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Paradise Circle 931 315.11 - 2M 3:58PM BESTCON, Inc. No-0814 P, 1 FROM I CLARSON 8 ASSOCIATES FW NO. '-904 3% 263 .MAP SHOWING PLOT PLAN OF LOT 3, AS SHO ON .MAP OP PARADISE PRESERVE AS RECORDED w PUT amw!S7_PAOCS 31 THRWGW PC OF THr pUML#C ItCCORDS Or VUVAL CQL* v- FLORfoA FOR: HZS=N, INW, C REFERENCE BtARnt SHORN ON R*4r-QF-WAY LMC HEREON fS THE SAM( AS 2"ON Tt1E,A90UE'MENPONEO PLAT. Lor ,4l?,5A: 616a2 SG. Fr. IMPERviaclS ��eA : 2�5� atm. �r LEcEn1D: OOA. Mr © uw aw smxT OINtt wotr a" L)Url-oti/ i,fZ,v,ve o,riVe UMC OAN TOM SMwE 7 l� WWAMP MMLWT ow cRDSie�v�5gvi,�.rENr �iLJ" FEAI�'� �r� t s"t o0ft%' PALO 9 A r "c" — LANDS C PE & SUFFFR 1 >M� MAOhOL1A 1L1M1 FA91rC '� tFIPLL �7x YAQWUA S89049'100E 55.00 f CAA~ )(7) 40 Ora lfoa`l1• " (ter 7 _ f9'Mxr. { N �.lallwale X'I LOT 3 It r.s. Or) N +z. LowL MA1 PAM Oft MVW q FwNSNaw� Nan T r•F N 7S fa4' f. • - lKrx_nr r.1e� O M N O • ;� lAy N A^ "SIESTA COVC" n GARAGE LEFT a o F.F. EL.=(72.1) o 0 J � N 2VLZ s. b e' � xs I Na MEW Pala+ � n PC !sa_z+' a�� 89Ir 050'2 • ' 66.52' Pr QLl 5�Edt vV f'D,f�f--cP-fA T PARADISE CIRCLE (PRIVATE 50' R/W) 931, 8-17--04 REVISED PLAN M G.rR4 r,E LEFT WIL, TMC LOT SHOMh HEREON AM M{9 70 ULF MITHM FLOW zcw; Y AM WOMN ON YNC ILoM ML3URAha RATE 11RCT'ARE0 6T, MAP,COUMUNITY PANEL NO, 120°77_ 90010 OAT[°4-17-0. CIAMSOp' AND AMCKME&TES. MM PROFESSIONAL LANO SURVEYORS GATE III!Y �` . 2004. 1941 neww AWNUZ. SCALE_ 1'• m 20• JACKSMMLLC, FL.. 32107 Received Time Jan-ll . M (DEEARIN�G HL�K MHEDULL 9-1-2 LEDGER 24-8-14 7'-a., m N1_J6 EN51NEF-RIN , INC* v �61q sRqN OAK VQ. ~ ~ r= J$CKSoNYiI,�E, FLOR AA 32257 Ft-• CERT. OF AVTI10 IZATION No.970 �� CJ03 SHOP A4�,�WIN� �f:?'YI W l3f�PO31T10N CJ C11D4 GJ02 F' APPROVED [_] APPROVED X15 NOTED EJ03 E103 Ll NOT APPROVED 0701 py � L'1-�'� DA i _2o 0l mO l CJGda4 En�i—neer 4�t r cacai.; r:. ar:. No- 39476; �. EJ01 LOUIS a, 13;%Vli l , P.E. 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EdDI EJ01 T�ALL RPPF TRUSS INtRi9C5 Td 0E 511PrAN two U16m On"W MDTTO, Mi. am TRU55 UAUi�R4 TO of mrsm Ed01 E�1 MN4t!IVLES F OTfERNRSE NifFY, A)VA1AllAOERAI+TL IOR}TO eE FPlm:Pr m"HILA M � � EJOI E,D1 FJ41 LNBuilders FirstSource 1 1 Bunnell PnorrE: t�>-3s4a TAX'Jts6 *7-saw 2CO2 J4ck"nvrlla RIOML:404-"JNM0i0 PAX:404-7MIW3 Lake City CJ03 CJ03 monre:3&4»rbeas TWO Wfi-7W-74m Sanford ti N T'MOME:4P7-322�007a FAX:407-3711795 tr MALPEE DEW-Gori lo x.40., W1; 1M: (P-5TA COVE NT5 RYE: 08/16/O�F RW5 Jb4r756 O rn om ❑ 9-1-2 �"I. ,. w 3w ® 7-9-6 ,�. , ,�. 30's4 -----._._...-...............__..__... --....._.._... TT=f s uk e I C."�sd'To 1w%1v ubSf Zs F � `'Lie � iiOIL=T ME WIT=0 24'O.C. i 33 `�iy tY'p �Lo` Mv W �11 ���P�S39R�� Q il Val 11 11 tl � x � 11MCI w .is it w- uuzur0. :'.-rr... w f E ....... . .. ....... 11 I 11 H j ii g 9L5 G ENGINEERING, INC. � O a JACBROKEN OAK BLVD. 2 3 SON ILLC, FL ORIha 32257 � i s fMf Fl. CERT. D. li 2c kl1 i rlGft�/Al-ION No. 97$4 ._ .. �.. -- L—_E — ION ---- -W D:SPOSIT EJ APPfi0V-a)AS NOTED C I NOT APPj,.:) .-D 111111/// d I T �" DA rc " 2001 � W 39476 tor rrrwe v:i is only. W W iic+7 i o ttt ,� thw fr j ` ► �` iocs nci r�!v��� ;I Ttio Wa H r' d "CiYti,t � ,Ity i'ut �nl cep i;7tipq a rc'c srcm..rts of the co„rsct rP cu- -._..� � � � � ��..� � � � � R!Bettis ra)r ir'�,,s rasp�r�s:i••;:-tY br er,oa W � Of1fl�tylD;+tl iri :Flv SrrJa drawinag, � � ��n �.. j a � C) > n Zgn �.� 0 mLL • u Q � 5HEkT i OF �, LLD Siesta Cove '13 18 1 1 16=ml Jacksonville Beach, Florida gg4 I "I CM O 6 0 O LU BESTCON Homes o fu ........ ............ ..... -- --------- fu ............ ............. .................. FILE Cap y ---------- ................... Cn . ......... J I I I A E $ 1� LL. . E 0 .9? 0. U. Clty"O'F APLIO�VF[) BUILDINQ Tic REACH JOB NO. 04-BI-0040 Siesta Cove SHEET TITLE SHEET COVER SHEET FIL E Copy A0.0 �y Periods only used on one word abbreviations, if the abbreviation s E is a different word by itself; e.g. ARCH., BIT., and LAM. SHEET I R A L NOTES 4D ABBREVIATIONSPeriods are usually used when abbreviating multiple words, unless they aGENE are very common without periods; e.g. AFF, HVAC, R/A, and WINM. E so A A.B. ANCHOR BOLT F FAS FASTENMJ FASTEN(ER) P PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING asv aeovE F.B. FACE BRICK P.BD. PARTICLE BOARD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRE CAST CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.O COVER SHEET A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH . OOR(LINE) PERI PERIMETER A11 INDEX ABBREVIATIONS A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING f 9 SYMBOLS AND 2. Minimum Design Loads: B. Install#15(min.)left under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER No staples allowed. AGO AGGREGATE FLA FLOOR(NN q G) PNL PANEL encu A.H.U. A IS HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) LAYOUTS ROOF: 40 P.S.F.Me Load AL ABOVE LANDING FN FENCE PR PAIR(OF) 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN 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. Down spout to be 4" A.P. ACCESS PANEL FP FIRE PROOF Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. PSI POUNDS PER SQUARE INCH g g peaficatio g g APX APPROXIMATE FPHB FIRE PROOF HOSE BIBS PTN PARTITION ARCH, ARCHITECTURAL) FPL FIREPLACE p.T- PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN ASPH ASPHALT FA FRAME(D)(ING) PV PAVE(D)OF;PAVING A2.2 SECOND LEVEL FLOOR PLAN 3. CONCRETE 6. INSULATION AUTO, ASPHALTTILE FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) AUTO. AUTOMATIC FTG FOOTING PVMT PAVEMENT e� q AVG AVERAGE FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide 13-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation Q FRONT & RIGHT HT E LEVATIONS r each lot. The Architect does not warrant or guarantee this building design in kxations (or batt and Nowan insulation)in all ceilings or rafters adjacent to the exterior or to unheated B36 36'WIDE BASE CAB. GA GAUGE O.T. QUARRYTILE A2.4 +� I where inadequate sails or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All Insulation to meet HUD minimum property specs. B BD BOARD G G.B. GYPSUM(WALL)BOARD structure or gas mitigation due to these occurrences. R»11 batts at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD GRADE ORL ADDINGCTOR R RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS BLKG BLOCKING G.O.O. GARAGE DOOR OPENER RIA RETURN AIR R R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONSF!kb.0 M W BLDG BUILDING ON GROUND FAULT INTERRUPTER RAD RADIUS an BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of sob conditions,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN and structural designs due to inadequate soils or landfill occurrences shall be the BM BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR DETAIL SHEETS responsibility of the"Builder-Developer"or it a subcontractors involved with the design and 7• DRYWALL 9.M. BENCH MARK GT GROUT REQ REQUIREDinstallation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) (WALL) REV REVISION(S),REVISED RES RESILIENTADADA FOUNDATION & WALL SECTIONS Implementations. A. All walls t0 have Y"gypsum and all ceiling to have gypsum ar y"ceiling board unless BAG BEARING 47H 42"HIGH BRK BRICK H HB HOSE BIBB REINF REINFORCED(NG) noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING AD,2 ROOF SECTIONS BSMT BASEMENT HD HEAD OR HARD R.J.B. RE IN FORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING AD-3 M ISC DETAILS C. Contractor shall be responsible for size,location and Installation of revised Steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED How HARDWARE AM ROOM AD 4 M ISC DETAILS B.W. BOTH WAYS HOT HEIGHT R.O. ROUGH OPENING 8. INTERIOR TRIM AND FINISHES to be selected contractor. H.M. HOLLOW METAL R.O.W. RIGHT OF WAY by CAB CABINET HORZ HORIZONTAL AD.5 MISC DETAILS C A&S ROP AND SHELF(S) C.B. CATCH BASIN HR HOUR 3[v D. Soil test must be approved by Geo technical Engineer prior to footing pour. n CEM CEMENT H.A. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) g 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR ii E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HVAC HEATINGNENTILATING/AIR CONO. W LL shall be placed on fine,undisturbed sail 3"-6'minimum below grade. Contractor m A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. Sq ARE FEET ELECTRICAL 0" n reinforce concrete footings and poured concrete walls as required for specific still conditions C.I.P.CONC. CAST-IN-PLACECONC. SF.GL. SAFETY GLASS �"r a or local codes,whichever,is more resefctive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE ' I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE D. INSIDE DIAMETER pe my SH SINGLE HUNG OR SHELF(YING) �m and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING E1.1 m N 1 MAIN FLOOR ELECTRICAL PLAN a` F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR m 7 CLG CEILING INT INTERIORSKL SKYLIGHT E1.2 SECOND LEVEL ELECTRICAL PLAN C. Provide insulatingdouble glazing at all exterior fess areas and tem lase in all sliding CUR CLEARANCE) g SL SIDELIGHT OR SLEEVE p g 9 g peed 9 ng CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) 0. G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) J JT JON $PC SPACER T NT SEALANT 0. encasement of utility lines Is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT S utilities lines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC SPECIFICATIONS D. Caulk at all sash,slidinglass doors,entrance doors and bottom plates(all sides Of COL COLUMN K KIT KITCHEN SPK (AUDIO)SS ST E g S.ST. STAINLESSSTEEL openings)and head flash all W1ndOWS and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt Impregnated)between foundation walls and all slabs GONG CONCRETE KPL KICK PLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. STL STEEL COND (AC)CONDENSER K/8 KNEE SPACE 10. MECHANICAL&ELECTRICAL CONST CONSTRUCTIONCONT CONTINUOUS LAM. LAMINATE(0) STA STRUCTURAL CONTR CONTRACTOR L LAV LAVATORY(SINK) SQ SQUARE Sus SUSPENDED I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. DIMENSION N CORR CORRUGATED L.B.O. LOCATION BY S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local budding voles. All outdoor, CPR COPPER uv LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSES) L.P. LAMINATED PLASTIC T T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CA$TSTONE L.T. LAUNDRYTUB TC TERRA GOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO CERAMIC TILEA. Laminated veneer lumber(LVL)shall provide the design values equal to or excoodirng the C.T. LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 si in Horizontal Shear,Fv C. All sewer and water sleeves to be de h and se ration aS r local code below ad nt M METER(S) THK THICK(NESS) p Pt pa Pe J D 12'D 12'DEEP MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAIN MAS MASONRY DBL DOUBLE T.O.C. TOP OF CONCRETE - MATL MATERIAL T.O.F. TOP OF FOUNDATION I F B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.Q.M. TOP OF MASONRY I F 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,O.W, TOP OF WINDOW otherwise. DEP DEPRESSED MFA. MANUFACTURER TH OR TAN TRANSOM(WINDOW) r� DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The OH DOUBLEHUNG MIR M SCELRROR TVP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be,capable of accepting a law voltage minimum 2 conductor cable Supplied DDI DIAMETER MIUD MISCELLANEOUS a building in accordance with commentary and recommendations as published by the Truss and installed by,the electrical contractor,The cable shad be copper and a minimum#18. DIM DIMENSION MLD MOULDING uc UNDNISHE DOOR) Plate Institute. The water de irtment shall make the connections. D.L. DOWEAD LOAD MM MILLIMETER 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 2 �"hl h density T&G,PI DROR Y DRYER MACHINE MOB MARBLE MODULAR VB a. VAPOR BARRIER UNIT OR FACE OF MASONRY UNIT TO FACT F STUD. g Plywood sub floor glued and maned. Panel span rating shall be APA DS DOWNSPOUT MTL METAL VB36 36"WIDE VANITY BASE 24/32, Exposure 1,with sealed edges. Install per manufacturers'spacing and edge I j: ; recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. D/s DRAWER STACK(CABINET) MT MOUNTED(NG) VERT VERTICAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL DTL DETAIL V.S. VEGETABLE SINK 3• Y,"underly ment(Minimum)under vinyl or the on wood frame floor stems. G. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DG DISHWASHER H N/A NOT APPLICABLE V.T. VINYL TILE co y ) y � DWG DRAWING N.I.C. NOT NCONTRACT w Showers. DWR DRAWER NL NAILABLE W36W 36"W X 3TH WALL CAB Q NOM NOMINAL W WIDE OR WASHING MACHINE 4. Min!%"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shallB EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges.Install per manufacturers'spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD WOOD recommendations. IMPORTANT NOTE: E.F. EACH FACE O OA OVERALL WF WIDE FLANGE(STEEL BEAM) Cn E.J. EXPANSI NJOINT 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 ELEC ELECTRIC(AL) OCAS, OVERHEAD CABINET WI WROUGHT IRON y ENGINEERING WILL SUPERCEDE ALL NOTES E.P. ELECTRICALPANEL designs prepared under the supervision of a registered professional engineer. ' EO EQUAL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET DOW REFERENCES & CALL OUTS ON THE ARCHITECTURAL EST ESTIMATE O.G.D.OOVERHEAD GARAGE DOOR W/W/O WIT ORWITHOUT E.W.C. ELECTRIC WATER COOLER OH OVERHEAD PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATERPRooF(ING) EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed strop drawings m budder for CLARIFY CONFLICTING INFORMATION. OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTICVENT CALCULATION approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALL TO WALL O WWM WELDED WIREME5H F. Mime exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. G. Pressure treated lumber to bed where woad is in contact with concrete and for 2x4 mud SYMBOLS FORMULA: use sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. . indicated on the plans. i''r)�` EARTH '``:;:{`;,_ PLYWOOD BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300 = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL { INSULATING SHEATHING SQ, IN. OF VENT REQUIRED/2 = 50%AT RIDGE 8t 50%AT EAVES WOOD STUD PARTITION y;','1 BATT INSULATION �® DETAIL NUMBER OR SECTION KEY ( SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6yV }"y^n; . RIGID INSULATION UNLESS OTHERWISE NOTED BRICK WATER CLOSET ANGLE TABULATIONit171--- AREA' CONCRETE BLOCK CENTERLINE O CONCRETE TUB/SHOWER MAIN FLOOR PLAN 1385 SQ.FT. rg HOSE BIB(FREEZE PROOF) SECOND FLOOR 959 SQ.FT. 4LL STONE Q N GAS LINE STUB s LAVATORY TOTAL A/C AREA 2344 SQ.FT. 6N W STEEL FRONT PORCH 199 SQ.FT. (� am0 � PENNY a DIMENSIONAL LUMBER ❑❑ DOUBLE SINK LANAI 1 112 LANAI 2 135 SQ.FT. PERPENDICULAR GARAGE 505 SQ.FT. • JOB N0. 04-Bi-0040 61 R PLATE BLOCKING SINGLE SINK TOTAL AREA 3295 SQ.FT. Siesta Cove ROUND OR DIAMETER FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES A1 . 1 L MA MAIN FLOOR NOTES [NOTE-FLOOR] 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR E ELEVATION TO BE CLEAR GLASS. 'IS >3 2. ALL UNDIMENSIONED PARTITIONS .� g a ARE 3 1/2" ROUGH. o $ a 3. ALL ANGLED PARTITIONS ARE 45 ' DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12 s w/1/2 LL PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 641-0 11 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE gg 6-011 'f " n 1 '� 48'-0" 19-8 n 8'-0° ,' „ . ALL SUCH CONCENTRATED LOADS SHALLOBE TRANSFERRED TO FOUNDATION N 2-7 9-6 2-4 4 5 4 41-811 5 5 2 7 VIA BEAMS, POSTS AND/OR SOLID o 0 o g' BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o OF STUDS UNLESS OTHERWISE NOTED. w Lo 7. ALL TRUSSES TO BEAR ON EXTERIOR Z) a WALLS AND/OR GIRDER TRUSSES UNLESS - 2 X 6 WALL OTHERWISE NOTED ON FOUNDATION PLAN. 71-0" SHOWER W/ROD 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS&SET SPACING FOR ALL fv TRUSSES. 8"SQ FRAMED 3060 H 3060 2030 H HB 8"SQ'COLUMN�') 9. WINDOW SUPPLIER TO VERIFY AT LEAST COLUMNS(IYP.) 84"A 84"A 72"A F ONE WINDOW IN ALL BEDROOMS TO HAVE - .� 2868 t _ _-- \� — — WITH MIN. DIMENSION OF 24"IN HEIGHT AND - y-- �__^-- 20"IN WIDTH; SILL HEIGHT NOT GREATER OPT.SHELVING `iOPT•SHEL I I THAN 44"ABOVE FLOOR. _ 10. BALLOON FRAME ALL EXTERIOR WALLS +�r V ) ------------J I I �` (ABOVE 8'-1")TO UNDERSIDE OF ROOF �•• 0 OPT.GAS FIREPLACE r. -"•" 2068 r I I I SHEATHING-PROVIDE FIRE STOPPING `QQQ� a - EVERY 8'-0"VERTICALLY IN WALLS a 8'-1". N I 5'-0" 2'-6" 5''0" 2'-0" 4'Ol W �j 11. ALL HANDRAIL BALUSTERS TO BE Ix ii 5 I I I SPACED SUCH THAT A 4"SPHERE CANNOT FLEX B E D R M r 3;, I d I I -`Q^ o PASS BETWEEN BALUSTERS. RONT 9'-0"CLG. �, 206$ "; I ;� _ ;, 12. ALL ELECTRICAL AND MECHANICALto CID BATH '~ °° 9'-0"CLG. I I EQUIPMENT& METERS ARE SUBJECT TO " I I O RCH 14'-0"x 13'9° -7, T-g"CLG i i J x 8'-0"x 14'-0" I I RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. I I 9'-0"CLG. " 9'-0"x 13'-9" p/5 i i � � I I .. �. _ _;_...._' � 8'-0"x 20'-0" -" -_ i 13. FOR ADDITIONAL NOTES SEE GENERAL 2068 GREAT ROOM I I NOTES ON TITLE SHEET& DETAILS. n Q D/S 9'-0"CLG. I I 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE r v ---- i 18'-9"x 19'-0" _ io "' I I 96"ABOVE FINISH FLOOR(U.N.O.). 7'-0" 'i 1868 -" ^ 8" .FRAMED L.�i:3060 H I I 15. WINDOW MANUFACTURER TO TEMPER ALL N �^ COL MN " I I WINDOWS 2'WITHIN DOORS,OVER TUB& d `" SECOND FLOOR ABOVE 84 A F SHOWERS 7 WINDOWS WITHIN 18"OF THE o d =' FINISHED FLOOR. a° 16. AL:ABOVE LANDING OPT.WOOD :N 9'-0"CLG. STARTING TREAD �, 22'-0" 6'-11" L„ `^ I II I 30681-L VENT DRYER LL Irr- „ 6,-6„ F_�r Z _..__. M 0 4 THRU SLAB At DINING Roots 151i r �46IAIE-�, i 2, 9'-0"CLG- __j D/SP i 10'-0"x 12'-0" r� i' 40"h WALL r, TI LITY w/12"BARTOP _ « o 8'-0"CLG. 2868 SC SECOND FLOOR ABOVE __-- � � D/5 I I 48"BEC r � 30605H 24" 1 42" 24"FACE 84"A I I x ■ X11 ----� 3n SPACER 2-CAR GARAGE � g D I , 91-011 CLG. --- �, 3.5"SPACER --- ] I ' r i 20'-0"x 20'-0" �� t r — �;� KITCHEN o o L ► I i 9'-0"CLG. o L�Xy J o 1°�` � 15'-9"x 13'-9" d M 91, l SECOND FLOOR ABOVE " , n SECOND FLOOR ABOVE i i 48 BC d 9-0CLG. 10'0"x 13'-9" r1i co - � � II f,, v _ `�' RANGE W/ y �~ MICRO HOOD i i - rr, f. • W/H ke 1!I US j I 42' 11 42" II UScn , _ I OHC OHCIn 1 — — .. (12)8"GU SS BLACK — — — — — — — 1 \ II 1 HB \� it 54"A.F. . 8"SQ FRAII,IED —j - jl COLUMNS P.) =QPT.2 � i�W/42"N 42"SLA C) � N n 6_8�. 81-411 2'-0" 5'-3" 2'-7" V i 1-0 " 3'-2�" 42'-11}x" 9'-10° 641-011 c� zoo In — a tl MAIN FLUOR PLAN SCALE: 1/4"=1'-0" � A C) ti AREA TABULATION W O �(! y MAIN FLOOR PLAN 1385 SQ.FT. r o aLL4 SECOND FLOOR 959 SQ.FT. .i1 TOTAL A/C AREA 2344 SQ.FT. JOB NO. 04-Bl-Q040 FRONT PORCH 199 SQ.FT. Siesta Cove LANAI 1 112 LANAI 2 135 SQ.FT. GARAGE 505 SQ.FT. SHEET TITLE SHEET TOTAL AREA 3295 SQ.FT. MAIN FLOOR PLAN _ A2r1 MAIN FLOOR NOTES r. [NOTE-FLOOR] a 1. WINDOW GRILLS ARE STANDARD IN FRONT Mu Q AND SIDE ELEVATIONS AND REAR F g ELEVATION TO BE CLEAR GLASS. a E 8 2. ALL UNDIMENSIONED PARTITIONS ARE 3 1/2"ROUGH. A 815 Cp . 3. ALL ANGLED PARTITIONS ARE 45 .4,a DEGREES UNLESS OTHERWISE:NOTED. C. I I� '- ! f 4. PROVIDE MINIMUM 2-2x12 s w/1/2" 23 PLYWOOD FLITCH PLATE AT ALL EXTERIOR L WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. lei 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 N N v IT BLOCKING. o 46'-9�" 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 13'-8° OF STUDS UNLESS OTHERWISE NOTED. °w 7ALL TRUSSES TO BEAR ON EXTERIOR 0 5'-8" 2'-4" 5'-8" 11'-8i" 13'-8" 21'-5" . WALLS AND/OR GIRDER TRUSSES UNLESS `� � OTHERWISE NOTED ON FOUNDATION PLAN, 6'-10" 6'-10" 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, Ina HANGERS&SET SPACING FOR ALL TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST V) ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SO.FT. w WITH MIN. DIMENSION OF 24"IN HEIGHT AND . 