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HomeMy WebLinkAboutBuilding PlansTYPICAL FRAME ROOF: SHINGLES AS SPECIFIED 'M8 ROOPING SHEATHING 2x8 RIDGEBOARD 2x6 RAFTERS ® 16" ox. OR AS REQ'D FOR SPAN 2X4 COLLAR TIES ® 48" ox. 2X6 CEILG JOISTS ® 16" ox. OR AS REQ'D FOR SPAN w/ 2x4 RIBBON TIE R38 BATT INSUL. 6 MIL POLY V.B. 1/2" DRYWALL TAPED & SANDED TYPICAL 2X4 SIDING EXTERIOR COMPOSITION SIDING 7/16 " WALL SHEATHING 2x4 STUDS ® 16" o.c. R13 BATT INSULATION 6 MIL POLY V.B. 1/2' DRYWALL TAPED AND SANDED PROVIDE 1 " AIR GAP OR HOUSE WRAP AT ALL EXTERIOR WALL SURFACES TYPICAL 2X4 BRICK EXTERIOR WALL B RIC K VENEER 7 GAUGE CORRUGATED GALVANIZED METAL BRICK TIES 1/2' AIR SPACE 1/2" INSUL SHEATHING 2x4 STUDS ® 16" o.c. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL SILL ASSEMBLY: 1/2" DIA. ANCHOR BOLT ® 72" ox. 2x4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET WEEP HOLES AT SECOND COURSE OF BRICK MAX. SPACING OF 33" METAL FLASHING FROM TOP OF CONC. WALL ROLL OVER B RIC K LEDGE UNBALANCED BACKFILL HT. NOT TO EXC EED 8'-0" TYPICAL 10" BASEMENT WALL 1/2- DRYWALL 6 mil POLY VAPOR B ARRIER 2" x 4" STUDS ® 24" ox. BATT INSULATION 10" CONCRETE FOUNDATION WALL ASPHALT DAMPPROOFING R -VALUES: C LG. INSULATION R-38 1/2" DRYWALL INSIDE AIR FILM 2X4 STUD WALL W/ B ATT 1/2" HIGH R INSUL SHEATHING OUTSIDE AIR FILM 1/2" COMPOSITION SIDING TOTAL R -VALUE R -VALUES: C LG. INSULATION R-38 1/2" DRYWALL INSIDE AIR FILM 2X4 STUD WALL W/ B ATT 1/2" HIGH R INSUL SHEATHING OUTSIDE AIR FILM 3/4" AIR SPAC E 4" BRICK VENEER TOTAL R -VALUE TYPICAL. WALL SECTION DETAIL: R-.45 R-.68 R-13 R-4.6 R-.17 R-1.05 R-19.95 R-.45 R-.68 R-13 R-4.6 R-.17 R-1.0 R-.8 R-28.7 1310 SET ONLY NOT APPROVED FOR CONSTRUCTION RETURN THESE PLANS WITH 1310 KEMPLER LOT 365 VILLAGE OF WEST CLAY li'11111H� These plans and specifications have been reviewed and approved by the undersigned. It is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as "architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection Includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. Q JOHN BROOKS CUSTOM HOMES, Inc. 2001 am M cm am ROOF FLAN 1/r=r-off PAGE #6 :w k 4 J 1---------------------------------------------------------------------------- 1 1 ------------------------------------------------------------------ 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 t 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UNEXCAVATED 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 ' 44 o 1 1 1 1 1 ' �. 1 1 1 1 1 1 • 1 1 1 1--------- 1 1 , 1 1 , • 1 1 -------------------------------------------------------------- 1 1 I 1 ' .� 1 1 1 I 1 1 '► , 1 1 1 1 1 ----------------------J rl 1 1 1 1 1 1----------, 1 1 1 1 r► v v o ----- -�- - - 1 1 1 1 1 1 • 1 1 1 UNG✓ CAVA I ED I 1 1 t ---- COMPFWESSORS 1 1 -----------------------=-----'-'------- -------------------------------------------------------� -------------------- ------------ ------------ C-4 ----------- 1 EXERCISE ROOM 1 1 / 1 1 UNFINISHED � T \ , 1 1 , rT------------ 5ORALE 1 ' 1 ------------ 4 RECREATION ROOM ; 1 , 1 1 1 1 1 1 1 1 I i c 1 LOOP 1 1 • BATH #3 --- ---- TERMINATE 1 , I RVACv W1 1 1 1 1 Wrs UT1LI'1Y ROOM ; 1 ------------------ (roA --n 4 1' ' LEGEND O CAN LIGHT -�- DECORATIVE HANGING FLUORESCENT FIXTURE d CABLE CONNECT 6 DOOR SWITCH Q FAN UGHT VENT 1 _ TELEPHONE $ SWITCH $3 SWITCH SWAY ' -------------------------------- - - - - - - - - - 1 1 1 1 1 1 ---------------------------------------. I t � 1 _ ET 1 1 , , 1 t 1 UNRNISHED BASEMENT \ 1 1 1 1 1 1 , I I 1 , I 1 1 1 1 I 1 1 ' ' 1 1 ' '-------------------------------------------------------------------------------------------------------------J 1 ' r 1 1 - • 1 1 I1-------------------------------------------------------------------------------------------------------------------------------------------------- , 