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1609 Linkside Drive G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED I 0 THE ORIGINAL SITE FOR WHICH • • THEY WERE PREPARED AND PUBLI- r - - - - - - - - - - I I • O \ / CATION THEREOF IS EXPRESSLY I I LIMITED TO SUCH USE. REUSE. / I r - - - - - - - - I I I REPRODUCTION,OR PUBLICATION I X BY ANY METHOD, IN WHOLE OR PART I ` IS PROHIBITED. TITLE TO THE I I I I I I DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT I I ; PREJUDICE. VISUAL CONTACT WITH THOSE DRAWINGS AND CrL SHALL CONSTITUTE PRIMA FACE SPECIFICATIONS 1 �'; EVIDENCE OF THE ACCEPTANCE OF loocFm HESE RESTRICTIONS. \-�- E I I I I II ` • - -1% 1 L - - - - - - - - - i II M N � N wP - - - - - �� d- GFI \ II LL CF) Q M � JI JE�\ II 0 j .� � _ ,.� 50CFM I I ca V � M C0P - _ � ZLLo w ELECTRICAL KEY 0 Q r- U 110V OUTLET OVERHEAD LIGHT • w Mco U Y N 220V OUTLET RECESSED LIGHT OUTLET W/GROUND FAULT W Q o LL SCONCE LIGHTING WEATHER PROOF OUTLET — — Z W J J FLOOR/CEILING OUTLET < TRACK LIGHTING ` M V d' CABLE OUTLET J to FLUORESCENT LIGHTING 1 _ PHONE JACK SPOT LIGHTING TV OUTLET EXHAUST FAN JUNCTION BOX CUSTOMER Fir EXHAUST FAN W/LIGHT 409 SINGLE POLE SWITCH /.0 ' L I N KS I D E If M�e MULTI-POLE SWITCH CEILING FAN — — — — — — — — — -- 90CFM- DIMER SWITCH r — — — — — — — — — - - - - - -1 r - - - - - - - -- - - - - - - - � I EXISTING 1955 e DOOR BELL CEILING FAN W/LIGHT I 1 1 CEADDTIONAL 311 1 - - 1 I TOTAL 2266 1 I- - — — — — — — — — — — - � I I L- - - - - - - - - - - - - - - - - - - -i NOTE: ALL BEDROOM OUTLETS ARE TO HAVE AN INTERUPTR ALL GARAGE OUTLETS ARE TO BE 48"A.F.F.AND GFI 112312005 DESIGN METHOD WIND VELOCITY(MPH) 120 IMPORTANCE FACTOR 1 w EXPOSURE CATEGORY G INTERNAL PRESSURE n COEFFICIENT .18 MEAN ROOF HGT. 14' BUILDING WIDTH 46'-4" BUILDING LENGTH 69'-11" ROOF SLOPE 6/12 ENCLOSED STRUCTURE OPI[NM.NbfEE; 1.DE4ERAlC01RMCiOq YIylNNRYM10EiENEOM EIgMN OR EMIED EBFVNE iTM11N0/Wy WpIK 21001 YEAMD LOCAL LAM WEgYMH LOCAL A0000E! EDTA 7fATE AND LOCAL.IIND OOIEIT YIITII All LOCAL AUD101tlTIE7 NAYS THEC InPAM 1 R IS ME COARACiOM EO[l l!!OONF ! ERECTION! C DE E TOWMNTIG WIEY EVlDW NoCO9*"9NPAlITSDLUWVWCt0TIQI DE! EVT s NiDT LEAtED ro TIE AOORE]N a wwttEv9t TEIA�OMRr ERACNO.WTE.OIITlD=nW 4AVEE WCESWY.M=WrMK EWilaNEMaM%111WW1L"a"Tw mapam anE Cownvc m AF1E71 OOiIETOM a PIIO.EGT. ♦ALL 0604101413 ME)NEVATiONE ENOVM ON TN!EnnlOnA k Dg4MVi0E EWLL 6E vs"ED AID WILL O Nwm TO TIE Ntov=R IAL ONM411a SEAL TMS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION R301.2.1.1 OF THE FLORIDA RESIDENTIAL BUILDING OODE TO J� WITHSTAND 120MPHWNDFORCE. Q J Q STANLEY P.H ELLE ARCHITECT.#9033 3350 RODEO ACRES DR. - ORMOND BCH., FL 32174 U SCALE:AS NOTED w W UE- 1 G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL PRE-ENGINEERED FACIA SE FLAN ' TION (386)677-7740 RUSSES ELEVA FOR SIZE.;�D FAX (386)677-4050 - GABLE NOTES : \ \\ SHEATHING SINPSON CS-Ie 3#210 CU AT CABLE END AND \\ 48' MAX. SPACE THE TRUSSES SHOWN ARE SYMBOLIC, ACTUAL TRUSS DESIGN MAY VARY. METERIDISC BETWEEN SEE WALL SECTION NOTES FOR ROOF, SHEATHING TH�CKNESS & NAILING. SW SYSTEM 2" C COPYRIGHT NOTICE 2r4 X-BRACE \ GABLE 1/2 ' SHEATHING NAILED W/8d AT 6" O.C. ON EDGES & 811 O.C. IN FIELD. HE USE OF THESE DRAWINGS AND 2■4 %-BRACE STORAGE 1/2" SHEATHING NAILED W/8d AT 6" O.C. ON EDGES & 8" O.C. IN FIELD. A1C SPECIFICATIONS SHALL BE RESTRICTED 1.4 RAi RUN 0 THE ORIGINAL SITE FOR WHICH 1.4 RAT RUN PPL M THEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE. WHEAT REPRODUCTION,OR PUBUCATION TRUSS BRACING NOTES . IS ANY METHOD, IN WHOLE OR PART IS PROHIBITED. TITLE TO THE DRAWINGS AND SPECIFICATIONS 1/2'DRYWALL REMAIN IN THE DESIGNER WITHOUT 2.6 FCR GABLE MALE WALL OR HEADER NO PERMANENT TRUSS BRACING REQUIRED BEYOND THAT LISTED BY TRUSS ENGINEER PREJUDICE. VISUAL CONTACT WITH LATERAL WIND BAKING THOSE DRAWINGS AND SPECIFICATIONS 1x4 ON TOP OF BOTTOM CORD OF TRUSSES PERPENDICULAR WITH TRUSS 8' O.C. MAXIMUM C.W.R. SHALL CONSTITUTEPRIMAF GA3LE DETAIL EVIDENCE OF THE ACCEPTANCE CE OF SPACE w/2 8d NAILS @ EACH TRUSS CONTINUOUS THROUGHOUT ENTIRE CEILING OF THESE RESTRICTIONS. HOUSE PRE-ENGINEERED FACIA SEE TRUSSES ELEVATION PLAN ZM FOR SIZE AN O�ERHANC CO C SHEATHING SINIPSON CS-16 ELECTRICAL RISER DETAIL NI. •� AT GABLE ENO AND 48. MAXSPACE PRE-ENGINEERED LOCATION WILL BE DETERMINED BY TRUSSES LOCAL POWER COMPANY.. LL SHEATHING FOR STORAGE O AND GABLE BRACING SIMPSON CS16 WtH (ACTS AS DIAPHRAGM) 2f4 COLLAR TIE WITH (r) 10d ■ 1 1/2' i0 RtUS ( l V Sod x 1 /2" WITHTO (4) 124 COMMON EA END (T) tOtl A , 1/2' TO TRUSS v (T) tOd ■ 1 in' TO RIDGE 1"8 RIDGE O (T) 10d . 1 1/2• TO rRuss • ROOF SNF-AT14INc EXHAUST NOTE: � � N ROOF SHEATHING 1)ALL BATHROOMS ARE TO HAVE EXHAUST FAN VENTED TO U) P:z LL Q 1/2' CRYWALL NO STRAPS REOU RED OUTSIDE. FOR RAFTERS 16• 2)EXHAUST FAN MUST BE ABLE TOVENT 1 CFM FOR EVERY J 2.6 FOR GABLE FRAME WALL OR HEADER AND SMALLER SQ.FT.OF FLOOR SPACE IN THE VENTED ROOM. (EXAMPLE) te ....J ," LATERAL Wr IND BAKING \ TOILET ROOM OR A BATHROOM Q PRE-ENGINEERED .� GABLE DETAIL TRUSS \ 2,6 (2) 2xL RAFTERS }� SLEEPERS E'E E M CNI PRE-ENGINEERED Z O TRUSS DUCT PENETRATION. DUCTS LOCATED IN THE GARAGE SHALL BE 26 GAUGE SHEET RAFTER DETAIL METAL OR OTHER APPROVED MATERIAL. DUCTS PENETRATING THE WALLS OR W Q PRE-ENGINEERED v ES EEREb CEILINGS SEPARATING THE DWELLING SHALL BEA MINIMUM NO.26GAUGE SHEET ♦ , U_ TRUSS STEEL OT OTHER APPROVED MATERIAL. DUCTS SHALL HAVE NO OPENINGS INTO J J SIMPSON MTS OR CS16 "ITH (T) 1od : 1 1/2" TO RAFTER THE GARAGE. (T) ,oa . , ,n" TO TRUSS WJ ALTERNATE GARAGE DUCT CLADDING: z a- W FIBERGLASS DUCTS IN THE GARAGE MAYBE CLAD WITH 3"TYPE"X"DRYWALL AND < M U FIRE TAPPED. FIBERGLASS DUCTS PENETRATING THE-WALLS OR CEILING SEPARATING DWELLINGS MAY ALSO BE CLAD WITH I"TYPE-"X"DRYWALL AND FIRE J L0 TAPPED. CUSTOMER DETAIL FOR GLASS BLOCK WNDOW LINKSIDE (2)2"x12" Header 1/2" Gyp. 8d. Wood Casing w/ 1/2" Plywd. Smooth Finish Flitch Plate Shim as Required GLASS BLOCKS ADDTIONAL EXISTING 1 955 Stucco Band 12" Gyp.�• Bd. 2"x6' Stud W011 NOMINALBx8x4 Fasten Jamb to 311 w/ Batt Insul. Wood Casing 2"x6" Buck w/ MORTAR JOINT TOTAL 2266 Sealant g #10 X 1-1/2" NO UNSUPPORTED _ Countersunk EDGES(UNLESS OVER 25sq.R.) Sc•ews @ 16" o.c. PANEL ANCHORS/REINFORCEMWNT Fasten Jamb w/ Staggered ONLY IF OVER25sq.IL #10 x 1-1/2" PANEL REINFORCMENT, Countersunk S.S. EVER OTHER COURSE. Shim as Screws @ 16" a.c. Smooth Finish Sealant PANELANCHOR Required Staggered Stucco Band EVER OTHER COURSE 1/23/2005 ACROSS HEADER AND JAMBS. NOTE: Door Head Door Jamb THIS DESIGN IS BASED ON THE FOLLOWING ASSUNPTIONS 1.GLASS BLOCKS MUST BE FULL-BED MORTARED ON ALL SIDES. 2.MORTAR MUST BE TYPE"M"OR"S". 3.GLASS BLOCK MUST BE"P.P.G"DECORABRAND AND MUST BE DESIGN METHOD THE NOMINAL 4"THICK UNITS. THE3"THICK UNITS ARE NOT PERMITTED. WIND VELOCITY(MPH) 120 4.MAXIMUM PERMITTED OVERALL SIZES. IMPORTANCE FACTOR A.IF NO MORE THAN 24"VERTICALLY IN HORIZONTALLY 1 L, EXPOSURE CATEGORY MAXIMUM CORRESPONDING ORTHOGONAL DIMENSION C IS 120 INCHES.(EXAMPLE:24"X 120"MAXIMUM OVER ALL SIZE) INTERNAL PRESSURE N B.IF MORE THAN 24"VERICALLY OR HORIZONTALLY COEFFICIENT .18 MAXIMUM CORRESPONDING ORTHOGONAL DIMENSION IS MEAN ROOF HGT. 14' Clad Wood 96"(EXAMPLE:48"X 48"IN PERMITTED,48"X 64"IN NOT PERMITTED) BUILDING WIDTH 46'4" Window 1 2" G Bd. Wood Casing BUILDING LENGTH 69'-11" (2)2"x12" Header / Gyp. g ROOF SLOPE 6112 w/ 1/2" P I ywd. C.MAXIMUM TOTAL OVERALL AREA IN ANY CASE IS THIRTY ENCLOSED STRUCTURE 1-f Flitch Plate SQUARE FEET(30SQ.FT.) Smooth Finish Sealant 00 Stucco Band 1/2" Gyp. Bd. 2"x6" Stud Wall GEWPIAL NOTE*_ Wood Casing w/ Sot', Insul. 1.OE-MMCartRACTMftLVMFYAuWE""&40VMOe IM L®BEFORE BTARTNO ANY WONL L d6NEAALCONTRACTORWLLCOMPLY VMALL WMNOcaDEs Wood Casing Smooth Finish Clad Vlood BDTN QTATE MD IOCAL AND COAgr Yrt,11 AU. I IT fST CONTRTICK ACT Stucco Band 1/2' Gyp. Bd. indow 'ORRECTM FS*0= iOTM a� BVEDNOANDCOLPOfB PAAT1OLNP 8*CT0L THMN0.UOE! EUTIBNOTLWWTOTMAODITICNOFWMTeVMM ORMY Sealant BRACM 0".OR rE DOWW RMT LW Be NEOUW(.a"M%TETIVIL INAU.BE REIDVEO MD WALL RE]WN THE PROPERTY OF TM CCN,R1CiT1R • DIMEMON ADE AIEV TIOIAWDWNON'11EBTSICIURALOMWMB ENAu eE vERPIm ANo mLAt1 OONFOPM TO THE Mo14TECTUlA1 ORMYINOB Clad Wood 2"x6" Stud Wall Smooth Finish Sealant Window w/ Batt Insul. Stucco Band EXTERIOR OPENING NOTES : SEAL Window Head Window S I I I Window Jamb THIS HAS BEEN DESIGNED IN AO�ORDAWDANCE WWITH SECTION R301.2.1.1 OF THE ALL EXTERIOR OPENING SIZES (ROUGH—OPENING) ARE TO BE PROVIDED AND/OR VERIFIED FLORIDA RESIDENTIAL BULDINGCOC£TO BY THE WINDOW AND DOOR SUBCONTRACTORS. WITHSTAND12OMPHWIND FORCE. IF AN EXTERIOR OPENING SUB—CONTRACTOR USES ANOTHER METHOD OF FASTENING THEIR WINDOWS AND DOORS THEN PROVIDED ON THESE PLANS, THAT SUB—CONTRACTOR MUST PROVIDE THE ENGINEERING TO COMPLY WITH THE LOCAL AND STATE CODES. ♦♦�� ALL EXTERIOR OPENING BUCKS, FASTENERS, WINDOWS AND DOORS ARE TO BE INSTALLED vJ / BY THE EXTERIOR OPENING SUB—CONTRACTORS. IT IS THE EXTERIOR OPENING J STANLEY P.HOELLE SUB—CONTRACTOR RESPONSIBILITY TO ENSURE THAT ALL WINDOW AND COORS ARE ARCHITECT.#9033 INSTALLED TO COMPLY WITH LOCAL AND STATE CODES. < 3350 RODEO ACRES DR. ORMOND BCH., FL 32174 W SCALE:AS NOTED D-3 G.M. REYNOLDS 1387 ALEUT LANE SLOPE 1"IN 10' SLOPE 1"IN 10' ORMOND BCH.,FL SEE FND.PLAN SEE FND.PLAN (386)677-7740 GRADE GRADE �, FAX (386)677-4050 —_. I— ...,••. •.