20" IN WIDTH; SILL HEIGHT NOT GREATER 203tL FG 1 0 FG 2030 H THAN 44"ABOVE FLOOR. 13' 13 AL 8411 A 16'-1 1/2"PLT .11 10. BALLOON FRAME ALL EXTERIOR WALLS rL (ABOVE 8'-1")TO UNDERSIDE OF ROOF - V SHEATHING-PROVIDE FIRE STOPPING a. w Q EVERY 8'-0"VERTICALLY IN WALLS>8'-1". \ / 11. ALL HANDRAIL BALUSTERS TO BE zo r% SPACED SUCH THAT A 4"SPHERE CANNOT Iw- to PASS BETWEEN BALUSTERS. N \\ / N W 12. ALL ELECTRICAL AND MECHANICAL LAND I EQUIPMENT& METERS ARE SUBJECT TO w o RELOCATION DUE TO FIELD CONDITIONS; Z N I VAULTED \ N = 12'-9"x 8'-9° 12'-9° X 8'-9° \ � =N F_ I 13. OR DDITIONA NOTE SEE GENERAL § CONTRACTOR TO VERIFY. \ o W _ i i NOTES ON TITLE SHEET& DETAILS. 5- .1 g 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE LL ,. U. "' / \ i i 96"ABOVE FINISH FLOOR(U.N.O.). - -- - ---- - - - - - - a � 15. WINDOW MANUFACTURER TO TEMPER ALL ir 16'-11/2' PLT i V PONYWALLABOVE WINDOWS 2'WITHIN DOORS,OVER TUB& � `° N co i i NOSE OF TREAD w/ SHOWERS 7 WINDOWS WITHIN 18"OF THE N � � I i 42"HANDRAIL FINISHED FLOOR. a 16. AL:ABOVE LANDING 0 a a N 9'-1-1/8"PLT. i i 91-1-1/8"PLT. _4 9'-0"CLG. ---- I a VAULTED 5- " 3 � 3-5' I 6n FROM 9' 4�- I I VAULTED - FROM 9' o 915 BEDROOM 2 M 2 en 13'-9"x11'-9" D,� MASTER 1SUITE o = r, F_ _1 l ` ---- [�D9'-0"CLG. -- - - - - - - - � � - -- - - - - - _ Y 4!-4Y2" L _Jr. Rr 12"X 12"FLAT 12"X 12"FLAT 13'-8" ro FOR CLG.FANAT - OR CLG.FAN � ¢ " 5 5H o 9'-0"CLG, 2068 PKT 3'-1 " `^ x M c% VAULTED 5'4"x 8'-9 LINEN t: VAULTED TOWER low � FROM 9' ^' I � � FROM 9' � ■ -■ 20 PKT SCALE: 1/4"=l'-O" Pk) !pQ Q 9'-m/8"PLT. 2068 W 9'-1-1/8"PLT. fu LL BLE I I AR 9-0 CLG. I " cn I 9-0"CLG. SH E / 9'1 CLG. " I I ®, © BID© $ I BYP NCL T-6"x 16'-6 to fu LA DBL R/S DBL RIS 8"GLS BLK48"x48" 9'-1-1/8"PLT. cn I.AFF OPTIONAL VALVES SHOWER SHQWER HEAD 5'0" 7'-6" 4'-9" &.9" I C) 26'-0.. SECOND FLOOR PLAN- SCALE. 1/4"=l'-Ow v � a (� is E a Y�lry�, 7 Q N AREA TABULATION -ALL O � N /v W G MAIN FLOOR PLAN 1385 SQ.FT. a LL SECOND FLOOR 959 SQ.FT. TOTAL A/C AREA 2344 SQ.FT. JOB NO. 04-81-004U FRONT PORCH 199 SQ.FT. Siesta Cove LANAI 1 112 LANAI 2 135 SQ.FT. GARAGE 505 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 3295 SQ.FT. PLAN A2.2 L r aim ------------ ---------- ------ ------------ ................. --------- .......... ................. .................. .................. ................. -------- ................ .......... ------------- ............ M , ............. 4- satl 5:12 SU�E SLOPE .fI1rrr'�i'�II'i_j1.I;�Ii!l,, .............. ------ --------------------- -- ----------------------- .......... LL ------------ ........ F - CL 1Ii ------------ CRICKET . J-------------- y, ----------------- ............ ------------- 5:12 RIDGE ---------------- SLOPE ----------- ............. =----------z �;,7 7:12 7-12 1 7 20 -7-77- ---------------—----------- -------------- .......... - --- Ln ............ ---------- JIIIiII ---------- \,,._."�.....__ �' / �-2 ............... 5:12 (Y 1-1/8'PLT.HT. RIDGE SLOPE I......... *44 00 j- L ----------------- ------------- ------------------- ----- --------------------- > ADs.W-2 > 5-12 SLOPE %%00 4 cn L----------------------------+----------- --------------------------- C) ................ ----------- ------------------- 9-1-1/8-PLT.W. OWN ROOF LAYOUT ou SCALE: 1/4"=1 -0" C� 7R9 LL , JOB NO. 04-BI-0"0 Siesta Cove SHEET TITLE SHEET ROOF LAYOLIT A2.3 L j MWE,11061,0 I C:) r EXTERIOR ELEVATION NOTES � [NOTE-EXTELEVI I,ro 1. GRADE CONDITIONS MAY VARY FOR r iB INDIVIDUAL SITE FROM THAT SHOWN. a €_ BUILDER SHALL VERIFY AND COORDINATE 2 E '. METAL ROOF PER ACTUAL SITE CONDITIONS. 2. PROVIDE:ROOF AND SOFFIT VENTS AS REOUIRE:D BY CODE AND MANUFACTURERS SPECIFICATIONS. 12 — 5P.LT.i6 11/2 -.� 6"TRIM ATTACHED TO FASCIA 12 BOARD&BATTON I 6..TRIM ) $ NC', N N f 59 2'DIA. _ 9'-11/8"T.O.P. i 8"BAND(TYP-) _. Nr T.O.W. _ fRlfiFEi _.._ - - 4" ) FRIEZE(TYP. 10 m ----------- _ 4"TRIM(TYP.) m w 8"BAND OW.) _ ASPH.SHINGLES ) LAP SIDING CR _ ..-W-1--1�1-- 12_ . Ir M w _ 9'-11/8"T 0 _... m � ,. ._ - _-- _ _ _ 6 TRIM 8"SQ FRAMED -- COLUMNS(TYP.) �t N 8"BAND(TYP.) j _ 0'-0"F.F. _ -- --..._ -- 0'-0"F.F. a 17 GRADE GRADE FRONT ELEVATION- SCALE: 1/4.=1.-0. 8"GLS BLK �,. ..L.. _..r7._..r.;._....- rr.. 48"X 48" 84"AFF m ...... ------- —------------- . . .... —---------- fu _ 9'-11/8"P.L.T. _. _ _. ___ - - -11/8"P.L.T. ro _... _ .. _... __.. _... ... .. __ ? � f ---- --- __._ _...._.._. - - . .__.__._ _ 4 FRIEZE ) __. ._ _ LAP SIDING �- - 4"TRI -- _ _ - ASPH.SHINGLES(lYP.) - 12 - 512 0 ------------ M -- 9 11/8 P.L.T. _ _ - -._. _..._..._ .. _..._.. --- _ _._ -.. _ _.. _....... _ _.. - - - - - -_ - _ - _ _.__ __._ ._._ _.__ _.- 8"SQ FRAMED _... - --- ... ___ - _ ._ ---------- as COLUMNS _-. _ _ _ _. __ .. { I II I I N I I _ _.._ ._ .._ 8"BAND(TYP.) 0'-o"F.F. _ GRADE — —— GRADE g' 8"GLASS BLOCK R R a RIGHT E rJOB NO. 04-81-OW 1 SCALE: 1/4"=1'-0• Siesta Cove SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 L r EXTERIOR 9 >s ELEVATION NOTE I? S g . [NOTE_EXTELEVI W 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE 42 PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS L _., METAL ROOF SPECIFICATIONS. I i i� 12 fi TRIM ATTACHED TO FASCIA n' 5 I; j - --. ---------------------------.------------. - BOARD&BATTON 12 6'TRIM(TYP.) $ 1 _3'-0"T.O.W. II I! 24"DIA. 12 _ — -- 3I� 911/8"P.L.T. f_- -----_ 4 FRIEZE(TYP.) - - - - �� 8"BAND - - - — - _.._ _, - _ _ Ili , -.. -... _.___.__. ._.. 4"TRIM TYP. �. LAP SIDING(TYP.) ._. _.. ., _.,. _ . --.. ._.. ._ ....._. _... (TYP.) _- _ _ ASPH.SHINGLES(TYP.) ._.. 12 9 P.L.T. _._ :_-_ .._.._._..__ .. . _ _�_._... . .. CD . _ _ - r, 8"SQ FRAMED --.. " _. _.. COLUMNS(TYP) ------- --._.___. _—.._........_._..............._.,.._.._......_.. --- --..........._..._........-_.._.................. _ 8"BAND(TYP.) ' _ F.F. _.. _ - - _.. _... _ 0'-0"F.F. _ - A GRADE GRADE REAR ELEVATION. SCALE: 1/4"=V-0" METAL ROOF 12 5 ------------ 1 9'-11/8"P.L.T._ — - - _. - .. _...____ _._._., _ ._.__m_.m-.. -------- .. 4-FRIEZE(TYP.) _ _.._.._____ - _ ... - _.._..... _ LAP SIDIN (TYP'.) _ _ _ 4"TRIM(TYP-) _ 5 w --- _. �� _... -- --. _. . m _ ASPH.SHINGLES(TYP.) - ------------ _ ___ - TRIM.._ ._-.. �._ _ _. 12 ..-_... _.. _..._. _ 1/8'P.L.T. -- --- — _ - - _ -=,.- . _ ._._ — - - - _.. - - - _ -... - _. -- _ __ _._. -- -_ - .._ -- #s w.- _.__._ .r._. __. _.. _._ .._. ..___ _._. _....,. ._ _.. _ _... _. .. _ ._ __.._ _ pr 4 .._ -- _ ... 8'SQ FRAMED _...... _. _.. _....... . ^ __ _ --- __ __ _ - im 11 COLUMNS(TYP.) _ _ .... 8"BAND(TYP) v ti F.F. _. _. - - - - LL LL - - - 24 GRADE GRADE 0E aria LEFT ELEVATION J08 NO. 04-Bi-000 SCALE: 1/4"=1'-0" Siesta Cove SHEET TITLE SHEET REAR&LEFT ELEVATIONS A2.5 L Ira u Tr 21.011 1.611 31_11 2,_0„ 31-611 21�C11 31.611 1.011 VV 3 UU ! �6 VV 31_")J1, 1_�11 21_011 DD o DD lowQw C.J ERB L--j I �yy [V cV � V J I 11 1 11 1 11ILL—All at•r 2 -0 4 -0 1 -6 2L---Jll 1_011 4'- i 1_011 X-1011 N Fey 1_011 i 1_611 `t 1 7 1 V *-1 - © O _© C _CD M 1 -1 M M M M �t A 11 rL-j 11 Lu 1-011 31-611 2I-611 31-611 1-0 11 KITCHEN CABINET ELEVATIONS- SCALE: 1/2"=V-0" S3 L 0 l 1 X 4 - © o 2 X 4 1.011 ' 1.011 _V .01 1.611 ; 1I�V11 21_6 11 REMOVE AS NECESSARY 2 j L � 2L _U -40 FOR ELECTRICAL OUTLET ►� ri _ n _ 40.5I FIF] FF1 19F" g cv ab ao a M N ryEll E Li Li 5 uz 2 D � 40.511 KNEE WALL DETAILBATH 2 BATH 3 MASTER BATH LL SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" Q :rte„ n m vi g 0.u. • JOB NO. "-B1-OW Siesta Cove SHEET TITLE SHEET INTERIOR A2.6 2.^ ELEVATIONS H {V� AR m .�e � € �, .� � •� G irL� �vi E SLOPE 3/4"x12" fir. AT GARAGE DOOR 1/2"x7"WEpGE ANCHOR 31/2"CONCRETE SLAB REINF. CSP 32"O.C.w/2"x2"x1/8" w/6x6x1all 0 W.W.M. 31/2"CONCRETE SLAB REINF. WAS 32"O.C. 3 1/2"CONCRETE SLAB REINF. w/Bx6x10/10 W.W.M. w/6x6x10/10 W.W.M. EXPANSION JOINT 31/2"CONCRETE SLAB REINF. V •a ''� w/6400/10 W.W.M. { - to rn d) o I_'�' ! { .• uj cl 6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER ❑ COMPACTED EARTH :•4. "- COMPACTED EARTH Q I- • _ _ _ "" j - -�6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER 8 - (2)#5 REBAR CONT. km '.. ',' (2)#5 REBAR CONT. 1'-0" I'- COMPACTED EARTH -�- COMPACTED EARTH #5 REBAR CONT. I''� �-�- ;-_ ;-!-- �- #5 REBAR CONT. 1 -0 a0 V-6" Fw/ 1 m-- o CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING (ETHICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL �SCALE: 3 4"=1'-0" 1 0 SCALE: 3/4" —0" 9 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" N m o ti 6;1 LL M1 -6 ro nl j2 ro Q rn OVERLAP SLAB 1 112" a a HOLD HDR.BLK. NAIL ROOF SHEATHING TO OUTSIDE 1 1/2" (PER STRUCTURAL) FIBERGLASS SHINGLES IMPORTANT NOTE: "" '�"�" '""" ��` OVER 30#FELT OVER 7/16" REFER TO ROOF PLAN AND 1/2"x7"WEDGE ANCHOR TYP SLAB EAVE DETAILS ON SHT @ 32"O.C.w/2"x2"x118" EXP.JOINT _ ^_�- I OSB BOARD OR 15/32"PWD �`:�' �: Y,� ^� (_l _^ SHEATHING. AD.2 FOR ROOF PITCHES ASM @ 32"O.G. _ I I FOR ALL HOUSES 31/2"CONCRETE SLAB REINF. - --- - .. --•- I -- - i 1 w( -- I w-- TYP.SLAB AIR BAFFLE BTW EA TRUSS 12 �. .....w.•...:... .:""..� ;m � — ! - -- ! - -. - -- --— _ TO MAINTAIN 1/2 MIN AIR ._.I I I.__.-..I I I -- I STRAP FOR TRUSS w/6x6x10/10 W.W.M. --- - _- _--- _w______ VARIES _ � � � y�"::_=��( I + � ___ SPACE FOR VENT { "� f !T ANCHORAGE - - I I I - I I- I 16" (SEE STRUCTURAL) ` " ' • — lli �-w--1 � 1 GALV. METAL D.H. _ DRIP EDGE R-30 INSULATION AT CLG. -'� ,.•. . :' 6 MILL POLY VAPOR BARRIE'A _ — _ I I _ f —_ i '� � • III1 -i !_I_I _-_-� II �- - ^ Ill !^ --� � 1 . 111- _- II `_ •! I _ _ _ TYPICAL FOUNDATION _ I l r !"_ � -- �COMPACTED EARTH _._ 2 REBAR CONT. — i I 1 w- � I I I ') ! I TYPICAL FOUNDATION ^�_ I ! ( ! ( I µ I ! _I. i ( ) i N I ; r 1 _-.._.._i, w, _ _ -I ( � 1 I I^ I 1 --w I ( ( -! ( � !I 5/8"GYP. BD.CLG. ■ �■� WRAPPED to 1,-g. _ _ �_- - ` -- jj -� -t ALUM.FASCIA I .I I I--µ I I I I I __._. I I I OVER 2x8 11 1_1 -- I I w r : -I ( I PERFORATED VINYL/ALUM. 1/2"GYPSUM BOARD SOFFIT ru r �__ . . l I _ 2x STUDS @ 16"OC(MIN#2 STUCCO FRIEZE SPF) PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING T P.T.2x PLATE CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING 718"MIN,LIGHT DOOR PORCH EDGE TEXT. STUCCO VENEER OVER 3/4"PLYWOOD GLUED 8,SCREWED rn INTERIOR BEARING DETAIL FOUNDATION OO MTL LATHE AND TO 16"PRE ENGINEERED FLOOR 7 "_ " SCALE: 3/4"=1'--0" SCALE: 3/4"-1'-0" VAPOR BARRIER TRUSSESOOR T.J.I.JOISTS @ 24" SCALE: 3/4"=I'—Ow—0 (SEE FLOOR TRUSS ENGINEERING) NAIL ROOF SHEATHING 1ST FLOOR TO RIM JOIST BY TRUSS MANUR (PER STRUCTURAL) IMPORTANT NOTE: (SEE FLOOR TRUSS Y FIBERGLASS SHINGLES OVER 12 REFER TO ROOF PLAN AND EAVE 2ND FLOOR ENGINEERING) VARIES DETAILS ON SHT AD.2 FOR ROOF STRAPPING PER 30#FELT OVER 7/16"OSB BOARD STRUCTURAL OR 15/32"PWD SHEATHING. 16" PITCHES FOR ALL MOUSES 1/2"CEILING BD OR 5/$"GYP.BD O.H. STRAP FOR TRUSS ANCHORAGE(SEE TMP P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS STRUCTURAL) & 1/2"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 1/2"MIN W/2"x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. GALV.METAL 1/2"CEILING BOOR 5/8"GYP.BD TYP TYPICAL ANCHOR DRIP EDGE SEMCO TPP4 AT 32" STOP EXTERIOR WRAPPED ALUM. FINISH 1" 4"CONC SLAB W/6X6X10/10 WWF FASCIA OVER 2x$ BELOW OVER 6 MIL VAPOR BARRIER OVER z TYPICAL SLAB FINISHED CLEAN,WELL COMPACTED,TREATED FILL PERFORATED PROVIDE MID-WALL BLOCKING FLAT d 3 VINYLI ALUM. SOFFIT a FLOOR WISE @JOINTS IN SHEATHING � b 7/8"MIN. LIGHT TYP.VERT. ,...� STUCCO FRIEZE 2x STUDS @ 16"OG MIN#2 S T �^ _� �� SLOPE I TEXT. STUCCO REINF. F" VENEER OVER SPF) ? GRADE I �- W 1 I 1 STORY: 20"X 10"CONC.FOOTING W1 " -^- _ - - MTL LATHE AND '. ca (2)#5 CONTINUOUS AND(1)#4 DOWEL PROVIDE MID-WALL BLOCKING FLAT P.T. PLATE w/ANCHOR U I II ! I= --�=I I ! I �__ - AT CORNERS/OPENINGS AND 48"O.C. O *- VAPOR BARRIER o� _ WISE @ JOINTS IN SHEATHING BOLTS PER a S-, (2) __..:.""I ` i I•: --` I f I I -OR- 1 #5 DOWEL AT CORNERS/OPNG'S STRUCTURAL 71:1 I•-'_" ( 1 I �- TYPICAL FOUNDATION O w AND 96"O.C.,AND(1)#5 CONTINUOUS AT 2x STUDS @ 16"00(MIN#2 SPF) 4"CONCRETE SLAB WITH w 1 I I = I: � :' I I I I _ III-- 1 -I r I I I I r HEADER BLOCK. ? N 6"x6"x10110 W.W.F.TYP.(3000 w J a r 1 1 - I i- t m -- 7/8"MIN.LIGHT � 1 #5 CONT. . • r;. I PSI. FIBER MESH OPTIONAL). U5 I ! _ __. _ -wl I-I " " C. IN W/ P.T.PLATE w/ANCHOR BOLTS PER F- O I ^-.I I I_-_--I { I I i __• 2 STORY: 24 X 10 CON FOOTING I ! I TEXT.STUCCO STRUCTURAL 6 L (3)#5 CONTINUOUS AND(1)#4 DOWEL VENEER OVER SLOPE GRADE AT CORNERSJOPENINGS AND 48"O.C. MTL LATHE AND w AWAY ALL SIDES \ EE'l _ W. = 4 CONCRETE SLAB WITH 6k6"x10/10 w / //'// - OR-(1)#5 DOWEL AT CORNERS/OPNG S VAPOR BARRIER W.W.F.TYP.(3000 PSI.FIBER MESH w \ - AND 86"O.C.,AND(1)#5 CONTINUOUS AT m 6 MIL VAPOR BARRIER r c OPTIONAL). _ HEADER BLOCK. 1 #5 CONT. 24" ( ) % S ` TYPICAL FOOTING (MONOLITHIC OPT) a u. a "• = %\i ��_ , � � SEE STRUCTURAL FOR SIZE& �',_ - I (NOTE): BEND ALL DOWELS MINIMUM SLOPE GRADE AWAY ALL SIDES ;�' f 1, I REINFORCING 20" ( , - ( 12"AT TOP&BOTTOM,EMBED MINIMUM f / / / f�f/�/�� /`:fes�, 6"INTO FOOTING. \N •`� 6 MIL VAPOR BARRIER �`/��/\�J\ N�\;��� Jo8 Na oa-al-ooaa 1 STORY �\f \ { • TYPICAL FOOTING(MONOLITHIC OPT) Siesta Cove SEE STRUCTURAL FOR SIZE& STEMWALL FOOTING STEMWALL FOOTING r\ ..�\\ �\ .\ �r\` 'ti REINFORCING CURB DETAIL AT GARAGE 3 TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET 4 2 FOUNDATION SCALE: 3/4"=1'-0'• SCALE: 3/4"=1'-0" �" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" DETAILS ADA L J r rg L° E La °" L �.2 s3 � MIN ip� WALL ■�• SIDING SHEATHING i; TYP.WALL CONST. pQ, SIDING OVER LATHE AND DOOR " FELT-SEE WALL WAY SECTION 1/2"STARTER STRIP v F.F j;s 2X4 STUDSiu CAP FLASHING ,/ ?:/ 1 x4 CORNER BOARDS PLACEMENT BY - cn 1x8 PT DOOR WAYS TEXTURE FIN. ON FOUNDATION VA � ~ w N a a W EXTERIOR TRIM DETAIL ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT 11 SCALE: 1 1/2"=1'-0" O SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 1 WALL 1• m REAR WALL OR SIDE WALL MOUNTED; 2 N SIDE MOUNTED AT BACK SPLASHES,TYP. 1/2"CLG BD OR 1 LAYER GYP. BOARD COUNTERTOP 5/8"GB W/6"BATT INSUL 20"TO 25" PER SUPPLIER ATTACHED TO BACK In TYP HORIZONTAL 0J-BOX (S E HDR LIGHT SWITCHES, (SEE STRUCTURAL) G SW C S, COVER PLATE/OUTLET 2 LAYERS 1/2"PLYWOOD SPACER THERMOSTATS, R-11 BATT FINGER JOINTED AND ALL OTHER INSUL WOOD CASING ENVIRONMENTAL CONTROLS 3/4"STOP KITCHEN TOP 1/2"x 12"H I I BOTH SIDES PWD ALL 4 SIDES ,y ' I I 2x_ TRUSS ''' WOOD FRAME CHORD OUTLETS PHONES_ OPTIONAL TYP 1900 J-BOX R 30 &TV's HORIZONTAL SINGLE INSULv s COVER PLATE/OUTLETTYP DOOR PER SCHEDULE WALL CAP OR t BRKFST.TOP SEE FLR. PLAN NON LOAD LOAD " CONDITION CONDITION 3/4"STOP BOTH SIDES I ( 2x_ KITCHEN TOP GYP. BOARD cl) ■ Q 2x6 OR 2x4 //II �//IIS �., _.. ', . Y �.... . i II/_ WOOD CASING Lu ��\�_//�� FINGER JOINTED 7 I I FRAMING //II DRYWALL t° 24"DEEP BASE N Z CABINETS 24" TYP FLR CONST 2 1/4" TYP DOOR PER SCHEDULE FINISHED FLR CASINGG WOOD FRAME FRAME TYPICAL JAMB (2)2x4s CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS - 221 /2" X 48" INT HEADS & JAMB cn 7 5 SCALE: 1 1/2"=1'-0" SCALE: N.T.S. SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" EXTERIOR INTERIOR a TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" DOOR CLEAVAGE MEMBRANE BRUSH TYPE VANITY 2X4 WD.STUD 2x STUD WALL WEATHERSTRIP INFULL THRESHOLD SET @ 16"O.C. CONCRETE SLOPED FILL SEALANT BED FLOOR SYSTEM OVERHEAD EXPANDABLE JOINT "Q z 1/2"MR.GYP BD. SHOWER DRAIN PAINTED FINISH GARAGE DOOR FILLER,WHERE CERAMIC TILE APPLICABLE CERAMIC FLOOR TILE °D Q h „ } 1 x6 WD DOOR STOPVE SLOPE TO DRAIN °D (4)2x P.T. BUCK SLOPE v o TO DRAIN G - D a - FINISH TRIM OR BAND LL , ' I FLOOR SYSTEMr r i 4 FINISH ' I CONC.WALK i a (L LL 0. SEE STRUCTURAL DWGS CONC. SLAB& FOUNDATION �. SEE STRUCTURAL DWGS, JOB NO. 04-B1-0040 Siesta Cove BATH BATH DOOR - OVERHEAD GARAGE DOOR SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIOR SHEET TITLE SHEET MISC.DETAILS 4 SCALE: 1 1/2"=1'-0" 3 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'4-0" SCALE: 1 1/2'4-0' AD-3 1x4 CEDER .F; 1-5/8"CRO � g 100 ANGLE CUT 2x6 FJ CEDER ER 2x6 FJ CEDER 6" 2x6 FJ CEDER 6" ' 1x2"x2"CEDER 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER to 4 oo tNp r fV N N O ❑4 4 � 4 W T Le lei 50 ANGLE 50 ANGLE 50 ANGLE 3" 3" L le If 2x4 PT SPLIT 20 PT SPLIT 2x4 PT SPLIT a+ W w OPTION 3 OPTION 2 OPTION 1 WINDOW TRIM WINDOW TRIM WINDOW TRIMco N 7 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2" -0" SCALE: 1 1/21=1'-O" � L LL ca p N CD CL 1 ,3 6" HARDI BOARD BAND 6"STUCCO BAND 6" HARDI BOARD BAND co TOP OF CAL TOP OF COL TOP OF CAL OR STUCCO 8" 8" INSTALLATION SEQUENCING: 2" 2" I I " 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE, KEEP HEAD 12"SO TAPER TO 10" 2 I ANS SILL LEVEL AND SQUARE, MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. II COLUMN 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE RUNGS)TO AVOID"BOWED OUT" 1'-2" 8"SQ COLUMN L 21"0" -� 12"SO COLUMN INSTALLATION. 3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES ■ PRIOR TO SETTING WINDOW INTO OPENING, ISTUCCO 4. PLACE 1/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN f THE OPENING ALLOWING A 1/4"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. 2'-0" I I WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAY BE REMOVED, cu 2" I HARDIBOARD 2" 2" I HARDIBOARD PAINTED 5. INSTALL FASTENERS(STRAIGHT, NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING PAINTED STUCCO BAND j OR STUCCO AT THE MIDDLE OF THE WINDOW,FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM 71 OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. 10"HARDI BOARD BAND 6,CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OR STUCCO 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6" HAFIDIBOARD BASE I I 6"HARDIBOARD BASE 4 c? I OR STUCCO 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM, cn 1/2"SPACE 1/2"SPACE - PORCH LINE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE c� 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 1/4"GAP AT SILL BETWEEN M STACK STONE STRUCTURE AND WINDOW.THEN, CAULK THIS GAP. 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK SO STUCCO COLUMN SQ STUCCO COLUMN OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). I I o FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. J 2. SET WINDOW UNIT. SO STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER, COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. o 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. � 4x4 P.T.POST 4x4 P.T.POST SEE FLOOR 4x4 P.T. POST SEE FLOOR PLAN FOR __ SEE FLOOR PLAN FOR NOTE: LOCATION PLAN FOR LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. LOCATION �. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. STUCCO FINISH STONE FINISH l u { 1 j TRIM BELOW li 1, (I TRIM BELOW o , -` ;! a !; � � w '�' I �? I << P.T.WD WRAPPED COLUMNS IMPORTANT: a HARDIBOARD !iI (PAINTED) N ! i P.T.WD WRAPPED COLUMNS N { (PAINTED) IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN I 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. -� 2X4 STUDS l v s LL 2X4 STUDS it ! -- ; \ n. i .66 == DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY a c DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT BE UNDER WARRANTY 1'-5" 2'-0" IF EXPOSED TO MURIATIC ACID. aLLa 2'-D" DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO COLUMN BASE SQ STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL rOB NO. 04-61-OW AREA OF ANY WINDOW. COLUMN BASE Siesta Cove STONE ACCENT COLUMN WINDOW SHEET TITLE SHEET PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL MISC.DETAILS 4 SCALE: 1 1/2'=10-0" SCALE: 1 1 2"=1'-0" SCALE: 1 1/2"=I'-O' / / 2 SCALE: , , 2"=,'-0" A D.4 L • NAIL W/11 - 10de 11 T s . COMMON IN THIS AREA. o VERIFY w/STRUCT. g • 44"MINIMUM !