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 t 1 I 1 1 1 1 1 1 1 1 1 ' 1 1 1 UNEXCAVATED t 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 - '---------------------------------------------------------------------------------------------------------------------------------------------------------� Z Z ZZ SID SET ONLY NOT APPROVED FOR CONSTRUCTION RETURN THESE PLANS WITPI SID KEMPLER LOT 365 VILLAGE OF WEST CLAY April 11 1 2002 O N N INC W • These plans and specifications have been reviewed and approved by the undersigned. It is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result In the termination of such construction the seizure of the buildings. © JOHN BROOKS CUSTOM HOMES, Inc. 2001 FOUNDATION ELECTRICAL PLAN 1/4ff = r -01y PAGE #9 i i i A i i i 4 i 4 J i GENERAL NOTES 4 CONDITIONS • Z :J I •�, The 1995 edition or the CAGO One and Two Featly Dwelling Cods book as used by Marton County, hereafter referred to as 'CABo', shall govern all structural work. When in cluostomt, all work Will be referred to this book. Subcontractor acktmowlocdgss that print& stamped as BLD SET ONLY are not to be used for final construcuon. It k the reponnsbilttg of each Subcontractor to ase that he obtains A final print Mariped APPROVED FOR C•ONSTRUCTI N. Puehase Orders ae require& ltvoile""be rejected if no P.O. number is provided. Subcontractor agree to provide a signed Annual Subconlractor's Agreement and a euarnwt tnsurancs eertifieats. Crawl spaces shall have a clearance of 30' between grade and bottom of floor joists. dotton shall be covered with cal, -nil vapor barrier and pea gravel. Block, poured concrete or PWF shall be acceptable and at the 6ulidoes die reaom Permanent Wood Foundation as described In plans and drawings. fit' gravel bed under foundation walls in Ilou or concrete footers. Concrete rootin es, miter used under load boring walls, shall be at a minimum depth of 30' below grade. (Fig. 4023.14 page 26) Ekcavation shall be performed in a timslj and neat fashion and shall be executed to minninize disturbances to the trios marked to remain, the Owner'& prop" and adjacent property. All excavated material shall be spread on the existrg property where possible. Subcontractor shall furnish all labor and perform all work required for desolating the framing, blockl% exterior trim and siding, setting all windows and exterior doors and Isytrng black paper over roof sheathing. All lines shall be true to dimension, level and plumb. Jaime and raftan, except cantilever, shall be installed crown up. Double studs at openings, all angtere solid, staggered Jfot+w to plaice and built up girders. NStltrg and frawirg eormrarmirg to highest stardrds of craft. Solid blocking over all exposed beans and curry 8' OCL of any Joist &parr. Solid blocking on each side or doors and window to support curtain hangar. Blocking for paporinamger and towel haingors. Olocktng at base of each inside corner to catch baseboard. 4' x 8' x fit' T t G subfloor, glued and nallod G' OC. All joint& shall be out with close tolerance. All header level and tight. All studs, blocking, etc. shall be perfectly flush to accept sheetroek. Stair columns and rail column shall run continuous to lowest possible point and secured into floor ecjstam and bokecL Position cripples beneath windows to allow electrical boxes to be cantered under window Roofing underVior t material shall be 300 asphalt saturated or organic fel. unded"ont. should be applied over the entire roof as soon as the roor sheathing has been completed with at least 2' top lap at all horizontal Joint& and 4• side lap at and joint& In the undorlawgment. The u ndertaywent should be lapped 6' from both sides over all hips and ridges. Cab roils are to be used to hold the