• _ ,_ =1 I I : . . :' ::' — 1=1 I1=1�' 4"CONC.SLAB 16x16 CONC FTG.. N I '' `• I=1 I 4"CONC.SLAB (1)#5 BAR CONT. W/(2)#5 CONT. I I—'' g" CLAN COMP.FILL CLAN COMP.FILL COPYRIGHT NOTICE 16" F1 MD THICKENED EDGESPECIFICATIONS PEUSEOFTHESHALLB RESTRICTED O THICKENED EDGE TOTH ICA ORIGINAL SHALL ORWHIC iCTED O THE ORIGINAL SITE FOR WHICH F2 HEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE. REPRODUCTION,OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART IS PROHIBITED. TITLE TO THE DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT PREJUDICE. VISUAL CONTACT WITH HOSE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF X 8"ANCHOR BOLTS OR THESE RESTRICTIONS. "X 6" EXPANSION BOLTS "X 8"ANCHOR BOLTS OR @ 21"O.C.W/2"DIA WASHERS "X 6"EXPANSION BOLTS STEP OWN VARRIES L4" NC.SLAB W! "21"O.C.W/7'DIA WASHERS SLOPE V IN 10' R BARRIER V 4"CONC.SLAB W/ SEE FND.PLAN fes: " VAPOR BARRIER '• I.I .1=111r=�' M Cfl N d- GRADE (V TERMITE ::'': • •I 1= I I=1 11= 'I-II �' I I-'' Q., M :• I I— '' I TREATED FILL 00 I I I h 16x20 CO NC FTG.. O CLEAN COMP,TERMITE TREATED FILL W/(2)#5 CONT. 16' O O 16x20 CONC FTG.. W/(2)#5 CONT. 15' Q TYP. FOOTER m a, � V � M W/ STEP DOWN _ m F3 TYP. FOOTER F4 (n Z U- Lo O * o w � Lo C) � WMU co �4 N "X W ANCHOR BOLTS OR1 ' ' Z O "X 6"EXPANSION BOLTS 0 @ 21"O.C.W/2"DIA.WASHERS ?X 8"ANCHOR BOLTS OR - O 4"CONC.SLAB W/ "X 6"EXPANSION BOLTS J J STEP DWN VARRIES VAPOR BARRIER 4"CONC.SLAB W/ (�21"O.C.W/2"DIA WASHERS z W SLOPE V IN 11YVAPOR BARRIER W SEE FND.PLAN — — :,: �::: r• ,: V 1=111=1 I -I I'I• •I I 1=111 lit. - 1=1T�1lil- 11�I I II I I rl JLo 8"x8"CONC FTG. g' CLEAN COMP.TERMITE (2)#5 BAR CONT. W/(1)#5 CONT. TREATED FILL i2"1-STORY 12' CLAN COMP.TERMITE TREATED FILL F5 NON BEARING STEP DOWN 16"2-STORY 15' F6 INTERIOR BEARING CUSTOMER LINKSIDE FASTEN VENEER WITH 3/16"TIES }"X 8"ANCHOR BOLTS OR EXISTING 1955 AT NO LESS THAN ONE PER X 6"EXPANSION BOLTS ADDTIONAL 311 EVERY 4-1&OF WALL AREA ® @ 21"O.C.W/7DIA WASHERS TOTAL 2266 ALTERNATE COURSES SHALL "X 13"ANCHOR BOLTS OR NOT EXCEED 24"AND HORIZONTAL DISTANCE SHALL BE NO MORE ® X 5'EXPANSION BOLTS RAISED CURB, SLOPE 1"IN 10' THAN 36".(TYPICAL) (c�21"O.C.W/2"DIA.WASHERS HGT.VARIES SEE FND.PLAN 4"BRICK LEDGE(TYP) ® 4"CONC.SLAB W/ -r • �' '''_ — — ® VAPOR BARRIER GRADE WEEP HOLES �j CLAN COMP.TERMITE I=1 —� _r' TREATED FILL1/ 2005 1111 I- 16x20 CONC FTG.. CLAN COMP.TERMITE W/(2)#5 CONT. 16x20 CONC FTG.. TREATED FILL 15' .W!(2)#5 CONT. 16" FS TYP. GARAGE FOOTER DESIGN METHOD TYP. FOOTER WIND VELOCITY(MPH) 120 W/ / �+ IMPORTANCE FACTOR lo F7 yy/ 4" BRICK LEDGE EXPOSURE CATEGORY G INTERNAL PRESSURE It COEFFICIENT .18 MEAN ROOF HGT. 14' BUILDING WIDTH 46'4' BUILDING LENGTH 69'-11" ROOF SLOPE 6112 ENCLOSED STRUCTURE TERMITE TREATMENT NOTES. 1."A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR oe 1M t,oevwtoorrtwcra�n+uvba►r�W.oaeruaeeNow+loa 0ll9u o%T�rcm wrroiec ELECTRICAL PANEL. 2."CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST T47'AWAY FROM THE BUILDING i GENERAL FOUNDATION NOTES: z trISY L00NTItCTMIrLCOMPlrN7tD►�OC 9 DOTM�T AMILOC AWC0WLrVM9L=&AUTH=M SIDEWALLS:' i 3."IRRIGATIN/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'0 ,RurnOmmuctaaetult MOFV Bea FMTB>aee< rjLv on4Dcwcrw+Dseot["cEromoatr"etamaM euane+ounco��uexrrr+cnwr+raeesr�on nuwuota wr it��urteD ro oRTL,nE ittxrnn a wrwteNCt r�Ntr OF THE BUILDING SIDEWALLS" 1.FOUNDATION IS DESIGNED FOR A MINIMUM 6.CORNERS SHALL BE 90 DEG.UNLESS uuuraanMNOPrMsINEMON a PRaeITO"C71SJCH �au 4."TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SOIL BEARING CAPACITY OF2500 P.S.F. NOTED OTHERWISE. �wtuxRewovc-0NorAUOMFuNneTanornemrttvucM errrre oaarnw tx rnaccr. ...� iw��u°�m��o�o"ror�ws�aw"roa-resrmTM �u�w.TLVAL a SHALL NOT BE LESS THAN 6 INCHES." EXCEPTION:PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8"THICK ADHERED DIRECTLY TOTHE i 2.CONCRETE IN SLABS AND FOOTINGS SHALL 7,ALL AREAS OF CONSTRUCTION SHALL BE FOUNDATION WALL. BE 2500 P.S.I.STRENGHT AND SHALL DEVELOP ON TERMITE POISONED,WELL COMPACTED 5."INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE" 11 90°x6 OF FULL STRENGHTWITHIN 28 DAYS CLEAN FILL OR STABILIZED EXISTING SOIL. SEAL 6."SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED." NOTE:4"CONCRETE SLAB REINFORCED WI W 7."BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OFTRAPS,ECT...SHALL BE WITH 3.FOOTING SHALL BE REINFORCED WITH 05 FIBERMESH ON 6 MIL VAPOR BARRIER-TYP. Q THIS STRUCTLRE HAS BEEN DESIGNED IN PERMINATE METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF SIZE AND DEPTH THAT WILL ELIMINATE BARS AS INDICATED. ALL BARS SHALL BE S.CONCRETE MASONRY UNITS MAY BE ON CLEAN,TERMITETREATED FILL PLUMBING SIZE N 0 T E S . FLORIDAA ESI WITH SECTION R301.2.1.1 OF THE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT." DEFORMED AND CONFORM 70 ASTM SERIAL COMPACTED TO 95%MODIFIED PROCTOR. FLORIRESIDENTIAL BUILDING CODE To 8."MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL i DESIGNATION A305,BE CLEAN AND FREE GRADE WHEN FOR BRICK BELOW FINISH GRADE WHEN APPLICABLE. EXCEPT WHERE OTHERWISE NOTEDALL r� VNTHSTAND 120MPH WIND FOR OCCURS BEFORE VAPOR RETARDENT PLACEMENT,RETREATMENT IS REQUIRED." FROM RUSTAND SCALE. SPLICES SHALL FOOTINGS SHALL BE 15'X20"W/(2)N5 BAR CONT. L 9."CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE j OVERLAP MINIMUM OF 24". Wt CHAIRS @ 48"O.C.(TYP) O EXTERIOR SOIL TREATMENT." 9.CONTRACTOR SHALLVERIFYALL ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE 10."SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-O"OF STRUCTURE 4.ALL FLOOR SLABS SHALL BE 4"THICK DIMENSIONS AND FIXTURE LOCATIONS ON NOTE:WATER SUPPLY LINES AT WHATER CLOSTES MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH SIDEWALLS." REINFORCED WITH FIBERMESH ON 6 MIL SITE BEFORE POURING OFCONCRETE SLABS. TO BE@8"A.F.F.(TYP) CONSISTING OF 1 WA,ER CLOSET 1 LAV 1 TUB/OR SHOWER WILL HAVE A MINIMUM 11."AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE VISQUEEN VAPOR BARRIER ON CLEAN, DRYER VENTS YO BE 6 A.F.F. `� ( ( ) ( ) INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED,SHALL COMPACT,AND TERMITE POISONED FILL.. VENT SIZE OF 2" THRU ROOF. EACH HOUSE WILL HAVE (1 ) 3" MAIN VENT THRU ROOF. 'Q BE RETREATED- A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF. IF THE Q STANLEY P.FbELLE 12."ALL BUILDINGS ARE REQUIRED TO HAVE PRE CONSTRUCTION TREATMENT." 5.8"CONCRETE BLOCKWALLS SHALL BE WASHER IS STACKED WITH THE LAUNDRY TUB THE VENT THRU ROOF WILL EE 2". ALL '�7 L ARCHITECT.#9033 13."A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TOTHE BUILDING DEPARTMENT BY A LICENSED PEST REINFORCED AT ALLCORNERS,SIDES OF KITCHEN WILL BE AUTOVENT. 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR 3350 RODEO ACRES DR. CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OFCOMPLIANCE WALL OPENINGS,AND IN WALL PANELS At 0RMOND BCH., FL 32174 SHALLSTATE:'THEBUILDINGHASRECEIVEDACOMPLETETREATMENTOFTHEPREVENTIONOFSUBTERRANEAN EVERY 100SQ.FT.MAX.WITHCONC.FILLED ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF CELL WITH#5 BAR CONTINUOUS FROM VENTED ON LESS THAN A 2" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/OR O n SCALE:AS NOTED AGRICULTURE AND CONSUMER SERVICES." FOOTER TOTIE•BEAM. WALLS SHALL BE SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL N:-:.VER 14."AFTER ALL WORK IS COMPLETE,LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'0"OF BONDED WITH CONTINUOUS CONC.FILLED OR SHOWER USING SAME UPSTREAM VENT. BATH VENTS TO TERMINATE LL THE BUILDING. THIS INCLUDED ALL GRADE STAKES,TUB TRAP BOXES,FORMS,SHORING OR OTHER CELLULOSE 8"X8"CONC.FILLED MASONRYCELL WITH#3 DRAIN PAST A TUB/OR CONTAINING MATERIAL" BAR CONT. THROUGH ROOF VENTS OR SOFFIT 3' MIN. FROM WINDOW AND DOOR OPENINGS. D-2 15."NO WOOD,VEGETATION,STUMPS,CARDBOARD,TRASH,ECT.,SHALL BE BURIED WITHIN 15 OF ANY BUILDING OR PROPOSED BUILDING." TYP. PLY G.M. REYNOLDS GIRDERR TRUSS 1387 ALEUT LANE I I I I III 11 11 11 11 11 11 11 11 11 ORMOND BCH.,FL EXT. FINISH ROOF MATERIAL SEE I I I ( III I I I I 11 NIp1NUFACTIyf�ED TRUSqE(S I I 1/7'X I I 41R SEE EXT.ELEV. ELEV. I I TYP. I I I I III I I I I I I I I I I I I I I I I I I THROUGH BOLTS (386)677-7740 ALL THRk4b ROD I I I I I I I I I I I I I I I I I I (TYPICAL) THE GARAGE SHALL BE SEPARATED FROM THE FAX (386)677-4050 15#FELT PAPER OVER EXT.GRADE MT EA TRU THAT DO ( ) INSULATION BAFFLE I I I I EA. SID 6t GIRDER I I I I I I I I F I I I RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ROOF SHEATHING W!"H"CLIPS �/ L THREAD NO AVE AN �t 2" MIN.CLEARANCE I I I I ('n'PICA�)I I I I I I I I I I � I ON TOI I I TYP.ALL THREAD GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. / Z INSULATION AS REQUIRED RODS @ 48"O.C. GARAGES BENEATH HABITABLE ROOM S SHALL BE PRE-ENGINEERED ROOF TRUSSES 1 (EA. ROD 40001bs MIN) SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY @ 24"O.0 PER TRUSS MFG - - COPYRIGHT NOTICE / - - CEILING BOARD NOT LESS THAN TYPE"X"GYPSUM BOARD OR METAL DRIP EDGE EQUNALENT. DOUBLE 2x TOP PLATE HE USE OF THESE DRAWINGS AND WOOD SUB-FASCIA W/UPLIFT STRAP TYP. DBL TOP PLATE SPECIFICATIONS SHALL BE RESTRICTED SEE ELEVATION PER FRAMING LAYOUT 0 THE ORIGINAL SITE FOR WHICH FOR STYLE DRYWALL ASSEMBLY DETAILS THEY WERE PREPARED AND PUBLI- VENTED SOFFIT �:3 2x STUDS @ 16'O.C. CATION THEREOF IS EXPRESSLY BATT INSUL.AS REQUIRED LIMITED TO SUCH USE. REUSE, EXT. FINISH MATERIAL SHEATTIINGTYPE&FASTENING: REPRODUCTION. OR PUBLICATION SEE EXT. ELEV. (2)202 HEADER 15/32"C-D PLYWOOD OR 7/16"O.S.B.W/8d RING SHANK NAILS @ 4"O.C.ON BY ANY METHOD,IN WHOLE OR PART TYP.WALL STUDS @ 15'O.C. EDGES AND in.4'OF ROOF. SHEATHING FROM ALL EDGES AND 6'0.C.