� NAILING NOT NEEDED IN THIS AREA N V N N N UP TO 16" FLOOR SYSTEM ww co or SYP DOUBLE PLATE lei •" NAIL W/11 - 10d COMMON IN THIS AREA. • VERIFY w/STRUCT. PROVIDE MINIMUM 1"END DISTANCE M . w a = � EQUAL NUMBER OF SPECIFIED � 0 NAILS IN EACH END w STRUCTURAL CID9 TWO STORY STRAPPING )SCALE- 1 1/2"=1'-0" p_� gW � (HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN WOOD TOP RAIL ;38"IN HEIGHT ABOVE THE STAIR NOSING. E AS SELECTED BY OWNER&CONTRACTOR IHANDRAILS SHALL BE CONTINUOUS FLIGHT IHANDRAI S SHALL BE 111/2"CLEAR OF ALL AENSTAIRS. a° a FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/4" MIN.-2"MAX. 1 1/2"CLR. 1 1/4"-2" IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, Z = HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. aO = STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANT Lu (BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT u_ WALL BRACKET 'THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN �.� It INTERIOR SUBFLOOR WOOD BASE ,ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 1/2"GB 2x BLK'G QIP J ELASTOMERIC DECKING O/PLYWOOD SHEATHING. a GUARDRAILS SHALL NOT BE 200 Ibs 2Qc WRAP 6"UP WALL&ALL PENETRATIONS. z z LESS THAN 42"IN HEIGHT. ANY DIRECTION INSTALL PER MANUFACTURER'S REQUIREMENTS. ANY LOCATION v SLOPE z STAIR FRAMING c0001 +� (j ,a z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR - p AN ORNAMENTAL PATTERN SUCH THAT A 4"MIN ee�i 2 .4"DIAMETER SPHERE CANNOT PASS THROUGH. 0 w SEE STRUCTURAL DRAWINGS FOR FRAMING ` O INFORMATION 5/8"TYPE"X"GB ¢ TME GUARDRAIL CONSTRUCTION SHALL BE 4'SPHERE O Q � MAY NOT PASS M @ ENCLOSED USABLE ABLE TO RESIST A LOAD 20 LBS PER THROUGH ¢ LINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS x THE TOP RAIL OR AS REQUIRED BY CODE. llOe•SPHERE MAY NOT PASS 2x4 STUDS @ 16"DC WALL MTD THROUGH THE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH SPECIFIC REQUIREMENTS 'THAT A 6"DIAMETER OF THE BUILDING CODE ,SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND STAIRS STAIRS STAIRS CONSTRUCTION. '" ) DECK FLASHING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL GUARDRAIL / HANDRAIL CODE DATA SCALE: 1 1/2'=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ.TREADS 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADSSEE PLA v EQ.TREADS co z < 2x FRAMING SEE FLA CAa 3/4" Q° ¢ w a GYP.BD. Z tr w TYP r° Y v 1" 1x10 SKIRT BOARD LJ) � 3/4" w TYP. •� Lu TYP It" a w w v' 5/8"PLYWOOD RISERS(TYP.) JEEXPANSION GAPNSION 2x12 NOTCHED STRINGER o, GAP TMP 2x12 STRINGER 2x12 NOTCHED STRINGER yNM (3 STRINGERS MIN.AT � (TYP.) a EACH STAIR RUN) / M 2 EXPANSION 6', 0 GAP o 5/8"PLYWOOD RISERS (TYP 2x12 NOTCHED STRINGER o SECURE NOTCHED STRINGER TO SILL 2x4 SPACER PLATE WITH FRAMING ANCHORS.SECURE LL M PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH S g CONCRETE TO BE PRESSURE TREATED o g° OR PROVIDE IMPERVIOUS MEMBRANEm ? r SEPARATION AS ALLOWED BY CODE. 1 a u- m (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER rOB No. 04-Bl-OW (3)2X12 STRINGERS TYP. Siesta Cove STAIRS STAIRS STAIRS STAIRS SHEET TITLE STRINGER DETAIL FLOOR STRINGER LANDING (BOT) STRINGER LANDING (TOP) SKIRT / WALL DETAIL ISC-DEMI SHEET 1 Misc DETAILS 4 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=1' SCALE: 1 1/2"=V-0" D• ei ELECTRICAL KEY _ INOTE_ELECSYMI $ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET ro ro DUPLEX OUTLET ABOVE COUNTER Wp WEATHERPROOF DUPLEX OUTLET E c ga t `GFI GROUND-FAULT CIRCUIT-INTERRUPTER S''� 8 DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET 8 8 a SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH N m N N N �•- 3 THREE-WAY SWITCH Y' o 0 I 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH w Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE K • WALL MOUNTED INCANDESCENT LIGHT FIXTURE CI'� Irk RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTA13LE EYEBALL N ■ w INCANDESCENT LIGH'r FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN HB EXIT LIGHT tz _ EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE -- -" I 1 �^ , t I p f FLUORESCENT LIGHT FIXTURE WP PH u TO EXT. L _____�__� �- ��---i-------a 5D I I WITH PULL CHAIN •_ - -• I L------- TRACK LIGHT `p LIGHT ------------— - J ! I I Q EXHAUST FAN (VENT TO EXTERIOR) o UNDER I EXHAUST FAN/LIGHT COMBINATION 4 rn I i STAIRS j I I (VENT TO EXTERIOR) S g O I L�I I � I I •�] EXHAUST FAN WITH HEAT LAMP �° " � (VENT TO EXTERIOR) / CARPET TILE c CHIMES _f0 m N � m J_jPUSH-BUTTON SWITCH rn i \• \ \ CARPET TILE \ / f I I ® SMOKE DETECTOR \ •\ ,�- \ / / I I HEAT DETECTOR CO2 DETECTOR © THERMOSTAT ru / �� I ( I I a5 SPEAKER n TV r .�' r FLOOR OUTLET WP I I b PHONE 0-CATS) 100, � I I / ) 9 MDC(2-CAT5,2-RG6) %.--/ 0) ELECTRIC METER I ` .r +• ''�•_ -• �' \ \ \ \ '�•` i /. TILE CARNET _CZdL_ ELECTRIC PANEL OUTLET 42" \ CEILING OV I DE ADEQUATE RE — — — — — — PRE SUPPORT) Z GFI . t I TT--� I 1 ON CEILING FAN/LIGHT PRE WIRE �IIJ IW/S_P_-j I I D/SP I (PROVIDE ADEQUATE SUPPORT) m ELECTRICAL NOTES: I I � 1 rnl � \• � [NOTE_ELECTRIGI 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMQKE _ 1 3 "1 QETECTCQH AS REQUIRED BY NATIONAL FIRE / bk a1 PROTETION ASSOCIATION(NEPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES GFI PH ` I I PROVIDE AND INSTALL GROUND FAULT 2. 1 IT-INTER PTER (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE(NEG)AND MEETING THE \ \.` I I REQUIREMENTS OF ALL GOVERNING CODES. w ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3 DIRECT HOOK-UPSICUTOFFS, HVAC CONTRACTOR TO VERIFY THERMOSTAT \ / GFI \ 4, LOCATIONS. ` r�-'� PIT ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E.IX a1 I 1 , I I gFURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARYcn U- SUMP PITS,DRAIN TILE SUMP AND WATER HEATERff� S) I�X� C7 St I I ` I I ARE SUBJECT TO RELOCATION DUE TO FIELD • L-- J %H I I CONDITIONS. ! (1 • ST 5 I I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: a � / DC7 I I SWITCHES OVER COUNTER . . . . . . . 48"TO CL W/H WALL OUTLETS OVER COUNTER . . . . 48"TO CL WP REMAINING SWITCHES . . . . . . . . . . 48"TO CL ` GFI GFI 20V GFI - - - - - - - - - - � � � WALL OUTLETS. . . . . . . . . . . . . . . 16"TO CL `.�•..r BATH VANITY BRACKET OUTLET HB �p I (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL OPT. LIGHT I WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . . . 16"TO CL TELEVISION OUTLETS. . . . . . . .. . . . . . . . . 16"TO CL I I EXTERIOR GFI OUTLETS . . GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL w FRONT DOOR COACH LIGHT. . . . . . . 84"TO GL a` , GARAGE DOOR COACH LIGHT, r 1 (ABOVE GARAGE FLOOR). . . . . . 84"TO CL a DINING AND BREAKFAST FIXTURE. . . . 64"TO BTM "1 OF FIXTURE ; FOYER AND STAIRWAY FIXTURE . . , . 96"TO BTM i1 OF FIXTURE ) THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL � a DOORBELL CHIMES . . . . . . . . . . . . 84"TO CL MAIN FLOOR ELECTRICAL DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE " , SCALE: 1/4,�=1 --0p OUTLET . . . . . . . . . . . . . . . . . 76"TO CL ! _ KITCHEN DISHWASHER RECEPTACLE, . UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL , �, KITCHEN REFRIGERATOR . . . . . . . . 48"TO CL �y m° .E 6 ,. WASHER/DRYER OUTLET. . . . . . . . . 48"TO CL �a a w a i JOB NO,04-81 0040 41 CL=CENTER LINE 1 -FIELD VERIFY Siesta Cave 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL El ` L ELECTRICAL KEY INPTE_ELECSYM] f$ SINGLE POLE OUTLET 2 DUPLEX CONVENIENCE OUTLET -; l �$ DUPLEX OUTLET ABOVE COUNTER g �8 �y,p WEATHERPROOF DUPLEX OUTLET GFI GROUND-FAULT CIRCUIT-INTERRUPTER $kt 8 DUPLEX OUTLET ' HALF-SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR I�220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �'►- WALL SWITCH 3 THREE-WAY SWITCH o o a ' �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH w REINFORCED JUNCTION BOX _ a - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE CIS RECESSED INCANDE6iCENT LIGHT FIXTUREF w RECESSED ADJUSTABLE EYEBALL /� # INCANDESCENT LIGHT FIXTURE rr -{ - INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN } g EXIT LIGHT o �* = EMERGENCY LIGHT NCE LIGHTS IN TOWER ABOVE FLUORESCENT LIGHT FIXTURE "�`' FLUORESCENT LIGHT FIXTURE I WITH PULL CHAIN N TRACK LIGHT Cp v ;z N 0 EXHAUST FAN(VENT CO EXTERIOR) c �� � O EXHAUST FAN/LIGHT COMBINATION � rn / (VENT TO EXTERIOR) 0 " a) O _z EXHAUST FAN WITH HEAT LAMP arn" ^ (VENT TO EXTERIOR) ® CHIMES 3 N 1 �OPB PUSH-BUTTON SWITCH > ® SMOKE DETECTOR $ c `0 Q MEAT DETECTOR Q CO2 DETECTOR (3m) QT THERMOSTAT ® PH I TV QS SPEAKER �. % l �'.� I �'•1 ~.� IQ PHONE(1-CAT3) '• I •� \ /• I •� '� 11 DDC(1-CAT5,1-RG6) 'loll, \ ` ® MDC(2-CAT5,2-RG6) CI F1 \ ELECTRIC METER CARPET TILE 1. . .` _®_ ELECTRIC PANEL 1 \ CEILING FAN PRE WIRE (PROVIDE ADEQUATE SUPPORT) • CEILING FAN/LIGHT PRE WIRE TILE CARPECC (PROVIDE ADEQUATE SUPPORT) r• •\ IV ' PH � •_.�. Sz _ELECTRICAL NOTES: (NOTE—ELECTRIC] loll 1• PROVIDE AND INSTALL LOCALLY CERTIFIED M KE DETEQTr PROTECTION AS REQUIRED BNATIONAL ASSOCIATION ON(NFPA AND MEETING THE / I REQUIREMENTS OF ALL GOVERNING CODES I I PROVIDE AND INSTALL GROUND FAULT YYY �/ 5k 2. E PTER (GFI)AS REQUIRED BY l I NATIONAL ELECTRIC CODE NEC AND MEETING THE I I I REQUIREMENTS OF ALL GOVERNING CODES. I I I ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. — -- — — - — -- -- — HVAC CONTRACTOR TO VERIFY THERMOSTAT BTM 0 86" 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E. 5• FURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARY SUMP PITS, DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . . . . . . .• 48"TO CL WALL OUTLETS OVER COUNTER . . . . 48"TO CL 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 SECOND FLOOR ELECTRICAL TELEVISION OUTLETS. . . . . . . . . . . 16"TO CL EXTERIOR GFI OUTLETS . . . . . . . . 16"TO CL K GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL SCALE' 1/4"=l'-O" FRONT DOOR COACH LIGHT. . . . 84"TO CL t GARAGE DOOR COACH LIGHT, ,•m (ABOVE GARAGE FLOOR). . . , • , 84"TO CL '.n DINING AND BREAKFAST FIXTURE . . . 64"TO BTM E" K( OF FIXTURE x FOYER AND STAIRWAY FIXTURE . . . . 96"TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL DOORBELL CHIMES . . . . . . . 84"TO CL l o ,J DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ DR HANDLE r 43- KITCHEN WALL HUNG MICROWAVE OUTLET . 76"TO CL KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL KITCHEN REFRIGERATQR . . . . . . . . 48"TO CL :'T. ' E WASHER/DRYER OUTLET. . . . . . . . . 48"TO CL `"w a w a r CL=CENTER LINE JOB N0.04-131-0040 1 =FIELD VERIFY Siesta Cove 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL L A 5 a 0 0 ca 5 4. w z e74'.-O" Ln N . 21 s a'-o" 45'-0 1 1 p 14'-1 3/4" 5'-S 1/4" 3'-5 1/4" 4'-7" IS'-& 3/4" LLJ r � 14'-II" 5'-�0" 3'-2 I/2" 2 3/4" Q �h� Jam_ 00 RECESS SLAB 3-1/2' o —KA FOR SHOWER z HB 014 J I � iI I W_ CD 7 — - - _ - - - - — _ _ — - -1 Ci1r m STEPS TO L w CxD� Loll o BY CODE vn © N w u I I I I I I I I I Ii I I li i I I I I o m �- I M I i - I I I I L SLOPE 1" e © m in 4" THICK FI5ERMESH REINFORCED SLAB N I I I I 1 TO BE POURED ON GRADE, COMPACTED I I I ��� 1 I I I _ I I I ►n w PER SPEC'S. DAMP-PROOFED w/ 6 MIL5 1/2 �`� I I I I I A i w CL = CL 4 U I I I THICK VAPOR BARRIER, CHEMICALLY j l I 1 1 10 0'-0" FIN. FLP. ( 1 " I I I TREATED FOR TERMITE CONTROL, I I i ( - 11Z II C� I STRUCTURAL FILL. I I I I III I � I l i 12 1 I I SLOPE I" I I I `n I I I 36" x 3fn" x 12"I I Z CONCRETE SLAB I I 1 I I I ( 1 1 REINFORCE w/ I I STEPS TO GRADE I 1 I I (4) S ROD EA. WAY REGI'D BY CODE I I r-L_ J i I I I d I I I I- - - - - - - -�.- _... .... - - - -1 I - - - - - - 4 -- -� I I I L _ — _. M. ._I � co cn 1 __.. � .� - ,_ - f J - -rt—� FLOOR OUTLET VERIFY LOCATION w/ SUPERINTENDENT I I I I 1 � � 7-1 3/4"" 9'-2 1/2" 4'--I" 3'-10" 15'-8 3/4" a'-O" I I"•-•-- I 10 _ W u� m I I 2'-3" 2'-8 1/2" 1 ;n I ,— 4" THICK FIBER-iESP ONGRAREINFORCED STED TO 8E POURED > PER SPEC'S. DAMP-PROOFED w/ 6 MIL I 0) [] -= F^=�= I t�IIGK VAPOR BARRIER, CHEMICALLY I -' IF ii I TREATED FOR TERMITE CONTROL, - - — J W/ " TREADSA41 1 11 W/SP I I D/SP I _ STRUCTURAL FILL. ---JL_-- I ,--� a Z .9 I I I r - 411 I - - - - - ..�. _ _ — I I � � I W o CONCRETE SLAB I'-ro" I'-!�" - REINFORCED w/ r - ---I I i (4) 05 RODS EA. WAY � I �'` I— , I � I STEPS TO �` a I_N , SLOPE 2" 11 ^I� I A/C I J I 4-I1 1 - I I GRADE REQV" 1/8 PER I -0 4- - -�- 1 I 11 D�I I I ( I BY CODE O I I i L fi--n Qr_ m rte-�-�1 I SLOPE I" I coo I :t 1 CO z 1 � I I I I cel IL_ I� 1 -5 1/2" ( I ►� c+l The GAS STUB011.1 Ob -1'-2 I W/ " 04 1711,4 �n IAr7_ 7 1111111111777ZZ.o4lZ71z,llv"Z7-7 ZZ_2172,,Z_Z42=f 111Z,&4Z=x1ZZ1ZZZ11ZZ1 - - - - - - - -. .... - - - - - HB Nor THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY 42" x 42" x 4" 1 �\ �/ I �ti SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED CONCRETE SLAB — — OPTIONAL ^J AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM DP BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING n 3--61t 011 31-("11 42" x 42" x 4" CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN _ 01 CONCRETE SLA» ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING 0 FOR A/C COMP. 11'-22" 22--01' 4._4.. V-1 i/2" S'_10 DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE -- TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. w U Q U-� 00 a CONGRETE FOUN:DATION PLAN- FOUNDATION LEGEND � SCALE: ���u-�1_�u (SEE SHEET No. S--4 FOR STRUCTURAL DETAIL) ,w o � o ______ _ _ U w � — —— — 8"x8"x16" CMU STEM WALL w/ 111 f Q FOUNDATION NOT__ES: (1)#4 ROD VERTICAL ON 48" O.C. Vw 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL -� ———--———————- & HOOKED INTO 20"(W) x 10"(H) �' r OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#5 RODS CONT. LL o TYPICAL FOUNDATION DETAI � U Q w -------- ---- - 20"(W) x 12"(H) THICKEN a_ � CONCRETE SLAB w/ (2)#5 RODS CONT. 0 INTERIOR THICKEN SLAB DETAI m a 0 o -------------- 20"(W) x 12"(H) THIC STEP DOWN C,ONCR ; °. -------r- ------ w/ (2)#5 ROD s: .0.. JOB NUMBER INTERIOR STEP DOWN DEEN N ;• '- . SHEET NUMBER S-1 c�F SW--4 '; •;d'.d r 0 '�fffl/flllll�••�•' a 0 TABLE FOR SHEAR WALLS FRAMING 0 (GROUND FLOOR) !1)x'tic 10" [Z)2"x 1Pi" �4) � !2)2 N 12" Z w Z (2)2"x 12" '4 !x)2"x 1®" - - - - _ THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE -- - -- - -- _ NOTED IN THE TABLE: I D I 4" x 4" SYP 02 A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. POST (TYP • LANAI B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK I�� I P RONT PORCH) BOARD RESPECTIVELY. �'' I C) SOLE PLATE---COMCRETE SLAB ANCHORS SHALL BE 1/2"0 x 10" LONG "J-BOLTS" (A36 STEEL) FOR n III I N **J `" OPT. GAS FIREPLAG£ 1 } EXTERIOR WALLS OR 1/2"0 x 8" EXPANSION BOLTS FOR INTERIOR BEARING WALLS. 04 x � II 4 II 1 _r DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR FLEX BE_DRI„I. 3 4 5,4TN 3 N Lr4Nr4I I x SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING 2 I I 9'-0" GLG. `i'-9" GLG. FRONT * In I - " 1 — a 7/16 OSB SINGLE 6" / 12" 60" O.C. n I I1�� RE,4T Room II I (BLOCKED) W o I �'-0" GLG. � � � C - _j .a- �• 9'-0" GLG. Cy- C14 1 i n I I 4 I B (BLIOGKOED) SINGLE 4" / 12" 60" O.C. < w C:) 271I O 5 a ** 4 (Z) x"x 12" I 2-�� V) o 04 Y- � I 4 (2)7"x >x" ( )2"x 12" 44 Q (BLOCKED)058 SINGLE 3" / 12" 36" O.C. * pp m ti b" x 6" 8YP 'y Q (BLOCKED) O x I I S'-0" cL�. PBT r� ` m Cl m v �+ I I n (BLOCKED)13 ^ lig I � � x � B/1O6" OSB SINGLE 2" / 12" '� 24" O.C. � �k � � ❑ P � 4 t(; :, ( ) o n ❑ Q a c�i� — [a) �"x IZ" (2) Z"x I " 3 �04 NAIL PANEL EDGES ONTO DOUBLE STUDS. 2 24 — — — — — — W/sP D/SP D NINCA Roa ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING.�.+� �y ::�4) -� SLG. = ADDITIONAL NOTES: �� Orr x 4" S 1 r `2 J �' I �$ '1 O �I 4\L POST (TYP' • LANAI .-i �f' I 4 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE co Co 4 P=t�DI�IT P CH) I 4 C BOLTED PER DETAIL "B" OF SHEET No. S-4. m u� I 0 ® [' (4) 1-3/4" x 16"1 LVL w/ (2) V4" ,436 STEL PLITCH PLATE ALITI IlL 2) FOR LOCATIONS CLOUDED AS Z INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED W I ` TOM PLATE �� 8'-m" CLC. I r a (2)211)( 12" (2) 2"x 12 " ?� AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. �� � � c4 4 ie '�' 1 0� 3) FOR LOCATIONS CLOUDEID AS 3 SHALL BE STRAPPED PER DETAIL "C" ON SHEET No. S-4, G� C17 W — —— — — — -- D/W I 4) FOR LOCATIONS CLOUDED AS ¢ SHALL BE STRAPPED PER DETAIL "M" ON SHEET No. S-4. > I > _,_ - - _ � � 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER - _ _ �--+ DETAIL E OF SHEET No. S-4. 9'-0" GLG. Q �� a 1 I j ❑ w <ITCH-I N El 1 r 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON ~� I 9-m GL N 1 x SCHEDULE A ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES z 5 GOND FLOOR A VE El- ❑ 4 L,4Nr41 2 I ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. xi < V-011 CLC:r. �_tv cr _ I a R,4 £ W/ I 4 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED W C:) � MIC AND CERTIFIED BY OTHERS. C..� w Q• �.� � I Noop @ I 4" xPOSOrr 81'P LANAI (� - - - - - - - -- - �.J O Q4 (2)211x12" O 4 �)�"x >�" 4 Q (2)211x 12" Z SCHEDULE »A" 0 CO ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE W w OF BEARING WALLS (PRE--ENGINEERED FRAMING) P GONp£NS£R UTILIZING ALL THREAD STEEL RODS O z &EGONZ) F F-FRAMING FLAN TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS w � DESIGNATION (Ibs) PLATE OR TO STUD ' a c) ALL TRUSS ENDS 1 STEEL 8005 SPACED AS T__11GROUND FLOOR 5�4EAR WALL / LA"T"""0UT_ EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS SHOWN ON SHEET No. S-3 Q0 OUTLINED BELOW SCALrE: 1/4"=V-011 USE (3) ROWS �,, T02, T07, T12, T14 601 - 1200 (2) H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS Lu OF 12d COMMON USE (2) ROWS T15, T22G, T24G, T27 SHOWN ON SHEET No. S-3 NAILS 0 12" O.C. OF 1 O COMMON d STAGGER NAILSNAILS ® 12" O.C. (3) LSTA36, "SIMPSON", ON BOTH SIDES. T01, T21 1201 - 4750 STRAPS NOT APPLICABLE Q LD N N 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 f GIRDERS. 