underlsywant seaursly in place until shingles are applied. lowest toe bonds shall be at roof's edge. Subcontractor Is to coordinate and work with the kober w4nAler In coder to use lumbar as the suppllar intended and In the most efflclent manner. All out offs longer than 2' ft shall be kept M an orlp tzed mlarMler for Lader we to allure that waste Is kept to a minimum. All materlals that ars to be thrown away awe to be placed In the designated area and not left scattered about the Lot. Floor, catling and girder Joist sperm shall be determined bg tablas 802.3.1& Brough 502.3.11b, pages 31-40 and constructed in acdordanco with Fig. 802.2, page 36. Sub floors over Joist systems shall be 3/4' OSB tongue and groove 4' x 8' &hest&. All exterior boring walls shall be 2' x 4' lumbar, 16' on cantor with treated &Ill plates and double top pL&o& All exterior walla &hall be fitted with iown bracing at corner or 16' pkjwood at out&Ido corners. Interlor non-bearing walls mag be constructed with a Nngle top plate installed to provide overlapping at comer and I tareotlons. All stud walk in shower and tub a -am receiving the shall be if on canter. All walk containing plmbing waste, vent& or supplies shall be 2' x 6' All floor systems shall be constructed with TA floor Joists. All installations &hall be in strict accordance with the mamuracUrer's rsce wondatlons. Table 602.6 shall determine allowable header &parrs, page ". Load boring headers ra not required in ran -bowing Interior partit m& Allowable uurupported &parr for calling Jaime shall be determined by tablas 602Aa through 802.44 pages, 93 to loo. Allowable spans, for roof rafters shall be determined by tables, ewAo through 604.24 pages 101 through 130. Roof daeki� shall be W* 060 Aspenite or its equlvaLent. All attic space shall have a net ventilation or not lass than I to 300 square faert. A readllg accoseble Sees" not lass than x 30' will be provided to arg attic with a clear height over 30'. All structural steel to be delivered to the site with factory applied shop prime coating. All exterior dock& shell be eonsb ucted using Eb-icy Simpeonm or an oquNalent Walden fastener. Do not face nail finished dock materials. All material deliveries shall not be placed whmer+e they will hamper Installation or underground utilities. MVAC Subcontractor shall design and install two 0) complete furnaces/arconditloning systems; ons will serve the fist floor and basements the second shall serve the second floor. Include all res ductwondw„ insulated to R-8 whei+a in the attic, as well as all fastanners, connectons, connector, ole. The sy&tan shall be a complete operating system mertirg the heating and cooling need& of each floor. The furnaces shall be 110% onergy efficient and air -conditioner shall be 10 SM;;-, Thermostats shall be prograsmfadple. with night sotbaeks and shall be capable of future conrmection to a whole house electronic control s9mon. In addition to the duetoork required for the heating and air conditloning "tows, provide all required ductwork for all bathroom exhaust far to the exterior using Fakachm whole house unit. Provide venting for range hoods over kitchen cocktcp to the exterior (where appropriate) and the dryer venting to the exterior. All supply register to include multi -vas daspon. All will register to be mhos but paintabla. All supply and return boots aro to be cleaned. painted black and covered after installation to prevent debris f1ron enlaring. All PVC root penetrations awe to be covered with load boot or the appropriate slze Subcontractor shell provide to Guilder a comprehensive layout or the supply ad return system with his bid and prior to the start or any Mori;. PL1A• O NG Provide and install all scheduled plumbing fixtures and all recesses piping, drains, traps, hangars,, etc. to