@ IS PROHIBITED. TITLE TO THE ROD EA.SIDE SHEATHING INTERIOR. DRAWINGS AND SPECIFICATIONS OF OPENINGS REMFELT PAPER TYPE&FASTENING: PREJUDICE.NN IN THE DESIGNER WITHOUT O OTHER AND AT ALL DICE. VISUAL CONTACT WITH 15 LB.FELT(SINGLE LAYER ASTM D 4869 TYPE 1)OVER SHEATHING W/7/8" HOSE DRAWINGS AND SPECIFICATIONS SEE FLOOR PLAN INSTALL WINDOW PER CONNECTORS WALL ENDS CAPPED ROOFING NAILS @ 12-O.C. SHALL CONSTITUTE PRIMA FACE FOR WINDOW SIZE WINDOW MFR.SPECS &LOCAL WIND CODE NECESSARY EVIDENCE VID SHINGLE TYPE&FASTENING: ENOF THE OF S. COMPOSITION SHINGLES(COMPLYING W/ASTM D 3462)W/(6)1-1/4- WINDOW SILL ELECTRO GALV.ROOFING NAILS @ Ea SHINGLE W/FULL SHEATHING PENETRATION CONFORMING W/ASTM D 3161). VENT TYPE&FASTENING: r , BATT INSUL AS REQ. 1/2"X 12'EXPANSION 4'-0"X 2'-0"GALV.OFF-RIDGE VENTS W/1-1/4"ELECTRO GALV.ROOFING v 2x STUDS @ 15'O.C. BOLT W/6"EMBEDMENT NAILS 4"O.C. Z M DRYWALL 1/2"X 12" EXPANSION (TYPICAL) ` EXT,.GRADE SHEATHING �� M � PER SPECS. is FLASHING TYPE&FASTENING: CNI BOLI W!6"EMBEDMENT EXT. FINISH MATERIAL kl (TYPICAL) 26 GAUGE GALV.ALUMN.FLASHING W/1-1/4" ELECTRO GALV.ROOFING •� (y � PT BOTTOM PLATE NAILS @ 4-O.C. n (� SEE EXT. ELEV. PERMANENT TRUSS BRACING DETAIL: J CD • °, a °.. •: • ' a .• •' (1)2 X 4"X"BRACE FOR EVERY(10)SETS OF TRUSSES,OR FRACTION V" }}7 e• • . •. ° °. . •. :•. • : '° ' ':•. _ THE AND(1)2 X 4"RAT RUNNER"FOR EVERY 16'OF SPAN,ROUNDED O Gi • .• -s a r�.e C .4 o t•-. `'c t3 •.0 • —�• – e°' .�v. , o ` •e • ° IDOWN• V tL3 2x BOTTOM PLATE Q. . •. T. ° ' ' -� :• ' ° n .. CHICKENED REINFORCED SLAB sy SP1 EA.STUD + ° e' •' °' �! i •.° GA ALE/SHEARWALL SHEATHING: m ` ° °• USING 8d COMMON OR HOT DIP GALV.,NAIL,4"O.C.SHORT SIDE,6"O.C. r LONG SIDE,AND 12"O.C.FIELD. ( U co TOP OF SLAB TYPICAL WALL SECTION USING ALL THREAD ROD SYSTEM WOOD HEADERS: CINO a -0"FIN FLOOR ALL TO BE(2j 2X 12 MATERIAL W/I/2"FILLER HEADER 7n BE 8"LONGER FINISH GRADE - (ALSO SHOWN I S TYP GIRDER TO FRAME I N STA LAT I 0 N) THAN OPENING. S1MPSON MTS 12 USED Fa END FOR CONNECTION. z ' �- -= ••a. • . —1=1 1=L_ I 4" REINFORCED CONC.SLAB I�iI I=1! I—I i=1 W/VAPOR BARRIER W U _LI II I—i —I SOLID BEARING ;o•. O• I it I CLEAN COMPACTED ~ r TERMITE TREATED FILL Q r V J •k r SEE FOUNDATION DETAILS � W M V DBL 2x4 TOP PLATE N D1 BOARD LING SP2 STUD PLATE z W <tc) 0) z 1u J EXT. FINISH ROOF MATERIAL SEE < Q. V SEE EXT.ELEV. ELEV. 1/7' DRYWALL ce) 15#FELT PAPER OVER EXT.GRADE 2X4 WOOD STUDS INTERMEDIATE d' ROOF SHEATHING W!"H"CLIPS � INSULATION BAFFLE 2X4 BLOCKING J � 2"MIN. CLEARANCE 15' .C,(TYP) CEILING INSULATION PRE-ENGINEERED ROOF TRUSSES j INSULATION AS REQUIRED @ 24"O.0 PER TRUSS MFG /` - - - /' - CEILING BOARD CEILING BOARD METAL DRIP EDGE - DBL 2x4 TOP PLATE 2x4 TOP PLATE • -��DOUBLE 2x TOP PLATE 1/2"CEILING DBL2x12 W/� FILLER BOARD SP2 STUD PLATE (2)CS16 EA.POST WOOD SUB-FASCIA SP1 STUD PLATE CUSTOMER �"� W!UPLIFT STRAP SEE ELEVATION PER FRAMING LAYOUT OR STYLE 2x4 PT BOTTOM 1/2" EXPANSION BOLTS � VENTED SOFFIT DRYWALL 2xaa1s,•oc • I / � 2X STUDS @ 15'O.O. PLATE tI2"WALL BOARD 0 21"O.C. - EXT. FINISH MATERIAL BATT INSUL.AS REQUIRED L I N KS I D E .•:': _ —� I SEE EXT.ELEV. Ez_1j (2)2x12 HEADER DECORATIVE EXTERIOR �:'::�.':..�":• ��' '' — — — i• 1/2"DRYWALL - I I- 3x3x 1/4"STEEL"L"HEADER I INTERMEDIATE 2X4 WOOD STUDS 2X4 BLOCKING 4x4 PT POST -I I . •.,....•;.; 11- SEE FLOOR PLAN INSTALL WINDOW PER 0 16"O.C.(NSEE FOUNDATION PLANP) EXISTING 1955 FOR WINDOW SIZE WINDOW MFR.SPECS D6 STEP DOWN TODDA ONAL 2266 &LOCAL WIND CODE ABU44POSTRASE BEARING WALL PT.BOTTOM PLATE TOP OF SLAB BATT INSULAS REQ. WINDOWSILL 2x STUDS @ 15'O.C. SP1 STUD PLATE "witA— GRADES EXT,.GRADE SHEATH114G �_ vvooDeasE _ I- PER SPECS. 2x4 PT BOTTOM 1/2"EXPANSION BOLTS —I I EXT. FINISH MATERIAL -�DRYWALL PLATE (c�21"O.C. D4 , I a_::' �:• I=1 , SEE EXT. ELEV. E] TYP. INTERIOR WALL PLAN -� �% SEE FOUNDATION 112312005 FASTEN VINEER WITH 3/16"TIES © o o THICKEND SLAB DS POST CONNECTION AT NO LESS THAN ONE PER EVERY 4-1/2' OF WALL AREA. � i D3 INTERIOR LOAD ALTERNATE COURSES SHALL GIRDER TRUSS DESIGN METHOD NOT EXCEED 24"AND HORIZONTAL Q 2x BOTTOM PLATE BEARING WALL DISTANCE SHALL BE NO MORE � 0P1 EA.STUD WIND VELOCITY(MPH) 120 i THAN 36". (TYPICAL) IMPORTANCE FACTOR 1., EXPOSURE CATEGORY WEEP HOLES 24"O.C. TOP OF SLAB INTERNAL PRESSURE NC _�L4_3 COEFFICIENT .18 0'•0"FIN FLOOR HGT2 CONNECTOR MEAN ROOF HGT. 14' FINISH GRADE ! _ Z III- •)�I 1111 4'REINFORCED CONC.SLAB DBL TOP PLATE BUILDING WIDTH 46'-4" G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 10'-4" COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH I I THEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY - - - - - - I I LIMITED TO SUCH USE. REUSE, R PUBLICATION I I OBY ANY METHOD, IN WHOLE OR PART I r I I I IS PROHIBITED. TITLE TO THE REMAIN NSTHE DESIGNERATIONS WITHOUT I I I I PREJUDICE. VISUAL CONTACT WITH THOSE DRAWINGS AND SPECIFICATIONS I I i i SHALL CONSTITUTE PRIMA FACE r L.%C I S T I I\IG EVIDENCE OF THE ACCEPTANCE OF I I I I I EXISTING THESE RESTRICTIONS. I I I it co co (o ` II 04 d' M d' II � 0 Oip L�L �EXISTING O 11 ° = t Uo m a) 11 U ~ co - _ cy z LLLo Lo ui CF) 0 SWM " EXISTING m � � MANUFACTURED wQC) TRUSSES V J J = = z LuW Q [L M U J � SEE TYP.VALLEY J SECTION CUSTOMER • 15'GLUE LAM ABOVE CEILING r L I N KS I D E SEE SECTION - - - - - I EXISTING 1955 ADDTIONAL 311 I I TOTAL 2266 10 I I I MANUFACTURED ~ I L - - - - - -- I - - - - - TRUSSES L - - — — — — — — — — — — — — — — — — - 1 ;a 41- 1123/2005 16" GLUE LAM DESIGN METHOD ABOVE THE CEILING WIND VELOCITY(MPH) 120 IMPORTANCE FACTOR 1N EXPOSURE CATEGORY 0 SEE TYP INTERNAL PRESSURE It VALLEY DETAIL COEFFICIENT 18 MEAN ROOF HGT. 14' 12 GALV. FLASHING 46'-4" , MANUFACTURED BUILDING WIDTH TIN G ROOF TRUSSES 6� MANUFACTURED I S BUILDING LENGTH ROOF SLOP6112 6 - 1" \/ E n ENCLOSED STRUCTURE TRUSSES r; H10 EA.TRUSS k� R-30 INSULATION !�CANTILEVER MST12 EA.TRUSS MST12 1. I DE.,E ML I 2.GE lERAL CONTR ON. WEL KTMY W MIFN{IOIe a C M 011 BWIIED BEFORE STARTNO ANY YPOICL 2 OTI'STA COhTRACTT]R AND COYIILY NTN ALL{ULDFOCCOEe BOTH BTATE AYD LOCAL.A)O OOIilY YIfTN ALL WG1L AUIHpYTIE{ I u TO N MN0UENCE BIBLRB THE EMFETY TIE US HANGER 1 ERECTION PNO=LftD B6 B{AID'4AWCO1POh WFARTSDL"40KCTTW Brow k TYPICAL BRACMGUYS ORT1ED0WU3Y NTWYBENECE{BMAY.BLCIIMMTERUL BUT 4 NOT LUTED TO TIE ADOMON OF WMTEVMTFL,PORARY $K-1L BE IIENWED AIO BNMII IEYMN TI!PRO/YUl1Y p M CONTRARDII I 0 M��FFD ANDLEVAAl OONS&4 V ro N I E VRU CTnPALL O~NMMWA AMR=ft ETM OF PRD.E CANTILEVER EXISTING SEAL 1 SLIDING WALL TYP EXTERIOR WALL GLASS EXISTR G THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION R301 2.1.1 OF THE r FLORIDA RESICENTIAL BUILDING CODE TO I WITHSTAND 120MPI%WWDFORCE. iL L J'X G'ANCHOR BOLT Q 21"O.C. Al : I r n 3 SEE FOUNDATION z o '' STANLEY P.HOELLE ARCHITECT.#9033 3350 RODEO ACRES DR. LEFT SECTION ORMOND BCH.,FL 32174 Lu SCALE:AS NOTED A-4 � t G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 F3 J"X 6"ANCHOR BOLTS D2 PLACED @ 21"O.C. 1-41"FROM EDGE(TYP) COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLI- CATION0 THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION. OR PUBLICATION BY ANY METHOD,IN WHOLE OR PART I I IS PROHIBITED. TITLE TO THE i t I I I I I DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNEWITHOUT PREJUDICE. VISUAL ONTACT WITH I I I I SLAB HG r TO TCH HOSE DRAWINGS AND SPECIFICATIONS I I I I i i7 E ISTING SHALL CONSTITUTE PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF HESE RESTRICTIONS, II CE j � I I i II I II ( I I }"EXPANSION JO ANT - - - I I / , - -MPIC�L) v IL - - - - - - - - - - -J II M F3 II — N (o D2 -I- - - - - ^ N II I ob LL cy) END OF EXISTING \ SLAB V o III m L---- -- U M CDq Lo - i � 0 - - ID W ul a� F3 � Q � U "X 6"ANCHOR BOLTS ` PLACED @ 21"O.C. D2 . �. t1 V 1-t"FROM EDGE(TYP) uj co 6'-117' 1'-5'09 .11 co n n w < O SEE SHEET D-2 FOR CONCRETE & MASONRY V J J DETAILS _ = Z UJ w Q M U J J Q - CUSTOMER END OF EXISTING SLAB L I N KS I D E - - - - - - - - - - - - - - - - - - - I I - - - - - - f3- - - - - - - - II EXISTING 1955 II II ADDTIONAL 311 II I I II TOTAL 2266 I I I F3 I - - J II II L�---------- ---:. 2j "X 5'ANCHOR BOLTS PLACED @ 21"O.C. 1-r FROM EDGE(TYP) 1123/2005 DESIGN METHOD WIND VELOCITY(MPH) 120 IMPORTANCE FACTOR 1 y EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT .18 MEAN ROOF HGT. 14' BUILDING WIDTH 46'-4" BUILDING LENGTH 69'-11" ROOF SLOPE 6112 ENCLOSED STRUCTURE GENERAL NDTER 1.GENERAL CONTRACtORYNLLYT/tiY ALL OINENSR7A 8!101411 OR MPUED BEFORE STARTING ANYriORIt. L OENERAICCNTRACTOR'MLLCI%LPLYRTfHAlIbIRDE.0ca0ES BOTH STATE AND LOCH..AND COWLY OATH ALL LOCM.AUTgRTTR7 IIAVIN0AMMICTION. L R 16 THE CONTRACTORS SOLE RE>!•OHSEERT'TOOETFIAM! L1J ERECTION PROCEDURE AND SEQUENCE TID MAR THE SMETY OF M BUILDING AN)COLPONENf PARTS DURING ENECTIOH IMS SlOIl�ES OUT a NOT LILETED TOM ADDIM CP WFNTFV01 TEMPOIUJD' SMCStl.OUTR REMOVED TiN DWALL rrfArMM N T E OPERT RY.SUCH W TRACT l♦\�'^/) TEMAL AiMLL BE CCWUAND SNMCT. THE PROPERTI'pMC7NTRACTOR AFTER ALL DWMONS A OF PRQ[CT. l M.L L BE VE M AND SHALI CO •RM T THE CHnURALTURA DRW I 30 SHALL BE VEiFR0 AND 8NML CONFORM TO TIE ARL11f7ECILRAL DRAWNGS. SEAL ZTHIS STRUCTURE HAS BEEN DESIGNED IN O ACCORDANCE WITH SECTION R301.2.1.1 OF THE FLORIDA RESIDENTIAL BUILDING CODE TO 0 WITHSTAND 120MPH WIND FORCE �d Z STANLEY P.HOELLE O - ARCHITECT.