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HomeMy WebLinkAbout272 Bridges Lane - Permit Plans 761-2012 - Plans - 272 BRIDGES LANE 4/24/2012 DRAWN BY: SCHEDULE OF DRAWINGS MATTHEW HOLMES LONDONANDREW T11 TITLE SHEET (THIS SHEET) BO TO1N, MA 02346 TEL 517-569-54�82 ; Al FRONT ELEVATION _ _.. ,: RIGHT SIDE ELEVATION ....., .............. .v... .»..«... .. «. .»,.. arc......,. .... A 4 f.'; .. ------------- t--__-_--- A2 PACK ELEVATION _". _.._.:: LEFT SIDE ELEVATION/SECTION ;a AS FIRST FLOOR PLAN ...W. ....r..._ ..__..,.... .»..... _ - _ INTERIOR ELEVATIONS (KITCHEN) 777,777-7 A4 SECOND FLOOR A5 FOUNDATION PLAN .. ._...... ... .. f .. ,. ....... .. .... .... aft]''^IIIIII 1�.d i , mm� � ,. . �. ............._.W_ _........_._.... �.w.......... � , � .......-..... ., A6 SECTIONS _ - A7 SECTIONS I _ Me ❑ _ 4 A8 FIRST FLOOR FRAMING Ll rl A9 SECOND FLOOR FRAMING A10 ROOF FRAMING PLAN Z -- 0 lL. m /ALT C) o ROPO D ADDITI RA 10� N F U"6 K Cd CO CdCO o� SHAUN � co '' 2 twmm3` R1DU` EZ0"3 h L A IN' E !F_ Q) ALL DRAWINGS AND WRITTEN MATERIAL ARE. THE SOLENOR _'� '� LLI MAY NOT DE DUPLICATED,. PUBLISHED, DISCLOSED ORATH ER M Q USED WITHOUT THE EXPRESS WRITTEN CONSENT OF W PROPERTY OF MA HOLMES AND ANDREW LONDON & MATTHEW HOLMES & ANDREW LONDON I 0 ABBREVIATIONS BOLS Cr7 Ul AB. ANCHOR DET. DETAIL FIT T MAT, MATERIAL PART, PARTITION T.O.F. TOP OF FOUNDATION %� NORTH. ARROW INTERIOR ELEVATION —x—�. c.z-- WELDED WIRE MESH UJ F" � AF. . ABOVE FINISH FLOOR DIA DIAMETER FIG. FOOTING MAX. MAXIMUM PL, PLATE T.O.W. TOP OF WALL NUMBERS INDICATE ELEVATION ACT ACOUSTICBALE DIM. DIMENSION FND. FOUNDATION MECH. MECHANICAL PLAS. PLASTER T TREAD SECTION INDICATOR _ LETTER Al NUMBER & LETTER INDICATES PROPERTY LINE ALUM ALUMINUM DR. DOOR FURR FURRED(ING) INSUL INSULATION' P.LAM. PLASTIC LAMINATE TYP. TYPICAL THE DRAWING WHERE THE IN TOP HALF OF CIRCLE INDICATES ELEVATIONS ARE LOCATED CENTER LINE O- INT. INTERIOR PLBG. PLUMBING UNFINISHED N. H 0 ANODIZED DR DRAWER UNG G GAS JT JOINT PLYWD PLYWOOD V.I.F. VERIP"Y IN FIELD THE SPECIFIC THE BOTTOM NUMBER BSMT BTU DWG{S) DRAWING(s) GCLV GALVANIZED �� AECONTRACTOR LAM. LAMINATE P.T. PRESSURE TREATED VIM Vom � IN SECTION. ON WHICHALF H CONCRETE _ PLANT OR 5EC1'ON BIT BITUMINOUS' DF DRINKING FOUNTAIN GL GLASS/GLAZING LAY, LAVATORY Q.T. QUARRY TILE VCT VINYL COMPOSITION TILE INDICATE BLK BLOCK DW DISHWASHER GR GRADING LI LENGTH REQ'D REQUIRED VWC VINYL WALL COVERING THE SECTION APPEARS BRICK - PLANS OR SECTIONS W BLKG BLOCKING ELEC. ELECTRICAL) GYP.BD. GYPSUM BOARD MFR MANUFACTURER REF'. REFRIGERATOR WC WATER CLOSET CONCRETE BLOCK + 45.5 NEW SPOT' ELEVATION PLANS OR SECTIONS BOTT BOTTOM EL ELEVATION HDBD HARDBOARD M.O. MASONRY OPENING REV. REVISIONS W WIDE/WIDTH 45,.5 � EXISTING SPOT' ELEVATION --.: B.O.W. BOTTOM OF WALL ELEV. ELEVATOR HDWD HARDWOOD MAT. MATERIAL R RISER W,✓ WITH BM BEAM EMER EQUAL HVAC TIN.VENTHATINNG. MAX. MECHANICAL R.D. ROOM DRAIN w/o, WED WIRE MESH 45 NEW CONTOURS PLYWOOD, LARGE SCALE BLDG BUILDING Edi 45 EXISTING CONTOUR STEE14 LARGE SCALE CPT' CARPET EXIST, SING HDWR HARDWARE MIN, MINIMUM R.O. ROUGH OPENING WD WOOD CSMT CASEMENT or EKG. HGT HEIGHT MD. MOUNTED SECT. SECTION ROUGH LUMBER CK CAULK(ING) El EXPANSION JOINT H ELEVATION MARK M. HOLLOW METAL NO NUMBER SCHED. SCHEDULE 1 C+7 CLG CEILING EXP EXPOSED INSUL INSULATION NOM. NOMINAL SPEC. SPECIFICATIONS COLUMN COORDINATES & FINISH LUMBER UJ {!7 LOS CLOSET EXT. EXTERIOR INT. INTERIOR N.I.C., NOT IN CONTRACT STD. STANDARD REFERENCE GRIDI LINES COL COLUMN FIN FINISHED JT JOINT N.T.S. NOT TO SCALE S&P SHELF&POLE CONC. CONCRETE FA FIRE ALARM LAM. LAMINATE O.G. ON CENTER STL STEEL ROOM ER NOT�}INSULATION - RIGID 1 , , 2 1 Cl1 2 CMU CONCRETE MASONRY UNIT F.B.O. FURNISHED BY OWNER LAV. LAVATORY OH O SUSP. SUSPENDED INSULATION - BATT DO CONST. CONSTRUCTION FE FIRE EXTINGUISHER L LENGTH OPNG. OPENING THK THICK Lem DOOR NUMBER V) 0 CONT. CONTINUOUS FL FLOORING) MFR MANUFACTURER PTD. PAINTED T&B TOP&BOTIOM WINDOW TYPE SCALE COMPACT GRAVEL R OM cJ CONTROLJCONM. JOINT FLUOR FLUORESCENT M.O. MASONRY OPENING PNL. PANEL T&G TONGUE&GROOVE WALL TYPE DRAWINGS 0 GENERAL NOTES (Sae also Project Specifications If Applicable): 4. The General Contractor shall verify all dimensions at the site and shall notify the 16. The General Contractor shall submit to the Architect for review and approval, shop drawings Architect of any discrepancies before proceeding with the Work or purchasing materials for all manufactured structural elements (ie.: steel beams & columns, LVL beams, truss joists, 1. The General Conditions state that the Contract Documents are complimentary. or equipment. Verify critical dimensions in the field before fabricating items which Indust wood roof trusses, steel joists, etc,) in accordance with 78'0 CMR Section 116.2.2 entitled DItA"tVtNNC TITLE:2. .... fit adjoining construction. '"Architect/"Engineer responsibilities during construction". Provide the services of a Massachusetts Registered Surveyor to layout structure on site and establish existing elevations. Elevation of finished floor shall be established by 5. All details are typical unless otherwise noted and are not necessarily shown in the ,/17, The General Contractor shall notify the Architect Engineer of required inspections at least TM@ �1l oW Architect with elevation information provided by Surveyor. Documents at all locations where they occur. two (2) days in advance.. 