provide for a eomplote plumbing syston. All water supply piping to be Wbibo or equivalent. All OWV piping to be schedule 40 PVC. All vertical mark& adjacent to living areas to be cast iron. Provide flexible gas piping to all gas fireplaces and appliance IocoMon s as Indicated on plans and drawings. Provide for renew underground Water and Gas Service All walls c m"Inig plumbing we", vents or supplies shall be Y x 6' and for all locations where holes aro bared for piping greeter than V2 the plata widL'% 1-V2' logo stud Surds shall be installed. All PVC roof penetration are to be covered with lead boob or the approprtate size. Fixtures as per Plumbing Schedule on plane and drawings. • &TA1.,_. Each room dselgnatad for correction to the system shall have two ren each of C4tegory3 (CAT -6) twisted pair wire for data and telephone and two RG -4 comclal cable for video (including future video cameras for eeor9tg or other ueo.) The audlotvideo portion of the egsdaw &hail be IEEE 1394 compllad, also known as 14AVI architecture. Installer shall be C EDL4 certified. INSt8AT10N Nouse exterior wills shall contain trot loss than R49 and be covered with h' rigid insulation board or Its equivalent. Calling insulation shall not be loss than R-38 In olther batt or blown form. Drage exterior walk shall contain RAS and R-30 calling& below living &passe. Fie protection caulking as required DRYWALL Subcontractor shall furnish Al labor and materials for shsotroek application aid finishing. Suatbc intractor shall NOT install Durodk in shown and tub surrounds, as the installer will do Chia. All boards shall be screwed in. No hammering or ecreuuma. Ceilings shall bo smooth with no visible seams or pmehoc All corners in both walk and callings, regardless or angle, shall be straight and uniforn. Any defect In framing that would prevent this shall be pointed out to Guilder prior to the start of hawging. Subcontractor shall cleanup and remove all debris after completion. Subcotmtractor shall ass that all electrical and other such boxes we fres from joint compound upon completion. PAINT Suboorntrac*w &hall wpplg all labor, matarlels and equipment necessary for all caulking, primfng, painting aid wood finishing shown or specified Surface& not spoelflcaliy mentioned W -all be the same as similar surface&. All work done bg Wiled workmen. Materials should be applied evenly under favoring weather conditions aid allowed to dry thoroughly between coat&. All surfaces properly prepared log cleaning cutting, stopping, filling, etc. All holes, ssamms, pockets and defects filled. Sanding before each coat. Finishes should be of uniform gloss and color, free from AM dirt„ brush or roller Mario, etc. Cooperation with carpentor in soiling and priming Waco& before and Immediately following installation. Proteetlon or surrounding work from damage bg paint_ Remove all hmrdwwm� accessories, nxurdW etc. or proper protection of such items not intended for palming. Reinstall all removed items. Mask tracks and weather strips aid window. Caulking shall be of high qualttg white latex. installation of caulk at all vertical joinrti: bewmeon adjacent materials; at all jambs or all window and doors; at all Wile and around thrssholab, and all vertical and horizontal trim joints. One (V coat tinted primer and one lU finish coat on all wills and callings. Color and finish tWe to be determined bg owner. htartor trim aid doors to be painted/stained as per Paint Schedule. Finish grade to a level condition with a positive drainage &may from house. Finish grade, Good and Aram. DRIVEWAY Excavate and -wove all dirt as required for the Installation of the amphalt and sbstrata. Finish asphalt height shall be flesh with adjacent ?Idsh grads. Provide and install a now, asphalt driveway as shown In the Drawings. Provide and install two OW layers crushed and compacted stone beneath new asphalt. Provide two (2)- 1 lei' layers or hot asphalt. Roll each lager tndspendentlj with rolling mashie to insure even and comparted installation. GENERAL SID NOTES 1. Thio set of print& if for bidding only, not construction. 