#9033 n 3350 RODEO ACRES DR. ORMOND BCH.,FL 32174 SCALE:AS NOTED A-3 G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 COPYRIGHT NOTICE HE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED O THE ORIGINAL SITE FOR WHICH MATCH THE EXISTING THEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE. REPRODUCTION,OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART EXISTING FIBERGLASS SHINGLES ISPROHIBITED. TITLETOTHE DRAWINGS AND SPECIFICATIONS _ REMAIN IN THE DESIGNER WITHOUT PREJUDICE. VISUAL CONTACT WITH HOSE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF HESE RESTRICTIONS. U — co RAISED BAND ,� N EXISTING STUCCO i �" J 00 CLOSE IN THE EXISTING I V- O OVER FRAMELi L=__11 PORCH , O . O . % STUCCO OVER LATH I V O o m U-) BACK ELEVATION w 5 * r C� < � w co — mY � Wao CD J J MATCH THE EXISTING Z Lu 12 FIBERGLASS SHINGLES CL W 61 _ v- MATCH EXISTING EXISTING LAP SIDING J LAP SIDING MATCHING THE -- --- ---- I< EXISTING FIBERGLASS SHINGLES CUSTOMER 3'-6' le CANTILEVER RAISED BAND L I N KS I D E RAISED BAND SLIDING GLASSLJ EXI ING STU CO IRAISED BAND . FRAME MATCH EXISTING EXISTING STUCCO OVER LATH MATCH EXISTING EXISTING 1955 311 STUCCO OVER LATH STUCCO OVER LATH ADDTIONAL 311 MATCH THE EXISTING TOTAL 2266 STUCCO OVER LATH LEFT ELEVATION RIGHT ELEVATION 1/23/2005 DESIGN METHOD WIND VELOCITY(MPH) 120 IMPORTANCE FACTOR 1 u EXPOSURE CATEGORY G INTERNAL PRESSURE COEFFICIENT .18 MEAN ROOF HGT. 14' MATCH EXISTING46-4" FIBERGLASS SHINGLES BUILDING WIDTH BUILDING LENGTH 69'-11" ROOF SLOPE 6112 ENCLOSED STRUCTURE MATCH EXISTING EXISTING FIBERGLASS SHINGLES LAP SIDING 1.OSVERK OOMTRACTOR Y/LLMR7FY/LLL pI1ENSS7M SHOMM OR 12 1.IMFLtD SEi01R STAw ANr MIORI( SOTH STATE MA t.00AI.AND CdfLY N1TH A11 IOCAI AUTglSTIOI VAI All DNTR g1l 1 RgTME COOCEM ORS SOLEliffMANIM TO MW M Of R M[ ENECTNO FROCEDURS AND S90UENCEro pSIUR[THE 8�sE71'OF TME SUItDiNDANOCO 1ENT="MRM VMCTIOM TNSN AM SVT x NOT ULETED ro RE ADDITION OF VIVTOAPORANY SRACSA.OVI'RORTEDOMMSTHATMAYSENECES&W.S"VATML SMALL SE RENAMED AND MALL IEIMIN TE►ROrERTY OF TME oy""VCIOR AFTER COMP ErM CF PRaJM. L ALL DRAENSOn MID EIEYATIOW 00M1 ON TIA SIROCTURAL MILM INOS SMALL BEW.RF D AND SHALL CONFORM TO TIE NKWECMVLOft'li t. SEAL HCCORDA CE WITH SECTION R301 DESIGNED I AOF THE RAISED BAND RAISED BAND FE11 ::::jFLORIDA RESIDENTIAL BUILDING CODE TO WITHSTAND 120MPH\MNDFORCE. Ir ?J E 0 z XIST -i I G ST CCO Q MATCH EXISTING psi/ STUCCO OVER LATH MATCH EXISTING STUCCO OVER LATH STANLEY P.HOELLE ARCHITECT.#9033 O 3350 RODEO ACRES DR. � ORMONDBCH.,FL32174 FRONT ELEVATION SCALE;AS NOTED w A-2 G.M. REYNOLDS 69'-11• 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 8-4. EXISTING PORCH COPYRIGHT NOTICE PARTITION IN EXISTING PORCH EXISITNG EXISITNG EGRESS EGRESS THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED 0 THE ORIGINAL SITE FOR WHICH O O THEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, I I F5' REPRODUCTION.OR PUBLICATION I - - - - - 1 I I 10 X BY ANY METHOD.IN WHOLE OR PART ILi IS PROHIBITED. TITLE TO THE to N I I I 1 1 1 DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT g I I MEDIA I 1 m l l PREJUDICE. VISUAL CONTACT WITH ROOM I I v I I o HOSE DRAWINGS AND SPECIFICATIONS z I I I I o m REPLACE EXISTING SHALL CONSTITUTE PRIMA FACE o I O SLIDING GASS DOORS I I I 1 0 1 1 N WITH INTERIOR POCKET THESE RESTRICTIONS.CEPTANCE OF 1 I TRAY CEILING I I z l l J I Co 5 MASTER - - - ' wil SUITE TWO CAR Z U rT[L,, [Ell L - - - - - - - - - - - w II + GARAGE z M CC) II I N /j CLOSE IN EXIST. 1 I M EXPAND / EXTERIOR DOOR O O D LLL a) MORNING I REMOVE EXISTING :ju 0 ROOM EXTERIOR U� � . o I *G , KITCHEN �MANUFACTURE Z LL L0 3044SHFIREPLACE O - - W �FILL IN EXISTIEXTERIOR WINDO ❑ BDRM##2 0LuN EXISITNG A EGRESS 6'-10 1'-6' W Jq 7r ?rQ O U0 � - _ ZW --I GREAT EAT �C CL IM, ,�� - - i � / j/ z ROOM ,J L zo FOYER d 4' [MRM#31 j/ EXISITNG ` SEE PLAN 1' EGRESS CUSTOMER EXISTING 2668BF TYP DBL STEP CEILING �° LINKSIDE iN INSTALL GLUE LAM ABOVE CEILING SHELF W/RO REMOVE EXISTING EXTERIOR WALL ENTRY I EXISTING-- - - - - - - - - - - - - - � EXISTING 1955 1 "EXPAND" I z FILL IN EXISTING ADDTITOTAL NAL 311 T EXTERIOR WINDOW TOTAL 2266 C L GREAT_ ROOM_ .7 L - - - - TRAYCEILINO - _ - - - - - -j .7 io � / \ (2)3044SH 8'-1" 1/23/2005 1 - - — 16-2" - r- - - - - � �-I �-_ - QJ I I I I 11 DESIGN METHOD I I I I it IWND VELOCITY PH) 11PROPOSE1 i FEB 2006 MIPO ANCE FACTOR 120 ' O I II II I I EXPOSURE CATEGORY C I w i INTERNAL PRESSURE L - - - - � ii PY: COEFFICIENT .18 MEAN ROOF HGT. -- - - - -----_ BUILDING WIDTH 46'4 BUILDING LENGTH 1^ ROOF SLOPE 6112 ENCLOSED STRUCTURE V 1.oEt4V LCoWr ACM ANYNRIrY ✓ 1.OEr111AL COMIRACTORWILLMR/YAtLOt/ENtI01E ENDWII OR I \ ` L OENERK CONiMCiOR MALLOD►RYMnALLMRDAOCCDn WN STATE AND LOCH.AND COMPLY WM ALLLOCAL AVIIgRf o D[nsuo! Q / COMPONENTS AND CLADDING WIND LOAD SCHEDULE a rtisYNecartnAcnfteWNEaAaNSIOnmtOEREC90Nvr+v�uraw+DamuEraetonsi.iansaArtnertHE ILIIANJCOMOIIEM pAATa Dl.PNO F1ECT70N.Ta!MACUA)ED tur a NDT LWU TD TIE ADD1"Of Y M EWI TEMPORARY eRACM4 DV'/S.O11 Tl[DDYM!TNAWrEC NE.Y.SSEO SUCH0KtRW' eHAuee�wvEDANDeHAuaEVAnTHEraaoENrraYHEcoNrNAcrnn DESIGN WIND LOAD COMPONENT DESIGN PRESSURES ELEVATION I ArrERCOMPLETION D►PROJECT. / WALIZONE NOTE. 4AUDHD190NaAMD6EVAlKNO LCONFO01�IONMEMHUCTUf ft AW* ,q/ tHALL ae vEtFIED AND S11V1 CONFORM TO 111E MorreCTutu DFNMAI0/. / 1.ALL DRAWINGS ARE SYMBOLIC.SEE / MPH EXPOSURE 4 5 MANUFACTURES ILLUSTRATIONS. NOTE: - 2. ALL WINDOW AND DOOR SIZES ARE ALL GLASS WITHIN 18"OF SEAL (� / 120 a WINDOWS s DOORS 21.60 -26.71 DESIGNATED IN STANDARD SIZES FOR THE FLOOR OR 24"OR LESS _ - / PSF PSF it EASE OF RECOGNITION. ACTUAL SIZES MAY BE FROM A DOOR WAY TO BE THIS STRUCTURE AC''.ORDANCE WITH H S BEEN DESIGNED IN . SECTION R301.2.1.1 OF THE -26.71 -34.91 IN COMODITY SIZES. TEMP. GLASS. ALL GLASS FLORIDA RESIDENTIAL IND OING RCCODE TO L � AROUND TUBS OR SHOWERS WITHSTA�JD 120MPHWINDEORCE / - - - - _ - - - PSP PSF 5 4 5 3. OWNER/BUILDER IS TO SUPPLY I- — — -� GARAGE DOOR 25.59,-27.85 SUB-CONTRACTORS AND INSTALLERS WITH Of TO BE TEMP GLASS. /� -PRO-POSED ` PSF 4� 4� ACTUAL WINDOW AND OPENING SIZES. 1 - - - - - - - J I 120 C ROOF 15.72;23.97 1 L - - - - - - - - J PSF NOTE: LOADINGS PER ASCE 7-88 _jS ANLEY P.HOELLE \ / ARCHITECT.#9033 dl 3350( W ORMOND BOCH., FL 32174 CITY OF LA ACRES DR. APPROVED 0 A IYTIC BEACH BUII DING OFFICE O < SCALE:AS NOTED FEB 14 2006 LOCATION MAP U- A- 1 By; �. G.M. REYNOLDS 40 s9'-11" 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 10'-4" 8'_4- FAX (386)677-4050 EXISTING PORCH 40 PARTITION IN EXISTING PORCH EXISITNG EXISITNG COPYRIGHT NOTICE EGRESS EGRESS HE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED O THE ORIGINAL SITE FOR WHICH PREPARED O • ATION THEREOFIS EX ESSY LI - I _ _ _ _ _ - _ I I 1 1 5' \, / LIMITED TO SUCH USE. REUSE, I i I 1 1 REPRODUCTION, OR PUBLICATION BY APRNOH BIITED.DTITLE TO THE U) OLE R PART g I MEDIA I I m I I DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT = LL U PREJUDICE. VISUAL CONTACT WITH o I I I I I o m REPLACE EXISTING / HOSE DRAWINGS AND SPECIFICATIONS 1 ROOM I 1 a I I SLIDING GASS DOORS SHALL CONSTITUTE PRIMA FACE 1 1 N WITH INTERIOR POCKETHESE RESTRICTIONS. co 1 TRAY CEILING I I z I I LL EVIDENCE OF THE ACCEPTANCE OF o I I I I II = L) MA Co ER I L - - - - - - - J O i SUITE TWO CAR 'l C ,• V EEI Z V rev:2-2306 L - - - - - - - - - J w GARAGE Z co Ie M CLOSE IN EXIST. M..I Q� � / EXTERIOR DOOR �I O O �" _ N, O o � LL co EXPAND I EXTERIOR PARTITION O = MORNING, I� CD C� m � ROOM ;� KITCHEN �- co O U) z � ih . I _ _ O u') FILL IN EXISTING 'L� O EXTE IOR WINDOW W. �+ r BDRM#2 Q J 3044SH �. U O MANUFACTUREDFDLu co 00 FIREPLACE EXISITNG Y N in EGRESS r� U-10110 '-1 a' 3'-5' WQ � U � � GREAT = = Z Lu J j 0- w ROOM Q co Z �. w JLo FOYER Q 4' BDRM#31 EXISITNG SEE PLAN 1' EGRESS EXISTING CUSTOMER 2668BF TYP DBL STEP CEILING N LI NKSI DE INSTALL GLUE LAM ABOVE CEILING SHELF W/ROC > REMOVE EXISTING EXTERIOR WALL JENTRY 1 EXISTING r- - - - - - - - - -- - - - - - - - - , I _ _ _ _ _ _ _ _ _ _ _ _ I EXISTING 1955 "EXPAND" FILL IN EXISTING ADDTIONAL 311 i I o EXTERIOR WINDOW N ; L GREAT_ _ _ _ _ ROOM_ _ _ _ _ J ; N TOTAL 2266 TRAY CEILING I L- - - - - - - - - - - - - - - - - - - -1 7 / \ (2)3044SH .00 / r- - - - - -1 II 167 I I I I II tDESIGN METHOD 1 WIND VELOCITY(MPH) 120 PROPO'�E / I I IMPORTANCE FACTOR 1 L - - - J 1 it EXPOSURE CATEGORY �— — — — — -� 11 INTERNAL PRESSURE _ = I I COEFFICIENT .18 N ROOF HGT. 14' BUILDING WIDTH HLENGTH 464'\ � \ / ENCLOSED STRUCTURE 6/12 1 GENERALNOTE& I.GENERAL CONTRACTOR YALL VERIFY ALL DIMENSIONS SHOWN OR 2IED BEFORE STARTING ANYINOWL CEENERAL CONTRACTORYALL COMPLY NTTN ALL BUILDING CODES BOTH STATE AND LOCAL.,AND COMPLY WITH ILLL LOCAL AURE7RITIES COMPONENTS AND CLADDING WIND LOAD SCHEDULE HAVIN3AMSDIC1ON. 1 RIS THECOlTRACTORS 801.E DETERMSE ERECTION PROCEDURE AND SEQUENCE TOINSURE THE SAFETY OF TH8 OURD;NOANDCOMPONENP PARTS DURING ERECTION.1HI314101 EO OUT IS MDT LIMITED TED TO THE ADDITION OF NNATETEMPORARY DESIGN WIND LOAD COMPONENT DESIGN PRESSURES ELEVATION BRAC',NG.GUYS,ORTVDOWNS TINTMAY BENECESSARY.SUCH MATERIAL c J^ SHALL BE REMOVED AND SHALL ROI+AIN TFE PROPERTY OF TIE COMMf-'TTJR AFTER CCI PLEIUN OF PROJECT. NOTE: ♦ALL DI ENSIONSAND E"ATIONSSHOWMON THE STRUCTURAL DRAWINGS WALL ZON E SHALLOE VERFRO AND SHALL CONFORM TO THE MW TECTUtAL DRUVINGS 1. ALL DRAWINGS ARE SYMBOLIC. SEE MPH EXPOSURE 4 5 NOTE: MANUFACTURES ILLUSTRATIONS. 2. ALL WINDOW AND DOOR SIZES ARE ALL GLASS WITHIN 18"OF R O V E D SEAL 120 c WINCDWS&DOORS 21.80 -26.71 THE FLOOR OR 24" LAivTiC BEACH = PSF PSF DESIGNATED IN STANDARD SIZES FOR -Mp D A► FROM A DOOR WAY TO OFFICE THIS STRUCTURE'j�!,S GS1GAiEDJN• EASE OF RECOGNITION. ACTUAL SIZES MAYBE ACCORDANCE.wUrISE _ -26.71 -34.91 IN COMODITY SIZES. TEMP. GLASS. ALL GLASS FLORJDARESIDENI�A tUILouw- To' ., PSF PSF WITHSTAND 120MF14 DFORCE.- ro — — — — — — — — —1 25.59,-27,85 3. OWNER! BUILDER IS TO SUPPLY TO BE TEMP GLASS. r — 5 a 5 SUB-CONTRACTORS AND INSTALLERS WITH AROUND TUBS OR SHOS`�.7 IU , 14- SUB-CONTRACTORS . GARAGE DOOR 0 : Q RR�PRD ByA �i 1 I PSF ACTUAL WINDOW AND OPENING SIZES. V > 4.6a 4.64' 1 L LL 120 �ti ROOF 15.72,-23.97 - / PSF NOTE: LOADINGS PER ASC---7-98 r '^J STANLEY P.NQ.t:��E t.1. ARCHITECT.