1-40 FLITCH PLATES W 0 "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. cn " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED o USE (2) Rows USE (3) ROWS 1/2"� A307 MACHINE WITH (1 )K+(Z)J's AT END SUPPORTS OR (Z)K's AT w w gm OF 12d COMMON .INTERMEDIATE SUPPORTSLVL BEAM REQUIREMENTS ARE 0 OF 12d COMMON NAILS ® 12" O.C. BOLTS w/ NUT AND 0 � NAILS 0 12" n.C. STAGGER NAILS 2"0 12",C,WASHERS SHOWN ON PLAN ABOVE AND DENOTED BY. #—K's ❑ a w ON BOTH SIDES. O � � o LLJ (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL < � O (2) 1/4" A36 STEEL FLEfCH PLATE COW w a o 0 MUL,T I PL E MEM5E R GONNE CT I oN DETAIL5 z :7 NOT TO SC4L=: a L) BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. ., 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PLUS (1) KING FOR DROP BEAMS. SHEET NUMBER - 11\k �w: S-2 OF S-4 L USE 2" x (6 11 SF F 102 CONTS. STUDS cl FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: O 1611 O.C. FROM SECOND FLOOR FELT OVER 7/16" qS6 BOARD OR REFER TO ROOF PLAN AND EAVE L fro'-I 1/2" PLT 1,4NI7INC* TO THE TOPPL..4TE (:r- Ib'-1 1/2" PLT 1532" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES w i�04F TOMER LEVEL. AIR BAFFLE BTW EA TRUSS !2) "X 8" (2)2"x $" `-' !2) 2"X 8" O TO MAINTAIN 1/2" MIN AIR 12 y _ SPACE FOR VENT VARIES - - � — — — STRAP FOR TRUSS ANCHORAGE (SEE 16 SCHEDULE "A" ON SHEET No. S-2) 0.H. a \ �p I I X O I I DRIP EDGE �._ II 1104f T1 I I m I - `,' SEE DETAIL "D" 4 "1[" ON ET No. 8-4 WRAPPED II 5/$" GYP. BD. CLC. 04 LAND I VCS N I ALUM. FASCIA io VAULTED ca N FOR FLOOR TO FLOOR STRAPPING OVER 2x8 X 11 / \ II { 44 ... C T�-{E8E ►LL$. c� I I I I PERFORATED cry / \ n 16'-I 1/2" PLT I VINYL/ ALUM. 1/2" GYPSUM BOARD ICb'-I 1/2" PLT I SOFFIT o STUCCO 2x STUDS 0 16" OC (MIN #2 FRIEZE SPF) ca J - PROVIDE MID-WALL BLACKING FLAT LSI O 16'_1 1/2" PLT t 1-i) 16'-1 1/2" PLT - ©Al m WISE 0 JOINTS IN SHEATHING i m CN c r W L6O) PLT. PLT, 7/8- MIN. LIGHT z / P.T. 2x PLATE I � — — J TEXT. STUCCO -I VENEER OVER Lv C 9'-m" GLCs. C I MTL LATHE AND cd r O O VAPOR BARRIER 3/4" PLYWOOD PRE-ENGINEERED EER D FLOORED VAULTED > m U r FROM 9 VAULTED BEE DETAIL "D" s "IC" ON SI-IFFY No, 8-4 I I TRUSSES OR T.J.I. JOISTS 24" OC FOR FLOOR TO FLOOR STRAPPING OOM 2 FROM g' (SEE FLOOR TRUSS ENGINEERING) Q OF THERE BHEARWALLS I „ BE D MASTER 5u I T� " � I ___. __ ___._--� � � u LLJ Of Q o Co L___ — __ __- ____ ^ — __ �_ _ ,�T N 2 — — ___ ____ — _ — i N FLOOR TO C14 -. `, n 2N0 FLOOR IM JOIST BY TRUSS MANUF. {> TOWER &HEAR � PLAN- � g'_�p1j GLS LIDg'-0" CLQ• Q STRUCTURAL PER (SEE FLOOR TRUSS ENGINEERING) 12" X 12" FLAT 12" X 12" FLAT ,SCALE: 1/411=1'—O" II FOR GLC, FAN FOR CLG. FAN II N 1/2" CEILING BD OR 5i8" GYP. BD C\2TMP �, CQ VAULTED \0 VAULTED 1/2"0 THREADED STEEL RODS _ _, co co FROM 9' X FROM S, I SPACED PER SHEET # S-3. `,./ ADDITIONAL EXP. BOLTS MAY BE NEEDED PER SHEAR WALL — — TABLE ON SHEET # S-2. o w �+ 9'-1-I/8" PLT. L j C0 g'-1-1/S" PLT. I I o :C-0 MC\2 a I a ARB E 0 7/8 T"' MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT 0- i e. r� Ia-1 1 m EAT r4 I I TEXT. STUCCO WISE JOINTS IN SHEATHING I x 9'-0 CLC. .A 9'-m" CLC. x VENEER OVER x g o z ;4 9'-0" GLC X 04 I I MTL LATHE AND 2x STUDS ® 16" OC (MIN #2 �� u- P% ^ VAPOR BARRIER SPF) a ►� �...� O n P.T. PLATE w/ ANCHOR BOLTS PER o 1�1 �o z BY Sa CL. I STRUCTURAL � � a aLu4" CONCRETE SLAB WITH 6%6%10/10 W.W.F. TYP. (3000 PSI. � w (1) # 4 CONT. � Z-a ($)2"X 1m" � FIBER MESH OPTIONAL).9'-I-1/8" PLT. v _ r-•�, p SEE DETAIL "D" t "K" ON SHEET No. B-4 �^J I SLOPE GRADE AWAY ALL SIDES ��\\f��fr FOR FLOOR TO FLOOR STRAPPING ��-��---ii OF THESE SHEARWALLS. I•--�•� a VAPOR BARRIER 1 ►� — — ___ I �j/\\/ • ° \\\\� #4 RODS VERT. ON 48" Q.C. & AT CORNERS. 4 ( ) �•I — — _ . ERT RODS SHALL BE HOOKED 6" INTO �'� a FOOTINGS ® BOTTOM AND 12" INTO SLAB CO 20"(W)x 10"(H) CONCRETE \/\\/\\�\\�\\�\� 0 TOP. FOR HORIZ. REINFORCEMENT, USE �+ FOOTING REINFORCED %/\//\//�//�//\% 9 ga. HORIZ. JOINT REINFORCEMENT �""� O w W/(2)-#6 RODS CONT. \��\��\��\��\��\! ON 16" Q.G. (MAX.) W Z Z a E C ON F-D FLOOR SHEAR WALLS PLAN. � . � o 11 1_�II T�fi�'. 2 - BTO -'� WALL 5ECTIOil �..� z c sCALE: 1/�• � - - w � 1/2"� THREADED STEEL RODS CONTINUOUS FROM TOP PLATES SCALE: 1/2 n m 11_fin TO CONCRETE. SPACE ON 60"O.C. O OR AS SHOWN ON PLAN. SEE SEE DETAIL "L" OF SHEET No. S-4 DETAIL "J" OF SHEET No. S-4 FOR TOP CORNER BOLT INSTALLATION. IMPORTANT NOTE: FOR TYPICAL BOLT RUN. REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 BOARD NG. 15/32" PWD VARRES II STRAP FOR TRUSS ANCHORAGE (SEE Q J TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) AIR BAFFLE BTW EA 0 H SCHEDULE "A" ON SHEET No. S-2) I ! I 1 TRUSS TO MAINTAIN II THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING 1/2" MIN AIR SPACE " LANAI iii CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: FOR VENT _ FRONT FLEX BEDEt. 3 0 �•_m•� A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. GALV. METAL 1/2" CEILING BD OR 5/8" GYP. - PC?RCN 14 CzREAT R i i B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER DRIP EDGE BD TYP NAILS FOR 1/2 AND 5/6 THICK BOARDS RESPECTIVELY, OR WRAPPED ALUM. -- -- — W p 1-4 0 N I I 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. FASCIA OVER 2x8 ca • �7 I I PERFORATED I} Ln DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS VINYL/ ALUM. CD II SHEATHING DOUBLE SHEATHING NAIL SPACING SOFFIT STUCCO FRIEZE DININCx RQQM �► 16" OSB 1/2"� THREADED STEEL RODS 7 �j O / SINGLE 6" / 12" SPACED PER SHEET # S-3. PROVIDE MID-WALL BLOCKING FLAT s 0. I UTI ITY (BLOCKED) WISE 0 JOINTS IN SHEATHING w ADDITIONAL EXP. BOLTS MAY v ocD > BE NEEDED PER SHEAR WALL 2x STUDS 0 16" OC (MIN rr ------ 7/16" OSB TABLE ON SHEET # S-2. # S u I i (BLOCKED) SINGLE 4" / 12" " 0�ji Ad E-1 : 7/8" MIN. LIGHT P.T, PLATE w/ ANCHOR o coU� c- a 2-CAR GARAGE I I TEXT. STUCCO BOLTS PER II 44 _KITCHEN EI I 7/16" OSBVENEER OVER -- STRUCTURAL �--•I u� MTL LATHE AND I I (BLOCKED) SINGLE 3 / 12" VAPOR BARRIER 4" CONCRETE WW.FB. TYP . � Ofp (3000 PSI. FIBER MESH (1) # 4 CONT. cl- LANAI 2 w__j QOL), II ADDITIONAL NOTES: .� ..�� CD Q �$ _---- I I AWA SLOPEALLSISIDES - - ---D 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED 6 MIL VAPOR BARRIER Q. AT TOP AND BOTTOM AS SHOWN ON DETAIL F ON SHEET No. S-4. L____J � #4 RODS VERT. ON 48" O.C. & AT CORNERS. m a 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, ,� /` . .• \ VERT. RODS SHALL BE HOOKED 6" INTO O "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP �\ /\ FOOTINGS R BOTTOM AND 12' INTO SLAB O 20 (W)x 10"(H) CONCRETE ® TOP.. FOR. HORIZ REI Q CEMENT, USE PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FOOTING REIN ORCED 9 ga. HORizr J ;Jlt(J E,NT SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST W/(2)-#5 RODS CONT. ON 16'" V. ,r ' , ,'', THfREADEID � � � � FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL r. . � .•''���;, •';•., JOB NUMBER "K" ON SHEET No. S-4. - ' II W 1 11 T%1"f=, 1 &TORY WALL, � " SCALE: - SCALE: 1/211=1'—O" R SHEET NUMBER '11111111��N, I 1/2"0 THREADED STEEL RODS I 1/2"o THREADED STEEL RODS b DESIGN CRITERIA SPACED PER SHEET # 5-3. 1 LIVE LOADS: ADDITIONAL EEDED PER SH STUD WALL ADDITIONAL EXP. BOLTS MAY AR WALL I SPACED PER SHEET # S-3 . TABLE ON SHEET S-2. F#4 RODS CONT. BE NEEDED PER SHEAR WALL ROOF...............................20#/sq, ft., FLOOR...........40#/sq. ft. # TABLE ON SHEET # S-2. 2) WIND LOADS: 4" CONC. SLAB W/6x6x10/10 W.W.F. EXPANSION JOINT THREE SECOND GUST WIND VELOCITY PER FBC-2.001........................120 MPH I W 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING ^ - _ ( RECESS SLAG 3/4"x 10" WIDE N STUD WALL I AT GARAGE DOOR � CCPi = (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES _ 0 III_ 6 MIL. V.B. OVER CLEAN, I 6x6x1O/10 W.W.F. I 6x6x10/10 W.W.F. 3) COMPONENTS & CLADDING DESIGN PRESSURES *`* GATOR NUT WELL COMPACTED TREATED FILL ROOF (ANYWHERE)= -50.1 Psf, +23.7 Psf WALLS: ZONE "5" IS WITHIN 8 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" #4 RODS VERT. ON 48" O.C. & AT CORNERS. I +' STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO (- FOOTINGS 0 BOTTOM AND 12" INTO SLAG I . ZONE EFFECTIV _WIND AREA (sg t) PRES US R� (PSF) �� FF TIV WIN AR PRESSURE (PSF) -I I-' O TOP. FOR HORIZ. REINFORCEMENT, USE ` T� �. (2)-#'5 CONT. HOOKED (2)--#5 CONT. HOOKED 4 10.0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER TOP PLATE -11J-�J1 JJ1 L, 9 ga. HORIZ. JOINT REINFORCEMENT A• do TIED AT CORNERS I & TIED AT CORNERS 4 20.0 34.4 -36.6 5 20.0 34.4 --42.4 SCH. "A" ON SHEET # S-2 OF WALLS I Ir` ON 16" O.C. (MAX.) MIN. 18" �+ 12 MIN. 18" 4 50.0 32.1 -35.5 5 50.0 32.1 -38.9 .. 4 100.0 30.9 -33.7 5 100.0 30.9 -36.6 is " ''''' .� ... .• : I `III. Q ** = 48 (MAX.) OR ISI I 201-- TURN DOWN SLAB DETAIL *** PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES CONSULT ENGINEER GENERAL STRUCTURAL NOTES: 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING • I TURN DOWN SLAB DETAIL ® GARAGE ri ROD PER SHEET # S--3. REINFORCED W/(2)-#5 RODS CONT. EXCEPT O 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 6" Ljj"'1 WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER - - - � a J 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 7/16" OSB NAIL w/ CORNER DETAIL I m TO COMMENCING WORK. 8d COMMON NAILS TO O 6x6x1Q/1D W.W.F. � CV � 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, N.T.S. ""' STUDS PER SHEAR WALL (N.T.S.) PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET $-2. + .. _ 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 ro ».,. m • „II J m } -..• REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH. 'SIMPSON", STRAP Z -I - (2)-#5 RODS CONT. TOP PLATES m C 2 O 16" O 6" SPF # . . 'I m 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"xTHREADED STEEL RODS SYSTEM 20" I z it � SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"+D THREADED STEEL O Z U p EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. INSTALLATION INSTRUCTIONS INTERIOR STEP DOWN DETAIL w z Q v 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRIER DESIGNED STEEL COUPLER t) c) U a © U-1 FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1 DETERMINE THE STARTING POINT AND MARK EITHER THE L5TA36, "SIMPSON", (3) CONTINUOUS STUDS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-•-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY - - - - - - - - - - - - - - - - - - - - - - - - - - SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ERECTION. POST STRAPPING O TOP STRAPPING O IOP LO EPDXY GROUT ARE USED.^ 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N.T.S.) OLT&) 1/2"0 THREADED SOLE PLATE SHALL BE N CONSTRUCTION NOTES: SHEET. STEEL ROD ANCHORED TO SLAB W/ 1/2"m �+ I THREADED ROD BOLTS SPACED CONCR / SPH, *SIMPSON", STRAP 2x4 STUDS co m 3) INSTALL COUPLERS, WASHERS do NUTS WHERE REQUIRED O 16" O.C. PER SHEET # S-3. ADDITIONAL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI 1 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6" OR 4"x 4" POST EXP. BOLTS MAY BE NEEDED COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING 1 j RECOMMENDATIONS. 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ONABU, 'SIMPSON", t""4 CONCRETE. PgST ANCHOR SHEET # 5-2. 4) ALL THREADED STEEL RODS SHALL. CONFORM TO THE0w4 0R UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL ��-rte REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. p' DRILL 6" INTO CONCRETE l.; •:•• ~� C f I^--I MAXIMUN DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE T-�- BOTTOM of THE FOOTING. POST STRAPPING O BOTTOM ANCHORAGE TO SLAB O BOTTOM_ = 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, BOLT RUN DETAIL TYP J 003.) 04T.SJ _ I _ (2)-#5 RODS CONT. .. 0 WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) �--- 20" - 150 C) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL O PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) cn 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM TOP dt BOTTOM O ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. a�T MISC. FOUNDATION DETAILS G 1.4 o 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE GJ,T Z LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS OTHERWISE NOTED, Q w 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT, O Z FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches " H2.5A, "SIMPSON" F� SLAB ON GRADE.......................... H2.5A, "SIMPSON" H2.5A. SIMPSON CLIP (TYP) OR HEADERS PER SHT. 5-2 H2.5A, "51MPSON" ..........................CENTERED CLIP (TYP) OR CLIP TYP OR ROOF TRUSS ) # ROOF TRUSS ROOF TRU55 (TYP) SEE SCHEDULE "A" (TYP) ry 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP TYP OR ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE "A" W CORNER BARS WITH 2'-p" LAP SHALL BE PROVIDED. ON SHEET # 5-2. ON SHEET # S-2. (TYP) ON SHEET # S-2. Gs 1_4 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT w I REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �+ DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILEDr, OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA,76, *SIMPSON", w STRAPS � h+i " 20g x 24" LONG y r-� 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2-0 THREADED STEEL TWISTED STRAPPING z �1 1/2"� THREADED STEEL RODPER SHEET S-3 FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMPSON", ROD PER SHEET # S-3 # SHEET # S-2 �../ 0 FOR BUILDING" ACI 301. STRAPS. SEEFOR # OF STUDS. r Z O �i MASONARY: v 1 CONCRETE MA50NARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE # 1/2"a THREADED STEEL ry ) SEE SHEET S-2 ROD PER SHEET # 5--3 MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. OF 2000 PSI ( f ' m = 1500 PSI ). LTT19, "SIMPSON", w 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. HOLDDOWN CONCRETE SLAB HTT22, "SIMPSON", HOLDDOWN W 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WITH �--I 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. WOOD FRAMING , e 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER ", , i' DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS AFN, EXTERIOR WALL OPENINGS F DOOR JAMB B DETAIL SAWN LUMBER LAM. VENEER LUMBER STRAPPING O TOP dl: BOTTOM STRAPPING O TOP & BOTTOM EXCEPT AT ANCHORAGE O TOP do BOTTOM Fb = 1,120 PSI Fb = 2,500 PSI STRAPPING O TOP & BOTTOM JAMB STRAPPING O TOP & BOTTOM N.T.S. GARAGE DOOR dl; OTHER LOCATIONS SHOWN Fv = 90 PSI Fv = 285 PSI (N.T.S.) Q Fel = 565 PSI E = 1,900,000 PSI ON SHEET S-2 OF THE DRAWINGS (N.T.S.) (N.75.) n Fc = 1,455 PSI (N.T.S.) O E = 1,600,000 PSI LL W 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. O 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE F-1 OR SOIL SHALL BE PRESSURE-TREATED. TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR 04 O *** `i) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ROOF TRUSS NOT SEE SCHEDULE "A" ON SHL # S-2 w Ur� 0 APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING BLACKING REQ'D. SHOWN FOR CLARITY '3 A BETWEEN OUTRIGGERS A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2x4 BLOCKINGCAB O SHEATHING JOINT 2x4 OUTRIGGER O � pry 4" FROM GABLE END O 48" O.G. �HURRICANE CLIP H-2.5 CONT, 2x4 SCAB FROM TOP TO ����. V 1 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. V-HANGER OR EQUAL O 48" O.C. BOTTOM CHORD TO SERVE AS NAILER J-' O 8-0" THRU 9'-10" 2x4 16" 7/16" STRUCTURAL ROOF SHEATHING 2x4 BARGE RAFTER CONT. FOR X-BRACING O 8. O.C. PROVIDE CLIP FOR 400 lbs. FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153--80. OF LATERAL SHEAR - 10'-0" THRU 14'--0" 2X6 16" BOTTOM CHORD OF COMMON •'� � 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I SHINGLE STRIP TRUSSES O 24" Q.G. SPH, "SIMPSON STRAPS BOTTOM CHORD OF GABLF, �r-�.•J O 32" O.C. 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF 2 14'-1" THRU 18' 6" 2x8 16" j 1 I FASCIA END TRUSS .� I w # 1 12d NAILS O 8" O.G 6 _ �� INSTEAD OF SYP #2. I 2x4 X-BRACING 19'-0" THRU 22'-0" 2x8 12" I r - �"] j 2x10 12 O B'-0" O.C. TOP CHORD OF GABLE END (3) 12d NAILS . .' ' " 1 I I TRUSS DROP 3-1/2" DOUBLE TOP PLATTE �'�' t W I 2'--0" ' r (n ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TDP TO 1 MAX. F-4 L'I UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD O 8 ft. OPENING 0!' FROM GABLE I � IF HORIZ. CONTINUOUS BRACE CAPABLE OF I 10- SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS CONT. 2x4 SCAB FROM TOP TO t 2x4 BLOCKING O 48" O.C. BETWEEN LSTA36, "SIMPSON LJ DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I I BOTTOM CHORD O X-BRACING GABLE END TRUSS AND FIRST SPACE O 32" O.C. T� CONNECTION FASTENER NUMBER OR SPACING 2x4 SCAB IF VERT 1 I (PROVIDE ADDITIONAL 2x4'8 AT COMMON TRUSS (MAX.) V 1 DOES NOT APPLY. I VERTICAL IF HIGHER THAN 48" 1 1 TOP OR SOLE PLATE TO STUR, END NAIL 16d COMMON 2 WEB IS NOT PRESENT I TO FORM AN "L" SHAPE)I I CONT. 2x4x82 SYP. LATERAL I BRACE O 48 O.C. Q STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TYP) I a I BOTTOM CHORD OF AT X-BRACING I I GABLE END TRUSS (3) 12d NAILS E••L DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. r� � DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I 1 SHOE PLATE wCD TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON (2)--2x4 TOP PLATE ISOMETRIC VIEW 0 CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE SCHEDULE D CONT. 2x4x8' #2 SYP SHOVING LATERAL BRACE TO Q o LATERAL BRACE O 48" O.C. 2x4 STUDS O 16" O.C. GABLE END TRUSS FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS Z 7/16" OSB ON let. 2x4 BLOCKING O 48" O.C. -PLATFORM FRAMING- SUPPORT BEAM OR - (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) m Q PLYWOOD & PARTICLEBOARD SHEATHING: NAILED ON 4"/12" BETWEEN CABLE Ae FIRST TRUSS GIRDER PER SHEET # S-2 ROOF - 7/16" OR GREATER - _ - 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CLIP O 48" D.C.. CUP MUST 0 Elf 8" O.C. INTERMEDIATEPROVIDE A MIN. 400 lbs OF SHEAR. C-) UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-0" WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & LINTEL * (3)-2x8's (3)-200's (3)-2x12'5 PLATFORM FRAMING H tif; .01 12" O.C. INTERMEDIATE DETAIL D FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & L JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END ;.•' J Q B NUMBER too 12" O.C. INTERMEDIATE * TWO (2) PLATES WITH A 112" PLYWOOD FILLER MAY BE USED INSTEAD OF aT&) STUD TO STUD STRAPPING THE THREE (3) PLATES MENTIONED ABOVE. NOTE: (N.T.S.) UNBRACED LENGTH OF X-BRACING MAY = ES OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. EXCEEEXCEED C 0 t10A DITIONALG SCATH B REQ'D. f ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. � ' +•� SHEET NUMBER k 1 t. S-4 of S-4 t A eco Product a jags 39 2002,' ,P>r g DU L LINE 1 TL, f0a SME 3 M40150—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53x53 High performance single hang +50 -55 53x76% +35 -35 53X96 Tw--SI-11 +50, -50 53x78 Tilt sash single bung +35 -35 53x96 TB—SH .+50 -50 S3:96 'Wilt thermal break single!Ting MP—SH x-70 -70 53x78 Impact single hung RW HP +35 -35 127x61 High performance horizontal slider Rw XHP +55 -55 74x51 Extra high performance horizontal slider +45 -45 112x63 W/3/4/5 SGl.3 +35 -354069 panels Standard sliding glass door +30 -36 3080 panels 2"Sill M2/3/4/5 HP SCYD +4.5 -45 4080 panels' High,performance sliding glass door 2-1/21'Sill 11 .2/3/4/5 XHP SOD +55 =55 5080 panels Extra.,high performance sliding glass door 2-1/21'Sill �^ 5'wide panels not available in IVIS&5 Revised;04/W02 CAULK BEHIND UINOpU Ttla BY1FRANIN11 - 110 SCREW INSTALATIDN ANCHOR _•YvL1UDU)IUCK ANCHOR CONCRETE 119 IASONR'YR u1Npp11 FIN 1ADTH HY oTHERs CAULI( BEHIND WINDGV FIN 3/14'DIA.CONCRETE OPENING BY pINCgS NRLCHBE10O NT CONCRETE OR MASONRY r. .• - 1/4'NAX, - - SCREW ANCHOR OPENING jr OTHERSS 1> SHIN AS REO' AT EA.SCT OF INSTALLATION Ar1CNOR $yG LOAO B AR1NG Su$IS. 4AX. 1 SPACG / SHCAI'NIIJG BY OTHERS CgULX BETWEEN VON BUCK SN111 A$RCO'D. ALLDVAR`L gpINN$TALI(TO BE 1/4•.USE SHINS VNC t s ACC GWCAt R iNnN 116 1S PRESENT. TVG BY FRAMING BY pT1ICRF• &I4p$pNR7 OPENING BT BTHER$ W/LOAD YWd DY VOGD PI DOOR NAtY11JAL.ALL1111 H ALLOY 6067 DUCK 9Y OTHERS 127/4`H1W. ,uy 2.(YYp), 1N87AL.Lp T1GN ANCHOR 71EAR1N0 SHIN BUCK HY Ri14ERS 9� aW 5CR(tl'NT04C ATSON AN Man$INST HC OP SUprICICUT LCNWIY iD AGMICVC MIN.CIIBCOi1CHy 17BEDHENT of 1-IIB•aN tV0 DT VDaD BUCK.CON TE$CRCU ADCHGAS AT$11k ROSr Yf OF SUFFICICIIi RIO SCRCV(TYP.) INSTALLATION ANCHOR CAULK SETVCEN MASONRY LCNGTN TO ACNIEvE 1111✓.EMBEDMENT DY 1-1/4•INTO MASONRY OR LYIHCTE. 010 SCRCV ov.) OPENING S.VWD BUCK 41 NAX ALLOVABLE SPACING BCTVEEN 010 SCACV ANCHORS AND Co11CREIC S�RLV ppCNtlRS 70 DC pq. SHIM AS Rr0'D. BY OTHERS D.C.MAX, U/ LOAD m 5) USE LATEX CAULK 90 COWVALENT F49 PERIMETER SEAL AROVNB 101!Aft Or ODUR BY OFHERS. o o BEARING SHIN SWDING PLASS - 3/016 SUCK d1 IrEXACT 5i[n AOR THC$APARCPRIAT➢114 ANCHOR USE ANCNda 9UNfTI1Y LISTED VON NE%T SPACE •° JANE SCREY/AtICHDR BY Di1JERS )) FDR POC /'DOOR S1IE8 118E Clps SY Br PASS Dg�R itR�C A COIIFI1111TIM TO FINIS'OP;IJAIG. 