2 Make notes directly on the print of any changed, corrections, additions, deletion& or other modification& that you feel would improve or clarify dour work. 3. Sign and return thio set of print& with your bid. S. Bide should be itemized. 6. Sid basements and bonus room independently. 1. You will be given an updated set of prints, if needed, prior to work starting. SID SET ONLY NOT APPROVED FOR CONSTRUCTION RETURN TNF.SE PLANS WITH Sip LOT 365 VILLAGE OF WEST CLAY April 11, 2002 These plans and specifications have been reviewed and approved by the undersigned. It Is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection Indudeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © JOHN BROOKS CUSTOM HOMES, Inc. 2001 O■t Mfi st bw GENERAL NOTES U4" = Y-eff PAGE #12 i M u/s of odhryjotsts V4 a~ mold bd2 fide= board u/s of ceYlrgJdshs rr dais c x" i "E floor L FRONT ELEVATION u/s of cdYrg Jdshs s -d M! void i -fT of floor sh aft u/s of calkViow" crown w/ Pw flewft owrmwbowd . d plait lap VW/aoqx -tnp of floor *wafhlnm_ RIGHT ELEVATION KCAL .. V4' - V-08 m Dn °° Qm� -st 7, �Cr(D C) 0?�. lCon� � rn Hy l �cn00 �- 5 Z BID SET ONLY NOT ,4PF+ROVID FOR GONBTRUCTION RETIJRN THERE f'L4N6 WITH 1510 KEMPLER JOB ADWSS LOT 365 VILLAGE OF WEST CLAY 1AST REVIS April 11, 2002 These plans and spwfications have been reviewed and approved by the undersigned. It is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as "architectural work" under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection indudeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © JOHN BROOKS CUSTOM HOMES, Inc. 2001 go bw IN bw FRONT ELEVATION RIGHT ELEVATION 1/4n = Y-0" PAGE #1 .y i k u%s a�f adlrgJobts - — – � 1 r r I 1 top of fir . 4wa d*9 t 9a-. rRr. brn9 - u/s of cdirg jo s - — — hard pi sk&V M ! board REAR M"ATION ridge Idplank lop my w/ 6 exp. 4 crown mold - — - -- -u/s of ce tjdstm i yuttler bocrd W crown mold _ top OF&W W 40a'ift — I frle>,e board u/s of Gealtg jow" - — corner board r i tap of floor AwatNrg lE ai WT I E ■E E � ■ M■o ME LEFT ELEVATION SID SET ONLY NOT At'PROVW FOR GONBTRUCTION RE11RP1 TNEBE PLANE WITH 510 KEMPLER JOB num LOT 365 VILLAGE OF WEST CLAY LAST REVISION April 11, 2002 1 These plans and specifications have been reviewed and approved by the undersigned. It is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. JOHN BROOKS CUSTOM HOMES, Inc- 2001 na2001 lgo Yt ilii M REAR ELEVATION LEFT ELEVATION 1/4n = Y-eff PAGE #2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 to 1 1 1 1 1 , 1 1 , 1 1 1 1 1 1 t 1 1 1 }± 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 L1 ------------ 1 TIME ER WINDOW WELL. W/ ALL POCKETS BY 1 CONCRETE WALL GONT� 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 s 1 O 1 1 1 1 1 m 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 c ----------------------- 1 t 1oil 1 1 1 A/c 1COMPRESSORS 1 1 1 1 1 ----------------------- 1 I I 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 -- 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ZZ1 1 1 1 1 1 _J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 .J 1 1 1 , 4 GENERAL FOUNDATION NOTES. - ALL SOIL IS BASED ON 2800 PSF., AND CONCRETE IS aASED ON 2800 PSF. V 28 DAYS, FOOTERS ARE 16 WIDE AND & DEEP UNLESS NOTED On-BZ\h UE ON PLANS. 2) aASEMBVT WALL. I-lEI9H T AS NOTED ON PLANS. W/ SHORT WALLS 0 CRAWL SPACE OR SLAB SELOW FROST UNE AS REQUIRED. 3) THE CONTRACTOR SHALL VERIFY AL.L CONDITIONS AND JUDGE FOR THEMSELVES. THE SUITABILITY OF THE RAMS IN RELATION TO THE BUILDING SITE, AND EXISTING GRADES. 