18. All warranties, guarantees and service maintenance agreements shall commence with 3, The General. Contractor is responsible for all the work. 6. The Architectural Documents govern the location of all Electrical and. Mechanical items the issuance of the occupancy permit so that the Owner may receive full use of the item p p q position. installed as a part of the Work. for the guarantee or warranty period DRAWN BY: A. Build and install arts of the Work level, lamb, square and in correct osition B. Make joints tight and neat, if such is impossible, apply moldings, sealant or other 7. .___.____._._._J joint treatment as directed by Architect. Existing items which are not to be removed and are damaged or removed in the course 19. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: C. Under potentially damp conditions, provide galvanic insulation between different of the Work shall be repaired and replaced in like new condition without cost. A. Seal cracks and openings to make the exterior skin of the building tight to water and metals which are not adjacent on the galvanic scale. 8. Existing surfaces disturbed during the course of the Work shall be reconstructed and air entry. finished to match adjoining surfaces. Patched areas shall be finished in such a manner B. Provide adequate blocking, bracing, hailers, fastenings and other supports to install DATE: p p' g example, as to provide visual and structural continuity across the entire affected surface. arts of the work securely. Blocking, nailers, fastenings and other supports ........_... D. Apply protective finish to arts of the Work before concealing them. For paint door tops, bottoms, glazing stops, glazing rabbets, and hardware cutouts before P y p y g' bracing, g pp _._...-- 9. All voids created or surfaces disturbed resulting from cutting, removal or installation of shall be of a type not subject to deterioration or weakening as the result of REVISIONS: p mounting platen before installing parts over them. ----------- hangingdoors, and alit corrodible mount E. Where accessories are required in order to install parts of the Work in usable form elements as part of the Work shall be filled and finished to match adjoining construction. environmental conditions or aging. C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes and to make the Work perform properly, provide such accessories, if special tools 10. Except as provided in the Documents, no structural member or element shall be cut iiig p g p p are required to maintain, adjust and repair products, provide them. without written approval of the Architect. The General Contractor shall coordinate all and other products pass through or are being removed from existing construction. D. Provide chases, furred spaces, trenches, covers, pits, foundations and other F. Follow manufacturers instructions for assembling, installing and adjusting products. cutting and shall advise the Architect of any potential conflicts with new or existing Do not install products in a manner contrary to the, manufacturer's instructions structure. construction re aired in conjunction with the Fork. If such construction is not q unless authorized in writing by the Architect, g sizes and placement. shown on a Drawings, coordinate a with Architect or G. Adjust and operate all items of equipment, leaving them fully ready for use. 1.1. Demolition work shall only be carried out once all temporary shoring and bracing is in E. Provide and coordinate access doors and panels as required for access to equipment . place. Removal of all temporary supports shall be completed only after new work is secure requiring adjustment, inspection, maintenance or other access and as required for access PROJECT N H. The division of the Documents into Architectural, Structural, Electrical, Mechanical, . �'o 101223 Plumbing and Civil components is not intended as division of the Work by trade or and complete. to spaces not otherwise accessible, such as attics and crawl spaces. F. Check Drawings and manufacturers' literature for requirements for bases, pads, and -- -- otherwise. 