#9033 -E-� 20Q�- � 3350 RODEO ACRES DR. E-1 1• ORMOND BCH., FL 32174 O II LQ/ O SCALE:AS NOTED LU LOCATION MAP A- 1 G.M. REYNOLDS 40 s9'-11" 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 10'-4" 8'_4- FAX (386)677-4050 EXISTING PORCH 40 PARTITION IN EXISTING PORCH EXISITNG EXISITNG COPYRIGHT NOTICE EGRESS EGRESS HE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED O THE ORIGINAL SITE FOR WHICH PREPARED O • ATION THEREOFIS EX ESSY LI - I _ _ _ _ _ - _ I I 1 1 5' \, / LIMITED TO SUCH USE. REUSE, I i I 1 1 REPRODUCTION, OR PUBLICATION BY APRNOH BIITED.DTITLE TO THE U) OLE R PART g I MEDIA I I m I I DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT = LL U PREJUDICE. VISUAL CONTACT WITH o I I I I I o m REPLACE EXISTING / HOSE DRAWINGS AND SPECIFICATIONS 1 ROOM I 1 a I I SLIDING GASS DOORS SHALL CONSTITUTE PRIMA FACE 1 1 N WITH INTERIOR POCKETHESE RESTRICTIONS. co 1 TRAY CEILING I I z I I LL EVIDENCE OF THE ACCEPTANCE OF o I I I I II = L) MA Co ER I L - - - - - - - J O i SUITE TWO CAR 'l C ,• V EEI Z V rev:2-2306 L - - - - - - - - - J w GARAGE Z co Ie M CLOSE IN EXIST. M..I Q� � / EXTERIOR DOOR �I O O �" _ N, O o � LL co EXPAND I EXTERIOR PARTITION O = MORNING, I� CD C� m � ROOM ;� KITCHEN �- co O U) z � ih . I _ _ O u') FILL IN EXISTING 'L� O EXTE IOR WINDOW W. �+ r BDRM#2 Q J 3044SH �. U O MANUFACTUREDFDLu co 00 FIREPLACE EXISITNG Y N in EGRESS r� U-10110 '-1 a' 3'-5' WQ � U � � GREAT = = Z Lu J j 0- w ROOM Q co Z �. w JLo FOYER Q 4' BDRM#31 EXISITNG SEE PLAN 1' EGRESS EXISTING CUSTOMER 2668BF TYP DBL STEP CEILING N LI NKSI DE INSTALL GLUE LAM ABOVE CEILING SHELF W/ROC > REMOVE EXISTING EXTERIOR WALL JENTRY 1 EXISTING r- - - - - - - - - -- - - - - - - - - , I _ _ _ _ _ _ _ _ _ _ _ _ I EXISTING 1955 "EXPAND" FILL IN EXISTING ADDTIONAL 311 i I o EXTERIOR WINDOW N ; L GREAT_ _ _ _ _ ROOM_ _ _ _ _ J ; N TOTAL 2266 TRAY CEILING I L- - - - - - - - - - - - - - - - - - - -1 7 / \ (2)3044SH .00 / r- - - - - -1 II 167 I I I I II tDESIGN METHOD 1 WIND VELOCITY(MPH) 120 PROPO'�E / I I IMPORTANCE FACTOR 1 L - - - J 1 it EXPOSURE CATEGORY �— — — — — -� 11 INTERNAL PRESSURE _ = I I COEFFICIENT .18 N ROOF HGT. 14' BUILDING WIDTH HLENGTH 464'\ � \ / ENCLOSED STRUCTURE 6/12 1 GENERALNOTE& I.GENERAL CONTRACTOR YALL VERIFY ALL DIMENSIONS SHOWN OR 2IED BEFORE STARTING ANYINOWL CEENERAL CONTRACTORYALL COMPLY NTTN ALL BUILDING CODES BOTH STATE AND LOCAL.,AND COMPLY WITH ILLL LOCAL AURE7RITIES COMPONENTS AND CLADDING WIND LOAD SCHEDULE HAVIN3AMSDIC1ON. 1 RIS THECOlTRACTORS 801.E DETERMSE ERECTION PROCEDURE AND SEQUENCE TOINSURE THE SAFETY OF TH8 OURD;NOANDCOMPONENP PARTS DURING ERECTION.1HI314101 EO OUT IS MDT LIMITED TED TO THE ADDITION OF NNATETEMPORARY DESIGN WIND LOAD COMPONENT DESIGN PRESSURES ELEVATION BRAC',NG.GUYS,ORTVDOWNS TINTMAY BENECESSARY.SUCH MATERIAL c J^ SHALL BE REMOVED AND SHALL ROI+AIN TFE PROPERTY OF TIE COMMf-'TTJR AFTER CCI PLEIUN OF PROJECT. NOTE: ♦ALL DI ENSIONSAND E"ATIONSSHOWMON THE STRUCTURAL DRAWINGS WALL ZON E SHALLOE VERFRO AND SHALL CONFORM TO THE MW TECTUtAL DRUVINGS 1. ALL DRAWINGS ARE SYMBOLIC. SEE MPH EXPOSURE 4 5 NOTE: MANUFACTURES ILLUSTRATIONS. 2. ALL WINDOW AND DOOR SIZES ARE ALL GLASS WITHIN 18"OF R O V E D SEAL 120 c WINCDWS&DOORS 21.80 -26.71 THE FLOOR OR 24" LAivTiC BEACH = PSF PSF DESIGNATED IN STANDARD SIZES FOR -Mp D A► FROM A DOOR WAY TO OFFICE THIS STRUCTURE'j�!,S GS1GAiEDJN• EASE OF RECOGNITION. ACTUAL SIZES MAYBE ACCORDANCE.wUrISE _ -26.71 -34.91 IN COMODITY SIZES. TEMP. GLASS. ALL GLASS FLORJDARESIDENI�A tUILouw- To' ., PSF PSF WITHSTAND 120MF14 DFORCE.- ro — — — — — — — — —1 25.59,-27,85 3. OWNER! BUILDER IS TO SUPPLY TO BE TEMP GLASS. r — 5 a 5 SUB-CONTRACTORS AND INSTALLERS WITH AROUND TUBS OR SHOS`�.7 IU , 14- SUB-CONTRACTORS . GARAGE DOOR 0 : Q RR�PRD ByA �i 1 I PSF ACTUAL WINDOW AND OPENING SIZES. V > 4.6a 4.64' 1 L LL 120 �ti ROOF 15.72,-23.97 - / PSF NOTE: LOADINGS PER ASC---7-98 r '^J STANLEY P.NQ.t:��E t.1. ARCHITECT.#9033 -E-� 20Q�- � 3350 RODEO ACRES DR. E-1 1• ORMOND BCH., FL 32174 O II LQ/ O SCALE:AS NOTED LU LOCATION MAP A- 1 G.M. REYNOLDS 69'-11• 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 8-4. EXISTING PORCH COPYRIGHT NOTICE PARTITION IN EXISTING PORCH EXISITNG EXISITNG EGRESS EGRESS THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED 0 THE ORIGINAL SITE FOR WHICH O O THEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, I I F5' REPRODUCTION.OR PUBLICATION I - - - - - 1 I I 10 X BY ANY METHOD.IN WHOLE OR PART ILi IS PROHIBITED. TITLE TO THE to N I I I 1 1 1 DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT g I I MEDIA I 1 m l l PREJUDICE. VISUAL CONTACT WITH ROOM I I v I I o HOSE DRAWINGS AND SPECIFICATIONS z I I I I o m REPLACE EXISTING SHALL CONSTITUTE PRIMA FACE o I O SLIDING GASS DOORS I I I 1 0 1 1 N WITH INTERIOR POCKET THESE RESTRICTIONS.CEPTANCE OF 1 I TRAY CEILING I I z l l J I Co 5 MASTER - - - ' wil SUITE TWO CAR Z U rT[L,, [Ell L - - - - - - - - - - - w II + GARAGE z M CC) II I N /j CLOSE IN EXIST. 1 I M EXPAND / EXTERIOR DOOR O O D LLL a) MORNING I REMOVE EXISTING :ju 0 ROOM EXTERIOR U� � . o I *G , KITCHEN �MANUFACTURE Z LL L0 3044SHFIREPLACE O - - W �FILL IN EXISTIEXTERIOR WINDO ❑ BDRM##2 0LuN EXISITNG A EGRESS 6'-10 1'-6' W Jq 7r ?rQ O U0 � - _ ZW --I GREAT EAT �C CL IM, ,�� - - i � / j/ z ROOM ,J L zo FOYER d 4' [MRM#31 j/ EXISITNG ` SEE PLAN 1' EGRESS CUSTOMER EXISTING 2668BF TYP DBL STEP CEILING �° LINKSIDE iN INSTALL GLUE LAM ABOVE CEILING SHELF W/RO REMOVE EXISTING EXTERIOR WALL ENTRY I EXISTING-- - - - - - - - - - - - - - � EXISTING 1955 1 "EXPAND" I z FILL IN EXISTING ADDTITOTAL NAL 311 T EXTERIOR WINDOW TOTAL 2266 C L GREAT_ ROOM_ .7 L - - - - TRAYCEILINO - _ - - - - - -j .7 io � / \ (2)3044SH 8'-1" 1/23/2005 1 - - — 16-2" - r- - - - - � �-I �-_ - QJ I I I I 11 DESIGN METHOD I I I I it IWND VELOCITY PH) 11PROPOSE1 i FEB 2006 MIPO ANCE FACTOR 120 ' O I II II I I EXPOSURE CATEGORY C I w i INTERNAL PRESSURE L - - - - � ii PY: COEFFICIENT .18 MEAN ROOF HGT. -- - - - -----_ BUILDING WIDTH 46'4 BUILDING LENGTH 1^ ROOF SLOPE 6112 ENCLOSED STRUCTURE V 1.oEt4V LCoWr ACM ANYNRIrY ✓ 1.OEr111AL COMIRACTORWILLMR/YAtLOt/ENtI01E ENDWII OR I \ ` L OENERK CONiMCiOR MALLOD►RYMnALLMRDAOCCDn WN STATE AND LOCH.AND COMPLY WM ALLLOCAL AVIIgRf o D[nsuo! Q / COMPONENTS AND CLADDING WIND LOAD SCHEDULE a rtisYNecartnAcnfteWNEaAaNSIOnmtOEREC90Nvr+v�uraw+DamuEraetonsi.iansaArtnertHE ILIIANJCOMOIIEM pAATa Dl.PNO F1ECT70N.Ta!MACUA)ED tur a NDT LWU TD TIE ADD1"Of Y M EWI TEMPORARY eRACM4 DV'/S.O11 Tl[DDYM!TNAWrEC NE.Y.SSEO SUCH0KtRW' eHAuee�wvEDANDeHAuaEVAnTHEraaoENrraYHEcoNrNAcrnn DESIGN WIND LOAD COMPONENT DESIGN PRESSURES ELEVATION I ArrERCOMPLETION D►PROJECT. / WALIZONE NOTE. 4AUDHD190NaAMD6EVAlKNO LCONFO01�IONMEMHUCTUf ft AW* ,q/ tHALL ae vEtFIED AND S11V1 CONFORM TO 111E MorreCTutu DFNMAI0/. / 1.ALL DRAWINGS ARE SYMBOLIC.SEE / MPH EXPOSURE 4 5 MANUFACTURES ILLUSTRATIONS. NOTE: - 2. ALL WINDOW AND DOOR SIZES ARE ALL GLASS WITHIN 18"OF SEAL (� / 120 a WINDOWS s DOORS 21.60 -26.71 DESIGNATED IN STANDARD SIZES FOR THE FLOOR OR 24"OR LESS _ - / PSF PSF it EASE OF RECOGNITION. ACTUAL SIZES MAY BE FROM A DOOR WAY TO BE THIS STRUCTURE AC''.ORDANCE WITH H S BEEN DESIGNED IN . SECTION R301.2.1.1 OF THE -26.71 -34.91 IN COMODITY SIZES. TEMP. GLASS. ALL GLASS FLORIDA RESIDENTIAL IND OING RCCODE TO L � AROUND TUBS OR SHOWERS WITHSTA�JD 120MPHWINDEORCE / - - - - _ - - - PSP PSF 5 4 5 3. OWNER/BUILDER IS TO SUPPLY I- — — -� GARAGE DOOR 25.59,-27.85 SUB-CONTRACTORS AND INSTALLERS WITH Of TO BE TEMP GLASS. /� -PRO-POSED ` PSF 4� 4� ACTUAL WINDOW AND OPENING SIZES. 1 - - - - - - - J I 120 C ROOF 15.72;23.97 1 L - - - - - - - - J PSF NOTE: LOADINGS PER ASCE 7-88 _jS ANLEY P.HOELLE \ / ARCHITECT.#9033 dl 3350( W ORMOND BOCH., FL 32174 CITY OF LA ACRES DR. APPROVED 0 A IYTIC BEACH BUII DING OFFICE O < SCALE:AS NOTED FEB 14 2006 LOCATION MAP U- A- 1 By; �. G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 COPYRIGHT NOTICE HE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED O THE ORIGINAL SITE FOR WHICH MATCH THE EXISTING THEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE. REPRODUCTION,OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART EXISTING FIBERGLASS SHINGLES ISPROHIBITED. TITLETOTHE DRAWINGS AND SPECIFICATIONS _ REMAIN IN THE DESIGNER WITHOUT PREJUDICE. VISUAL CONTACT WITH HOSE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF HESE RESTRICTIONS. U — co RAISED BAND ,� N EXISTING STUCCO i �" J 00 CLOSE IN THE EXISTING I V- O OVER FRAMELi L=__11 PORCH , O . O . % STUCCO OVER LATH I V O o m U-) BACK ELEVATION w 5 * r C� < � w co — mY � Wao CD J J MATCH THE EXISTING Z Lu 12 FIBERGLASS SHINGLES CL W 61 _ v- MATCH EXISTING EXISTING LAP SIDING J LAP SIDING MATCHING THE -- --- ---- I< EXISTING FIBERGLASS SHINGLES CUSTOMER 3'-6' le CANTILEVER RAISED BAND L I N KS I D E RAISED BAND SLIDING GLASSLJ EXI ING STU CO IRAISED BAND . FRAME MATCH EXISTING EXISTING STUCCO OVER LATH MATCH EXISTING EXISTING 1955 311 STUCCO OVER LATH STUCCO OVER LATH ADDTIONAL 311 MATCH THE EXISTING TOTAL 2266 STUCCO OVER LATH LEFT ELEVATION RIGHT ELEVATION 1/23/2005 DESIGN METHOD WIND VELOCITY(MPH) 120 IMPORTANCE FACTOR 1 u EXPOSURE CATEGORY G INTERNAL PRESSURE COEFFICIENT .18 MEAN ROOF HGT. 14' MATCH EXISTING46-4" FIBERGLASS SHINGLES BUILDING WIDTH BUILDING LENGTH 69'-11" ROOF SLOPE 6112 ENCLOSED STRUCTURE MATCH EXISTING EXISTING FIBERGLASS SHINGLES LAP SIDING 1.OSVERK OOMTRACTOR Y/LLMR7FY/LLL pI1ENSS7M SHOMM OR 12 1.IMFLtD SEi01R STAw ANr MIORI( SOTH STATE MA t.00AI.AND CdfLY N1TH A11 IOCAI AUTglSTIOI VAI All DNTR g1l 1 RgTME COOCEM ORS SOLEliffMANIM TO MW M Of R M[ ENECTNO FROCEDURS AND S90UENCEro pSIUR[THE 8�sE71'OF TME SUItDiNDANOCO 1ENT="MRM VMCTIOM TNSN AM SVT x NOT ULETED ro RE ADDITION OF VIVTOAPORANY SRACSA.OVI'RORTEDOMMSTHATMAYSENECES&W.S"VATML SMALL SE RENAMED AND MALL IEIMIN TE►ROrERTY OF TME oy""VCIOR AFTER COMP ErM CF PRaJM. L ALL DRAENSOn MID EIEYATIOW 00M1 ON TIA SIROCTURAL MILM INOS SMALL BEW.RF D AND SHALL CONFORM TO TIE NKWECMVLOft'li t. SEAL HCCORDA CE WITH SECTION R301 DESIGNED I AOF THE RAISED BAND RAISED BAND FE11 ::::jFLORIDA RESIDENTIAL BUILDING CODE TO WITHSTAND 120MPH\MNDFORCE. Ir ?J E 0 z XIST -i I G ST CCO Q MATCH EXISTING psi/ STUCCO OVER LATH MATCH EXISTING STUCCO OVER LATH STANLEY P.HOELLE ARCHITECT.