4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BULDNG, DUE TO VARIATIONS IN DIFR3ZENT AREAS. THEY CAN ONLY BE A GUIDE. AND N NO WAY DICTATE ANY OF THE LOCAL AND/ OR STATE BUILDING CODES. IT LS THE CONTRACTORS FULL TO REVIEW ALL PLANS FOR ACCURACY AND CLARf1Y. AND TO INSURE-- ALL SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK 5) ALL STRUCTURALWIC-J" t$FR5 ARE GAZED ON AN ASSUMED NEED, AND MAY CHANOE, AT ANY TIME. IT 19 THE CONTRACTORS RESPIONSIBLITYTO VERIFY ACTUAL NEED AND SIZES F NOT S C1WN. 6) ALL. WINDOW SIZES LISTED ARE AS MANUFACTURED BY PO= UNLESS NOTED OTHERWISE.AND MAY VARY BASED ON SUPPLER ALL RNLSHE.S AND ROUGH OPENNGS MUST BE VERIF D BY OWNER/ CONTRACTOR 7) All_ WALLS W/ BRICK ARE 7 -VZ ; ALL OTHERS TO BE 3-1/7 UNLESS NOTED OTHERWISE ON PLANS. 8) ALL CEIUNC-sS ARE 9 MAN LEVEL_ AND 8 UPPER LEVEL OR AS NOTED ON PLAN FOR GIVEN AREA 9) ALL D19CIREPANCIES ARE TO BE BROUGMT TO THE ATTENTION OF THE CONTRACTOR IMMEDIATELY BEFORE LS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN. 81D SET ONLY NOT APPROVED FOR CONSTRUCTION RETURN THESE PLANs WITH 510 KEMPLER LOT 365 VILLAGE OF WEST CLAY April 11, 2002 w 0 x 0 H U O N N These plans and specifications have been reviewed and approved by the undersigned. It is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as 'architectural worts under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection inciudeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © JOHN BROOKS CUSTOM HOMES, Inc. 2001 am so no 11111M FOUNDATION PLAN 1/4ff = r-eff PAGE #3 N N m 22-,4.! 00�rwJ F P I GENERAL PLAN NOTES: 1) THE CONTRACTOR SwAL.L VERFY ALL CONDITIONS AND JUDGE FOR THErjSEL.VES. THE SUTABLJ Y OF THE PLANS IN RELA11ONSFIP TO THE BULDIN6 SRE. AND EXSTING GRADES. 2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF THE BULDING. DUE TO VARIA11ONS IN DIFFERENTARFAS. THEY CAN ONLY BE A GUM AND IN NO WAY DICTATE ANY OF THE LOCAL. AND/ OR STATE BU .DINT' CODES. IT IS THE CONTRACTORS FULL TO REVIEW ALL BANS FOR ACCURACY AND CLARITY, AND TO INSURE ALL. SUBS ARE CLEAR AS TO THE SCOPE OF THEIR WORK 3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEW AND MAY CHANGE AT ANY TIME. IT IS THE CONTRACTORS RESPONSiBLrly TO VERIFYACTUA- NEED AND SIZES IF NOT SHOWN, 4) ALL WM)OW SIZES LISTED ARE BASIC GLASS SIZES AND MAY VARY BASED ON SUPPLIER ALL FiNISF-ES AND ROUGH OPENINGF MUST BE VERIRED BY OWNER/ CONTRACTOR 5) ALL WALLS W/ BRICK ARE 7-V7. ALL OTHERS TO BE 3-V2 UNLESS NOTED OTHERWISE ON PLANE'. 6) ALL CEILINGS ARE 8 MAN LEVEL AND 8 UPPER LEVEL OR AS NOTED ON PLAN FOR GIVEN AREA 7) ALL. DtSCREPANCES ARE TO BE BROUGHT TO THE ATT ENTk:)N OF THE CONTRACTOR/ DESiGNF_R P IMFDIATELY BEFORE =INSTRUCTION IS TO RESLM TO INSURE PROPER STEPS ARE TAKEN. 2,141 S.F. 11 1510 W ONLY 11 NOT AFIDIWVW AOR CONSTR=TION 11 PZMN TW -ft PLANS WM4 1310 11 171,,EMPLER LOT 365 VILLAGE OF WEST CLAY LAST REVISIN April 11, 2002 These plans and specifications have been reviewed and approved by the undersigned. It is understood that any changes to these plans atter work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection inciudeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © JOHN BROOKS CUSTOM HOMES, Inc. 2001 go Yn MAIN FLOOR PLAN Ibr=r-off PAGE #4 .y .y i 1 4 CHIV INEY CKASE cl 141 '. to � -------------------------------------n� r 14.'-8- m aQ BEDROOM #4. A m5 '---- ----EY ------- ----------------------- ��. �R NED PORCH B&QW— n KNEE, WALL -- y -------------------------------------------------------------- ° STAIRS TO I lArW 5TORAE5E F�-] LN a, HN.L- OPEN RAIL FLAT CLS. b m 6 WALL t j BEDROOM #3 L BEDROOM #2 CATH. CLO. t!t C. CLG. C.A�ET m 54vo s4v C.ARs�T cV --------------------------------------------- 17-01/7 4' T 5'-O' -7' 4 17-0 V2' .