12. All materials, equipment and workmanship shall conform to the requirements of SHEET No. I. Provide utility installations from lot line to house including underground electrical, authorities having jurisdiction of the Work. Remove supporting structures other supporting' s roc ores. Provide such structures.ores. Remo g g g j associated with relieved equipment' and patch remaining surfaces. water, telephone and. CATV to comply with all local codes and requirements. 13. All materials and equipment shall comply with the Occupational Safety d Heat G. As art of one year warrant specified t . J. Concrete shall have compressive strength of BCQ41 psi 0 28 days for walls and p y P y an Health Act, p y y p din he General Conditions, repair cracks and ,^ other damage cur as a result of settlement and shrinkage during the first year 4000 psi 0 2''8 days for slab work, and reinforcing rods & woven wire fabric ( including all amendments. after SubstantialuCorn Completion. per drawings. Where noted, provide hard steel trowel finish on slabs. 14. All materials and equipment shall conform to the requirements of authorities having p " 2O. All work shall conform to the applicable sections of the Massachusetts State Building Dai�ipprOanfiixg shall. be factory manufactured semi mastic consistency from asphalts jurisdiction regarding not using or installing asbestos or asbestos—containing materials.and mineral fibers, and installed on all walls and footings. Code, Seventh Edition. For residential projects, particular attention shall be paid to (Chapter 15. All paint used on all products and assemblies shall conform to A.N.S.1. Z66.1, 36 — One & Two Family Dwellings, especially Table 3606.2.3 "Fastener Schedule for Structural ' Piers for decks shall be concrete filled Sonotube forms. y g p y Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity, Members". ` Coo oan I0cm. n,.,, r. .. .. ._,.. r,. .. mr,mm...,wr.. ,A;� ��rr.: _ ,.:.,_ _. .__. .:.,_ � __._. .m.. ,. m .._ �r . .. ... .._ -.... 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DRAWING TITLE: .: ...:, _ -- .r_:: . ..... .w,. __.___ ___.._ ........ _ _. 0 1 x 8, FASCIA w,/ 1 x 2 DRIP Pent Mawa n - - a ALUM. GUTTERS & DOWNSPOUTS �-_�._.._..__._ p � _. .. - Q G (NOT SHOWN ,... ...... _. _.... - — a y� � - . . � ..... ,..., _, ..__,,........-.............. SECOND FLOOR a � C) . ___.._._.. .____ :. _ - _ _ _ w.. _ ..___�. --... _.......................__... — _...._ . _._ _ BY' mik & a _..___ ..... .._ .__...m _ _ __.__._ -..—_—____--.. ___..__ _. _ -. __.. __. _ —._._ BER BOARD _-__ _ ___.-_ - -_--_�_��-------� a--COORDINATE DOOR HGT, WITH GARAGE��T ________ -CEMENT FI 1 _..__ -_ -....._ CLAPBOARD SIDING (EXPOSURE .._...__-__._._.___._____. _ _. .-._-___-_-.-..-_..-....SLAB __..._-_ _._�--__.--.._.._ __-.__-_.._ _. ___.-.-_ & COLOR TO MATCH EXIST. 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I .r c- U) d 0 � 1 1 I d � I 11 L C — 7. u I I m I I I BASEMENT SLAB �` Y Q) 6 ___.___. ._—_ _ T .� 1", BACK ELEV'ATIO � M > J ,�^� SCALE: 1 f4"' = 1 n--p" 0 <� C -0 - , LA w 0 4 z I- I CONTINUOUS RIDGE VENT . . U) _. ._ _ _-. ... .m....-� _...- .. .. .... . .. ....... . ._. ..._.. �,.,�.-._ ._. ....... . p»,..,.ry ,.�..,-,w,: ..... ,,.... ,,..1.1 ,,,�.... .. .... ..... ..:... ._.,,-wo,,. -. n,_»_ _ . .. �. ._........ ...........___._.__.._._.... __........._-- _..___...- ------_.m. _-..__. ____._._______ -___ . __- -- . _. _.w_ �._.�__- _..._._-. ......,.-._-_ _._._.._. .._.._n.-_ _.._.._._...w_.__._m______._ __u.._..._ _. _ _.m m _ ___.. m.. _. _ .- ... --- _ W _ .._..._ .- .. _..... µ,_,.._, . ... .. .... .. ..... .. ..._ __._.... a„mow .,.... ,..n,. �.,. w., .,.n,,.. -... .._ ..�,.:.: �M,-.m_.... �.J_.__.._ __...._._ ,,....... ____ - _.__...__ _ _m __ __._.___ - - ir} ._ .... . : ..._ w .u. _ _._..... :_... _ . ... . ...... . -.. ... : ..... .. . .. . . .. .. . _ �. . -. ti _.m. _ ... __.. _ ._. ....m. __ m _____ __ ____.._ __.. _._._ .._ _ --_ .� .a. ,.,....... _ .....-. _ a».40 YEAR ARCHITECTURAL ROOF SHIN ... S^a _, - ",- :"._. -. �,-_,:. -._ .... .........._.. _. ...,---._.nw�-�_...._.. ....-:_-4C� YEAR ARCHITECTURAL ROOF SHINGLE ,",----_- ---- - _ �.LI -.._- ---._ --_._ w.. .. ____._ � -.. - . . .. w... .. . .._ __.._ _..._ _. _. _. ___...__.: _..._..._ ._.___..m: .... DRAWING TITLE _ .._..__ . u ,.. ..... , _ :, _.. nl ____ : wwm _. _._ _._..,..,......,m.m , m. .. ICE WWA'TER SH4ELCy o n n C7 _. _,, ... (MIN. 3'-Op UF' ROOF FROM EDGES _., ._..__ . .__._� _. __".__:, �. .� y .,.:.. „ a. . ,-.,.. .rv: _.._m.. ... -__ I x S FASCIA wl 1 2 DRIP E"[awa anises c I . _. . . . . ALUM. GUTTERS DcvrNSPpUTS _.._._....___ . ... ...._ :m . .. .. . .__ - _ ....n_.� .._ .:-:: _.._..._ ....w (r T SHOWN) r ,wry � . . _..', . __ _--- CEMENT FIBER BOARD __.:..___ __._..__. •• CLAPBOARD SIDING (EXPOSURE . —S E C TI O I CUT TH R lJ [ �___-__ __ _ _ ______._.