#9033 O 3350 RODEO ACRES DR. � ORMONDBCH.,FL32174 FRONT ELEVATION SCALE;AS NOTED w A-2 G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 F3 J"X 6"ANCHOR BOLTS D2 PLACED @ 21"O.C. 1-41"FROM EDGE(TYP) COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLI- CATION0 THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION. OR PUBLICATION BY ANY METHOD,IN WHOLE OR PART I I IS PROHIBITED. TITLE TO THE i t I I I I I DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNEWITHOUT PREJUDICE. VISUAL ONTACT WITH I I I I SLAB HG r TO TCH HOSE DRAWINGS AND SPECIFICATIONS I I I I i i7 E ISTING SHALL CONSTITUTE PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF HESE RESTRICTIONS, II CE j � I I i II I II ( I I }"EXPANSION JO ANT - - - I I / , - -MPIC�L) v IL - - - - - - - - - - -J II M F3 II — N (o D2 -I- - - - - ^ N II I ob LL cy) END OF EXISTING \ SLAB V o III m L---- -- U M CDq Lo - i � 0 - - ID W ul a� F3 � Q � U "X 6"ANCHOR BOLTS ` PLACED @ 21"O.C. D2 . �. t1 V 1-t"FROM EDGE(TYP) uj co 6'-117' 1'-5'09 .11 co n n w < O SEE SHEET D-2 FOR CONCRETE & MASONRY V J J DETAILS _ = Z UJ w Q M U J J Q - CUSTOMER END OF EXISTING SLAB L I N KS I D E - - - - - - - - - - - - - - - - - - - I I - - - - - - f3- - - - - - - - II EXISTING 1955 II II ADDTIONAL 311 II I I II TOTAL 2266 I I I F3 I - - J II II L�---------- ---:. 2j "X 5'ANCHOR BOLTS PLACED @ 21"O.C. 1-r FROM EDGE(TYP) 1123/2005 DESIGN METHOD WIND VELOCITY(MPH) 120 IMPORTANCE FACTOR 1 y EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT .18 MEAN ROOF HGT. 14' BUILDING WIDTH 46'-4" BUILDING LENGTH 69'-11" ROOF SLOPE 6112 ENCLOSED STRUCTURE GENERAL NDTER 1.GENERAL CONTRACtORYNLLYT/tiY ALL OINENSR7A 8!101411 OR MPUED BEFORE STARTING ANYriORIt. L OENERAICCNTRACTOR'MLLCI%LPLYRTfHAlIbIRDE.0ca0ES BOTH STATE AND LOCH..AND COWLY OATH ALL LOCM.AUTgRTTR7 IIAVIN0AMMICTION. L R 16 THE CONTRACTORS SOLE RE>!•OHSEERT'TOOETFIAM! L1J ERECTION PROCEDURE AND SEQUENCE TID MAR THE SMETY OF M BUILDING AN)COLPONENf PARTS DURING ENECTIOH IMS SlOIl�ES OUT a NOT LILETED TOM ADDIM CP WFNTFV01 TEMPOIUJD' SMCStl.OUTR REMOVED TiN DWALL rrfArMM N T E OPERT RY.SUCH W TRACT l♦\�'^/) TEMAL AiMLL BE CCWUAND SNMCT. THE PROPERTI'pMC7NTRACTOR AFTER ALL DWMONS A OF PRQ[CT. l M.L L BE VE M AND SHALI CO •RM T THE CHnURALTURA DRW I 30 SHALL BE VEiFR0 AND 8NML CONFORM TO TIE ARL11f7ECILRAL DRAWNGS. SEAL ZTHIS STRUCTURE HAS BEEN DESIGNED IN O ACCORDANCE WITH SECTION R301.2.1.1 OF THE FLORIDA RESIDENTIAL BUILDING CODE TO 0 WITHSTAND 120MPH WIND FORCE �d Z STANLEY P.HOELLE O - ARCHITECT.#9033 n 3350 RODEO ACRES DR. ORMOND BCH.,FL 32174 SCALE:AS NOTED A-3 G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 10'-4" COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH I I THEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY - - - - - - I I LIMITED TO SUCH USE. REUSE, R PUBLICATION I I OBY ANY METHOD, IN WHOLE OR PART I r I I I IS PROHIBITED. TITLE TO THE REMAIN NSTHE DESIGNERATIONS WITHOUT I I I I PREJUDICE. VISUAL CONTACT WITH THOSE DRAWINGS AND SPECIFICATIONS I I i i SHALL CONSTITUTE PRIMA FACE r L.%C I S T I I\IG EVIDENCE OF THE ACCEPTANCE OF I I I I I EXISTING THESE RESTRICTIONS. I I I it co co (o ` II 04 d' M d' II � 0 Oip L�L �EXISTING O 11 ° = t Uo m a) 11 U ~ co - _ cy z LLLo Lo ui CF) 0 SWM " EXISTING m � � MANUFACTURED wQC) TRUSSES V J J = = z LuW Q [L M U J � SEE TYP.VALLEY J SECTION CUSTOMER • 15'GLUE LAM ABOVE CEILING r L I N KS I D E SEE SECTION - - - - - I EXISTING 1955 ADDTIONAL 311 I I TOTAL 2266 10 I I I MANUFACTURED ~ I L - - - - - -- I - - - - - TRUSSES L - - — — — — — — — — — — — — — — — — - 1 ;a 41- 1123/2005 16" GLUE LAM DESIGN METHOD ABOVE THE CEILING WIND VELOCITY(MPH) 120 IMPORTANCE FACTOR 1N EXPOSURE CATEGORY 0 SEE TYP INTERNAL PRESSURE It VALLEY DETAIL COEFFICIENT 18 MEAN ROOF HGT. 14' 12 GALV. FLASHING 46'-4" , MANUFACTURED BUILDING WIDTH TIN G ROOF TRUSSES 6� MANUFACTURED I S BUILDING LENGTH ROOF SLOP6112 6 - 1" \/ E n ENCLOSED STRUCTURE TRUSSES r; H10 EA.TRUSS k� R-30 INSULATION !�CANTILEVER MST12 EA.TRUSS MST12 1. I DE.,E ML I 2.GE lERAL CONTR ON. WEL KTMY W MIFN{IOIe a C M 011 BWIIED BEFORE STARTNO ANY YPOICL 2 OTI'STA COhTRACTT]R AND COYIILY NTN ALL{ULDFOCCOEe BOTH BTATE AYD LOCAL.A)O OOIilY YIfTN ALL WG1L AUIHpYTIE{ I u TO N MN0UENCE BIBLRB THE EMFETY TIE US HANGER 1 ERECTION PNO=LftD B6 B{AID'4AWCO1POh WFARTSDL"40KCTTW Brow k TYPICAL BRACMGUYS ORT1ED0WU3Y NTWYBENECE{BMAY.BLCIIMMTERUL BUT 4 NOT LUTED TO TIE ADOMON OF WMTEVMTFL,PORARY $K-1L BE IIENWED AIO BNMII IEYMN TI!PRO/YUl1Y p M CONTRARDII I 0 M��FFD ANDLEVAAl OONS&4 V ro N I E VRU CTnPALL O~NMMWA AMR=ft ETM OF PRD.E CANTILEVER EXISTING SEAL 1 SLIDING WALL TYP EXTERIOR WALL GLASS EXISTR G THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION R301 2.1.1 OF THE r FLORIDA RESICENTIAL BUILDING CODE TO I WITHSTAND 120MPI%WWDFORCE. iL L J'X G'ANCHOR BOLT Q 21"O.C. Al : I r n 3 SEE FOUNDATION z o '' STANLEY P.HOELLE ARCHITECT.#9033 3350 RODEO ACRES DR. LEFT SECTION ORMOND BCH.,FL 32174 Lu SCALE:AS NOTED A-4 � t TYP. PLY G.M. REYNOLDS GIRDERR TRUSS 1387 ALEUT LANE I I I I III 11 11 11 11 11 11 11 11 11 ORMOND BCH.,FL EXT. FINISH ROOF MATERIAL SEE I I I ( III I I I I 11 NIp1NUFACTIyf�ED TRUSqE(S I I 1/7'X I I 41R SEE EXT.ELEV. ELEV. I I TYP. I I I I III I I I I I I I I I I I I I I I I I I THROUGH BOLTS (386)677-7740 ALL THRk4b ROD I I I I I I I I I I I I I I I I I I (TYPICAL) THE GARAGE SHALL BE SEPARATED FROM THE FAX (386)677-4050 15#FELT PAPER OVER EXT.GRADE MT EA TRU THAT DO ( ) INSULATION BAFFLE I I I I EA. SID 6t GIRDER I I I I I I I I F I I I RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ROOF SHEATHING W!"H"CLIPS �/ L THREAD NO AVE AN �t 2" MIN.CLEARANCE I I I I ('n'PICA�)I I I I I I I I I I � I ON TOI I I TYP.ALL THREAD GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. / Z INSULATION AS REQUIRED RODS @ 48"O.C. GARAGES BENEATH HABITABLE ROOM S SHALL BE PRE-ENGINEERED ROOF TRUSSES 1 (EA. ROD 40001bs MIN) SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY @ 24"O.0 PER TRUSS MFG - - COPYRIGHT NOTICE / - - CEILING BOARD NOT LESS THAN TYPE"X"GYPSUM BOARD OR METAL DRIP EDGE EQUNALENT. DOUBLE 2x TOP PLATE HE USE OF THESE DRAWINGS AND WOOD SUB-FASCIA W/UPLIFT STRAP TYP. DBL TOP PLATE SPECIFICATIONS SHALL BE RESTRICTED SEE ELEVATION PER FRAMING LAYOUT 0 THE ORIGINAL SITE FOR WHICH FOR STYLE DRYWALL ASSEMBLY DETAILS THEY WERE PREPARED AND PUBLI- VENTED SOFFIT �:3 2x STUDS @ 16'O.C. CATION THEREOF IS EXPRESSLY BATT INSUL.AS REQUIRED LIMITED TO SUCH USE. REUSE, EXT. FINISH MATERIAL SHEATTIINGTYPE&FASTENING: REPRODUCTION. OR PUBLICATION SEE EXT. ELEV. (2)202 HEADER 15/32"C-D PLYWOOD OR 7/16"O.S.B.W/8d RING SHANK NAILS @ 4"O.C.ON BY ANY METHOD,IN WHOLE OR PART TYP.WALL STUDS @ 15'O.C. EDGES AND in.4'OF ROOF. SHEATHING FROM ALL EDGES AND 6'0.C.@ IS PROHIBITED. TITLE TO THE ROD EA.SIDE SHEATHING INTERIOR. DRAWINGS AND SPECIFICATIONS OF OPENINGS REMFELT PAPER TYPE&FASTENING: PREJUDICE.NN IN THE DESIGNER WITHOUT O OTHER AND AT ALL DICE. VISUAL CONTACT WITH 15 LB.FELT(SINGLE LAYER ASTM D 4869 TYPE 1)OVER SHEATHING W/7/8" HOSE DRAWINGS AND SPECIFICATIONS SEE FLOOR PLAN INSTALL WINDOW PER CONNECTORS WALL ENDS CAPPED ROOFING NAILS @ 12-O.C. SHALL CONSTITUTE PRIMA FACE FOR WINDOW SIZE WINDOW MFR.SPECS &LOCAL WIND CODE NECESSARY EVIDENCE VID SHINGLE TYPE&FASTENING: ENOF THE OF S. COMPOSITION SHINGLES(COMPLYING W/ASTM D 3462)W/(6)1-1/4- WINDOW SILL ELECTRO GALV.ROOFING NAILS @ Ea SHINGLE W/FULL SHEATHING PENETRATION CONFORMING W/ASTM D 3161). VENT TYPE&FASTENING: r , BATT INSUL AS REQ. 1/2"X 12'EXPANSION 4'-0"X 2'-0"GALV.OFF-RIDGE VENTS W/1-1/4"ELECTRO GALV.ROOFING v 2x STUDS @ 15'O.C. BOLT W/6"EMBEDMENT NAILS 4"O.C. Z M DRYWALL 1/2"X 12" EXPANSION (TYPICAL) ` EXT,.GRADE SHEATHING �� M � PER SPECS. is FLASHING TYPE&FASTENING: CNI BOLI W!6"EMBEDMENT EXT. FINISH MATERIAL kl (TYPICAL) 26 GAUGE GALV.ALUMN.FLASHING W/1-1/4" ELECTRO GALV.ROOFING •� (y � PT BOTTOM PLATE NAILS @ 4-O.C. n (� SEE EXT. ELEV. PERMANENT TRUSS BRACING DETAIL: J CD • °, a °.. •: • ' a .• •' (1)2 X 4"X"BRACE FOR EVERY(10)SETS OF TRUSSES,OR FRACTION V" }}7 e• • . •. ° °. . •. :•. • : '° ' ':•. _ THE AND(1)2 X 4"RAT RUNNER"FOR EVERY 16'OF SPAN,ROUNDED O Gi • .• -s a r�.e C .4 o t•-. `'c t3 •.0 • —�• – e°' .�v. , o ` •e • ° IDOWN• V tL3 2x BOTTOM PLATE Q. . •. T. ° ' ' -� :• ' ° n .. CHICKENED REINFORCED SLAB sy SP1 EA.STUD + ° e' •' °' �! i •.° GA ALE/SHEARWALL SHEATHING: m ` ° °• USING 8d COMMON OR HOT DIP GALV.,NAIL,4"O.C.SHORT SIDE,6"O.C. r LONG SIDE,AND 12"O.C.FIELD. ( U co TOP OF SLAB TYPICAL WALL SECTION USING ALL THREAD ROD SYSTEM WOOD HEADERS: CINO a -0"FIN FLOOR ALL TO BE(2j 2X 12 MATERIAL W/I/2"FILLER HEADER 7n BE 8"LONGER FINISH GRADE - (ALSO SHOWN I S TYP GIRDER TO FRAME I N STA LAT I 0 N) THAN OPENING. S1MPSON MTS 12 USED Fa END FOR CONNECTION. z ' �- -= ••a. • . —1=1 1=L_ I 4" REINFORCED CONC.SLAB I�iI I=1! I—I i=1 W/VAPOR BARRIER W U _LI II I—i —I SOLID BEARING ;o•. O• I it I CLEAN COMPACTED ~ r TERMITE TREATED FILL Q r V J •k r SEE FOUNDATION DETAILS � W M V DBL 2x4 TOP PLATE N D1 BOARD LING SP2 STUD PLATE z W <tc) 0) z 1u J EXT. FINISH ROOF MATERIAL SEE < Q. V SEE EXT.ELEV. ELEV. 1/7' DRYWALL ce) 15#FELT PAPER OVER EXT.GRADE 2X4 WOOD STUDS INTERMEDIATE d' ROOF SHEATHING W!"H"CLIPS � INSULATION BAFFLE 2X4 BLOCKING J � 2"MIN. CLEARANCE 15' .C,(TYP) CEILING INSULATION PRE-ENGINEERED ROOF TRUSSES j INSULATION AS REQUIRED @ 24"O.0 PER TRUSS MFG /` - - - /' - CEILING BOARD CEILING BOARD METAL DRIP EDGE - DBL 2x4 TOP PLATE 2x4 TOP PLATE • -��DOUBLE 2x TOP PLATE 1/2"CEILING DBL2x12 W/� FILLER BOARD SP2 STUD PLATE (2)CS16 EA.POST WOOD SUB-FASCIA SP1 STUD PLATE CUSTOMER �"� W!UPLIFT STRAP SEE ELEVATION PER FRAMING LAYOUT OR STYLE 2x4 PT BOTTOM 1/2" EXPANSION BOLTS � VENTED SOFFIT DRYWALL 2xaa1s,•oc • I / � 2X STUDS @ 15'O.O. PLATE tI2"WALL BOARD 0 21"O.C. - EXT. FINISH MATERIAL BATT INSUL.AS REQUIRED L I N KS I D E .