- lifl ------------------------------ ----------------- - - -- -' -- --- - - - LINE 8' 0.G. LINE 8 CIG. &ATH #5 SLOPED GIG. LINEN VINYL _ � LINEN 77 KNEE WALL1 71 KNEE WAIL D ATTIC SPACE 4ATnC SPACEw, 5T W/ BENdH ST04A6E i COH2422 COH2422 RTP ABOVE RWABOVE RTP ABOVE LM wvi � M '-------------------------------------------------------------------------------------------------------------------------------------- 1-112 L _ 1C -T L 4-110 L 1171' L 4'-11• I, 7-6 V7 887 S.F. FINISHED 640 S.F. UNFINISHED BIP SET ONLY NOT APPROVED FOR CONSTRUCTION RETURN TI4EBE PLANE WITH 1510 KEMPLER JM ADDRESS LOT 365 VILLAGE OF WEST CLAY LAST REVISION April 11, 2002 These plans and specifications have been reviewed and approved by the undersigned. It is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © JOHN BROOKS CUSTOM HOMES, Inc- 2001 na I I 2001 Ort � Q SECOND FLOOR FLA 1/4" = Y-0" PAGE #5 :y :y .y 4 KEMPLER LOT 365 VILLAGE OF WEST CLAY TYPICAL FRAME ROOF: SHINGLES AS SPECIFIED V*4 ROOFMCs SWATHING 2x8 RIDGEBOARD 2x6 RAFTERS ® 16" ox. OR AS REQ'D FOR SPAN 2X4 COLLAR TIES ®48" ox.2X6 CEILG JOISTS ® 16" ox. OR AS REQ'D FOR SPAN w/ 2x4 RIBBON TIE ST REVISION R38 BATT INSUL 6 MIL POLY V.B. 1/2" DRYWALL TAPED &SANDED April 11, 2002 TYPICAL 2X4 SIDING EXTERIOR COMPOSITION SIDING 7/16 " WALL SHEATHING 2x4 STUDS ® 16" o.c. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL 2X4 BRICK EXTERIOR WALL- BRICK ALL• B RICK VENEER 7 GAUGE CORRUGATED GALVANIZED METAL BRICK TIES 1/2" AIR SPACE 1/2" INSUL SHEATHING 2x4 STUDS ® 16" ox. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL SILL ASSEMBLY 1/2" DIA. ANCHOR BOLT ® 72" ox. 2x4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET TYPICAL 8" BASEMENT WALL 1/2" DRYWALL 6 mil POLY VAPOR B ARRIER 2" x 4" STUDS ® 24" ox. BATT INSULATION 8" CONCRETE FOUNDATION WALL ASPHALT DAMPPROOFING R -VALUES: C LG. INSULATION R-38 1/2- DRYWALL INSIDE AIR FILM 2X4 STUD WALL W/ BATT 3 1/2" HIGH R INSUL SHEATHING 'D OUTSIDE AIR FILM 1/2" COMPOSITION SIDING TOTAL R -VALUE: it I 0 4 4 TYPICAL WALL SECTION DETAIL R -VALUES: CL . INSULATION R-38 1/2" DRYWALL INSIDE AIR FILM 2X4 STUD WALL W/ 1/2" HIGH R INSUL OUTSIDE AIR FILM 3/4" AIR SPAC E 4'' BRICK VENEER TOTAL R -VALUE: B ATT SHEATHING R-.45 R-.68 R-13 R-4.6 R-.17 R-1.05 R-19.95 R-.45 R-.68 R-13 R-4.6 R-.17 R-1.0 R-.8 R-28.7 130 SET ONLY NOT AFIDROVM FOR CONSTRUCTION RETURN TWESE PLANS WITH 1510 w O x 0 H O N N U IL1111VA These plans and specifications have been reviewed and approved by the undersigned. It is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These plans are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Act, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these plans can legally result in the termination of such construction the seizure of the buildings. © JOHN BROOKS CUSTOM HOMES, Inc. 2001 am bw ROOF PLAN I/r=r-off PAGE #6 i FRONT ELEVATION 6CALF-I 11h4' . IW RIGHT ELEVATION sc.,*v.E viz = r -a IBM) ser ONLY NOT APPROVED FOR CONSTRUCTION REtLIRPI T41ESE PLANS Ul1174 BID AB AIDUSS LOT 365 VILLAGE OF WEST CLAY LAST REVISION April 11, 2002 These plans and specifications have been reviewed and approved by the undersigned. It is understood that any changes to these plans after work begins may add to the total cost and to the time required for construction. These pians are copyrighted and protected as 'architectural work' under Section 102 of the Copyright Ad, 17 U.S.O. as amended December 1990. this protection includeds, but is not limited to, the overall form as well as arrangement and composition of spaces and elements of the design. Unauthorized use of these pians can legally result in the termination of such construction the seizure of the buildings. © JOHN BROOKS CUSTOM HOMES, Inc. 2001 FRONT < RICsNt ELEV. ELECTRICAL. PLANS 1/4ff = r -off PAGE #7 i 1 f 1 i i f