1/4'MAX. _..._" DOOR FRgNE PLACE CONC114 pR�CTC SSCP ANCHORS 114 TER REyR�DMyy ofe Np gTp1P A$SHG//H. SH{14+SPAEE v 9r JIANBN8t i cORIdk9 AND CLASS Is N a SATHRIt WIMOSILLSARE IO ETp Bf1304 LSEAIC➢Att AVY7 SINGLE GI.AEIIA SllN. SLAM SEALER. e VIDI A S VLL Jl11NT EHBEDN[wT P 101 ALL TnANLtLuAT�pH�All LISTS:IN HAS OWt YOH IS DR AIA ItAYC/F AL $'<TYP.) 111 N ALL[Ni-rE► _m)tl_!-O.N4.LISTED A VE ARL SNpVII�N THIS DRAtr111G eI/�UatVFR H181ALLATIWI E%TER1dR APPLY 10 IMSYALLATt�+t r ALL Cpp1�14VRAT)gys, l'NIN. TWO$T CYTFQit>k 121 KI R 2 LID L D SKWIN. THIS PRINT ALSO APYLILS 10 MARE(J; ENBLD)ICHT WOOD RUCK a j NARK 4 t 114RK S. BY GIHERS TEMPERED 4LA4 FIN FRPMG J0.1lB EXTERIGR FINISH <TYPJ r BY OYNCRS ENT,FINISHJ > _ • S "�' SECTION �� PCRIMEYCR CAULK BY GIHCRS •• INSTALLATION ANCHgR CHART 8Y DTNCRS PERIHCTER CAULK J1^lJd• MIN. PER14FTER CAULK 8T OTHERS '^'T<MBCDHENT #110 SCRE;wS 1N 3/16' DIA. CONCRETE 4110 SCREI!$ („Eq,.•.:. Ill OTHERS r CALL OVERALL ✓RAMC HED SCREWAN FRAME SILL JAMB 8. k HCTGHF VIN➢DW _ EXT.f1HISH 512 SIZE up Td. 410 BTnPSF UP TO 46DPSF 61 JPSF UP TO 46 PO '-ell;ASF.• TG T()_. V1DTH `t BY aIHERS F 0 SF 7q ASF 5 Sr 60 PSF 7 PSF ... DOPA RRHESS - t/4'AJAX, 69 x0 Gu,XX 72-11/161x 80 4 A 3 3 3 3 3 b• ;.'..•6`,:'' MCAD -'•' S.G.D.WIDTH--------^---a D668 Xd�d%,kk 96-11!16 x BO 5 S 6 y 4 4 J 6 SH114 SPACE x % 5 5 8 3 6 ”-:[.•6 00 �'---� �•�-F SO" Y"7H[R5L P O bER�I1R -- !8069 OXD 14S`SJ x$p 7 9 lo an AX, D.C. HEjGDHRT iBD6B p%Xd,xxxx 144-11!16 x'OD 7 $ Ixx IIA%.<iYP.1 ° II�- a 169D6g OXNXO XXXX XXXX PT31�16 x 8Q !3 7 19 i� 0_ a 3 6 6 T9t 1V� TCFIPERED in,Ox.XX 60-11/3 x 96 3 3 3 3 !4 !6 3 VINBOW EUUAI.LY GLASS (TYPJ 1-!/tl•►UN 6D80 Xd,OX,Xx 78-1L/16 x 96 4 4 6 9 a°� 4 6 6 SPACE tHDEpMCNT M Y L T113N ANCHOR CDDp% n%,%% 96-t1/!6 x 96 5 $ q 1,A 6 S 5 6 6 6 IICIGHT AIICNpN$ In SL`REM/ lion 0XO it+ 6 6 •�6- - LL ° o r11P> info GRD !4$-$JB x 96 H 10 )1 7 8 9 6 6 CAULK 8CT\/EEN tI4• E VtTOD FRAME L 0 t -121181)0014. Xxxx- 13 1.96. C- 9 �j 13 6 _-•,g_-_ 6 SPACE HOOK$TRiP IPP dXXO.XX%% 144-1V16'/16 k 96 > 7 6 `-9-- RN $$ `f/ I gee Ono,XXXX t9B-111)6 x 96 A 14 IT 9 6 C1tHpRSlpEvUN Jam._ (._ .. j0 u 7 2 16 6...... 0 0 TWp BY VOOD ZOOBD "O XXXX 840-11/1 x 96 14 9 12 6 0 jo - IF L ---- -0 6(TYP>1 PAX. FRAME BY OTHCRS TVp BY FRAMING -- SLIDING GLAS DY DTNCR$ ➢AUR FRaHC V �'Y SILL SLIDING GLASS w--•—..- ry•7' ry DOOR HOOK STRIP .. .1 1IN S 6'MAX,(lip.)^� -- J// ' y 'e H � � V4114UNI'ALM foes SCATHING 6 MUST BE OF SUFFICIENT LTH.TO ELEVATION a ° s ENBGDIIENT BY OTHERS - TM. I.w V IWO FRAMINO MEMBER. �j 1-1/�4'NIN. I I a! V FROM CORNERS&24-D.C. VIEWED FROM EXTERIOR EXT.FINISH fxTERIcIR EL�yATlaN ' rY Br.nTHERs OXO DL]OR SHOWN EfBlq� ELEVATI(��J AT NFAO&JAMBS WITH DUO-SIL pCRN1ETER CAULK Duo, Xxxx DOOR SHOWN AO L APPLIMMON OF DUO-SIL 1611PERED OLASS Rr OTHERS IPIY 01=111, SFAlA11T tAMIUFAOTUAtles ._...._, s .• z_�+*.W..I,.�. .. __.,, ..-...., <iYP.) - - •-•-._- .��' rr - "I.,BENWp F11,AT Y/INpOW SILL. ] \1 ( SEI SILL IN SED J� - 'ALENF Still PERIMETER SEAL AROUND 1 I V C 4� �•„V e 6245 OLD U040S 00AD dF CONCRETE OR CAULK �(111�`STR !' E7AIl KINC V LTD NN JAC109ONVAtt.FLORID:. •31254 _: ANE 6. ff y _ INr1ALL.ATIOa ANCI4DR SLIDING GLASS JACKSONVILLE:, FLOWN OT t{��p IN q CH CHART.USE ..d...-�,;..• ..•.,ji Jam✓ _ ._..._.- _. - __ _. 8/6' DIA.CONCRCHE DOOR FRg11C ti,��,.in.r.;rs✓• ., u...••. 4IH flj7t!LAW 91IE. ,�"y�,�=:..,,•, itfl.[�INSTALLATION DE'fAll_ 470)1) I"RAPIE OPEP1tNG _ scltEV ANCHOR<7Yi'.> JAIIE ,�,,=`�IY,r�!... � � T)tio SL1DlIlG GLASS h1309 W/TvO BY VDITD BUCI(I7kFRAmr. . MAY VilriY PER THE REOUIRElAEt+iS �,Y -•; "';:_ }IN SINGLE HUNG WINDOW Ng0/50 & 14+!0/5UMP MASUNRYEOPENINU $7 UPEHING DX / XX_ / GXCI 10%X6 E XXX7t�IIISYALLAYIgON�I)ETA11 4U1A.IILI��f GLAZING IS SHOWN. ". ,...w ... ...,,.... _ ''' - - - - ....,.... AXI�i 61r#i BY pr11ERS =J:' .�;��^'.... NGK CR: ERc(itttmMANUf L MARTiF1EX 1311 11/Ota/DI 4 FIN JAMB DO NOY RFOUIRE _ J r 11A11UEL I4ARTITJEZ' _$3 li?/gJO1 4 fIV[L p dlt!n ffD` o`l J- ' ER([iR ELfVA7TtTN CIVIL N.T.S. K.1AXDp7 1171) 1 s� z. Rp s ..v.. R IAM11 ANCHORS ARE ONLY REWO. ... I C Rn ' y u.R 8 s T •�. _ 1 DISCtvs b 2CaLC. RVO. 1(s a EE►. .� axx aaa RCQ ra -- % fl.R�O.1101 k'C�:'! 1i§1 = y~��: ,,,,.;�,..,:�n.,A�Jy,o_..,�„�.K •p•� OX, xO, R SNDWN rL 7!82 R v.L FTEe sicCn 1 nc T �GP1JLaY 1 2 BY WOOD BUCK 010 K 11/4' MINIMUM EMBEDMENTOR !1 3/16' PFH TAPCONS WITH 4,563' 1 112' MIN, EMBEDMENT (TYP) HIS XBE 1NSIpLLfD 11nrr Y At 11141,11s PRBIECTED BY p CAfr OR (2) PER HAD JAMB DVMIL, S N 1NR111K 1VEEN 1BC f(6t IY CA1✓OPr 84 OVERK4N6 114' GAP MAX, TIS IESS•1lV�V 9S�S U1q.ESS I>filf IS 1HSid11D IN ABIEAREASVNEIK1KUiBIANHKAREAARE 1fl0t0 1ER NUNN, 750' VAI R 1411RA10N E V�IVVIIIVM�' � yyi�ppO IRININI6 iKfOED j iP�I11R Pasitl A r >� +16.0 psF a MATERIALS LIST ITEM NB, OESCRIP11pN. PARI HUIIBCR COWIENTS ° °°°° WDOD-HEAO,iAhIB EV-12 'HIL. TOBEW D COMPRESSION IiEkiNERS1RIP t R FIXED TIRESNOLD . 8111/16" 79 5/16' TOP CIV�WEL EW-05 INTERIOR ° : EXTERIOR T 26 {017 ►,002-,00Q) NUi1RIliNNZBDI9-1. MAX r BASF FOAM- BEN TY 2.0 TO , ibilfe Q 9 Ti M CHANNEL W K BLOCK EV-08 EV-81 /6° 'x l 51 'Nl._TO V10 9.7°5• e 1 w D-KE VILE 11146 i 11/1V 1516`172 l'NIL.TO B V 0 K f ER PIAT' EW49 Q50 R T1C ® ,;a° V D= N RM �• 1 N x 4 l 'NTL,TO BE VOBO ® 1•. 5 l0 4'W P S (4)SCREWS PER HINGE SCREWS PER RINK � �q(dN+� 1 Y 1 l nl�tlnlu�u�aYl tti OV��SCdM 1'25, soup J,Ze�• B 110 x 3/4'r' V's, t2)SCREWS PER HINGE 2I AT EACH STRIKE PLATE LpCKSET VB(SE1 BRAND 210 LOCK ���V C Y TON si a JD lDll 111511110 111[ AEC BA O10(1Y FICAIONS a/W JD • 2 BY WOnD BUCK fNIR IpIS'ImojtN gig/ It - ryry w ° G A A PRGE '.nh 6 i 1'C5) )(�Su RS _...w..._ . ..._ ,.., _. .. _.__. . . 7 SECTIUN T #10 x 1114 M[NIMUM EM$1DMENT OR p �ilJp, __ 3/16°,PFH TAPCONS WITH. �R D�Ii �IVIf1Y SYSi�h9S 1112°MIN, EMBEDMENT (TYP) 91l TctRs 31101 - W (2)PER HEAD JAMB PItIS NS6bi(,� /"` SHEET 2 OF 6 G - . ... ... . DOER �V1SDW(EII1R C 69 7/�•NAx -.. .. .. 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EXTEV11�filE LATEk CMAx MA% . .� acrmtr>R ,..rtMns ss°Ito.sra c�� m s ala g' '•� ,•d Ixv ar L[w.«o Txws �° At ,.,!'QlBCL+ArCrNCYTiHiME !N1@RInR tiv:•=,G/ /3LC;1F4Y+MQNttri7HE v sc Ax g(:YN�Yli-D 5 I— i r.•.,•,.7.,- i Q xr, res► •" `�� � R R TRY SYSTEMS 31-10�20.�• -:WPIGLASS �"— BITEI er pxoc aLnhsl 9!t 6 M=DOt I - v r aarr;2 :,,. �. m: Larn�o„ Y S 31-III�II Ew-I ACM-WI OnE110LAplGtN�HOiL�Ct? V8 iENWEREP GLASS Y N` MaECO►iFlWtC80FNCE L S+aEET 2 or 6 AC9LPriNC!S loll-•03 r y./q ..;r,: I _ .._ ACCOnAKENO.,� tfYF$Y(LII(T w 2 BY WOOD BUCK 010 K 11/4' MINIMUM EMBEDMENTOR !1 3/16' PFH TAPCONS WITH 4,563' 1 112' MIN, EMBEDMENT (TYP) HIS XBE 1NSIpLLfD 11nrr Y At 11141,11s PRBIECTED BY p CAfr OR (2) PER HAD JAMB DVMIL, S N 1NR111K 1VEEN 1BC f(6t IY CA1✓OPr 84 OVERK4N6 114' GAP MAX, TIS IESS•1lV�V 9S�S U1q.ESS I>filf IS 1HSid11D IN ABIEAREASVNEIK1KUiBIANHKAREAARE 1fl0t0 1ER NUNN, 750' VAI R 1411RA10N E V�IVVIIIVM�' � yyi�ppO IRININI6 iKfOED j iP�I11R Pasitl A r >� +16.0 psF a MATERIALS LIST ITEM NB, OESCRIP11pN. PARI HUIIBCR COWIENTS ° °°°° WDOD-HEAO,iAhIB EV-12 'HIL. TOBEW D COMPRESSION IiEkiNERS1RIP t R FIXED TIRESNOLD . 8111/16" 79 5/16' TOP CIV�WEL EW-05 INTERIOR ° : EXTERIOR T 26 {017 ►,002-,00Q) NUi1RIliNNZBDI9-1. MAX r BASF FOAM- BEN TY 2.0 TO , ibilfe Q 9 Ti M CHANNEL W K BLOCK EV-08 EV-81 /6° 'x l 51 'Nl._TO V10 9.7°5• e 1 w D-KE VILE 11146 i 11/1V 1516`172 l'NIL.TO B V 0 K f ER PIAT' EW49 Q50 R T1C ® ,;a° V D= N RM �• 1 N x 4 l 'NTL,TO BE VOBO ® 1•. 5 l0 4'W P S (4)SCREWS PER HINGE SCREWS PER RINK � �q(dN+� 1 Y 1 l nl�tlnlu�u�aYl tti OV��SCdM 1'25, soup J,Ze�• B 110 x 3/4'r' V's, t2)SCREWS PER HINGE 2I AT EACH STRIKE PLATE LpCKSET VB(SE1 BRAND 210 LOCK ���V C Y TON si a JD lDll 111511110 111[ AEC BA O10(1Y FICAIONS a/W JD • 2 BY WOnD BUCK fNIR IpIS'ImojtN gig/ It - ryry w ° G A A PRGE '.nh 6 i 1'C5) )(�Su RS _...w..._ . ..._ ,.., _. .. _.__. . . 7 SECTIUN T #10 x 1114 M[NIMUM EM$1DMENT OR p �ilJp, __ 3/16°,PFH TAPCONS WITH. �R D�Ii �IVIf1Y SYSi�h9S 1112°MIN, EMBEDMENT (TYP) 91l TctRs 31101 - W (2)PER HEAD JAMB PItIS NS6bi(,� /"` SHEET 2 OF 6 G - . ... ... . DOER �V1SDW(EII1R C 69 7/�•NAx -.. .. .. I•NAF 4•NA% . /•NAx ..MA% 4•MAX INTERIOR .. 3*mix L• ----•--•••,—�•Lea`VAX NAx L-41 MAX II s is-MAX 5L 1/4• MAX me. NAX ,�7 t/2•NAx 29.31+ 84 �/4• NAY �S ' MAx �/4• GC 6 MAX 1/r 7 9 IC t6 eonY 1STX SWIM MAX OR,MAX g IZ Iq. S m° to is•NAx ;�' �. .t. �. ��• '� �- ti'. .. t1F S7 1 2•NAx •/ _ ''L•F!,,,A .�• p r.M`r.�... / ,/.. °•NAx v •1�. •i:: ••j L w J /•NAx 1 C.C. y wax 4 4/16• HAx"'1 w1+� t ��• ��i;'4•MAx '�IAx,�=+a MAx A 7'NAx d•NA% 7� 1 NAx MAx /•MAX IS % 4•Milt.--�t.- 1-4- RAN ,aEla sec es.AZIMc Herat _ /• 'MAX atr •t sr `�-. 7 `. u b EXTERIOR MAXey x 1 190.G x �• LINA%'. SECTION A�-A 15•MAX MI' • • . ❑� 14•��{4. x I N'S W I N G OTHER COWIGURATIONS .. MAx NAx GLAZING DETAIL .. 6•Max ]•NA% r 1216. 'A! y MAX 6B 7/4• as 3/4• ',' A'MAX aL1ERV�LL L� S MAX MAX 37 1/2" ,. X/•MAX . EXTEV11�filE LATEk CMAx MA% . .� acrmtr>R ,..rtMns ss°Ito.sra c�� m s ala g' '•� ,•d Ixv ar L[w.«o Txws �° At ,.,!'QlBCL+ArCrNCYTiHiME !N1@RInR tiv:•=,G/ /3LC;1F4Y+MQNttri7HE v sc Ax g(:YN�Yli-D 5 I— i r.•.,•,.7.,- i Q xr, res► •" `�� � R R TRY SYSTEMS 31-10�20.�• -:WPIGLASS �"— BITEI er pxoc aLnhsl 9!t 6 M=DOt I - v r aarr;2 :,,. �. m: Larn�o„ Y S 31-III�II Ew-I ACM-WI OnE110LAplGtN�HOiL�Ct? V8 iENWEREP GLASS Y N` MaECO►iFlWtC80FNCE L S+aEET 2 or 6 AC9LPriNC!S loll-•03 r y./q ..;r,: I _ .._ ACCOnAKENO.,� tfYF$Y(LII(T w t A eco Product a jags 39 2002,' ,P>r g DU L LINE 1 TL, f0a SME 3 M40150—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53x53 High performance single hang +50 -55 53x76% +35 -35 53X96 Tw--SI-11 +50, -50 53x78 Tilt sash single bung +35 -35 53x96 TB—SH .+50 -50 S3:96 'Wilt thermal break single!Ting MP—SH x-70 -70 53x78 Impact single hung RW HP +35 -35 127x61 High performance horizontal slider Rw XHP +55 -55 74x51 Extra high performance horizontal slider +45 -45 112x63 W/3/4/5 SGl.3 +35 -354069 panels Standard sliding glass door +30 -36 3080 panels 2"Sill M2/3/4/5 HP SCYD +4.5 -45 4080 panels' High,performance sliding glass door 2-1/21'Sill 11 .2/3/4/5 XHP SOD +55 =55 5080 panels Extra.,high performance sliding glass door 2-1/21'Sill �^ 5'wide panels not available in IVIS&5 Revised;04/W02 CAULK BEHIND UINOpU Ttla BY1FRANIN11 - 110 SCREW INSTALATIDN ANCHOR _•YvL1UDU)IUCK ANCHOR CONCRETE 119 IASONR'YR u1Npp11 FIN 1ADTH HY oTHERs CAULI( BEHIND WINDGV FIN 3/14'DIA.CONCRETE OPENING BY pINCgS NRLCHBE10O NT CONCRETE OR MASONRY r. .• - 1/4'NAX, - - SCREW ANCHOR OPENING jr OTHERSS 1> SHIN AS REO' AT EA.SCT OF INSTALLATION Ar1CNOR $yG LOAO B AR1NG Su$IS. 4AX. 1 SPACG / SHCAI'NIIJG BY OTHERS CgULX BETWEEN VON BUCK SN111 A$RCO'D. 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I C Rn ' y u.R 8 s T •�. _ 1 DISCtvs b 2CaLC. RVO. 1(s a EE►. .� axx aaa RCQ ra -- % fl.R�O.1101 k'C�:'! 1i§1 = y~��: ,,,,.;�,..,:�n.,A�Jy,o_..,�„�.K •p•� OX, xO, R SNDWN rL 7!82 R v.L FTEe sicCn 1 nc T �GP1JLaY 1 I 1/2"0 THREADED STEEL RODS I 1/2"o THREADED STEEL RODS b DESIGN CRITERIA SPACED PER SHEET # 5-3. 1 LIVE LOADS: ADDITIONAL EEDED PER SH STUD WALL ADDITIONAL EXP. BOLTS MAY AR WALL I SPACED PER SHEET # S-3 . TABLE ON SHEET S-2. F#4 RODS CONT. BE NEEDED PER SHEAR WALL ROOF...............................20#/sq, ft., FLOOR...........40#/sq. ft. # TABLE ON SHEET # S-2. 2) WIND LOADS: 4" CONC. SLAB W/6x6x10/10 W.W.F. EXPANSION JOINT THREE SECOND GUST WIND VELOCITY PER FBC-2.001........................120 MPH I W 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING ^ - _ ( RECESS SLAG 3/4"x 10" WIDE N STUD WALL I AT GARAGE DOOR � CCPi = (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES _ 0 III_ 6 MIL. V.B. OVER CLEAN, I 6x6x1O/10 W.W.F. I 6x6x10/10 W.W.F. 3) COMPONENTS & CLADDING DESIGN PRESSURES *`* GATOR NUT WELL COMPACTED TREATED FILL ROOF (ANYWHERE)= -50.1 Psf, +23.7 Psf WALLS: ZONE "5" IS WITHIN 8 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" #4 RODS VERT. ON 48" O.C. & AT CORNERS. I +' STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO (- FOOTINGS 0 BOTTOM AND 12" INTO SLAG I . ZONE EFFECTIV _WIND AREA (sg t) PRES US R� (PSF) �� FF TIV WIN AR PRESSURE (PSF) -I I-' O TOP. FOR HORIZ. REINFORCEMENT, USE ` T� �. (2)-#'5 CONT. HOOKED (2)--#5 CONT. HOOKED 4 10.0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER TOP PLATE -11J-�J1 JJ1 L, 9 ga. HORIZ. JOINT REINFORCEMENT A• do TIED AT CORNERS I & TIED AT CORNERS 4 20.0 34.4 -36.6 5 20.0 34.4 --42.4 SCH. "A" ON SHEET # S-2 OF WALLS I Ir` ON 16" O.C. (MAX.) MIN. 18" �+ 12 MIN. 18" 4 50.0 32.1 -35.5 5 50.0 32.1 -38.9 .. 4 100.0 30.9 -33.7 5 100.0 30.9 -36.6 is " ''''' .� ... .• : I `III. Q ** = 48 (MAX.) OR ISI I 201-- TURN DOWN SLAB DETAIL *** PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES CONSULT ENGINEER GENERAL STRUCTURAL NOTES: 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING • I TURN DOWN SLAB DETAIL ® GARAGE ri ROD PER SHEET # S--3. REINFORCED W/(2)-#5 RODS CONT. EXCEPT O 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 6" Ljj"'1 WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER - - - � a J 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 7/16" OSB NAIL w/ CORNER DETAIL I m TO COMMENCING WORK. 8d COMMON NAILS TO O 6x6x1Q/1D W.W.F. � CV � 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, N.T.S. ""' STUDS PER SHEAR WALL (N.T.S.) PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET $-2. + .. _ 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 ro ».,. m • „II J m } -..• REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH. 'SIMPSON", STRAP Z -I - (2)-#5 RODS CONT. TOP PLATES m C 2 O 16" O 6" SPF # . . 'I m 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"xTHREADED STEEL RODS SYSTEM 20" I z it � SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"+D THREADED STEEL O Z U p EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. INSTALLATION INSTRUCTIONS INTERIOR STEP DOWN DETAIL w z Q v 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRIER DESIGNED STEEL COUPLER t) c) U a © U-1 FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1 DETERMINE THE STARTING POINT AND MARK EITHER THE L5TA36, "SIMPSON", (3) CONTINUOUS STUDS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-•-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY - - - - - - - - - - - - - - - - - - - - - - - - - - SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ERECTION. POST STRAPPING O TOP STRAPPING O IOP LO EPDXY GROUT ARE USED.^ 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N.T.S.) OLT&) 1/2"0 THREADED SOLE PLATE SHALL BE N CONSTRUCTION NOTES: SHEET. STEEL ROD ANCHORED TO SLAB W/ 1/2"m �+ I THREADED ROD BOLTS SPACED CONCR / SPH, *SIMPSON", STRAP 2x4 STUDS co m 3) INSTALL COUPLERS, WASHERS do NUTS WHERE REQUIRED O 16" O.C. PER SHEET # S-3. ADDITIONAL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI 1 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6" OR 4"x 4" POST EXP. BOLTS MAY BE NEEDED COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING 1 j RECOMMENDATIONS. 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ONABU, 'SIMPSON", t""4 CONCRETE. PgST ANCHOR SHEET # 5-2. 4) ALL THREADED STEEL RODS SHALL. CONFORM TO THE0w4 0R UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL ��-rte REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. p' DRILL 6" INTO CONCRETE l.; •:•• ~� C f I^--I MAXIMUN DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE T-�- BOTTOM of THE FOOTING. POST STRAPPING O BOTTOM ANCHORAGE TO SLAB O BOTTOM_ = 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, BOLT RUN DETAIL TYP J 003.) 04T.SJ _ I _ (2)-#5 RODS CONT. .. 0 WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) �--- 20" - 150 C) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL O PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) cn 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM TOP dt BOTTOM O ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. a�T MISC. FOUNDATION DETAILS G 1.4 o 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE GJ,T Z LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS OTHERWISE NOTED, Q w 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT, O Z FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches " H2.5A, "SIMPSON" F� SLAB ON GRADE.......................... H2.5A, "SIMPSON" H2.5A. SIMPSON CLIP (TYP) OR HEADERS PER SHT. 5-2 H2.5A, "51MPSON" ..........................CENTERED CLIP (TYP) OR CLIP TYP OR ROOF TRUSS ) # ROOF TRUSS ROOF TRU55 (TYP) SEE SCHEDULE "A" (TYP) ry 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP TYP OR ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE "A" W CORNER BARS WITH 2'-p" LAP SHALL BE PROVIDED. ON SHEET # 5-2. ON SHEET # S-2. (TYP) ON SHEET # S-2. Gs 1_4 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT w I REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �+ DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILEDr, OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA,76, *SIMPSON", w STRAPS � h+i " 20g x 24" LONG y r-� 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2-0 THREADED STEEL TWISTED STRAPPING z �1 1/2"� THREADED STEEL RODPER SHEET S-3 FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMPSON", ROD PER SHEET # S-3 # SHEET # S-2 �../ 0 FOR BUILDING" ACI 301. STRAPS. SEEFOR # OF STUDS. r Z O �i MASONARY: v 1 CONCRETE MA50NARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE # 1/2"a THREADED STEEL ry ) SEE SHEET S-2 ROD PER SHEET # 5--3 MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. OF 2000 PSI ( f ' m = 1500 PSI ). LTT19, "SIMPSON", w 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. HOLDDOWN CONCRETE SLAB HTT22, "SIMPSON", HOLDDOWN W 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WITH �--I 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. WOOD FRAMING , e 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER ", , i' DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS AFN, EXTERIOR WALL OPENINGS F DOOR JAMB B DETAIL SAWN LUMBER LAM. VENEER LUMBER STRAPPING O TOP dl: BOTTOM STRAPPING O TOP & BOTTOM EXCEPT AT ANCHORAGE O TOP do BOTTOM Fb = 1,120 PSI Fb = 2,500 PSI STRAPPING O TOP & BOTTOM JAMB STRAPPING O TOP & BOTTOM N.T.S. GARAGE DOOR dl; OTHER LOCATIONS SHOWN Fv = 90 PSI Fv = 285 PSI (N.T.S.) Q Fel = 565 PSI E = 1,900,000 PSI ON SHEET S-2 OF THE DRAWINGS (N.T.S.) (N.75.) n Fc = 1,455 PSI (N.T.S.) O E = 1,600,000 PSI LL W 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. O 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE F-1 OR SOIL SHALL BE PRESSURE-TREATED. TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR 04 O *** `i) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ROOF TRUSS NOT SEE SCHEDULE "A" ON SHL # S-2 w Ur� 0 APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING BLACKING REQ'D. SHOWN FOR CLARITY '3 A BETWEEN OUTRIGGERS A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2x4 BLOCKINGCAB O SHEATHING JOINT 2x4 OUTRIGGER O � pry 4" FROM GABLE END O 48" O.G. �HURRICANE CLIP H-2.5 CONT, 2x4 SCAB FROM TOP TO ����. V 1 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. V-HANGER OR EQUAL O 48" O.C. BOTTOM CHORD TO SERVE AS NAILER J-' O 8-0" THRU 9'-10" 2x4 16" 7/16" STRUCTURAL ROOF SHEATHING 2x4 BARGE RAFTER CONT. FOR X-BRACING O 8. O.C. PROVIDE CLIP FOR 400 lbs. FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153--80. OF LATERAL SHEAR - 10'-0" THRU 14'--0" 2X6 16" BOTTOM CHORD OF COMMON •'� � 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I SHINGLE STRIP TRUSSES O 24" Q.G. SPH, "SIMPSON STRAPS BOTTOM CHORD OF GABLF, �r-�.