__ ......: _ _. EXIST. STRUCTURE ..:: .._._ COLOR TO MATCH EXI /ST. SIDINGS DATE: �` mm __... ICI E P C►R C H,. __I _.....w ..__m.... ...r._. - ___ _ T .. — _. _._. ', _ __ __....___.__- ._._.____ 1 x 1 x CORNER BpARD REVISIC?NS: (TO MATCH EXIST. HOUSE) _.__.._. .._-__..._ _-__.._...._.._._._._._._ ___.-.... ---- ..... .... . .. .. .._ FIRSTFLOOR _. _ _ _ —_._......_ _ ------------------------------------_—_-.-—__..._—..—_ _ �(TO MATCH EXVST.) -- - I FIB 7JECT 010I I SHEET No. ----___-_.__.__-...� LEFT SICK ELEVATION SECTION THRU EXIST. STRUCTURE l.nik'JBI IIAV0u.L�i��on 00c. ............•^ a uwatiu ammmupmmmmrm -aimw d IDIOM I Ell ✓Wf' ✓%%%% ✓ < � > ✓ ✓ ti / _ WALL REFRIG. OVEN MIC. OVEN / \DISH/ ✓ o f ✓ \ / \ ✓ _ EXISTING ADDITION B' IN E1/4 RI�RE LEVATI+ N �(KT HEIW INTERIOR ELEVATION (KITCHEN)HEN) IN ERI R ELE ATIO..I (I I CHEN As 31'--6" ° 19"—0" 12'--6" 3"---9`° 11'_'6" �3'-9" 6"-11" 60_7,° FUTURE CHECK CT IN S 5228 A3228 BUI -INS BUILT INS A6 ca R c3c WIND " .. B fUN _d EXIST. WALL. NEW HEADERS & FRAMING (OPTIONAL) (OPTIONAL) A6 ALL- SEASON 8 � =N AM; IRE � R OO PORCH WALL AS NEW w/ TEMPORARY SHORING OF A7 (HARDWOOD, T.i ',E.) EXIST. STRUCTURE. I i" -`� DH326d C�H326C7 I �d i f51 d Q -� J. ,._ _. — _ .. , � `�' . .. . ,.._ .,.. 4,.. ® . . _ .,. .. , . . - "� 2x6 STL D WALL I (BEARING) vi I d ` I I _ SIDE,� , STUDY FWG 1206 � I]C) L ,F 7i DH3260� I � _. � ® — - - - - jL1 �- ...I.... 2-26 8 CO VERGING uy (HARDWOOD, T.M.E.) , i EXIST. WALL TO BE ADJUST _.. 0 l� F9 F POCK T DOORS �... I *- `� TO NEW OPENINGS. EXIST. pia ) I N I GARAGE DOOR TO BE REMOVED NCO RS) � ( 06 (PANqL EXIST. G NE '✓�" (7 °l I)TT�I G ARE NEW��r Eq D. (SEE FRAMING PLANS ( ., I"�'E �!Y f(HAF�'DWC70©° TryI�.E. �. 4 RE-FRAME NEW LAYOUT... �s � *-� 1/2" 8°-9 1/z" � °_ " _..- „ -..I NJ- -,NT. _T). I 12 8 3/4 -P� a d DINING 75 ROOM � 20-5 �_�- I 2'-5 3/4" UP 2'-6 3/ 2x6 S(BEARIN � WALL co � Z.5 " �' ,�°+r, �[ **ALL CABINETS & FIXTURES TO ) �,,,,J � RE-USEDBE UUNLESSOTHERWI E EXIST. ITCBBEN I r-g NOTED M1q -N NEW LL c _.. `� . m.... Ul PANTR FILLER PANEL OVEN I � `*a " MIC. ` I` CR ' `� HAL -s /4 R w , (CERAMIC OR _-_-- __�_ I Z 0 OLD STONE TILE) HALF co ,BILEOTENSIB NL (CERAMIC O,RI 0 ' PAN I STONE TILE) I I co / O R AD _ pp w� g 38 R -' BATH c�v � NEL I LA rIDR EXIST. - A3 i ' (CE A�M1 LE) - _ Lu FAMILY 1032 I _ I (HARDWOOD, T.M.E) I RAM 4'-91/4" 42I T. Tlf . . z SHE �/iNG ARI? OCDC}. STUD:Y L Q I SHELVING I 3' 4 1 2" 4'--1" 4'-0" 14'-0 1/4" `A I " " 830 «I I f .' M U C) I " 5— 1/4 cqr �„ Z 82 I 1831 J I 2— 14" ," BROO /PANTR — I ROOM ' 2 CERAMIC OR STONE TI'L H C183 C1836 3068-2 a C� EXTERIOR DO S i ca NEW P O R C H I I (M HOGANY 0R COMPOSITE DECKING) c0 10 2--CAR 2--CAR GANG E _9 (SLAB �ON GRADE DRAWING TITLE FphA Moor [Man & Kotchon 6mm::: r ; CIO N o SQUARE FOOTACES: **ROTE: ALL EXTERIORIIRAWN �c: WALLS ..._ ... FIRST FLOOR (NEW ADDITION) 930 S.F. TO BE M, STUD "FALL CONSTRUCTION 0 I NEW 3—CAR GARAGE = 643 S.F. (UNLESS OTHERWISE NOTED) F — — — � SECOND FLOOD LIVEABLE 72 S.F. 363 S.F. (UNFINISHED) co I I G DATE. TOTAL LIVEABLE = 1702 S.F. -N- 643 (GARAGE) — ' _I...�._�. -� — _.... � �, I _ — a � '�, REVISIONS. / fx c co I ..._.. *NOT INCL. UNFINISHED SPACE OR NEW KITCHEN I FIRST FLOOR PLAN IN I I SCALE: 1/4" = 1,_0" caI I I a ,9 _ I I _1 I I ! I II 9 701 O.H. GARAGE DOOR I {9070 O.H. GARAGE DOOR 9'-0" x 1'-2" TRANSOM BO ref 9'-0" X 1°-2" TRANSOM A Ojig I - I'RC)JEC I Nc 223 SHEET Nip, 7'-6" 11° 0" 9.-6" Ir 28'-D" canatucMain hoc. B 19,-0" 12'-16" 4'-3" 10'-6" 3'-7 1/2" 3'-3" S —7 1/2" I A2428 -'H3660 A2428 , I A 4 ' II II ifl A Id] ._ .�_F.. _' I r �I-o r � �. ry �rl I ;i " i I � f ��' I MA i r i A7 � I NEW 9 -7 BEDROOM iir I � I it w , - ,, rl _, ;", L PET) ...._ 10 1 1 —f 5 it t 3°-1 D 1/2" OD � 0 � �I .�. z -- Q'I S T. /4" 14" 1/2" �" -` - O EXIST. E THR I" a EDRC �IV1 1 ...... � __ _ fi W Q) 4 !4 N d 0 EXIST R 4F BELOW CdCd __.r_.._._. ..._..m_ . ! I , ' fr- LINEN O"x 0 ' co Cq 06 I � _ TRA S MSH _ '^ EXIST. T I �r NIT ' ` h•— '" uj RAMEEMO ENEW�CLOSETS AS SHOWN (PATCH ! " --- I FINISH I E �— & MATCH I � ( _..I... AS REQ'D) I I f t t Z5 E -- - - -- - I. I ARPET ( I j 00 C7 {" S ` q✓ 2 A r l r I 1 EXIST. ' I I ASTER ;r, ' �I01 +- - -- - - - - __ _- 1STER o � I r y " T. _ I I EXIS I BEDROOM i i x ERAMIC TILE) I I I _ c .� , I �t i Lr .. k , I EDROOM/STORAGE I ® DN. "�' BEDROOM C7NVERT EXIST, 9 ], 1 � I ; OM TO NEW WALK-IN (� RAILING o i � III !) i L LOSET FOR MASTER BED CI �r � I I r H ST+ I�. .� HALL I � j I ,- ' (HAR'DWOO , A.E.) (HARDWOOD, T.M. ) 2668 PKT. DR. ' `�' I E I Y —NE GA ST NDIN CUT NEW DOOR IN EXIST. WALL SE'A MET L R47 F cv a�_1 t_ (FRAME NEW HEADER AS REQ'D) , W.I.C. 2668 p , u ,� Z +^ Cq C- ! 0 (0 < Lu I' r I r . r � !