•:': _ —� I SEE EXT.ELEV. Ez_1j (2)2x12 HEADER DECORATIVE EXTERIOR �:'::�.':..�":• ��' '' — — — i• 1/2"DRYWALL - I I- 3x3x 1/4"STEEL"L"HEADER I INTERMEDIATE 2X4 WOOD STUDS 2X4 BLOCKING 4x4 PT POST -I I . •.,....•;.; 11- SEE FLOOR PLAN INSTALL WINDOW PER 0 16"O.C.(NSEE FOUNDATION PLANP) EXISTING 1955 FOR WINDOW SIZE WINDOW MFR.SPECS D6 STEP DOWN TODDA ONAL 2266 &LOCAL WIND CODE ABU44POSTRASE BEARING WALL PT.BOTTOM PLATE TOP OF SLAB BATT INSULAS REQ. WINDOWSILL 2x STUDS @ 15'O.C. SP1 STUD PLATE "witA— GRADES EXT,.GRADE SHEATH114G �_ vvooDeasE _ I- PER SPECS. 2x4 PT BOTTOM 1/2"EXPANSION BOLTS —I I EXT. FINISH MATERIAL -�DRYWALL PLATE (c�21"O.C. D4 , I a_::' �:• I=1 , SEE EXT. ELEV. E] TYP. INTERIOR WALL PLAN -� �% SEE FOUNDATION 112312005 FASTEN VINEER WITH 3/16"TIES © o o THICKEND SLAB DS POST CONNECTION AT NO LESS THAN ONE PER EVERY 4-1/2' OF WALL AREA. � i D3 INTERIOR LOAD ALTERNATE COURSES SHALL GIRDER TRUSS DESIGN METHOD NOT EXCEED 24"AND HORIZONTAL Q 2x BOTTOM PLATE BEARING WALL DISTANCE SHALL BE NO MORE � 0P1 EA.STUD WIND VELOCITY(MPH) 120 i THAN 36". (TYPICAL) IMPORTANCE FACTOR 1., EXPOSURE CATEGORY WEEP HOLES 24"O.C. TOP OF SLAB INTERNAL PRESSURE NC _�L4_3 COEFFICIENT .18 0'•0"FIN FLOOR HGT2 CONNECTOR MEAN ROOF HGT. 14' FINISH GRADE ! _ Z III- •)�I 1111 4'REINFORCED CONC.SLAB DBL TOP PLATE BUILDING WIDTH 46'-4" G.M. REYNOLDS 1387 ALEUT LANE SLOPE 1"IN 10' SLOPE 1"IN 10' ORMOND BCH.,FL SEE FND.PLAN SEE FND.PLAN (386)677-7740 GRADE GRADE �, FAX (386)677-4050 —_. I— ...,••. •.• _ ,_ =1 I I : . . :' ::' — 1=1 I1=1�' 4"CONC.SLAB 16x16 CONC FTG.. N I '' `• I=1 I 4"CONC.SLAB (1)#5 BAR CONT. W/(2)#5 CONT. I I—'' g" CLAN COMP.FILL CLAN COMP.FILL COPYRIGHT NOTICE 16" F1 MD THICKENED EDGESPECIFICATIONS PEUSEOFTHESHALLB RESTRICTED O THICKENED EDGE TOTH ICA ORIGINAL SHALL ORWHIC iCTED O THE ORIGINAL SITE FOR WHICH F2 HEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE. REPRODUCTION,OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART IS PROHIBITED. TITLE TO THE DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT PREJUDICE. VISUAL CONTACT WITH HOSE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACE EVIDENCE OF THE ACCEPTANCE OF X 8"ANCHOR BOLTS OR THESE RESTRICTIONS. "X 6" EXPANSION BOLTS "X 8"ANCHOR BOLTS OR @ 21"O.C.W/2"DIA WASHERS "X 6"EXPANSION BOLTS STEP OWN VARRIES L4" NC.SLAB W! "21"O.C.W/7'DIA WASHERS SLOPE V IN 10' R BARRIER V 4"CONC.SLAB W/ SEE FND.PLAN fes: " VAPOR BARRIER '• I.I .1=111r=�' M Cfl N d- GRADE (V TERMITE ::'': • •I 1= I I=1 11= 'I-II �' I I-'' Q., M :• I I— '' I TREATED FILL 00 I I I h 16x20 CO NC FTG.. O CLEAN COMP,TERMITE TREATED FILL W/(2)#5 CONT. 16' O O 16x20 CONC FTG.. W/(2)#5 CONT. 15' Q TYP. FOOTER m a, � V � M W/ STEP DOWN _ m F3 TYP. FOOTER F4 (n Z U- Lo O * o w � Lo C) � WMU co �4 N "X W ANCHOR BOLTS OR1 ' ' Z O "X 6"EXPANSION BOLTS 0 @ 21"O.C.W/2"DIA.WASHERS ?X 8"ANCHOR BOLTS OR - O 4"CONC.SLAB W/ "X 6"EXPANSION BOLTS J J STEP DWN VARRIES VAPOR BARRIER 4"CONC.SLAB W/ (�21"O.C.W/2"DIA WASHERS z W SLOPE V IN 11YVAPOR BARRIER W SEE FND.PLAN — — :,: �::: r• ,: V 1=111=1 I -I I'I• •I I 1=111 lit. - 1=1T�1lil- 11�I I II I I rl JLo 8"x8"CONC FTG. g' CLEAN COMP.TERMITE (2)#5 BAR CONT. W/(1)#5 CONT. TREATED FILL i2"1-STORY 12' CLAN COMP.TERMITE TREATED FILL F5 NON BEARING STEP DOWN 16"2-STORY 15' F6 INTERIOR BEARING CUSTOMER LINKSIDE FASTEN VENEER WITH 3/16"TIES }"X 8"ANCHOR BOLTS OR EXISTING 1955 AT NO LESS THAN ONE PER X 6"EXPANSION BOLTS ADDTIONAL 311 EVERY 4-1&OF WALL AREA ® @ 21"O.C.W/7DIA WASHERS TOTAL 2266 ALTERNATE COURSES SHALL "X 13"ANCHOR BOLTS OR NOT EXCEED 24"AND HORIZONTAL DISTANCE SHALL BE NO MORE ® X 5'EXPANSION BOLTS RAISED CURB, SLOPE 1"IN 10' THAN 36".(TYPICAL) (c�21"O.C.W/2"DIA.WASHERS HGT.VARIES SEE FND.PLAN 4"BRICK LEDGE(TYP) ® 4"CONC.SLAB W/ -r • �' '''_ — — ® VAPOR BARRIER GRADE WEEP HOLES �j CLAN COMP.TERMITE I=1 —� _r' TREATED FILL1/ 2005 1111 I- 16x20 CONC FTG.. CLAN COMP.TERMITE W/(2)#5 CONT. 16x20 CONC FTG.. TREATED FILL 15' .W!(2)#5 CONT. 16" FS TYP. GARAGE FOOTER DESIGN METHOD TYP. FOOTER WIND VELOCITY(MPH) 120 W/ / �+ IMPORTANCE FACTOR lo F7 yy/ 4" BRICK LEDGE EXPOSURE CATEGORY G INTERNAL PRESSURE It COEFFICIENT .18 MEAN ROOF HGT. 14' BUILDING WIDTH 46'4' BUILDING LENGTH 69'-11" ROOF SLOPE 6112 ENCLOSED STRUCTURE TERMITE TREATMENT NOTES. 1."A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR oe 1M t,oevwtoorrtwcra�n+uvba►r�W.oaeruaeeNow+loa 0ll9u o%T�rcm wrroiec ELECTRICAL PANEL. 2."CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST T47'AWAY FROM THE BUILDING i GENERAL FOUNDATION NOTES: z trISY L00NTItCTMIrLCOMPlrN7tD►�OC 9 DOTM�T AMILOC AWC0WLrVM9L=&AUTH=M SIDEWALLS:' i 3."IRRIGATIN/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'0 ,RurnOmmuctaaetult MOFV Bea FMTB>aee< rjLv on4Dcwcrw+Dseot["cEromoatr"etamaM euane+ounco��uexrrr+cnwr+raeesr�on nuwuota wr it��urteD ro oRTL,nE ittxrnn a wrwteNCt r�Ntr OF THE BUILDING SIDEWALLS" 1.FOUNDATION IS DESIGNED FOR A MINIMUM 6.CORNERS SHALL BE 90 DEG.UNLESS uuuraanMNOPrMsINEMON a PRaeITO"C71SJCH �au 4."TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SOIL BEARING CAPACITY OF2500 P.S.F. NOTED OTHERWISE. �wtuxRewovc-0NorAUOMFuNneTanornemrttvucM errrre oaarnw tx rnaccr. ...� iw��u°�m��o�o"ror�ws�aw"roa-resrmTM �u�w.TLVAL a SHALL NOT BE LESS THAN 6 INCHES." EXCEPTION:PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8"THICK ADHERED DIRECTLY TOTHE i 2.CONCRETE IN SLABS AND FOOTINGS SHALL 7,ALL AREAS OF CONSTRUCTION SHALL BE FOUNDATION WALL. BE 2500 P.S.I.STRENGHT AND SHALL DEVELOP ON TERMITE POISONED,WELL COMPACTED 5."INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE" 11 90°x6 OF FULL STRENGHTWITHIN 28 DAYS CLEAN FILL OR STABILIZED EXISTING SOIL. SEAL 6."SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED." NOTE:4"CONCRETE SLAB REINFORCED WI W 7."BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OFTRAPS,ECT...SHALL BE WITH 3.FOOTING SHALL BE REINFORCED WITH 05 FIBERMESH ON 6 MIL VAPOR BARRIER-TYP. Q THIS STRUCTLRE HAS BEEN DESIGNED IN PERMINATE METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF SIZE AND DEPTH THAT WILL ELIMINATE BARS AS INDICATED. ALL BARS SHALL BE S.CONCRETE MASONRY UNITS MAY BE ON CLEAN,TERMITETREATED FILL PLUMBING SIZE N 0 T E S . FLORIDAA ESI WITH SECTION R301.2.1.1 OF THE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT." DEFORMED AND CONFORM 70 ASTM SERIAL COMPACTED TO 95%MODIFIED PROCTOR. FLORIRESIDENTIAL BUILDING CODE To 8."MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL i DESIGNATION A305,BE CLEAN AND FREE GRADE WHEN FOR BRICK BELOW FINISH GRADE WHEN APPLICABLE. EXCEPT WHERE OTHERWISE NOTEDALL r� VNTHSTAND 120MPH WIND FOR OCCURS BEFORE VAPOR RETARDENT PLACEMENT,RETREATMENT IS REQUIRED." FROM RUSTAND SCALE. SPLICES SHALL FOOTINGS SHALL BE 15'X20"W/(2)N5 BAR CONT. L 9."CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE j OVERLAP MINIMUM OF 24". Wt CHAIRS @ 48"O.C.(TYP) O EXTERIOR SOIL TREATMENT." 9.CONTRACTOR SHALLVERIFYALL ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HOUSE. SHOULD THERE BE 10."SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-O"OF STRUCTURE 4.ALL FLOOR SLABS SHALL BE 4"THICK DIMENSIONS AND FIXTURE LOCATIONS ON NOTE:WATER SUPPLY LINES AT WHATER CLOSTES MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH SIDEWALLS." REINFORCED WITH FIBERMESH ON 6 MIL SITE BEFORE POURING OFCONCRETE SLABS. TO BE@8"A.F.F.(TYP) CONSISTING OF 1 WA,ER CLOSET 1 LAV 1 TUB/OR SHOWER WILL HAVE A MINIMUM 11."AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE VISQUEEN VAPOR BARRIER ON CLEAN, DRYER VENTS YO BE 6 A.F.F. `� ( ( ) ( ) INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED,SHALL COMPACT,AND TERMITE POISONED FILL.. VENT SIZE OF 2" THRU ROOF. EACH HOUSE WILL HAVE (1 ) 3" MAIN VENT THRU ROOF. 'Q BE RETREATED- A WASHER STANDING ALONE WILL HAVE A MINIMUM OF 1 1/2" VENT THRU ROOF. IF THE Q STANLEY P.FbELLE 12."ALL BUILDINGS ARE REQUIRED TO HAVE PRE CONSTRUCTION TREATMENT." 5.8"CONCRETE BLOCKWALLS SHALL BE WASHER IS STACKED WITH THE LAUNDRY TUB THE VENT THRU ROOF WILL EE 2". ALL '�7 L ARCHITECT.#9033 13."A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TOTHE BUILDING DEPARTMENT BY A LICENSED PEST REINFORCED AT ALLCORNERS,SIDES OF KITCHEN WILL BE AUTOVENT. 