•J O 32" O.C. 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF 2 14'-1" THRU 18' 6" 2x8 16" j 1 I FASCIA END TRUSS .� I w # 1 12d NAILS O 8" O.G 6 _ �� INSTEAD OF SYP #2. I 2x4 X-BRACING 19'-0" THRU 22'-0" 2x8 12" I r - �"] j 2x10 12 O B'-0" O.C. TOP CHORD OF GABLE END (3) 12d NAILS . .' ' " 1 I I TRUSS DROP 3-1/2" DOUBLE TOP PLATTE �'�' t W I 2'--0" ' r (n ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TDP TO 1 MAX. F-4 L'I UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD O 8 ft. OPENING 0!' FROM GABLE I � IF HORIZ. CONTINUOUS BRACE CAPABLE OF I 10- SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS CONT. 2x4 SCAB FROM TOP TO t 2x4 BLOCKING O 48" O.C. BETWEEN LSTA36, "SIMPSON LJ DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I I BOTTOM CHORD O X-BRACING GABLE END TRUSS AND FIRST SPACE O 32" O.C. T� CONNECTION FASTENER NUMBER OR SPACING 2x4 SCAB IF VERT 1 I (PROVIDE ADDITIONAL 2x4'8 AT COMMON TRUSS (MAX.) V 1 DOES NOT APPLY. I VERTICAL IF HIGHER THAN 48" 1 1 TOP OR SOLE PLATE TO STUR, END NAIL 16d COMMON 2 WEB IS NOT PRESENT I TO FORM AN "L" SHAPE)I I CONT. 2x4x82 SYP. LATERAL I BRACE O 48 O.C. Q STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TYP) I a I BOTTOM CHORD OF AT X-BRACING I I GABLE END TRUSS (3) 12d NAILS E••L DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. r� � DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I 1 SHOE PLATE wCD TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON (2)--2x4 TOP PLATE ISOMETRIC VIEW 0 CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE SCHEDULE D CONT. 2x4x8' #2 SYP SHOVING LATERAL BRACE TO Q o LATERAL BRACE O 48" O.C. 2x4 STUDS O 16" O.C. GABLE END TRUSS FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS Z 7/16" OSB ON let. 2x4 BLOCKING O 48" O.C. -PLATFORM FRAMING- SUPPORT BEAM OR - (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) m Q PLYWOOD & PARTICLEBOARD SHEATHING: NAILED ON 4"/12" BETWEEN CABLE Ae FIRST TRUSS GIRDER PER SHEET # S-2 ROOF - 7/16" OR GREATER - _ - 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CLIP O 48" D.C.. CUP MUST 0 Elf 8" O.C. INTERMEDIATEPROVIDE A MIN. 400 lbs OF SHEAR. C-) UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-0" WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & LINTEL * (3)-2x8's (3)-200's (3)-2x12'5 PLATFORM FRAMING H tif; .01 12" O.C. INTERMEDIATE DETAIL D FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & L JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END ;.•' J Q B NUMBER too 12" O.C. INTERMEDIATE * TWO (2) PLATES WITH A 112" PLYWOOD FILLER MAY BE USED INSTEAD OF aT&) STUD TO STUD STRAPPING THE THREE (3) PLATES MENTIONED ABOVE. NOTE: (N.T.S.) UNBRACED LENGTH OF X-BRACING MAY = ES OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. EXCEEEXCEED C 0 t10A DITIONALG SCATH B REQ'D. f ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. � ' +•� SHEET NUMBER k 1 t. S-4 of S-4 L USE 2" x (6 11 SF F 102 CONTS. STUDS cl FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: O 1611 O.C. FROM SECOND FLOOR FELT OVER 7/16" qS6 BOARD OR REFER TO ROOF PLAN AND EAVE L fro'-I 1/2" PLT 1,4NI7INC* TO THE TOPPL..4TE (:r- Ib'-1 1/2" PLT 1532" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES w i�04F TOMER LEVEL. AIR BAFFLE BTW EA TRUSS !2) "X 8" (2)2"x $" `-' !2) 2"X 8" O TO MAINTAIN 1/2" MIN AIR 12 y _ SPACE FOR VENT VARIES - - � — — — STRAP FOR TRUSS ANCHORAGE (SEE 16 SCHEDULE "A" ON SHEET No. S-2) 0.H. a \ �p I I X O I I DRIP EDGE �._ II 1104f T1 I I m I - `,' SEE DETAIL "D" 4 "1[" ON ET No. 8-4 WRAPPED II 5/$" GYP. BD. CLC. 04 LAND I VCS N I ALUM. FASCIA io VAULTED ca N FOR FLOOR TO FLOOR STRAPPING OVER 2x8 X 11 / \ II { 44 ... C T�-{E8E ►LL$. c� I I I I PERFORATED cry / \ n 16'-I 1/2" PLT I VINYL/ ALUM. 1/2" GYPSUM BOARD ICb'-I 1/2" PLT I SOFFIT o STUCCO 2x STUDS 0 16" OC (MIN #2 FRIEZE SPF) ca J - PROVIDE MID-WALL BLACKING FLAT LSI O 16'_1 1/2" PLT t 1-i) 16'-1 1/2" PLT - ©Al m WISE 0 JOINTS IN SHEATHING i m CN c r W L6O) PLT. PLT, 7/8- MIN. LIGHT z / P.T. 2x PLATE I � — — J TEXT. STUCCO -I VENEER OVER Lv C 9'-m" GLCs. C I MTL LATHE AND cd r O O VAPOR BARRIER 3/4" PLYWOOD PRE-ENGINEERED EER D FLOORED VAULTED > m U r FROM 9 VAULTED BEE DETAIL "D" s "IC" ON SI-IFFY No, 8-4 I I TRUSSES OR T.J.I. JOISTS 24" OC FOR FLOOR TO FLOOR STRAPPING OOM 2 FROM g' (SEE FLOOR TRUSS ENGINEERING) Q OF THERE BHEARWALLS I „ BE D MASTER 5u I T� " � I ___. __ ___._--� � � u LLJ Of Q o Co L___ — __ __- ____ ^ — __ �_ _ ,�T N 2 — — ___ ____ — _ — i N FLOOR TO C14 -. `, n 2N0 FLOOR IM JOIST BY TRUSS MANUF. {> TOWER &HEAR � PLAN- � g'_�p1j GLS LIDg'-0" CLQ• Q STRUCTURAL PER (SEE FLOOR TRUSS ENGINEERING) 12" X 12" FLAT 12" X 12" FLAT ,SCALE: 1/411=1'—O" II FOR GLC, FAN FOR CLG. FAN II N 1/2" CEILING BD OR 5i8" GYP. BD C\2TMP �, CQ VAULTED \0 VAULTED 1/2"0 THREADED STEEL RODS _ _, co co FROM 9' X FROM S, I SPACED PER SHEET # S-3. `,./ ADDITIONAL EXP. BOLTS MAY BE NEEDED PER SHEAR WALL — — TABLE ON SHEET # S-2. o w �+ 9'-1-I/8" PLT. L j C0 g'-1-1/S" PLT. I I o :C-0 MC\2 a I a ARB E 0 7/8 T"' MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT 0- i e. r� Ia-1 1 m EAT r4 I I TEXT. STUCCO WISE JOINTS IN SHEATHING I x 9'-0 CLC. .A 9'-m" CLC. x VENEER OVER x g o z ;4 9'-0" GLC X 04 I I MTL LATHE AND 2x STUDS ® 16" OC (MIN #2 �� u- P% ^ VAPOR BARRIER SPF) a ►� �...� O n P.T. PLATE w/ ANCHOR BOLTS PER o 1�1 �o z BY Sa CL. I STRUCTURAL � � a aLu4" CONCRETE SLAB WITH 6%6%10/10 W.W.F. TYP. (3000 PSI. � w (1) # 4 CONT. � Z-a ($)2"X 1m" � FIBER MESH OPTIONAL).9'-I-1/8" PLT. v _ r-•�, p SEE DETAIL "D" t "K" ON SHEET No. B-4 �^J I SLOPE GRADE AWAY ALL SIDES ��\\f��fr FOR FLOOR TO FLOOR STRAPPING ��-��---ii OF THESE SHEARWALLS. I•--�•� a VAPOR BARRIER 1 ►� — — ___ I �j/\\/ • ° \\\\� #4 RODS VERT. ON 48" Q.C. & AT CORNERS. 4 ( ) �•I — — _ . ERT RODS SHALL BE HOOKED 6" INTO �'� a FOOTINGS ® BOTTOM AND 12" INTO SLAB CO 20"(W)x 10"(H) CONCRETE \/\\/\\�\\�\\�\� 0 TOP. FOR HORIZ. REINFORCEMENT, USE �+ FOOTING REINFORCED %/\//\//�//�//\% 9 ga. HORIZ. JOINT REINFORCEMENT �""� O w W/(2)-#6 RODS CONT. \��\��\��\��\��\! ON 16" Q.G. (MAX.) W Z Z a E C ON F-D FLOOR SHEAR WALLS PLAN. � . � o 11 1_�II T�fi�'. 2 - BTO -'� WALL 5ECTIOil �..� z c sCALE: 1/�• � - - w � 1/2"� THREADED STEEL RODS CONTINUOUS FROM TOP PLATES SCALE: 1/2 n m 11_fin TO CONCRETE. SPACE ON 60"O.C. O OR AS SHOWN ON PLAN. SEE SEE DETAIL "L" OF SHEET No. S-4 DETAIL "J" OF SHEET No. S-4 FOR TOP CORNER BOLT INSTALLATION. IMPORTANT NOTE: FOR TYPICAL BOLT RUN. REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 BOARD NG. 15/32" PWD VARRES II STRAP FOR TRUSS ANCHORAGE (SEE Q J TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) AIR BAFFLE BTW EA 0 H SCHEDULE "A" ON SHEET No. S-2) I ! I 1 TRUSS TO MAINTAIN II THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING 1/2" MIN AIR SPACE " LANAI iii CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: FOR VENT _ FRONT FLEX BEDEt. 3 0 �•_m•� A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. GALV. METAL 1/2" CEILING BD OR 5/8" GYP. - PC?RCN 14 CzREAT R i i B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER DRIP EDGE BD TYP NAILS FOR 1/2 AND 5/6 THICK BOARDS RESPECTIVELY, OR WRAPPED ALUM. -- -- — W p 1-4 0 N I I 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. FASCIA OVER 2x8 ca • �7 I I PERFORATED I} Ln DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS VINYL/ ALUM. CD II SHEATHING DOUBLE SHEATHING NAIL SPACING SOFFIT STUCCO FRIEZE DININCx RQQM �► 16" OSB 1/2"� THREADED STEEL RODS 7 �j O / SINGLE 6" / 12" SPACED PER SHEET # S-3. PROVIDE MID-WALL BLOCKING FLAT s 0. I UTI ITY (BLOCKED) WISE 0 JOINTS IN SHEATHING w ADDITIONAL EXP. BOLTS MAY v ocD > BE NEEDED PER SHEAR WALL 2x STUDS 0 16" OC (MIN rr ------ 7/16" OSB TABLE ON SHEET # S-2. # S u I i (BLOCKED) SINGLE 4" / 12" " 0�ji Ad E-1 : 7/8" MIN. LIGHT P.T, PLATE w/ ANCHOR o coU� c- a 2-CAR GARAGE I I TEXT. STUCCO BOLTS PER II 44 _KITCHEN EI I 7/16" OSBVENEER OVER -- STRUCTURAL �--•I u� MTL LATHE AND I I (BLOCKED) SINGLE 3 / 12" VAPOR BARRIER 4" CONCRETE WW.FB. TYP . � Ofp (3000 PSI. FIBER MESH (1) # 4 CONT. cl- LANAI 2 w__j QOL), II ADDITIONAL NOTES: .� ..�� CD Q �$ _---- I I AWA SLOPEALLSISIDES - - ---D 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED 6 MIL VAPOR BARRIER Q. AT TOP AND BOTTOM AS SHOWN ON DETAIL F ON SHEET No. S-4. L____J � #4 RODS VERT. ON 48" O.C. & AT CORNERS. m a 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, ,� /` . .• \ VERT. RODS SHALL BE HOOKED 6" INTO O "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP �\ /\ FOOTINGS R BOTTOM AND 12' INTO SLAB O 20 (W)x 10"(H) CONCRETE ® TOP.. FOR. HORIZ REI Q CEMENT, USE PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FOOTING REIN ORCED 9 ga. HORizr J ;Jlt(J E,NT SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST W/(2)-#5 RODS CONT. ON 16'" V. ,r ' , ,'', THfREADEID � � � � FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL r. . � .•''���;, •';•., JOB NUMBER "K" ON SHEET No. S-4. - ' II W 1 11 T%1"f=, 1 &TORY WALL, � " SCALE: - SCALE: 1/211=1'—O" R SHEET NUMBER '11111111��N, a 0 TABLE FOR SHEAR WALLS FRAMING 0 (GROUND FLOOR) !1)x'tic 10" [Z)2"x 1Pi" �4) � !2)2 N 12" Z w Z (2)2"x 12" '4 !x)2"x 1®" - - - - _ THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE -- - -- - -- _ NOTED IN THE TABLE: I D I 4" x 4" SYP 02 A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. POST (TYP • LANAI B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK I�� I P RONT PORCH) BOARD RESPECTIVELY. �'' I C) SOLE PLATE---COMCRETE SLAB ANCHORS SHALL BE 1/2"0 x 10" LONG "J-BOLTS" (A36 STEEL) FOR n III I N **J `" OPT. GAS FIREPLAG£ 1 } EXTERIOR WALLS OR 1/2"0 x 8" EXPANSION BOLTS FOR INTERIOR BEARING WALLS. 04 x � II 4 II 1 _r DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR FLEX BE_DRI„I. 3 4 5,4TN 3 N Lr4Nr4I I x SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING 2 I I 9'-0" GLG. `i'-9" GLG. FRONT * In I - " 1 — a 7/16 OSB SINGLE 6" / 12" 60" O.C. n I I1�� RE,4T Room II I (BLOCKED) W o I �'-0" GLG. � � � C - _j .a- �• 9'-0" GLG. Cy- C14 1 i n I I 4 I B (BLIOGKOED) SINGLE 4" / 12" 60" O.C. < w C:) 271I O 5 a ** 4 (Z) x"x 12" I 2-�� V) o 04 Y- � I 4 (2)7"x >x" ( )2"x 12" 44 Q (BLOCKED)058 SINGLE 3" / 12" 36" O.C. * pp m ti b" x 6" 8YP 'y Q (BLOCKED) O x I I S'-0" cL�. PBT r� ` m Cl m v �+ I I n (BLOCKED)13 ^ lig I � � x � B/1O6" OSB SINGLE 2" / 12" '� 24" O.C. � �k � � ❑ P � 4 t(; :, ( ) o n ❑ Q a c�i� — [a) �"x IZ" (2) Z"x I " 3 �04 NAIL PANEL EDGES ONTO DOUBLE STUDS. 2 24 — — — — — — W/sP D/SP D NINCA Roa ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING.�.+� �y ::�4) -� SLG. = ADDITIONAL NOTES: �� 411 x 4" S 1 r `2 J �' I �$ '1 O �I 4\L POST (TYP' • LANAI .-i �f' I 4 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE co Co 4 P=t�DI�IT P CH) I 4 C BOLTED PER DETAIL "B" OF SHEET No. S-4. m u� I 0 ® [' (4) 1-3/4" x 16"1 LVL w/ (2) V4" ,436 STEL PLITCH PLATE ALITI IlL 2) FOR LOCATIONS CLOUDED AS Z INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED W I ` 1! OTTOM PLATE 8'-m" CLC. I r a (2)21 12" (2) 12 " ? AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. �� c4 4 ie '�' 1 0� 3) FOR LOCATIONS CLOUDEID AS 3 SHALL BE STRAPPED PER DETAIL "C" ON SHEET No. S-4, G� C17 W — —— — — — -- D/W I 4) FOR LOCATIONS CLOUDED AS ¢ SHALL BE STRAPPED PER DETAIL "M" ON SHEET No. S-4. > I > _,_ - - _ � � 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER - _ _ �--+ DETAIL E OF SHEET No. S-4. 9'-0" GLG. Q �� a 1 I j ❑ w <ITCH-I N El 1 r 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON ~� I 9-m GL N 1 x SCHEDULE A ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES z 5 GOND FLOOR A VE El- ❑ 4 L,4Nr41 2 I ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. xi < V-011 CLC:r. �_tv cr _ I a R,4 £ W/ I 4 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED W C:) � MICRO HoopC I 4" x 4" SYP 02 AND CERTIFIED BY OTHERS. 0 W , p I • LANAI .. _ 0 sssssss� Q4 (2)211x12" O 4 �)�"x >�" 4 Q (2)211x 12" Z SCHEDULE »A" 0 CO ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE W w OF BEARING WALLS (PRE--ENGINEERED FRAMING) P GONp£NS£R UTILIZING ALL THREAD STEEL RODS O z &EGONZ) F F-FRAMING FLAN TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS w � DESIGNATION (Ibs) PLATE OR TO STUD ' a c) ALL TRUSS ENDS 1 STEEL 8005 SPACED AS T__11GROUND FLOOR 5�4EAR WALL / LA"T"""0UT_ EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS SHOWN ON SHEET No. S-3 Q0 OUTLINED BELOW SCALrE: 1/4"=V-011 USE (3) ROWS �,, T02, T07, T12, T14 601 - 1200 (2) H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS Lu OF 12d COMMON USE (2) ROWS T15, T22G, T24G, T27 SHOWN ON SHEET No. S-3 NAILS 0 12" O.C. OF 1 O COMMON d STAGGER NAILSNAILS ® 12" O.C. (3) LSTA36, "SIMPSON", ON BOTH SIDES. T01, T21 1201 - 4750 STRAPS NOT APPLICABLE Q LD N N 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 f GIRDERS. 1-40 FLITCH PLATES W 0 "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. cn " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED o USE (2) Rows USE (3) ROWS 1/2"� A307 MACHINE WITH (1 )K+(Z)J's AT END SUPPORTS OR (Z)K's AT w w gm OF 12d COMMON .INTERMEDIATE SUPPORTSLVL BEAM REQUIREMENTS ARE 0 OF 12d COMMON NAILS ® 12" O.C. BOLTS w/ NUT AND 0 � NAILS 0 12" n.C. STAGGER NAILS 2"0 12",C,WASHERS SHOWN ON PLAN ABOVE AND DENOTED BY. #—K's ❑ a w ON BOTH SIDES. O � � o LLJ (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL < � O (2) 1/4" A36 STEEL FLEfCH PLATE COW w a o 0 MUL,T I PL E MEM5E R GONNE CT I oN DETAIL5 z :7 NOT TO SC4L=: a L) BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. ., 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PLUS (1) KING FOR DROP BEAMS. SHEET NUMBER - 11\k �w: S-2 OF S-4 5 a 0 0 ca 5 4. w z e74'.-O" Ln N . 21 s a'-o" 45'-0 1 1 p 14'-1 3/4" 5'-S 1/4" 3'-5 1/4" 4'-7" IS'-& 3/4" LLJ r � 14'-II" 5'-�0" 3'-2 I/2" 2 3/4" Q �h� Jam_ 00 RECESS SLAB 3-1/2' o —KA FOR SHOWER z HB 014 J I � iI I W_ CD 7 — - - _ - - - - — _ _ — - -1 Ci1r m STEPS TO L w CxD� Loll o BY CODE vn © N w u I I I I I I I I I Ii I I li i I I I I o m �- I M I i - I I I I L SLOPE 1" e © m in 4" THICK FI5ERMESH REINFORCED SLAB N I I I I 1 TO BE POURED ON GRADE, COMPACTED I I I ��� 1 I I I _ I I I ►n w PER SPEC'S. DAMP-PROOFED w/ 6 MIL5 1/2 �`� I I I I I A i w CL = CL 4 U I I I THICK VAPOR BARRIER, CHEMICALLY j l I 1 1 10 0'-0" FIN. FLP. ( 1 " I I I TREATED FOR TERMITE CONTROL, I I i ( - 11Z II C� I STRUCTURAL FILL. I I I I III I � I l i 12 1 I I SLOPE I" I I I `n I I I 36" x 3fn" x 12"I I Z CONCRETE SLAB I I 1 I I I ( 1 1 REINFORCE w/ I I STEPS TO GRADE I 1 I I (4) S ROD EA. WAY REGI'D BY CODE I I r-L_ J i I I I d I I I I- - - - - - - -�.- _... .... - - - -1 I - - - - - - 4 -- -� I I I L _ — _. M. ._I � co cn 1 __.. � .� - ,_ - f J - -rt—� FLOOR OUTLET VERIFY LOCATION w/ SUPERINTENDENT I I I I 1 � � 7-1 3/4"" 9'-2 1/2" 4'--I" 3'-10" 15'-8 3/4" a'-O" I I"•-•-- I 10 _ W u� m I I 2'-3" 2'-8 1/2" 1 ;n I ,— 4" THICK FIBER-iESP ONGRAREINFORCED STED TO 8E POURED > PER SPEC'S. DAMP-PROOFED w/ 6 MIL I 0) [] -= F^=�= I t�IIGK VAPOR BARRIER, CHEMICALLY I -' IF ii I TREATED FOR TERMITE CONTROL, - - — J W/ " TREADSA41 1 11 W/SP I I D/SP I _ STRUCTURAL FILL. ---JL_-- I ,--� a Z .9 I I I r - 411 I - - - - - ..�. _ _ — I I � � I W o CONCRETE SLAB I'-ro" I'-!�" - REINFORCED w/ r - ---I I i (4) 05 RODS EA. WAY � I �'` I— , I � I STEPS TO �` a I_N , SLOPE 2" 11 ^I� I A/C I J I 4-I1 1 - I I GRADE REQV" 1/8 PER I -0 4- - -�- 1 I 11 D�I I I ( I BY CODE O I I i L fi--n Qr_ m rte-�-�1 I SLOPE I" I coo I :t 1 CO z 1 � I I I I cel IL_ I� 1 -5 1/2" ( I ►� c+l The GAS STUB011.1 Ob -1'-2 I W/ " 04 1711,4 �n IAr7_ 7 1111111111777ZZ.o4lZ71z,llv"Z7-7 ZZ_2172,,Z_Z42=f 111Z,&4Z=x1ZZ1ZZZ11ZZ1 - - - - - - - -. .... - - - - - HB Nor THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY 42" x 42" x 4" 1 �\ �/ I �ti SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED CONCRETE SLAB — — OPTIONAL ^J AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM DP BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING n 3--61t 011 31-("11 42" x 42" x 4" CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN _ 01 CONCRETE SLA» ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING 0 FOR A/C COMP. 11'-22" 22--01' 4._4.. V-1 i/2" S'_10 DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE -- TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. w U Q U-� 00 a CONGRETE FOUN:DATION PLAN- FOUNDATION LEGEND � SCALE: ���u-�1_�u (SEE SHEET No. S--4 FOR STRUCTURAL DETAIL) ,w o � o ______ _ _ U w � — —— — 8"x8"x16" CMU STEM WALL w/ 111 f Q FOUNDATION NOT__ES: (1)#4 ROD VERTICAL ON 48" O.C. Vw 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL -� ———--———————- & HOOKED INTO 20"(W) x 10"(H) �' r OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#5 RODS CONT. LL o TYPICAL FOUNDATION DETAI � U Q w -------- ---- - 20"(W) x 12"(H) THICKEN a_ � CONCRETE SLAB w/ (2)#5 RODS CONT. 0 INTERIOR THICKEN SLAB DETAI m a 0 o -------------- 20"(W) x 12"(H) THIC STEP DOWN C,ONCR ; °. -------r- ------ w/ (2)#5 ROD s: .0.. JOB NUMBER INTERIOR STEP DOWN DEEN N ;• '- . SHEET NUMBER S-1 c�F SW--4 '; •;d'.d r 0 '�fffl/flllll�••�•' ELECTRICAL KEY INPTE_ELECSYM] f$ SINGLE POLE OUTLET 2 DUPLEX CONVENIENCE OUTLET -; l �$ DUPLEX OUTLET ABOVE COUNTER g �8 �y,p WEATHERPROOF DUPLEX OUTLET GFI GROUND-FAULT CIRCUIT-INTERRUPTER $kt 8 DUPLEX OUTLET ' HALF-SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR I�220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �'►- WALL SWITCH 3 THREE-WAY SWITCH o o a ' �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH w REINFORCED JUNCTION BOX _ a - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE CIS RECESSED INCANDE6iCENT LIGHT FIXTUREF w RECESSED ADJUSTABLE EYEBALL /� # INCANDESCENT LIGHT FIXTURE rr -{ - INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN } g EXIT LIGHT o �* = EMERGENCY LIGHT NCE LIGHTS IN TOWER ABOVE FLUORESCENT LIGHT FIXTURE "�`' FLUORESCENT LIGHT FIXTURE I WITH PULL CHAIN N TRACK LIGHT Cp v ;z N 0 EXHAUST FAN(VENT CO EXTERIOR) c �� � O EXHAUST FAN/LIGHT COMBINATION � rn / (VENT TO EXTERIOR) 0 " a) O _z EXHAUST FAN WITH HEAT LAMP arn" ^ (VENT TO EXTERIOR) ® CHIMES 3 N 1 �OPB PUSH-BUTTON SWITCH > ® SMOKE DETECTOR $ c `0 Q MEAT DETECTOR Q CO2 DETECTOR (3m) QT THERMOSTAT ® PH I TV QS SPEAKER �. % l �'.� I �'•1 ~.� IQ PHONE(1-CAT3) '• I •� \ /• I •� '� 11 DDC(1-CAT5,1-RG6) 'loll, \ ` ® MDC(2-CAT5,2-RG6) CI F1 \ ELECTRIC METER CARPET TILE 1. . .` _®_ ELECTRIC PANEL 1 \ CEILING FAN PRE WIRE (PROVIDE ADEQUATE SUPPORT) • CEILING FAN/LIGHT PRE WIRE TILE CARPECC (PROVIDE ADEQUATE SUPPORT) r• •\ IV ' PH � •_.�. Sz _ELECTRICAL NOTES: (NOTE—ELECTRIC] loll 1• PROVIDE AND INSTALL LOCALLY CERTIFIED M KE DETEQTr PROTECTION AS REQUIRED BNATIONAL ASSOCIATION ON(NFPA AND MEETING THE / I REQUIREMENTS OF ALL GOVERNING CODES I I PROVIDE AND INSTALL GROUND FAULT YYY �/ 5k 2. E PTER (GFI)AS REQUIRED BY l I NATIONAL ELECTRIC CODE NEC AND MEETING THE I I I REQUIREMENTS OF ALL GOVERNING CODES. I I I ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. — -- — — - — -- -- — HVAC CONTRACTOR TO VERIFY THERMOSTAT BTM 0 86" 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E. 5• FURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARY SUMP PITS, DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . . . . . . .• 48"TO CL WALL OUTLETS OVER COUNTER . . . . 48"TO CL 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 SECOND FLOOR ELECTRICAL TELEVISION OUTLETS. . . . . . . . . . . 16"TO CL EXTERIOR GFI OUTLETS . . . . . . . . 16"TO CL K GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL SCALE' 1/4"=l'-O" FRONT DOOR COACH LIGHT. . . . 84"TO CL t GARAGE DOOR COACH LIGHT, ,•m (ABOVE GARAGE FLOOR). . . , • , 84"TO CL '.n DINING AND BREAKFAST FIXTURE . . . 64"TO BTM E" K( OF FIXTURE x FOYER AND STAIRWAY FIXTURE . . . . 96"TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL DOORBELL CHIMES . . . . . . . 84"TO CL l o ,J DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ DR HANDLE r 43- KITCHEN WALL HUNG MICROWAVE OUTLET . 76"TO CL KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL KITCHEN REFRIGERATQR . . . . . . . . 48"TO CL :'T. ' E WASHER/DRYER OUTLET. . . . . . . . . 48"TO CL `"w a w a r CL=CENTER LINE JOB N0.04-131-0040 1 =FIELD VERIFY Siesta Cove 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL L A ELECTRICAL KEY _ INOTE_ELECSYMI $ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET ro ro DUPLEX OUTLET ABOVE COUNTER Wp WEATHERPROOF DUPLEX OUTLET E c ga t `GFI GROUND-FAULT CIRCUIT-INTERRUPTER S''� 8 DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET 8 8 a SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH N m N N N �•- 3 THREE-WAY SWITCH Y' o 0 I 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH DM DIMMER SWITCH w Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE K • WALL MOUNTED INCANDESCENT LIGHT FIXTURE CI'� Irk RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTA13LE EYEBALL N ■ w INCANDESCENT LIGH'r FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN HB EXIT LIGHT tz _ EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE -- -" I 1 �^ , t I p f FLUORESCENT LIGHT FIXTURE WP PH u TO EXT. L _____�__� �- ��---i-------a 5D I I WITH PULL CHAIN •_ - -• I L------- TRACK LIGHT `p LIGHT ------------— - J ! I I Q EXHAUST FAN (VENT TO EXTERIOR) o UNDER I EXHAUST FAN/LIGHT COMBINATION 4 rn I i STAIRS j I I (VENT TO EXTERIOR) S g O I L�I I � I I •�] EXHAUST FAN WITH HEAT LAMP �° " � (VENT TO EXTERIOR) / CARPET TILE c CHIMES _f0 m N � m J_jPUSH-BUTTON SWITCH rn i \• \ \ CARPET TILE \ / f I I ® SMOKE DETECTOR \ •\ ,�- \ / / I I HEAT DETECTOR CO2 DETECTOR © THERMOSTAT ru / �� I ( I I a5 SPEAKER n TV r .�' r FLOOR OUTLET WP I I b PHONE 0-CATS) 100, � I I / ) 9 MDC(2-CAT5,2-RG6) %.--/ 0) ELECTRIC METER I ` .r +• ''�•_ -• �' \ \ \ \ '�•` i /. TILE CARNET _CZdL_ ELECTRIC PANEL OUTLET 42" \ CEILING OV I DE ADEQUATE RE — — — — — — PRE SUPPORT) Z GFI . t I TT--� I 1 ON CEILING FAN/LIGHT PRE WIRE �IIJ IW/S_P_-j I I D/SP I (PROVIDE ADEQUATE SUPPORT) m ELECTRICAL NOTES: I I � 1 rnl � \• � [NOTE_ELECTRIGI 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMQKE _ 1 3 "1 QETECTCQH AS REQUIRED BY NATIONAL FIRE / bk a1 PROTETION ASSOCIATION(NEPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES GFI PH ` I I PROVIDE AND INSTALL GROUND FAULT 2. 1 IT-INTER PTER (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE(NEG)AND MEETING THE \ \.` I I REQUIREMENTS OF ALL GOVERNING CODES. w ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3 DIRECT HOOK-UPSICUTOFFS, HVAC CONTRACTOR TO VERIFY THERMOSTAT \ / GFI \ 4, LOCATIONS. ` r�-'� PIT ALL ELECTRICAL AND MECHANICAL EQUIPMENT(I.E.IX a1 I 1 , I I gFURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARYcn U- SUMP PITS,DRAIN TILE SUMP AND WATER HEATERff� S) I�X� C7 St I I ` I I ARE SUBJECT TO RELOCATION DUE TO FIELD • L-- J %H I I CONDITIONS. ! (1 • ST 5 I I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: a � / DC7 I I SWITCHES OVER COUNTER . . . . . . . 48"TO CL W/H WALL OUTLETS OVER COUNTER . . . . 48"TO CL WP REMAINING SWITCHES . . . . . . . . . . 48"TO CL ` GFI GFI 20V GFI - - - - - - - - - - � � � WALL OUTLETS. . . . . . . . . . . . . . . 16"TO CL `.�•..r BATH VANITY BRACKET OUTLET HB �p I (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL OPT. LIGHT I WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . . . 16"TO CL TELEVISION OUTLETS. . . . . . . .. . . . . . . . . 16"TO CL I I EXTERIOR GFI OUTLETS . . GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL w FRONT DOOR COACH LIGHT. . . . . . . 84"TO GL a` , GARAGE DOOR COACH LIGHT, r 1 (ABOVE GARAGE FLOOR). . . . . . 84"TO CL a DINING AND BREAKFAST FIXTURE. . . . 64"TO BTM "1 OF FIXTURE ; FOYER AND STAIRWAY FIXTURE . . , . 96"TO BTM i1 OF FIXTURE ) THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL � a DOORBELL CHIMES . . . . . . . . . . . . 84"TO CL MAIN FLOOR ELECTRICAL DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE " , SCALE: 1/4,�=1 --0p OUTLET . . . . . . . . . . . . . . . . . 76"TO CL ! _ KITCHEN DISHWASHER RECEPTACLE, . UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL , �, KITCHEN REFRIGERATOR . . . . . . . . 48"TO CL �y m° .E 6 ,. WASHER/DRYER OUTLET. . . . . . . . . 48"TO CL �a a w a i JOB NO,04-81 0040 41 CL=CENTER LINE 1 -FIELD VERIFY Siesta Cave 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL El ` L • NAIL W/11 - 10de 11 T s . COMMON IN THIS AREA. o VERIFY w/STRUCT. g • 44"MINIMUM !� NAILING NOT NEEDED IN THIS AREA N V N N N UP TO 16" FLOOR SYSTEM ww co or SYP DOUBLE PLATE lei •" NAIL W/11 - 10d COMMON IN THIS AREA. • VERIFY w/STRUCT. PROVIDE MINIMUM 1"END DISTANCE M . w a = � EQUAL NUMBER OF SPECIFIED � 0 NAILS IN EACH END w STRUCTURAL CID9 TWO STORY STRAPPING )SCALE- 1 1/2"=1'-0" p_� gW � (HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN WOOD TOP RAIL ;38"IN HEIGHT ABOVE THE STAIR NOSING. E AS SELECTED BY OWNER&CONTRACTOR IHANDRAILS SHALL BE CONTINUOUS FLIGHT IHANDRAI S SHALL BE 111/2"CLEAR OF ALL AENSTAIRS. a° a FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/4" MIN.-2"MAX. 1 1/2"CLR. 1 1/4"-2" IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, Z = HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. aO = STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANT Lu (BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT u_ WALL BRACKET 'THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN �.� It INTERIOR SUBFLOOR WOOD BASE ,ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 1/2"GB 2x BLK'G QIP J ELASTOMERIC DECKING O/PLYWOOD SHEATHING. a GUARDRAILS SHALL NOT BE 200 Ibs 2Qc WRAP 6"UP WALL&ALL PENETRATIONS. z z LESS THAN 42"IN HEIGHT. ANY DIRECTION INSTALL PER MANUFACTURER'S REQUIREMENTS. ANY LOCATION v SLOPE z STAIR FRAMING c0001 +� (j ,a z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR - p AN ORNAMENTAL PATTERN SUCH THAT A 4"MIN ee�i 2 .4"DIAMETER SPHERE CANNOT PASS THROUGH. 0 w SEE STRUCTURAL DRAWINGS FOR FRAMING ` O INFORMATION 5/8"TYPE"X"GB ¢ TME GUARDRAIL CONSTRUCTION SHALL BE 4'SPHERE O Q � MAY NOT PASS M @ ENCLOSED USABLE ABLE TO RESIST A LOAD 20 LBS PER THROUGH ¢ LINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS x THE TOP RAIL OR AS REQUIRED BY CODE. llOe•SPHERE MAY NOT PASS 2x4 STUDS @ 16"DC WALL MTD THROUGH THE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH SPECIFIC REQUIREMENTS 'THAT A 6"DIAMETER OF THE BUILDING CODE ,SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND STAIRS STAIRS STAIRS CONSTRUCTION. '" ) DECK FLASHING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL GUARDRAIL / HANDRAIL CODE DATA SCALE: 1 1/2'=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ.TREADS 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADSSEE PLA v EQ.TREADS co z < 2x FRAMING SEE FLA CAa 3/4" Q° ¢ w a GYP.BD. Z tr w TYP r° Y v 1" 1x10 SKIRT BOARD LJ) � 3/4" w TYP. •� Lu TYP It" a w w v' 5/8"PLYWOOD RISERS(TYP.) JEEXPANSION GAPNSION 2x12 NOTCHED STRINGER o, GAP TMP 2x12 STRINGER 2x12 NOTCHED STRINGER yNM (3 STRINGERS MIN.AT � (TYP.) a EACH STAIR RUN) / M 2 EXPANSION 6', 0 GAP o 5/8"PLYWOOD RISERS (TYP 2x12 NOTCHED STRINGER o SECURE NOTCHED STRINGER TO SILL 2x4 SPACER PLATE WITH FRAMING ANCHORS.SECURE LL M PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH S g CONCRETE TO BE PRESSURE TREATED o g° OR PROVIDE IMPERVIOUS MEMBRANEm ? r SEPARATION AS ALLOWED BY CODE. 1 a u- m (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER rOB No. 04-Bl-OW (3)2X12 STRINGERS TYP. Siesta Cove STAIRS STAIRS STAIRS STAIRS SHEET TITLE STRINGER DETAIL FLOOR STRINGER LANDING (BOT) STRINGER LANDING (TOP) SKIRT / WALL DETAIL ISC-DEMI SHEET 1 Misc DETAILS 4 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=1' SCALE: 1 1/2"=V-0" D• ei 1x4 CEDER .F; 1-5/8"CRO � g 100 ANGLE CUT 2x6 FJ CEDER ER 2x6 FJ CEDER 6" 2x6 FJ CEDER 6" ' 1x2"x2"CEDER 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER to 4 oo tNp r fV N N O ❑4 4 � 4 W T Le lei 50 ANGLE 50 ANGLE 50 ANGLE 3" 3" L le If 2x4 PT SPLIT 20 PT SPLIT 2x4 PT SPLIT a+ W w OPTION 3 OPTION 2 OPTION 1 WINDOW TRIM WINDOW TRIM WINDOW TRIMco N 7 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2" -0" SCALE: 1 1/21=1'-O" � L LL ca p N CD CL 1 ,3 6" HARDI BOARD BAND 6"STUCCO BAND 6" HARDI BOARD BAND co TOP OF CAL TOP OF COL TOP OF CAL OR STUCCO 8" 8" INSTALLATION SEQUENCING: 2" 2" I I " 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE, KEEP HEAD 12"SO TAPER TO 10" 2 I ANS SILL LEVEL AND SQUARE, MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. II COLUMN 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE RUNGS)TO AVOID"BOWED OUT" 1'-2" 8"SQ COLUMN L 21"0" -� 12"SO COLUMN INSTALLATION. 3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES ■ PRIOR TO SETTING WINDOW INTO OPENING, ISTUCCO 4. PLACE 1/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN f THE OPENING ALLOWING A 1/4"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. 2'-0" I I WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAY BE REMOVED, cu 2" I HARDIBOARD 2" 2" I HARDIBOARD PAINTED 5. INSTALL FASTENERS(STRAIGHT, NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING PAINTED STUCCO BAND j OR STUCCO AT THE MIDDLE OF THE WINDOW,FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM 71 OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. 10"HARDI BOARD BAND 6,CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OR STUCCO 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6" HAFIDIBOARD BASE I I 6"HARDIBOARD BASE 4 c? I OR STUCCO 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM, cn 1/2"SPACE 1/2"SPACE - PORCH LINE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE c� 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 1/4"GAP AT SILL BETWEEN M STACK STONE STRUCTURE AND WINDOW.THEN, CAULK THIS GAP. 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK SO STUCCO COLUMN SQ STUCCO COLUMN OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). I I o FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. J 2. SET WINDOW UNIT. SO STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER, COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. o 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. � 4x4 P.T.POST 4x4 P.T.POST SEE FLOOR 4x4 P.T. POST SEE FLOOR PLAN FOR __ SEE FLOOR PLAN FOR NOTE: LOCATION PLAN FOR LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. LOCATION �. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. STUCCO FINISH STONE FINISH l u { 1 j TRIM BELOW li 1, (I TRIM BELOW o , -` ;! a !; � � w '�' I �? I << P.T.WD WRAPPED COLUMNS IMPORTANT: a HARDIBOARD !iI (PAINTED) N ! i P.T.WD WRAPPED COLUMNS N { (PAINTED) IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN I 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. -� 2X4 STUDS l v s LL 2X4 STUDS it ! -- ; \ n. i .66 == DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY a c DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT BE UNDER WARRANTY 1'-5" 2'-0" IF EXPOSED TO MURIATIC ACID. aLLa 2'-D" DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO COLUMN BASE SQ STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL rOB NO. 04-61-OW AREA OF ANY WINDOW. COLUMN BASE Siesta Cove STONE ACCENT COLUMN WINDOW SHEET TITLE SHEET PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL MISC.DETAILS 4 SCALE: 1 1/2'=10-0" SCALE: 1 1 2"=1'-0" SCALE: 1 1/2"=I'-O' / / 2 SCALE: , , 2"=,'-0" A D.4 L r rg L° E La °" L �.2 s3 � MIN ip� WALL ■�• SIDING SHEATHING i; TYP.WALL CONST. pQ, SIDING OVER LATHE AND DOOR " FELT-SEE WALL WAY SECTION 1/2"STARTER STRIP v F.F j;s 2X4 STUDSiu CAP FLASHING ,/ ?:/ 1 x4 CORNER BOARDS PLACEMENT BY - cn 1x8 PT DOOR WAYS TEXTURE FIN. ON FOUNDATION VA � ~ w N a a W EXTERIOR TRIM DETAIL ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT 11 SCALE: 1 1/2"=1'-0" O SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 1 WALL 1• m REAR WALL OR SIDE WALL MOUNTED; 2 N SIDE MOUNTED AT BACK SPLASHES,TYP. 1/2"CLG BD OR 1 LAYER GYP. BOARD COUNTERTOP 5/8"GB W/6"BATT INSUL 20"TO 25" PER SUPPLIER ATTACHED TO BACK In TYP HORIZONTAL 0J-BOX (S E HDR LIGHT SWITCHES, (SEE STRUCTURAL) G SW C S, COVER PLATE/OUTLET 2 LAYERS 1/2"PLYWOOD SPACER THERMOSTATS, R-11 BATT FINGER JOINTED AND ALL OTHER INSUL WOOD CASING ENVIRONMENTAL CONTROLS 3/4"STOP KITCHEN TOP 1/2"x 12"H I I BOTH SIDES PWD ALL 4 SIDES ,y ' I I 2x_ TRUSS ''' WOOD FRAME CHORD OUTLETS PHONES_ OPTIONAL TYP 1900 J-BOX R 30 &TV's HORIZONTAL SINGLE INSULv s COVER PLATE/OUTLETTYP DOOR PER SCHEDULE WALL CAP OR t BRKFST.TOP SEE FLR. PLAN NON LOAD LOAD " CONDITION CONDITION 3/4"STOP BOTH SIDES I ( 2x_ KITCHEN TOP GYP. BOARD cl) ■ Q 2x6 OR 2x4 //II �//IIS �., _.. ', . Y �.... . i II/_ WOOD CASING Lu ��\�_//�� FINGER JOINTED 7 I I FRAMING //II DRYWALL t° 24"DEEP BASE N Z CABINETS 24" TYP FLR CONST 2 1/4" TYP DOOR PER SCHEDULE FINISHED FLR CASINGG WOOD FRAME FRAME TYPICAL JAMB (2)2x4s CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS - 221 /2" X 48" INT HEADS & JAMB cn 7 5 SCALE: 1 1/2"=1'-0" SCALE: N.T.S. SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" EXTERIOR INTERIOR a TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" DOOR CLEAVAGE MEMBRANE BRUSH TYPE VANITY 2X4 WD.STUD 2x STUD WALL WEATHERSTRIP INFULL THRESHOLD SET @ 16"O.C. CONCRETE SLOPED FILL SEALANT BED FLOOR SYSTEM OVERHEAD EXPANDABLE JOINT "Q z 1/2"MR.GYP BD. SHOWER DRAIN PAINTED FINISH GARAGE DOOR FILLER,WHERE CERAMIC TILE APPLICABLE CERAMIC FLOOR TILE °D Q h „ } 1 x6 WD DOOR STOPVE SLOPE TO DRAIN °D (4)2x P.T. BUCK SLOPE v o TO DRAIN G - D a - FINISH TRIM OR BAND LL , ' I FLOOR SYSTEMr r i 4 FINISH ' I CONC.WALK i a (L LL 0. SEE STRUCTURAL DWGS CONC. SLAB& FOUNDATION �. SEE STRUCTURAL DWGS, JOB NO. 04-B1-0040 Siesta Cove BATH BATH DOOR - OVERHEAD GARAGE DOOR SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIOR SHEET TITLE SHEET MISC.DETAILS 4 SCALE: 1 1/2"=1'-0" 3 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'4-0" SCALE: 1 1/2'4-0' AD-3 AR m .�e � € �, .� � •� G irL� �vi E SLOPE 3/4"x12" fir. AT GARAGE DOOR 1/2"x7"WEpGE ANCHOR 31/2"CONCRETE SLAB REINF. CSP 32"O.C.w/2"x2"x1/8" w/6x6x1all 0 W.W.M. 31/2"CONCRETE SLAB REINF. WAS 32"O.C. 3 1/2"CONCRETE SLAB REINF. w/Bx6x10/10 W.W.M. w/6x6x10/10 W.W.M. EXPANSION JOINT 31/2"CONCRETE SLAB REINF. V •a ''� w/6400/10 W.W.M. { - to rn d) o I_'�' ! { .• uj cl 6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER ❑ COMPACTED EARTH :•4. "- COMPACTED EARTH Q I- • _ _ _ "" j - -�6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER 8 - (2)#5 REBAR CONT. km '.. ',' (2)#5 REBAR CONT. 1'-0" I'- COMPACTED EARTH -�- COMPACTED EARTH #5 REBAR CONT. I''� �-�- ;-_ ;-!-- �- #5 REBAR CONT. 1 -0 a0 V-6" Fw/ 1 m-- o CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING (ETHICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL �SCALE: 3 4"=1'-0" 1 0 SCALE: 3/4" —0" 9 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" N m o ti 6;1 LL M1 -6 ro nl j2 ro Q rn OVERLAP SLAB 1 112" a a HOLD HDR.BLK. NAIL ROOF SHEATHING TO OUTSIDE 1 1/2" (PER STRUCTURAL) FIBERGLASS SHINGLES IMPORTANT NOTE: "" '�"�" '""" ��` OVER 30#FELT OVER 7/16" REFER TO ROOF PLAN AND 1/2"x7"WEDGE ANCHOR TYP SLAB EAVE DETAILS ON SHT @ 32"O.C.w/2"x2"x118" EXP.JOINT _ ^_�- I OSB BOARD OR 15/32"PWD �`:�' �: Y,� ^� (_l _^ SHEATHING. AD.2 FOR ROOF PITCHES ASM @ 32"O.G. _ I I FOR ALL HOUSES 31/2"CONCRETE SLAB REINF. - --- - .. --•- I -- - i 1 w( -- I w-- TYP.SLAB AIR BAFFLE BTW EA TRUSS 12 �. .....w.•...:... .:""..� ;m � — ! - -- ! - -. - -- --— _ TO MAINTAIN 1/2 MIN AIR ._.I I I.__.-..I I I -- I STRAP FOR TRUSS w/6x6x10/10 W.W.M. --- - _- _--- _w______ VARIES _ � � � y�"::_=��( I + � ___ SPACE FOR VENT { "� f !T ANCHORAGE - - I I I - I I- I 16" (SEE STRUCTURAL) ` " ' • — lli �-w--1 � 1 GALV. METAL D.H. _ DRIP EDGE R-30 INSULATION AT CLG. -'� ,.•. . :' 6 MILL POLY VAPOR BARRIE'A _ — _ I I _ f —_ i '� � • III1 -i !_I_I _-_-� II �- - ^ Ill !^ --� � 1 . 111- _- II `_ •! I _ _ _ TYPICAL FOUNDATION _ I l r !"_ � -- �COMPACTED EARTH _._ 2 REBAR CONT. — i I 1 w- � I I I ') ! I TYPICAL FOUNDATION ^�_ I ! ( ! ( I µ I ! _I. i ( ) i N I ; r 1 _-.._.._i, w, _ _ -I ( � 1 I I^ I 1 --w I ( ( -! ( � !I 5/8"GYP. BD.CLG. ■ �■� WRAPPED to 1,-g. _ _ �_- - ` -- jj -� -t ALUM.FASCIA I .I I I--µ I I I I I __._. I I I OVER 2x8 11 1_1 -- I I w r : -I ( I PERFORATED VINYL/ALUM. 1/2"GYPSUM BOARD SOFFIT ru r �__ . . l I _ 2x STUDS @ 16"OC(MIN#2 STUCCO FRIEZE SPF) PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING T P.T.2x PLATE CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING 718"MIN,LIGHT DOOR PORCH EDGE TEXT. STUCCO VENEER OVER 3/4"PLYWOOD GLUED 8,SCREWED rn INTERIOR BEARING DETAIL FOUNDATION OO MTL LATHE AND TO 16"PRE ENGINEERED FLOOR 7 "_ " SCALE: 3/4"=1'--0" SCALE: 3/4"-1'-0" VAPOR BARRIER TRUSSESOOR T.J.I.JOISTS @ 24" SCALE: 3/4"=I'—Ow—0 (SEE FLOOR TRUSS ENGINEERING) NAIL ROOF SHEATHING 1ST FLOOR TO RIM JOIST BY TRUSS MANUR (PER STRUCTURAL) IMPORTANT NOTE: (SEE FLOOR TRUSS Y FIBERGLASS SHINGLES OVER 12 REFER TO ROOF PLAN AND EAVE 2ND FLOOR ENGINEERING) VARIES DETAILS ON SHT AD.2 FOR ROOF STRAPPING PER 30#FELT OVER 7/16"OSB BOARD STRUCTURAL OR 15/32"PWD SHEATHING. 16" PITCHES FOR ALL MOUSES 1/2"CEILING BD OR 5/$"GYP.BD O.H. STRAP FOR TRUSS ANCHORAGE(SEE TMP P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS STRUCTURAL) & 1/2"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 1/2"MIN W/2"x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. GALV.METAL 1/2"CEILING BOOR 5/8"GYP.BD TYP TYPICAL ANCHOR DRIP EDGE SEMCO TPP4 AT 32" STOP EXTERIOR WRAPPED ALUM. FINISH 1" 4"CONC SLAB W/6X6X10/10 WWF FASCIA OVER 2x$ BELOW OVER 6 MIL VAPOR BARRIER OVER z TYPICAL SLAB FINISHED CLEAN,WELL COMPACTED,TREATED FILL PERFORATED PROVIDE MID-WALL BLOCKING FLAT d 3 VINYLI ALUM. SOFFIT a FLOOR WISE @JOINTS IN SHEATHING � b 7/8"MIN. LIGHT TYP.VERT. ,...� STUCCO FRIEZE 2x STUDS @ 16"OG MIN#2 S T �^ _� �� SLOPE I TEXT. STUCCO REINF. F" VENEER OVER SPF) ? GRADE I �- W 1 I 1 STORY: 20"X 10"CONC.FOOTING W1 " -^- _ - - MTL LATHE AND '. ca (2)#5 CONTINUOUS AND(1)#4 DOWEL PROVIDE MID-WALL BLOCKING FLAT P.T. PLATE w/ANCHOR U I II ! I= --�=I I ! I �__ - AT CORNERS/OPENINGS AND 48"O.C. O *- VAPOR BARRIER o� _ WISE @ JOINTS IN SHEATHING BOLTS PER a S-, (2) __..:.""I ` i I•: --` I f I I -OR- 1 #5 DOWEL AT CORNERS/OPNG'S STRUCTURAL 71:1 I•-'_" ( 1 I �- TYPICAL FOUNDATION O w AND 96"O.C.,AND(1)#5 CONTINUOUS AT 2x STUDS @ 16"00(MIN#2 SPF) 4"CONCRETE SLAB WITH w 1 I I = I: � :' I I I I _ III-- 1 -I r I I I I r HEADER BLOCK. ? N 6"x6"x10110 W.W.F.TYP.(3000 w J a r 1 1 - I i- t m -- 7/8"MIN.LIGHT � 1 #5 CONT. . • r;. I PSI. FIBER MESH OPTIONAL). U5 I ! _ __. _ -wl I-I " " C. IN W/ P.T.PLATE w/ANCHOR BOLTS PER F- O I ^-.I I I_-_--I { I I i __• 2 STORY: 24 X 10 CON FOOTING I ! I TEXT.STUCCO STRUCTURAL 6 L (3)#5 CONTINUOUS AND(1)#4 DOWEL VENEER OVER SLOPE GRADE AT CORNERSJOPENINGS AND 48"O.C. MTL LATHE AND w AWAY ALL SIDES \ EE'l _ W. = 4 CONCRETE SLAB WITH 6k6"x10/10 w / //'// - OR-(1)#5 DOWEL AT CORNERS/OPNG S VAPOR BARRIER W.W.F.TYP.