� I rr � I u ! I ' 10 KNEE WAL 1 ( ' ) z 4klr + Ial ri� it 1 { ! `le. Cl , if 2'—•7 3/4" 0 I rui p 5 f I 3 1 1j I � ' I % i s cl r1 � ai I FUTURE SECOND FLOOR PLAN �, N I �� ill ; { � I ( � E__ � ' f BONUS �aaw �r TITLE: SCALE: 1/4" — 1'—O" all' [ !; �r/y j ! ` Ili I E , ,I i d tl I F 1 E {� I second 11d ��atiJIJ S f { 1 E' _. __..._ C I. k�[Jlrlp��an ! { �1NFIN SEED, PLWI!5 Ipk r f ( ! DRAWN BY: [yam "NOTE. ALL EXTERIOR WALLS TO BE 2x6 STUD WALL CONSTRUCTION (UNLESS OTHERWISE NOTED) 1 { gr ( ! ! DH3260 DH326'� DATE: 1 E?,,r'�7/11 REVISIONS: 9. 4'-3" 17'-6" 6*-3" 1 281-0. Ir "ROIET ly 0101223 SHEET No. OF 10 on atTudbnQCa 8 A6 .. 31'-6" 19'-0" 12'-6" ------------------ 5'-11" 6'-7" - -- -- -..-- kr f kicsu ,., 111IIIIIIIIIII(1IIIIIIIIIIII -_ N---_ .�_III -__-. -- _w._. - -ANDERSN--- ----- --- A�DERSEt 2817 817 (NO SUBS NS N SUBSTITUT CONCRETE I —^A Loi S} _II1 m 45 REINFORCE G BARS .._—_1I1;_ ; --_ — _ OF � _ fl TAP & BOTTOM) F I20 x 10 CONTINUOUS ANDER S EN CONCRETE FOOTINGS 2817 (NO SUBST IT U 111111I1iIIIrIIIIIIIIIIII(T O /Nr`„� S_)1 5 DOWEL 0 12" o. . VERTICAL rnFUL BASEMENT r6m C NCRETE SLAB 0 _IIIIIIIs 1FIIIIIIII�IIIIlIIi IIIIII /—` ,A� I 6 IIIIIIIIIIIIII� r �d11IIIIIII , II o m Tc:c Ija' z (3IOOD psi) p E TE1O" CONCRWALL (#5 REINFORCING BARS ...__ ., ._ ). .m _ — �y 4�.._� TO & BOTTOM)EXIST. 1O" CONCRETE (#5 REINFORCING BA FOUNDAO WALL` RS EW 3 -1f2" "LALLY" TOP & BOTTOM) 0 COLUMNS ON 30" 30"x15" CONCRETE FOOTINGS 0 C5 EXIST, NEW 1 %10" CONTINUOUS CONC. FOOTING �FU LL UP NEW 8 CMU BEARING WALL BASEMENT ON NEW CONC. FOOTING « j2 2 00 (TOP' F WALL LEVEL - W SEE SECTION) t— c 3'-6" c Q) 25 -- -_-_--- —— — � -I - f 7777,777, y r w c -4-- _- ' 75 = — —. - — — - 731 OD ��L_ � L _ DEMO XIST. GARAGE I SLAB FOR NEW FOOTING IN �, EXCAVATION) cJ' 0, , e I� —2" DUST SLAB 0 (OVER UNDISTURBED 0 1 SOIL BELOW) w LO _ --- --------------- 5 DOWEL 12" o.c. VERTICAL' 12" 0 CONCRETE PIER'S w7 co 2 "0 "BIGFOOT" c 10 CONCRETE � FOOT NG, TYP. FROST WALL (S=EDETAIL (#5 REINFORCING BARS OTTOM)TOP d B yU) L B GRADE DROP T.O. WALL DOOR m 9'-7" 6'-8" ROUGH OPENINGS TO 4 REINFORCED T.O. SLAB 10 1/2- CONCRETE SLAB to(4 OO psi) to f 1'—O" SLAB PITCH 44-0, FROST WALL T . DRA 'INC TLFULL HEIGHT FOUNDATION WALL Po and ffl E1O" CONCRETE in plan FR I Aa (#5 REINFORCING BARS TOP & BOTTOM) DRAWN BY ' a i DROP WALL DOORS -- — f 0/7/1__..._...... JBATI �PLA ————————— ——————SCACLE 1 f4 1 9'-6" 6" 9'-6 4'-9" 28'—pm POIECTN 0101223 SHEET No. E f i .. ' OF 1.0 I, I c�7n&WvucNan [Darn I I I IJ I I I I CONTINUOUS RIDGE VENT (BEHIND) 14" L.V.L. RIDGE BEHIND (SEE ROOF FRAMING) CONTINUOUS RIDGE VENT fl 14- L.V.L. RIDGE (SEE ROOF FRAMING) —21<10 ;OOF RAFTERS 3EYCND- TYPICAL ROOF CONSTRUCTION: 151b. FELT PAPER, ARCHITECTURAL ASPHALT -R� ) IN UL ....... - PLYWD SHEATHING ......... ROOF SHINGLES 5/8 2x 5 CEI-ING JOIST 3 0 16" c.c. 2 x 10 RAFTERS AT 16" O.C. w/ I- I?WfMf?W ?Wi_?Wj Mi '1?30 INSUL. M11 12 —2x8 COLLAR TIES 0 16" o.c. /1x 3 S A�­RING­ ........... S E BL& 1/2" BLU =t M T `L 12 SKIM OAT 1 x > 'ING FUTURE 2: -BLIA 13D w/ 2 ------------ c SK A Dla-P - R STAIRWELL BONUS L P :Rt 0 Ljj IS, SPACE 00 �M 00 ED-IRDC CL CL IL -.,U5ELQQR- 1 -5 U��R. - - T&G " . 'I I " , " 0 '/4 (0)(0) L-2 1 3/4" T&G PLYWOOD, Q I IFD & N-A&E-D— GLUED & NAILED 1/2' �6-�-[-OOR JOISTS 10 FLOOR JOISTS TO FLOOR JOISTS SECOND FLOOR ...... ........ SECOND FLOOR - ---------- 11 TJI FLOOR FRAMING 0 16" o.c. Zi x 3 S i i 1 x 3 STRAPPING ........ & 1/2" E L TYPICAL EXT. WALL CONSTRUCTION: & 1/2- BLUE BD w,/'\ ........ __m_ CEMENT FIBER BOARD SIDING EXPOSURE T.M.E.) SKIM COAT PLASTER NEW SKIM COA;1 LIVING (TYI 49 15 Ib FELT PAPER, 1/2" P�LYW D (TYP-) NEW -%" FIRECODE GYPSUM -4 M SHEATHING, 2 x 6 STUDS AT 16" O.C., 04 DOMA 0) . ......... .......................... 5 1 /2" FIBERGLASS INSUL. (R-21) @ CEILING & RESIDENCI noN CD I — LIVING I *ALTERNATE SHEATHING: ==Zk 00 WALL w/SKIMCO�AT PLA EF__ _T 1 00 00 "ZIP SYSTEM" EXTERIOR SHEATHING < ROOM NEW _j (PRICED AS OPTION) I-SUSFLOOR: FIRE PLACE 3/4- T&G PLYWOOD f 00 4 N A SURROUND 2—CAR �AR E NAIL 0 GLUED & NAILED FLO IST AS SELECTED S 4" THICK CONIC. SLAB R JO TO FLOOR' JOISTS (4000 PSI) WITH 6x6x 0 r FIRST FLOOR ------ ------- -- FIRST FLOOR------* (TO MATCH EXIST.) 11 TJI FLOOR FRAMING 0 16" o.c. (TO MATCH EXIST.) 1/8" PER FOOT PITCHq z < FLI LL 2*-P4 2'-O" 0 EU LL 3: 2" STYROFOAM PERIMETER INSUL. 0 z o1z BASEMENT I 0(0 0 z BASEMENT I F— I= 1. < 4� z 2 D CONIC. SLAB 4" CONC. SLAB 0 0 LL LL_ UN-EXCAVATED/UNDISTURBED SOIL (TO NOT UNDER-UNDERMINE EXIST. FROST WALL) COVER w/ 2" uj 6" COMPACTED GRAVEL COMPACTED GRAVEL LLJ DUST SLAB 0� 6 MIL POLY VAPOR BARRIER 6 MIL POLY VAPOR BARRIER 0 L z cd z Y) co 06 SE (.LIVI.NG _ROOM.) SET (CORE.-FRONT TO Al Q) C 10 U) J/ J/ � w C�c 0 v- 3: 75 Q) U) 0 ui a CONTINUOUS RIDGE WENT 04 CONTINUOUS RIDGE VENT 14- L.V.L. RIDGE (SEE ROOF FRAMING) L 14" L.V.L. RIDGE (SEE ROOF FRAMING) ION. CL C/-) 0 EXISTING ADDITION TYPICAL ROOF CONS TRUC U) z 151b. FELT PAPER, ARCHITECTURAL ASPHALT I- TYPICAL ROOF CONSTRUCTION: ROOF SHINGLES, 5/8- PLYWD SHEATHING I- 151:b. FELT PAPER, ARCHITECTURAL ASPHALT 2 x 10 RAFTERS AT 16" O.C. W/ uj ROOF SHINGLES, 5/8" PLYWD SHEATHING 12 U) 2 x 10 RAFTERS AT 16" O.C. W/ 12 - R30 INSUL. _R30 INSUL. 