2" CLEAN OUTS WILL BE USED AT EXTERIOR WALL FOR 3350 RODEO ACRES DR. CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OFCOMPLIANCE WALL OPENINGS,AND IN WALL PANELS At 0RMOND BCH., FL 32174 SHALLSTATE:'THEBUILDINGHASRECEIVEDACOMPLETETREATMENTOFTHEPREVENTIONOFSUBTERRANEAN EVERY 100SQ.FT.MAX.WITHCONC.FILLED ACCESS. IN NO CASE WILL THERE EVER BE MORE THAN 3 MINOR AND (1) WATER CLOSET TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF CELL WITH#5 BAR CONTINUOUS FROM VENTED ON LESS THAN A 2" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/OR O n SCALE:AS NOTED AGRICULTURE AND CONSUMER SERVICES." FOOTER TOTIE•BEAM. WALLS SHALL BE SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL N:-:.VER 14."AFTER ALL WORK IS COMPLETE,LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'0"OF BONDED WITH CONTINUOUS CONC.FILLED OR SHOWER USING SAME UPSTREAM VENT. BATH VENTS TO TERMINATE LL THE BUILDING. THIS INCLUDED ALL GRADE STAKES,TUB TRAP BOXES,FORMS,SHORING OR OTHER CELLULOSE 8"X8"CONC.FILLED MASONRYCELL WITH#3 DRAIN PAST A TUB/OR CONTAINING MATERIAL" BAR CONT. THROUGH ROOF VENTS OR SOFFIT 3' MIN. FROM WINDOW AND DOOR OPENINGS. D-2 15."NO WOOD,VEGETATION,STUMPS,CARDBOARD,TRASH,ECT.,SHALL BE BURIED WITHIN 15 OF ANY BUILDING OR PROPOSED BUILDING." G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL PRE-ENGINEERED FACIA SE FLAN ' TION (386)677-7740 RUSSES ELEVA FOR SIZE.;�D FAX (386)677-4050 - GABLE NOTES : \ \\ SHEATHING SINPSON CS-Ie 3#210 CU AT CABLE END AND \\ 48' MAX. SPACE THE TRUSSES SHOWN ARE SYMBOLIC, ACTUAL TRUSS DESIGN MAY VARY. METERIDISC BETWEEN SEE WALL SECTION NOTES FOR ROOF, SHEATHING TH�CKNESS & NAILING. SW SYSTEM 2" C COPYRIGHT NOTICE 2r4 X-BRACE \ GABLE 1/2 ' SHEATHING NAILED W/8d AT 6" O.C. ON EDGES & 811 O.C. IN FIELD. HE USE OF THESE DRAWINGS AND 2■4 %-BRACE STORAGE 1/2" SHEATHING NAILED W/8d AT 6" O.C. ON EDGES & 8" O.C. IN FIELD. A1C SPECIFICATIONS SHALL BE RESTRICTED 1.4 RAi RUN 0 THE ORIGINAL SITE FOR WHICH 1.4 RAT RUN PPL M THEY WERE PREPARED AND PUBLI- CATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE. WHEAT REPRODUCTION,OR PUBUCATION TRUSS BRACING NOTES . IS ANY METHOD, IN WHOLE OR PART IS PROHIBITED. TITLE TO THE DRAWINGS AND SPECIFICATIONS 1/2'DRYWALL REMAIN IN THE DESIGNER WITHOUT 2.6 FCR GABLE MALE WALL OR HEADER NO PERMANENT TRUSS BRACING REQUIRED BEYOND THAT LISTED BY TRUSS ENGINEER PREJUDICE. VISUAL CONTACT WITH LATERAL WIND BAKING THOSE DRAWINGS AND SPECIFICATIONS 1x4 ON TOP OF BOTTOM CORD OF TRUSSES PERPENDICULAR WITH TRUSS 8' O.C. MAXIMUM C.W.R. SHALL CONSTITUTEPRIMAF GA3LE DETAIL EVIDENCE OF THE ACCEPTANCE CE OF SPACE w/2 8d NAILS @ EACH TRUSS CONTINUOUS THROUGHOUT ENTIRE CEILING OF THESE RESTRICTIONS. HOUSE PRE-ENGINEERED FACIA SEE TRUSSES ELEVATION PLAN ZM FOR SIZE AN O�ERHANC CO C SHEATHING SINIPSON CS-16 ELECTRICAL RISER DETAIL NI. •� AT GABLE ENO AND 48. MAXSPACE PRE-ENGINEERED LOCATION WILL BE DETERMINED BY TRUSSES LOCAL POWER COMPANY.. LL SHEATHING FOR STORAGE O AND GABLE BRACING SIMPSON CS16 WtH (ACTS AS DIAPHRAGM) 2f4 COLLAR TIE WITH (r) 10d ■ 1 1/2' i0 RtUS ( l V Sod x 1 /2" WITHTO (4) 124 COMMON EA END (T) tOtl A , 1/2' TO TRUSS v (T) tOd ■ 1 in' TO RIDGE 1"8 RIDGE O (T) 10d . 1 1/2• TO rRuss • ROOF SNF-AT14INc EXHAUST NOTE: � � N ROOF SHEATHING 1)ALL BATHROOMS ARE TO HAVE EXHAUST FAN VENTED TO U) P:z LL Q 1/2' CRYWALL NO STRAPS REOU RED OUTSIDE. FOR RAFTERS 16• 2)EXHAUST FAN MUST BE ABLE TOVENT 1 CFM FOR EVERY J 2.6 FOR GABLE FRAME WALL OR HEADER AND SMALLER SQ.FT.OF FLOOR SPACE IN THE VENTED ROOM. (EXAMPLE) te ....J ," LATERAL Wr IND BAKING \ TOILET ROOM OR A BATHROOM Q PRE-ENGINEERED .� GABLE DETAIL TRUSS \ 2,6 (2) 2xL RAFTERS }� SLEEPERS E'E E M CNI PRE-ENGINEERED Z O TRUSS DUCT PENETRATION. DUCTS LOCATED IN THE GARAGE SHALL BE 26 GAUGE SHEET RAFTER DETAIL METAL OR OTHER APPROVED MATERIAL. DUCTS PENETRATING THE WALLS OR W Q PRE-ENGINEERED v ES EEREb CEILINGS SEPARATING THE DWELLING SHALL BEA MINIMUM NO.26GAUGE SHEET ♦ , U_ TRUSS STEEL OT OTHER APPROVED MATERIAL. DUCTS SHALL HAVE NO OPENINGS INTO J J SIMPSON MTS OR CS16 "ITH (T) 1od : 1 1/2" TO RAFTER THE GARAGE. (T) ,oa . , ,n" TO TRUSS WJ ALTERNATE GARAGE DUCT CLADDING: z a- W FIBERGLASS DUCTS IN THE GARAGE MAYBE CLAD WITH 3"TYPE"X"DRYWALL AND < M U FIRE TAPPED. FIBERGLASS DUCTS PENETRATING THE-WALLS OR CEILING SEPARATING DWELLINGS MAY ALSO BE CLAD WITH I"TYPE-"X"DRYWALL AND FIRE J L0 TAPPED. CUSTOMER DETAIL FOR GLASS BLOCK WNDOW LINKSIDE (2)2"x12" Header 1/2" Gyp. 8d. Wood Casing w/ 1/2" Plywd. Smooth Finish Flitch Plate Shim as Required GLASS BLOCKS ADDTIONAL EXISTING 1 955 Stucco Band 12" Gyp.�• Bd. 2"x6' Stud W011 NOMINALBx8x4 Fasten Jamb to 311 w/ Batt Insul. Wood Casing 2"x6" Buck w/ MORTAR JOINT TOTAL 2266 Sealant g #10 X 1-1/2" NO UNSUPPORTED _ Countersunk EDGES(UNLESS OVER 25sq.R.) Sc•ews @ 16" o.c. PANEL ANCHORS/REINFORCEMWNT Fasten Jamb w/ Staggered ONLY IF OVER25sq.IL #10 x 1-1/2" PANEL REINFORCMENT, Countersunk S.S. EVER OTHER COURSE. Shim as Screws @ 16" a.c. Smooth Finish Sealant PANELANCHOR Required Staggered Stucco Band EVER OTHER COURSE 1/23/2005 ACROSS HEADER AND JAMBS. NOTE: Door Head Door Jamb THIS DESIGN IS BASED ON THE FOLLOWING ASSUNPTIONS 1.GLASS BLOCKS MUST BE FULL-BED MORTARED ON ALL SIDES. 2.MORTAR MUST BE TYPE"M"OR"S". 3.GLASS BLOCK MUST BE"P.P.G"DECORABRAND AND MUST BE DESIGN METHOD THE NOMINAL 4"THICK UNITS. THE3"THICK UNITS ARE NOT PERMITTED. WIND VELOCITY(MPH) 120 4.MAXIMUM PERMITTED OVERALL SIZES. IMPORTANCE FACTOR A.IF NO MORE THAN 24"VERTICALLY IN HORIZONTALLY 1 L, EXPOSURE CATEGORY MAXIMUM CORRESPONDING ORTHOGONAL DIMENSION C IS 120 INCHES.(EXAMPLE:24"X 120"MAXIMUM OVER ALL SIZE) INTERNAL PRESSURE N B.IF MORE THAN 24"VERICALLY OR HORIZONTALLY COEFFICIENT .18 MAXIMUM CORRESPONDING ORTHOGONAL DIMENSION IS MEAN ROOF HGT. 14' Clad Wood 96"(EXAMPLE:48"X 48"IN PERMITTED,48"X 64"IN NOT PERMITTED) BUILDING WIDTH 46'4" Window 1 2" G Bd. Wood Casing BUILDING LENGTH 69'-11" (2)2"x12" Header / Gyp. g ROOF SLOPE 6112 w/ 1/2" P I ywd. C.MAXIMUM TOTAL OVERALL AREA IN ANY CASE IS THIRTY ENCLOSED STRUCTURE 1-f Flitch Plate SQUARE FEET(30SQ.FT.) Smooth Finish Sealant 00 Stucco Band 1/2" Gyp. Bd. 2"x6" Stud Wall GEWPIAL NOTE*_ Wood Casing w/ Sot', Insul. 1.OE-MMCartRACTMftLVMFYAuWE""&40VMOe IM L®BEFORE BTARTNO ANY WONL L d6NEAALCONTRACTORWLLCOMPLY VMALL WMNOcaDEs Wood Casing Smooth Finish Clad Vlood BDTN QTATE MD IOCAL AND COAgr Yrt,11 AU. I IT fST CONTRTICK ACT Stucco Band 1/2' Gyp. Bd. indow 'ORRECTM FS*0= iOTM a� BVEDNOANDCOLPOfB PAAT1OLNP 8*CT0L THMN0.UOE! EUTIBNOTLWWTOTMAODITICNOFWMTeVMM ORMY Sealant BRACM 0".OR rE DOWW RMT LW Be NEOUW(.a"M%TETIVIL INAU.BE REIDVEO MD WALL RE]WN THE PROPERTY OF TM CCN,R1CiT1R • DIMEMON ADE AIEV TIOIAWDWNON'11EBTSICIURALOMWMB ENAu eE vERPIm ANo mLAt1 OONFOPM TO THE Mo14TECTUlA1 ORMYINOB Clad Wood 2"x6" Stud Wall Smooth Finish Sealant Window w/ Batt Insul. Stucco Band EXTERIOR OPENING NOTES : SEAL Window Head Window S I I I Window Jamb THIS HAS BEEN DESIGNED IN AO�ORDAWDANCE WWITH SECTION R301.2.1.1 OF THE ALL EXTERIOR OPENING SIZES (ROUGH—OPENING) ARE TO BE PROVIDED AND/OR VERIFIED FLORIDA RESIDENTIAL BULDINGCOC£TO BY THE WINDOW AND DOOR SUBCONTRACTORS. WITHSTAND12OMPHWIND FORCE. IF AN EXTERIOR OPENING SUB—CONTRACTOR USES ANOTHER METHOD OF FASTENING THEIR WINDOWS AND DOORS THEN PROVIDED ON THESE PLANS, THAT SUB—CONTRACTOR MUST PROVIDE THE ENGINEERING TO COMPLY WITH THE LOCAL AND STATE CODES. ♦♦�� ALL EXTERIOR OPENING BUCKS, FASTENERS, WINDOWS AND DOORS ARE TO BE INSTALLED vJ / BY THE EXTERIOR OPENING SUB—CONTRACTORS. IT IS THE EXTERIOR OPENING J STANLEY P.HOELLE SUB—CONTRACTOR RESPONSIBILITY TO ENSURE THAT ALL WINDOW AND COORS ARE ARCHITECT.#9033 INSTALLED TO COMPLY WITH LOCAL AND STATE CODES. < 3350 RODEO ACRES DR. ORMOND BCH., FL 32174 W SCALE:AS NOTED D-3 G.M. REYNOLDS 1387 ALEUT LANE ORMOND BCH.,FL (386)677-7740 FAX (386)677-4050 COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED I 0 THE ORIGINAL SITE FOR WHICH • • THEY WERE PREPARED AND PUBLI- r - - - - - - - - - - I I • O \ / CATION THEREOF IS EXPRESSLY I I LIMITED TO SUCH USE. REUSE. / I r - - - - - - - - I I I REPRODUCTION,OR PUBLICATION I X BY ANY METHOD, IN WHOLE OR PART I ` IS PROHIBITED. TITLE TO THE I I I I I I DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT I I ; PREJUDICE. VISUAL CONTACT WITH THOSE DRAWINGS AND CrL SHALL CONSTITUTE PRIMA FACE SPECIFICATIONS 1 �'; EVIDENCE OF THE ACCEPTANCE OF loocFm HESE RESTRICTIONS. \-�- E I I I I II ` • - -1% 1 L - - - - - - - - - i II M N � N wP - - - - - �� d- GFI \ II LL CF) Q M � JI JE�\ II 0 j .� � _ ,.� 50CFM I I ca V � M C0P - _ � ZLLo w ELECTRICAL KEY 0 Q r- U 110V OUTLET OVERHEAD LIGHT • w Mco U Y N 220V OUTLET RECESSED LIGHT OUTLET W/GROUND FAULT W Q o LL SCONCE LIGHTING WEATHER PROOF OUTLET — — Z W J J FLOOR/CEILING OUTLET < TRACK LIGHTING ` M V d' CABLE OUTLET J to FLUORESCENT LIGHTING 1 _ PHONE JACK SPOT LIGHTING TV OUTLET EXHAUST FAN JUNCTION BOX CUSTOMER Fir EXHAUST FAN W/LIGHT 409 SINGLE POLE SWITCH /.0 ' L I N KS I D E If M�e MULTI-POLE SWITCH CEILING FAN — — — — — — — — — -- 90CFM- DIMER SWITCH r — — — — — — — — — - - - - - -1 r - - - - - - - -- - - - - - - - � I EXISTING 1955 e DOOR BELL CEILING FAN W/LIGHT I 1 1 CEADDTIONAL 311 1 - - 1 I TOTAL 2266 1 I- - — — — — — — — — — — - � I I L- - - - - - - - - - - - - - - - - - - -i NOTE: ALL BEDROOM OUTLETS ARE TO HAVE AN INTERUPTR ALL GARAGE OUTLETS ARE TO BE 48"A.F.F.AND GFI 112312005 DESIGN METHOD WIND VELOCITY(MPH) 120 IMPORTANCE FACTOR 1 w EXPOSURE CATEGORY G INTERNAL PRESSURE n COEFFICIENT .18 MEAN ROOF HGT. 14' BUILDING WIDTH 46'-4" BUILDING LENGTH 69'-11" ROOF SLOPE 6/12 ENCLOSED STRUCTURE OPI[NM.NbfEE; 1.DE4ERAlC01RMCiOq YIylNNRYM10EiENEOM EIgMN OR EMIED EBFVNE iTM11N0/Wy WpIK 21001 YEAMD LOCAL LAM WEgYMH LOCAL A0000E! EDTA 7fATE AND LOCAL.IIND OOIEIT YIITII All LOCAL AUD101tlTIE7 NAYS THEC InPAM 1 R IS ME COARACiOM EO[l l!!OONF ! ERECTION! C DE E TOWMNTIG WIEY EVlDW NoCO9*"9NPAlITSDLUWVWCt0TIQI DE! EVT s NiDT LEAtED ro TIE AOORE]N a wwttEv9t TEIA�OMRr ERACNO.WTE.OIITlD=nW 4AVEE WCESWY.M=WrMK EWilaNEMaM%111WW1L"a"Tw mapam anE Cownvc m AF1E71 OOiIETOM a PIIO.EGT. ♦ALL 0604101413 ME)NEVATiONE ENOVM ON TN!EnnlOnA k Dg4MVi0E EWLL 6E vs"ED AID WILL O Nwm TO TIE Ntov=R IAL ONM411a SEAL TMS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION R301.2.1.1 OF THE FLORIDA RESIDENTIAL BUILDING OODE TO J� WITHSTAND 120MPHWNDFORCE. Q J Q STANLEY P.H ELLE ARCHITECT.#9033 3350 RODEO ACRES DR. - ORMOND BCH., FL 32174 U SCALE:AS NOTED w W UE- 1