(3000 PSI.FIBER MESH w \ - AND 86"O.C.,AND(1)#5 CONTINUOUS AT m 6 MIL VAPOR BARRIER r c OPTIONAL). _ HEADER BLOCK. 1 #5 CONT. 24" ( ) % S ` TYPICAL FOOTING (MONOLITHIC OPT) a u. a "• = %\i ��_ , � � SEE STRUCTURAL FOR SIZE& �',_ - I (NOTE): BEND ALL DOWELS MINIMUM SLOPE GRADE AWAY ALL SIDES ;�' f 1, I REINFORCING 20" ( , - ( 12"AT TOP&BOTTOM,EMBED MINIMUM f / / / f�f/�/�� /`:fes�, 6"INTO FOOTING. \N •`� 6 MIL VAPOR BARRIER �`/��/\�J\ N�\;��� Jo8 Na oa-al-ooaa 1 STORY �\f \ { • TYPICAL FOOTING(MONOLITHIC OPT) Siesta Cove SEE STRUCTURAL FOR SIZE& STEMWALL FOOTING STEMWALL FOOTING r\ ..�\\ �\ .\ �r\` 'ti REINFORCING CURB DETAIL AT GARAGE 3 TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET 4 2 FOUNDATION SCALE: 3/4"=1'-0'• SCALE: 3/4"=1'-0" �" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" DETAILS ADA L J MAIN FLOOR NOTES r. [NOTE-FLOOR] a 1. WINDOW GRILLS ARE STANDARD IN FRONT Mu Q AND SIDE ELEVATIONS AND REAR F g ELEVATION TO BE CLEAR GLASS. a E 8 2. ALL UNDIMENSIONED PARTITIONS ARE 3 1/2"ROUGH. A 815 Cp . 3. ALL ANGLED PARTITIONS ARE 45 .4,a DEGREES UNLESS OTHERWISE:NOTED. C. I I� '- ! f 4. PROVIDE MINIMUM 2-2x12 s w/1/2" 23 PLYWOOD FLITCH PLATE AT ALL EXTERIOR L WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. lei 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 N N v IT BLOCKING. o 46'-9�" 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 13'-8° OF STUDS UNLESS OTHERWISE NOTED. °w 7ALL TRUSSES TO BEAR ON EXTERIOR 0 5'-8" 2'-4" 5'-8" 11'-8i" 13'-8" 21'-5" . WALLS AND/OR GIRDER TRUSSES UNLESS `� � OTHERWISE NOTED ON FOUNDATION PLAN, 6'-10" 6'-10" 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, Ina HANGERS&SET SPACING FOR ALL TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST V) ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SO.FT. w WITH MIN. DIMENSION OF 24"IN HEIGHT AND . 20" IN WIDTH; SILL HEIGHT NOT GREATER 203tL FG 1 0 FG 2030 H THAN 44"ABOVE FLOOR. 13' 13 AL 8411 A 16'-1 1/2"PLT .11 10. BALLOON FRAME ALL EXTERIOR WALLS rL (ABOVE 8'-1")TO UNDERSIDE OF ROOF - V SHEATHING-PROVIDE FIRE STOPPING a. w Q EVERY 8'-0"VERTICALLY IN WALLS>8'-1". \ / 11. ALL HANDRAIL BALUSTERS TO BE zo r% SPACED SUCH THAT A 4"SPHERE CANNOT Iw- to PASS BETWEEN BALUSTERS. N \\ / N W 12. ALL ELECTRICAL AND MECHANICAL LAND I EQUIPMENT& METERS ARE SUBJECT TO w o RELOCATION DUE TO FIELD CONDITIONS; Z N I VAULTED \ N = 12'-9"x 8'-9° 12'-9° X 8'-9° \ � =N F_ I 13. OR DDITIONA NOTE SEE GENERAL § CONTRACTOR TO VERIFY. \ o W _ i i NOTES ON TITLE SHEET& DETAILS. 5- .1 g 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE LL ,. U. "' / \ i i 96"ABOVE FINISH FLOOR(U.N.O.). - -- - ---- - - - - - - a � 15. WINDOW MANUFACTURER TO TEMPER ALL ir 16'-11/2' PLT i V PONYWALLABOVE WINDOWS 2'WITHIN DOORS,OVER TUB& � `° N co i i NOSE OF TREAD w/ SHOWERS 7 WINDOWS WITHIN 18"OF THE N � � I i 42"HANDRAIL FINISHED FLOOR. a 16. AL:ABOVE LANDING 0 a a N 9'-1-1/8"PLT. i i 91-1-1/8"PLT. _4 9'-0"CLG. ---- I a VAULTED 5- " 3 � 3-5' I 6n FROM 9' 4�- I I VAULTED - FROM 9' o 915 BEDROOM 2 M 2 en 13'-9"x11'-9" D,� MASTER 1SUITE o = r, F_ _1 l ` ---- [�D9'-0"CLG. -- - - - - - - - � � - -- - - - - - _ Y 4!-4Y2" L _Jr. Rr 12"X 12"FLAT 12"X 12"FLAT 13'-8" ro FOR CLG.FANAT - OR CLG.FAN � ¢ " 5 5H o 9'-0"CLG, 2068 PKT 3'-1 " `^ x M c% VAULTED 5'4"x 8'-9 LINEN t: VAULTED TOWER low � FROM 9' ^' I � � FROM 9' � ■ -■ 20 PKT SCALE: 1/4"=l'-O" Pk) !pQ Q 9'-m/8"PLT. 2068 W 9'-1-1/8"PLT. fu LL BLE I I AR 9-0 CLG. I " cn I 9-0"CLG. SH E / 9'1 CLG. " I I ®, © BID© $ I BYP NCL T-6"x 16'-6 to fu LA DBL R/S DBL RIS 8"GLS BLK48"x48" 9'-1-1/8"PLT. cn I.AFF OPTIONAL VALVES SHOWER SHQWER HEAD 5'0" 7'-6" 4'-9" &.9" I C) 26'-0.. SECOND FLOOR PLAN- SCALE. 1/4"=l'-Ow v � a (� is E a Y�lry�, 7 Q N AREA TABULATION -ALL O � N /v W G MAIN FLOOR PLAN 1385 SQ.FT. a LL SECOND FLOOR 959 SQ.FT. TOTAL A/C AREA 2344 SQ.FT. JOB NO. 04-81-004U FRONT PORCH 199 SQ.FT. Siesta Cove LANAI 1 112 LANAI 2 135 SQ.FT. GARAGE 505 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 3295 SQ.FT. PLAN A2.2 L MAIN FLOOR NOTES [NOTE-FLOOR] 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR E ELEVATION TO BE CLEAR GLASS. 'IS >3 2. ALL UNDIMENSIONED PARTITIONS .� g a ARE 3 1/2" ROUGH. o $ a 3. ALL ANGLED PARTITIONS ARE 45 ' DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12 s w/1/2 LL PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 641-0 11 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE gg 6-011 'f " n 1 '� 48'-0" 19-8 n 8'-0° ,' „ . ALL SUCH CONCENTRATED LOADS SHALLOBE TRANSFERRED TO FOUNDATION N 2-7 9-6 2-4 4 5 4 41-811 5 5 2 7 VIA BEAMS, POSTS AND/OR SOLID o 0 o g' BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o OF STUDS UNLESS OTHERWISE NOTED. w Lo 7. ALL TRUSSES TO BEAR ON EXTERIOR Z) a WALLS AND/OR GIRDER TRUSSES UNLESS - 2 X 6 WALL OTHERWISE NOTED ON FOUNDATION PLAN. 71-0" SHOWER W/ROD 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS&SET SPACING FOR ALL fv TRUSSES. 8"SQ FRAMED 3060 H 3060 2030 H HB 8"SQ'COLUMN�') 9. WINDOW SUPPLIER TO VERIFY AT LEAST COLUMNS(IYP.) 84"A 84"A 72"A F ONE WINDOW IN ALL BEDROOMS TO HAVE - .� 2868 t _ _-- \� — — WITH MIN. DIMENSION OF 24"IN HEIGHT AND - y-- �__^-- 20"IN WIDTH; SILL HEIGHT NOT GREATER OPT.SHELVING `iOPT•SHEL I I THAN 44"ABOVE FLOOR. _ 10. BALLOON FRAME ALL EXTERIOR WALLS +�r V ) ------------J I I �` (ABOVE 8'-1")TO UNDERSIDE OF ROOF �•• 0 OPT.GAS FIREPLACE r. -"•" 2068 r I I I SHEATHING-PROVIDE FIRE STOPPING `QQQ� a - EVERY 8'-0"VERTICALLY IN WALLS a 8'-1". N I 5'-0" 2'-6" 5''0" 2'-0" 4'Ol W �j 11. ALL HANDRAIL BALUSTERS TO BE Ix ii 5 I I I SPACED SUCH THAT A 4"SPHERE CANNOT FLEX B E D R M r 3;, I d I I -`Q^ o PASS BETWEEN BALUSTERS. RONT 9'-0"CLG. �, 206$ "; I ;� _ ;, 12. ALL ELECTRICAL AND MECHANICALto CID BATH '~ °° 9'-0"CLG. I I EQUIPMENT& METERS ARE SUBJECT TO " I I O RCH 14'-0"x 13'9° -7, T-g"CLG i i J x 8'-0"x 14'-0" I I RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. I I 9'-0"CLG. " 9'-0"x 13'-9" p/5 i i � � I I .. �. _ _;_...._' � 8'-0"x 20'-0" -" -_ i 13. FOR ADDITIONAL NOTES SEE GENERAL 2068 GREAT ROOM I I NOTES ON TITLE SHEET& DETAILS. n Q D/S 9'-0"CLG. I I 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE r v ---- i 18'-9"x 19'-0" _ io "' I I 96"ABOVE FINISH FLOOR(U.N.O.). 7'-0" 'i 1868 -" ^ 8" .FRAMED L.�i:3060 H I I 15. WINDOW MANUFACTURER TO TEMPER ALL N �^ COL MN " I I WINDOWS 2'WITHIN DOORS,OVER TUB& d `" SECOND FLOOR ABOVE 84 A F SHOWERS 7 WINDOWS WITHIN 18"OF THE o d =' FINISHED FLOOR. a° 16. AL:ABOVE LANDING OPT.WOOD :N 9'-0"CLG. STARTING TREAD �, 22'-0" 6'-11" L„ `^ I II I 30681-L VENT DRYER LL Irr- „ 6,-6„ F_�r Z _..__. M 0 4 THRU SLAB At DINING Roots 151i r �46IAIE-�, i 2, 9'-0"CLG- __j D/SP i 10'-0"x 12'-0" r� i' 40"h WALL r, TI LITY w/12"BARTOP _ « o 8'-0"CLG. 2868 SC SECOND FLOOR ABOVE __-- � � D/5 I I 48"BEC r � 30605H 24" 1 42" 24"FACE 84"A I I x ■ X11 ----� 3n SPACER 2-CAR GARAGE � g D I , 91-011 CLG. --- �, 3.5"SPACER --- ] I ' r i 20'-0"x 20'-0" �� t r — �;� KITCHEN o o L ► I i 9'-0"CLG. o L�Xy J o 1°�` � 15'-9"x 13'-9" d M 91, l SECOND FLOOR ABOVE " , n SECOND FLOOR ABOVE i i 48 BC d 9-0CLG. 10'0"x 13'-9" r1i co - � � II f,, v _ `�' RANGE W/ y �~ MICRO HOOD i i - rr, f. • W/H ke 1!I US j I 42' 11 42" II UScn , _ I OHC OHCIn 1 — — .. (12)8"GU SS BLACK — — — — — — — 1 \ II 1 HB \� it 54"A.F. . 8"SQ FRAII,IED —j - jl COLUMNS P.) =QPT.2 � i�W/42"N 42"SLA C) � N n 6_8�. 81-411 2'-0" 5'-3" 2'-7" V i 1-0 " 3'-2�" 42'-11}x" 9'-10° 641-011 c� zoo In — a tl MAIN FLUOR PLAN SCALE: 1/4"=1'-0" � A C) ti AREA TABULATION W O �(! y MAIN FLOOR PLAN 1385 SQ.FT. r o aLL4 SECOND FLOOR 959 SQ.FT. .i1 TOTAL A/C AREA 2344 SQ.FT. JOB NO. 04-Bl-Q040 FRONT PORCH 199 SQ.FT. Siesta Cove LANAI 1 112 LANAI 2 135 SQ.FT. GARAGE 505 SQ.FT. SHEET TITLE SHEET TOTAL AREA 3295 SQ.FT. MAIN FLOOR PLAN _ A2r1 �y Periods only used on one word abbreviations, if the abbreviation s E is a different word by itself; e.g. ARCH., BIT., and LAM. SHEET I R A L NOTES 4D ABBREVIATIONSPeriods are usually used when abbreviating multiple words, unless they aGENE are very common without periods; e.g. AFF, HVAC, R/A, and WINM. E so A A.B. ANCHOR BOLT F FAS FASTENMJ FASTEN(ER) P PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING asv aeovE F.B. FACE BRICK P.BD. PARTICLE BOARD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRE CAST CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.O COVER SHEET A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH . OOR(LINE) PERI PERIMETER A11 INDEX ABBREVIATIONS A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING f 9 SYMBOLS AND 2. Minimum Design Loads: B. Install#15(min.)left under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER No staples allowed. AGO AGGREGATE FLA FLOOR(NN q G) PNL PANEL encu A.H.U. A IS HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) LAYOUTS ROOF: 40 P.S.F.Me Load AL ABOVE LANDING FN FENCE PR PAIR(OF) 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN 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. Down spout to be 4" A.P. ACCESS PANEL FP FIRE PROOF Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. PSI POUNDS PER SQUARE INCH g g peaficatio g g APX APPROXIMATE FPHB FIRE PROOF HOSE BIBS PTN PARTITION ARCH, ARCHITECTURAL) FPL FIREPLACE p.T- PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN ASPH ASPHALT FA FRAME(D)(ING) PV PAVE(D)OF;PAVING A2.2 SECOND LEVEL FLOOR PLAN 3. CONCRETE 6. INSULATION AUTO, ASPHALTTILE FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) AUTO. AUTOMATIC FTG FOOTING PVMT PAVEMENT e� q AVG AVERAGE FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide 13-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation Q FRONT & RIGHT HT E LEVATIONS r each lot. The Architect does not warrant or guarantee this building design in kxations (or batt and Nowan insulation)in all ceilings or rafters adjacent to the exterior or to unheated B36 36'WIDE BASE CAB. GA GAUGE O.T. QUARRYTILE A2.4 +� I where inadequate sails or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All Insulation to meet HUD minimum property specs. B BD BOARD G G.B. GYPSUM(WALL)BOARD structure or gas mitigation due to these occurrences. R»11 batts at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD GRADE ORL ADDINGCTOR R RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS BLKG BLOCKING G.O.O. GARAGE DOOR OPENER RIA RETURN AIR R R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONSF!kb.0 M W BLDG BUILDING ON GROUND FAULT INTERRUPTER RAD RADIUS an BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of sob conditions,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN and structural designs due to inadequate soils or landfill occurrences shall be the BM BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR DETAIL SHEETS responsibility of the"Builder-Developer"or it a subcontractors involved with the design and 7• DRYWALL 9.M. BENCH MARK GT GROUT REQ REQUIREDinstallation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) (WALL) REV REVISION(S),REVISED RES RESILIENTADADA FOUNDATION & WALL SECTIONS Implementations. A. All walls t0 have Y"gypsum and all ceiling to have gypsum ar y"ceiling board unless BAG BEARING 47H 42"HIGH BRK BRICK H HB HOSE BIBB REINF REINFORCED(NG) noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING AD,2 ROOF SECTIONS BSMT BASEMENT HD HEAD OR HARD R.J.B. RE IN FORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING AD-3 M ISC DETAILS C. Contractor shall be responsible for size,location and Installation of revised Steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED How HARDWARE AM ROOM AD 4 M ISC DETAILS B.W. BOTH WAYS HOT HEIGHT R.O. ROUGH OPENING 8. INTERIOR TRIM AND FINISHES to be selected contractor. H.M. HOLLOW METAL R.O.W. RIGHT OF WAY by CAB CABINET HORZ HORIZONTAL AD.5 MISC DETAILS C A&S ROP AND SHELF(S) C.B. CATCH BASIN HR HOUR 3[v D. Soil test must be approved by Geo technical Engineer prior to footing pour. n CEM CEMENT H.A. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) g 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR ii E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HVAC HEATINGNENTILATING/AIR CONO. W LL shall be placed on fine,undisturbed sail 3"-6'minimum below grade. Contractor m A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. Sq ARE FEET ELECTRICAL 0" n reinforce concrete footings and poured concrete walls as required for specific still conditions C.I.P.CONC. CAST-IN-PLACECONC. SF.GL. SAFETY GLASS �"r a or local codes,whichever,is more resefctive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE ' I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE D. INSIDE DIAMETER pe my SH SINGLE HUNG OR SHELF(YING) �m and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING E1.1 m N 1 MAIN FLOOR ELECTRICAL PLAN a` F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR m 7 CLG CEILING INT INTERIORSKL SKYLIGHT E1.2 SECOND LEVEL ELECTRICAL PLAN C. Provide insulatingdouble glazing at all exterior fess areas and tem lase in all sliding CUR CLEARANCE) g SL SIDELIGHT OR SLEEVE p g 9 g peed 9 ng CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) 0. G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) J JT JON $PC SPACER T NT SEALANT 0. encasement of utility lines Is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT S utilities lines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC SPECIFICATIONS D. Caulk at all sash,slidinglass doors,entrance doors and bottom plates(all sides Of COL COLUMN K KIT KITCHEN SPK (AUDIO)SS ST E g S.ST. STAINLESSSTEEL openings)and head flash all W1ndOWS and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt Impregnated)between foundation walls and all slabs GONG CONCRETE KPL KICK PLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. STL STEEL COND (AC)CONDENSER K/8 KNEE SPACE 10. MECHANICAL&ELECTRICAL CONST CONSTRUCTIONCONT CONTINUOUS LAM. LAMINATE(0) STA STRUCTURAL CONTR CONTRACTOR L LAV LAVATORY(SINK) SQ SQUARE Sus SUSPENDED I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. DIMENSION N CORR CORRUGATED L.B.O. LOCATION BY S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local budding voles. All outdoor, CPR COPPER uv LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSES) L.P. LAMINATED PLASTIC T T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CA$TSTONE L.T. LAUNDRYTUB TC TERRA GOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO CERAMIC TILEA. Laminated veneer lumber(LVL)shall provide the design values equal to or excoodirng the C.T. LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 si in Horizontal Shear,Fv C. All sewer and water sleeves to be de h and se ration aS r local code below ad nt M METER(S) THK THICK(NESS) p Pt pa Pe J D 12'D 12'DEEP MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAIN MAS MASONRY DBL DOUBLE T.O.C. TOP OF CONCRETE - MATL MATERIAL T.O.F. TOP OF FOUNDATION I F B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.Q.M. TOP OF MASONRY I F 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,O.W, TOP OF WINDOW otherwise. DEP DEPRESSED MFA. MANUFACTURER TH OR TAN TRANSOM(WINDOW) r� DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The OH DOUBLEHUNG MIR M SCELRROR TVP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be,capable of accepting a law voltage minimum 2 conductor cable Supplied DDI DIAMETER MIUD MISCELLANEOUS a building in accordance with commentary and recommendations as published by the Truss and installed by,the electrical contractor,The cable shad be copper and a minimum#18. DIM DIMENSION MLD MOULDING uc UNDNISHE DOOR) Plate Institute. The water de irtment shall make the connections. D.L. DOWEAD LOAD MM MILLIMETER 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 2 �"hl h density T&G,PI DROR Y DRYER MACHINE MOB MARBLE MODULAR VB a. VAPOR BARRIER UNIT OR FACE OF MASONRY UNIT TO FACT F STUD. g Plywood sub floor glued and maned. Panel span rating shall be APA DS DOWNSPOUT MTL METAL VB36 36"WIDE VANITY BASE 24/32, Exposure 1,with sealed edges. Install per manufacturers'spacing and edge I j: ; recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. D/s DRAWER STACK(CABINET) MT MOUNTED(NG) VERT VERTICAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL DTL DETAIL V.S. VEGETABLE SINK 3• Y,"underly ment(Minimum)under vinyl or the on wood frame floor stems. G. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DG DISHWASHER H N/A NOT APPLICABLE V.T. VINYL TILE co y ) y � DWG DRAWING N.I.C. NOT NCONTRACT w Showers. DWR DRAWER NL NAILABLE W36W 36"W X 3TH WALL CAB Q NOM NOMINAL W WIDE OR WASHING MACHINE 4. Min!%"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shallB EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges.Install per manufacturers'spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD WOOD recommendations. IMPORTANT NOTE: E.F. EACH FACE O OA OVERALL WF WIDE FLANGE(STEEL BEAM) Cn E.J. EXPANSI NJOINT 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 ELEC ELECTRIC(AL) OCAS, OVERHEAD CABINET WI WROUGHT IRON y ENGINEERING WILL SUPERCEDE ALL NOTES E.P. ELECTRICALPANEL designs prepared under the supervision of a registered professional engineer. ' EO EQUAL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET DOW REFERENCES & CALL OUTS ON THE ARCHITECTURAL EST ESTIMATE O.G.D.OOVERHEAD GARAGE DOOR W/W/O WIT ORWITHOUT E.W.C. ELECTRIC WATER COOLER OH OVERHEAD PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATERPRooF(ING) EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed strop drawings m budder for CLARIFY CONFLICTING INFORMATION. OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTICVENT CALCULATION approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALL TO WALL O WWM WELDED WIREME5H F. Mime exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. G. Pressure treated lumber to bed where woad is in contact with concrete and for 2x4 mud SYMBOLS FORMULA: use sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. . indicated on the plans. i''r)�` EARTH '``:;:{`;,_ PLYWOOD BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300 = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL { INSULATING SHEATHING SQ, IN. OF VENT REQUIRED/2 = 50%AT RIDGE 8t 50%AT EAVES WOOD STUD PARTITION y;','1 BATT INSULATION �® DETAIL NUMBER OR SECTION KEY ( SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6yV }"y^n; . RIGID INSULATION UNLESS OTHERWISE NOTED BRICK WATER CLOSET ANGLE TABULATIONit171--- AREA' CONCRETE BLOCK CENTERLINE O CONCRETE TUB/SHOWER MAIN FLOOR PLAN 1385 SQ.FT. rg HOSE BIB(FREEZE PROOF) SECOND FLOOR 959 SQ.FT. 4LL STONE Q N GAS LINE STUB s LAVATORY TOTAL A/C AREA 2344 SQ.FT. 6N W STEEL FRONT PORCH 199 SQ.FT. (� am0 � PENNY a DIMENSIONAL LUMBER ❑❑ DOUBLE SINK LANAI 1 112 LANAI 2 135 SQ.FT. PERPENDICULAR GARAGE 505 SQ.FT. • JOB N0. 04-Bi-0040 61 R PLATE BLOCKING SINGLE SINK TOTAL AREA 3295 SQ.FT. Siesta Cove ROUND OR DIAMETER FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES A1 . 1 L MA LLD Siesta Cove '13 18 1 1 16=ml Jacksonville Beach, Florida gg4 I "I CM O 6 0 O LU BESTCON Homes o fu ........ ............ ..... -- --------- fu ............ ............. .................. FILE Cap y ---------- ................... Cn . ......... J I I I A E $ 1� LL. . E 0 .9? 0. U. 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