12 NEW INFILL ROOF TO MATCH EXIST. 12 PITCH & RAFTER SIZES (V.I.F.) - — _\ � 4 Q 121 2x8 COLLAR TIES 0 16" o.c. R30 INSUL. C) < NEW ROOF TO BE FRAMED AS "BUILD-OVER" 2x8 CEILING JOISTS 0 16" c,,c. - (n ON TOP OF NEW ADJACENT GABLE ROOF. TTT''!,!v ui (0 x (SEE ROOF FRAMING PLAN) ...... Z < & ®r P 1 x 3 STRA SKIM _CAQZ�l & 1/2- BLL E w (TYP SKIM COAT P ASTER c NE / 0 (TYP.) / N I W LJJ m 0 3, EXIST. 0 - I uj TO FLOOR JOISTS e 00 ..............13� TH, EXIS r. RC F SECOND FLOOR MASTER F AFTE RS 8 7-YON OR: 12 11- TJI FLOOR 3/ !T&G PL Cc R FRAMING 0 1.6 O.C. BEDROOM � & 112 f 7 A GLU ED I x 3 STRAPPING TO )UN (—TYPICAL EXT. WALL CONSTRUCTION: ------ ------------------- SECOND-.._.__- 0 1/2" BLUE BD wl _7 CEMENT FIBER BOARD SIDING EXPOSURE T.M.E.) 01 . ....... DRAWING TITLE: _j KIM COAT PLASTER ER 11 TJI FLOOR FRAMING 0 16- q. 11 TJI FLOOR FRAMING 0 16" o.d A N N I N N TYP.) 15 Ib FELT PAPER, 1/2" PLYW D 04 SHEATHING, 2 x 6 STUDS AT 16" O.C., NEW 5 1/2" FIBERGLASS INSUL (R-21) --- -- zix 3 STRAPP STUDY co W *ALTERNATE SHEATHING: & 1/2" BLUE 0 < —TYPICAL EXT. WALL CONSTRUCTION: 0 "ZIP SYSTEM" EXTERIOR SHEATHING SKIM COAT PLA R'. _j 0— CEMENT FIBER BOARD SIDING �EXPOSURE T.M.E.) U- -SUBFLOOR: _j (TYP.) CL (PRICED AS OPTION) N lc� 13/4" T&G PLYWOOD, NEW 15 Ib FELT PAPER, 1/2- PLYW D CLOSE BENCH GLUED & NAILED m r MAIZ NEW SHEATHING, 2 x 6 STUDS AT 16" O.C., BY: 00 3TORAj SHELVING 00 HALF BATH Iwo";': 5 1/2" FIBERGLASS INSUL. (R-21) Y, TO FLOOR JOISTS OSET -1 < � ®KITCRE1 *ALTERNATE SHEATHING- EXIST. CL FIRST FLOOR (TO MATCH EXIST.) EL 3/4- T&G PLYWO( --------------- LIVING ROOM "ZIP SYSTEM" EXTERIOR SHEATHING 11 TA FLOOR FRAMING 0 i6n O.C. ....................... [5UQFLOOF PRICED AS OPTION) GLUED & NAILED I I DATE: ------ TO FLOOR JOISTS I 10/7/il RST FLOOR ............. 7 T-T "BILCO C" BULK REVISIONS- 717 w/ EXTEN 1I PAWE FU LL z TJI FLOOR 00 FRAMING 0 16" o.c. BASEMENT r FILL EXIST. DROPPED T.O. FOUNDATION .... ..... ..... . 2: 1 3/4" x 11 /8" (SEE FRAMING PLAN) j < < a WALL (0 EXIST. DOOR LOCATIONS) w/ - --- - - 1.9E MICROLLAM N.L. z FULL Z) EXIST. CMU TO T.O. ADJACENT WALL. (FILL CORES ---- -- GIRDER (FLUSH) 2 z 4" CONIC. SLAB 0 & INSTALL ANCHOR BOLTS 0 4'-0" O.C. W/ 13ASEMENT 10 2 U- FULL BASEMENT 2x6 P.T. SILL) I P T-1 < "'�LALLY COLUMN 0 24'-0" z ---- - - D PROJECT No2 " 0101223 CONC. SLAB 0 6" COMPACTED GRAVEL UN-EXCAVATED UNDISTURBED SOIL _4 6 MIL POLY VAPOR BARRIER (TO NOT UNDER-UNDERMINE EXIST. A FROST WALL) - COVER w/ 2- U77 Li I SHEET No. DUST SLAB 6" COMPACTED GRAVEL J L 6 MIL POLY VAPOR BARRIER SECTION (STUDY/MASTER B.R.) Ilk 6'-6" 1/400=1 0—on SECTIOI SCORE-SIDE TO SID,E) OF 10 =50 RANcTon DD CONTINUOUS RIDGE VENT 114" L.V.L. RIDGE (SEE ROOF FRAMING) 10" 1x2 DRIP r / 1x8 TRIM 1 x8 TRIM R30 INSUL. 12 _ 2x8 CEILING JOISTS 0 1 o. BOXED RAKE DETAIL 121 ONLY AT NEW SHED DORMER LOCATION. ALL OTHER RAKE _ DETAILS TO MATCH EXIST. HOUSE. 1 x 3 STRAPPING 12 & 1/2" BLUE BD w/ 12 \ SKIM COAT PLASTER ( -) FUTURE ,. -f EXIST. MEAL ROOF OVERN15#FELT PAPER /r `1 OVER 3/4 CDx BONUS �" PLYW D OVER � I SPACE -''' TR� � T R E - (REFER TO METAL RAFTERS MANUFACTURERS OD I SUBFLOQR: SPECIFICATIONS PRIOR TO INSTALLATION) U) a 3/4" T&G PLYWOOD, V.I.F. EXIST, INSUL. GLUED & NAILED 'J (INSTALL NEW IF REQ'D- TO FLOOR' JOISTSI BOXED RAKE DETAIL _ SECOND _FLOOR ----- I A .� r R-3O INSUL. MIN.} _... .. ...._-. `ry- ^2x6 CEILING JOISTS @ 16" o.c. 11 TJI FLOOR FRAMING 0 16 o.c. ' & 1 2 STRAPPING BLUE w I`� F Y'� I " j x NEW TOPE 1�1G SKIM COAT PLASTER/ CEILING (P D,) 10" POL T A S CI N E SQUARE R30 INSUL. � BD. A © Q !I TYPICAL FIBER BOARDDd I�CONSTRUCTION: T.M.E. � -__.__ " _ � —/ I TL I I E II'� (TYP.) ty SPLIT C N x O BOXED—OUT STEEL BEAM ° i B YOND � I i W/ 2x6 NAILER ON TOP 15 lb FELT PAPER, 1/2" PLYW D EXIST. GARAGE) .�- i " MICR L M VIn 00 Ca NEW —CAR (WRAP' w/ 5/8 FIRECODE � � SHEATHING, 2 x 6 STUDS AT 16" O.C., OVER W..S.I � .I � 00 � 1x4 MO " ti.ce GYP. BOARD & SKIM COAT w 5 1 2 FIBERGLASS INSUL. R-21) � i 9 2x6 P.T. N T 0 3: FINISH, SEE FRAMING PLAN) j *ALTERNATE SHEATHING: WALL, EQ D) i �` aN �aARAGE _ .— a 1 �- ZIP SYSTEM EXTERIOR SHEATHING ,OVER Ex15T. RAGE LAB 3/4 T&G PLYWOOp, NEW FLOOR TEM " aa- i 2: 2x8 GLUED & NAILED 1 " M H T (WHITE)PRICE AS PTI N 2 O ED a D OPTION) - r -I z TO FLOOR JOISTS a r \ o RISERS (VERIFY W/ FINAL GRADE) /�k FIRST FLOOR FIRST FLOOR ---- - -- -- -IT ------- --- --- ----- -- -------------- (TO MATCH EXIST.) 5 NEW 2x10 FLOOR JOISTS 16"' o.c. i _._._. (TO MATCH EXIST.) ____.._._ _................................._._....._........m _ NEW 2x6 P.T. SILL w/ NEW 200 RIM JOIST 2'-O" L 2'--0" NEW 8" CMU CONC. ANCHORS EVERY 48" o.c. (0 INSIDE FACE OF EXIST. BLOCK (T.O.. BLOCK TO (FILL CORE w/ ANCHOR) STUD WALL) �%i BE LEVEL ADJUST T.O. FOOTING TO ACCOMMODATE NEW 16"x 10 CONC. FOOTING INSTALL NEW P.T. SILLS AS - . . EXIST. SLOPING SLAB) I REQUIRED FOR HEIGHT - NEW � 0 1 24'-0" FRAMING TO MATCH EXIST. FIRST FLOOR ELEVATION (V.I.F. - T.O. 'r--I EXIST. FOUNDATION WALL ELEVATION) SECTION J (NEW 2-CAR f (E3 II T. ARAt E EW KITCHEN) , �41 GARAGE)E) z gr z 06 11-1 Q) c Q 0 � � uj =N 11 7/8" T.J.I. FLOOR JOISTS 0 116" o.c. 40 YEAR ARCHITECTURAL ASPHALT 2 z5l 3/4" T&G PLYWOOD GLUED & ROOF SHINGLES (T.M.E.) CONTINUOUS RIDGE VENT - _j > NAILED w/ PL-400 GLUE 15# BLDG FELT R21 INSULATION G, CONTINUOUS RIDGE '~VENT � 5/8" EXTERIOR GRADE PLYWOOD c 1 3/4" x 14" L.V.L. RIDGE 10" CONCRETE FOUNDATION CLJ CQ 2x6 STUD WALL 0 16" o.c. 110 WALL 1 3/4" x 14" L.V.L. RIDGE U1 R21 INSULATION H2.5 HURRICANE ANCHOR BY SIMPSON O 2k5 REINFORCING BARS (SEE ROOF FRAMING) 0 TIMBERSTRAND TT MATCH EXIST. ALL RAFTERS C~ " 40 YEAR ARCHITECTURAL Q (T P & BOTTOM)- TYPICAL I"I.I n 1ST FL. ELEV. 3: 2x6 NAILER SUBFLOOR: PLYWOOD, ASPHALT ROOF SHINGLES C7 40 YEAR ARCHITECTURAL 0 LSL RIM ( ) � 3/4 r&G 2x4 KEY 2x6 PRESSURE TREATED SILL — TOUFLOOR JOISTS Q �ED & NAILED 11 ca ASPHALT ROOF SHINGLES S` ..-_...0 w,.-tea .-.- METAL DRIP FIBERGLASS SILL SEAL w/ PL---400 GLUE �`L+0 —4" CONCRETE SLAB DORMER RAFTERS TO SISTER � 442 w/ OPPOSING ROOF RAFTERS "`r I— COPPER TERMITE SHIELD ro... � C�a�Co.a4a©©I�rr qU 1 x8 FASCIA -� �,'�-�� ;. Co.© �C ��. 5 REINFORCING BARS �t °c� ° ° 20" x 10" CONT. FOOTING 110 /2"+ x 14" ANCHOR BOLTS 4'—O" o.c. ° ALUM. GUTTER 'SYSTEM _ �� > _ 2 EA CORNER AND OPENINGS —� SCREENED SOFFIT VENT 4t NOTE: SEE. SECTIONS FOR T`�P'. FTII`�+D DETAIL �: � 1O CONCRETE FOUNDATION WALL ���',` ��°� ��%% ° 1�x3 STRAPPING w/ 2-#5 REINF. BARS ;. ADDITIONAL PLATE HEIGHTS 0) r 1/2" BLUE BD w/ ,�`�++C� 1-�, ,� ,� TOP & BOTTOM DIFFERENT LOCATIONS. SKIM COAT PLASTER II 'a. G DETAIL �� 2�ad R30 INSULATION 20=1._0mh,S 2 COATS OF BIT. DAMPPROOFING ° CEMENT FIBERBOARD CLAPBOARDS c' R1 INSULATION EXPOSURE & COLOR (T.M.E.) 0 w p TYP. TOP Off" FOUNDATION WALL 2x4 EXTERIOR STUD WALL 0 =�"- OFFIT DETAIL (FRAME OI~JII FLOOR w/" NAILS ) RIDGE DETAIL 3/4" T&G PLYWOOD SUB—FLOOR, GLUED 13 & NAILED W/ P'L-400 GLUE TYP. ROOF SYSTEM DRAWING TITLE: 1 11 7/8 T.J.II. FLOOR I x2 TRIM BD. JOISTS 0 16" o.c. 40 YEAR ARCHITECTURAL ASPHALT - � p 6 O 0 I ROOF SHINGLES I x8 RAKE BD. .. .......-. _ __. Merged [Mdd R21 INSULATION � ._.__... GARAGE .: � FLR 2: 1 3/4" x 11 7/8" 1.9E 1..........._ 15# BLDG FELT —SHINGLED ROOF BEYOND 4 THICK GARAGE SLAB OVERHEAD DOOR FLUSH w GALV. JOIST HANGERS TYP. 5/8 EXTERIOR GRADE PLYWOOD -- 3000 W. M M REINF. w/ DRAWN BY: & _ ..— �., 6 x 6 w.W.M MATS (NOT ROLLS} 1'_6" L___�__... ...... .......__ , (FLUSH L.W.L. GIRDER BEAM ) " II OVER 6" COMPACTED GRAVEL, VINYL BULB BEARING PLATE STYROFOAM CIRCULATOR INIO�`�J, WEATHER STRIP _ _�. " R30 INSULATION 1 1/2"x1 1/2"x1/2" " 3 1/2 41 STRUCTURAL FLASHING AS REQ°D #5 BARS x 3O DATE: _..._..__ STEEL PIPE COLUMN', ICE & WATER SHIELD � __.._. n..._m__� STEEL ANGLE 0 8" o.c. ��/�/r THRESHOLD H'2.5 HURRICANE ANCHOR BY SIMPSON IV z REVISIONS: 8" X 8" X 5/8" ALL RAFTERS _..._._. _ STEEL BASE PLATE 2'-6" X 2'-6" X 15" CONCRETE METAL DRIP _ _ II -- --.,...° Iry COLUMN FOOTING ~� 1x2 TRIM , ° ., __._.. _.._...,_ 0a 0 0o 0 0o 0", . 0�%o 0 #5 BAR, 6 MIL POLY VAPOR BARRIER SLAB CONCRETE 1x8 FASCIA �I JPo, � ..y- ,�Do� a CONTINUOUS 6" COMPACTED GRAVEL 1 x"3 STRAPPING & 1x2 TRIM BD, 6 MIL POLY, Q� Q �� E � I�R(7JET N ALUM. GUTTER SYSTEM a 1/2 BLUE BD W/ 1x8 FASCIA BD, ; 0 a °'. 0 o 0I�p�0 Q 1 _0101�i23 SKIM COAT PLASTER SCREENED SOFFIT VENT C�Q �70 � _. COMPACTED 0(-)ng—)r) a (NOTE: GARAGE CEILING & ALUM. GUTTER SYSTEM NOT DRAWN 10 fl� BACK WALLS TO HAVE 5 8" ( ) GRAVEL .- .; SHEET I�Ie�. ✓ 3-2 x 8's HEADER TYPE "X" FIRECODE SHEETROCK) w/ 1/2" CDX PLYWOOD —EXTERIOR SIDING � Ica, o a Soo ea o O a b oC 10" d DIRT LALLY CLIII' DETAIL SOFFIT DETAIL (FRAMED, PLATE) LIAR. DOOR THRESHOLD DETAIL -, SOFFIT RETURN 0 PALE DETAIL � OF 10 B ............ 12 -6 1 1/4" x 11 /8" TIMBERSTRAN RIM JOIST ............... 10U.41 A6 0 .1 sla A LO LO A6 1 1/4" x 11 7/8 TIMBERSTRAND RI JOIST ft 20 F ALL JOISTS CONNECTED A7 ............ TO GIR)ER BEAM w/ TYP. GALV. POIST mililkINIGEMRIS ............. C 7 NEW xl 0 RIM JOIST (AGAINST INSIDE FACE OF G9 ...................... S.TLUD-WALL .......5E.E SECTI.O.N.) ............... 12 9 04 AN z ------- —----------------- ------- IRV 2: 1 3/4" x 11 7/8" 0 fn A h 1.9E MICROLLAM L.V.L.---\ GIRDER (FLUSH) 0 2: 1 3/4" x 11 7/8" L Y) :7XIISTI 9LAiB All F-1.9E MICROLLAM L .1 HRAnF 0 0 NV FROM 6x6 POST N G AID FROM ABOVE) A& JM Ul 2: 1 3/4' x 11 7/8' MICROLLAM L.V.L. 6x6 POST FROM ABOVE EX I TT. LLJ 0 0� +> FU L.L C5 ct q -M V M V M IF M 11 mr mr M 'V mg, mil Mir MV M MV mv ............... cd cd BASEMENT NEW 2x10 FLOOR JOISTS 16' ox z Q) U (OVER EXIST. nARAGE SL B — SEE ALL JOISTS CONNECTED < 4-> # SECTIONS) TO GIRDER_3EAM__w/__JYP_ mi &0 GALV. JOIST HANGERS Q) F IT F 06 *-Hf I- —JEE —h-E LE I r I FVJ U) 0__0--—-—--------- ------------ -------------- ...... Ti I I —NEW CMU BEARING WALL UNDER wir A :p L _J L j—J L L A ui 2: 2xI0 HE DE S 2x6 ::'.T. SILL KATE (SEE: SEJTIONS) 'D _V M > A_6T 6 c< 0 <z 'to LO C\2 Hill ir 2: 1 3/4" x 11 7/8" MICROLLAM L.V.L. 1 1/4- x 7/8,- 4-) 11 2: 2xIO HEADERS TIMBERSTRAND RIM JOIST ca 0 EW xlO IM JOIST :AGAINST INSIDE FA E OF AIN to 0) z E IST.I STU WALL - SEE 3ECTIDN) X T ir- 2 ui P.'*. 2xI3 LEDGE BOARC U) uj z :D m OD 0 P. 2xI5 PORCH OIST"; 0 16" O.C. x X N* AN All 1 2" 13'-10' o) uj 28'-0" 0 < LO P. 2x6 NAI R :� w [E OARD Ix ui w uj n:CL Z ti lvl) 2x8 PERIMETER BEAM P.T. 2. Z (SEE SECTION) 0 F- rn 16'-9- N c 0 GENERAL NOTE GENERAL NOTE: ALL JOISTS TO BE DOUBLED UNDER TYP. HEADER CONDITIONS TO BE: ANY BEARING WALLS ABOVE 2& STUD W&U; 3: 24's w/ 1/2" PLYWD SPACERS 2x4 jjDU WALLS: 2: 24's *ALL NEW WINDOW & DOORS TO HAVE TYP. E DRAWING TITLE HEADERS UNLESS OTHERWISE NOTED. A7 MrM Floor FTam'Hng Han FIRST FLOOR FRAMIN G PLAN DRAWN BY: SCALE: 1/4" = l'-O" 10/7111 REVISIONS: I'RJECT N t0101223 SHEET No. OF 10 Canatrudbu Doc. .............. EXISTING AD1 4 .1_I OH, NEW DECK CK 3,"_6m 19'-0" 12 -s 1 1/4" x 11 /8" ...... TIMBERSTRAN RIM JOIST C A6 44" I A "sn i E X I ..�... A6 1 1/4'" x 11 7tui __.___.._...._.......m TIMBERSTRAND ALL— SEASON .�. PORCH A7 a � z NY 2x6 BEARING WALL UNDER MIr:ROLLAM L.W;L� HEADER TYP. HEADER �� '— ��'_ � m 8m a— D 1 1 B E x 11 7/ (OVER NEW SLIDER UNIT BEL ) UNDER (SEE NO E) � TIMBERSTRAND RIM JOIST Q NY V r p �--I - EXIST, 1 1/4" x 11 7/8" � 3: 2x8 HEADER UNDER � J �- . CO� TIMBERSTRAND RIM JOIST W F SI 1 i ING AR - 'A , L_X I S T. �' _ 6x6 POST (TRANSFERRING 0 w Q , M ABOVE _ SEE—F � ICJ -- K ITC H F __.............._..._ FRAMING PLAN ui 0 1/4" x 11 7/8" a Y. l `° ,/ TIMBERSTRAND RIM JOIST � u Lai Ld _......... Z5 _m....... 0 o i 3: 2x1D HEADER UNDE D z � A6 �(_j ........... 0i CQ FAMILY ui F.P. _ _ -- STUDY L z A Ld __ (63 L � ROOM � I— lip TYP. HEADER w 4x4 HI.S.S. COL MN UNDER ( EE NOTE) ' BELOW tl? ED ............................_.... _.._. _-__...._. ,._....__ 3. 2x8 HEADER UNDER NEW PORCH LLJ w fn L__ , ui QE-NERAL NOTE; GENERAL NOTE: C4 In C4 3» 2x6'TO BE: u ALL C1f BEARINGO'WAEL.LSOA,�OLVE UNDER TYP. HEADER CONDITIONS s wu/ 1/2" PLYWM'D � .-.� ui w SPACERS I z iao cv 0 2x4_STUD WALLS; 2: 2x6's 04 LLJ � *ALL NEW WINDOW 8c DOORS TO HAVE T'YP. LiDRAWING TITLE: �.: V .= I �- V I I p HEADERS UNLESS OTHERWISE NOTED. Lj bi E / m R = A7 Fmming Ha 4 x 11 7/8mui TIM8 � e � ERSTRAND RIM JOIST I I SECOND FLOOR F A Q PLANs DRAWN�� ... _�, ..� ..�t I V p 1 SCALE: 1/4 1'—O" 4xs4 H.S.S. COL BELOW MN ! I I DATE: l7/'7ff 1 3: 2x12 EADER UNDER 3. 2x12 HEADER UNDER _._ RE"VISIOS: 13"-0" 15'-0" ..._...._........._.._.... PROJECT N t0101223 SHEET No. 3F 1.0 o B A6 EXBSTNG ADDITION RIDGE RIDGE TYP. HEADER UNDER (SEE NOTE) t C 1 3 4 x 4 1,9E MICROLLAM LN.L. RIDGE pG A. J A I I F A7 l N I I M ui p, o ..... ...... _.__.. _._ __ _..... 'b..K x1 O ROOF RAF IRS16 a.c. 1 3/4 x 1 " 1. E MI ROL AM L.V.L. IDGE EMS] . 5ATHROOM ' , `r`a'NEW RO � (EXTENSION OF EXIST. NE W ROOF 1 RAFTERS TO MATCH PITCH & SIZE OF EXIST �J. -+� -T -ROOF -I V.I.F. EXIST cr ROOF MEMBERS & PITCH) � � � '�' �- � ED HATCH D AREA INDICATES "BUILD-OVER") - y C� w I rn 3 fl \ EXIT. RCC1= __... ,% — �— — c TO REMAII � ' !' � _ U. -HATCHED AREA INDICATES �' -; DORMER ROOF '"BUILD-OVER" 06 -,- — 6x6, POST UNDER VALLEY RAFTERS NEW PO CH ROOF TO BE A °'BUILD—OVER" ON (SUPPORTING END OF VALLEY RAFTER 01 EXIST. R OF & NEW ROOF EXTENSION, - — _ POST TO TRANSFER DOWN TO 1ST FLOOR Z — (HATCH AREAS INDICATE "BUILD—OVER") d FRAMING) D W -- _= _ _ _ ui Up J 75 .� , 0' I -- _ EXIST, , _ _ GC � " 2x6 AILER UDDER (FOR "BUILD AVER") — "�— MASTER _ FIX —T �' BEDROOM - - `IN . ;, ` " __.._BEDROOM #2 Q -I--� y y y y r _...m W V \w DORMER RAFTER TO CONTINUE p TO OIP SITE..... E...f�AFTER' ('SISTER TO RAF IRS SE Lr �` SEC N IIE �1V y " y " i � .. , ' y �,y� y y `*, • yy y, 'y y � ` y �� ww�g � � W. — — — — — � -- w w 0 s . . NEW x8 ORC RO F R FTE S 0 16" O.C. x ui A. __ _... < AS REQ D (SIDE & PTD.) — (U ER — E S TI ) �� FRAME CHEEK WALL 3: x8 POR EI ROOF EAD R B AM a up z `'Lr- mar GENERAL NOTE: HEADER CONDITIONS TO BE: fv AL TYP. HE 3: 2x�6's w 1 2" PLYW D2x6 STUD WALLS _. ........ ...mm.... SPACERS WALLS, 2: 2x6's _ x E DRAWING TITLE: BALL NEW WINDOW & DOORS TO HAVE TYP. ...m... HEADERS UNLESS OTHERWISE NOTED. A°� Rod DRAWN BY: ROOF FRAMING PLAN SCALE: 1/4" = 1' O" DATE: f p/7/1 p REVISIONS: RIDGE RIDGE mm Rca ECT rv` 101223 10 _.. ............._....................... SKEET No, AM F 10 Con&UC2bn 00 o