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Home My WebLink About33 Norton Road - Floor & Elevations PlanCONSTRUCTION PLANS (QOM JOLQ40O[n� PLAN SCALE: 1/4"=1'-O' POST CONSTRUCTION SHOWN) I I 24 D 'n rr_ : ISI.■.: 1 . • 111 • ''1:' I•: 3' 4' 3'-4' 4'-0' V 1, 4'-0' 3'-4' 3'-4' � �� /v //- %/_ /% Wmi MO MO I I 14 FOR SPACING I� '1 1 1 1 •1 1/ 1 I IQ • o <— o. — — — —o — — — — — — — — — —..8.— — — 22 ° litmom I .o I MEN — I EXTERIOR FINISH MATERIAL I I T� SD WALL w I � I 4 SEE DEATILS FOR SPECIFIC I IQ I 6 \_4" I� SIDING APPLICATIONS (ABOVE) I I4 4' GRAVEL BASE __�// , - I UNEXCAVATED I . SLAB OVER o 4 4' GRAVEL BASE I (2)*4 KEBABS 12' '11 1 1 •1 1 1 �.. 4• CONCRETE SLAB W/ 6x8' -2.9x2.9 W.W.F. I• 4 I FRONT ELEVATION TOP OF STEM WALL \'—ANCHORYPICAL)R a • 0'-0' ELEVATION 8" CONCRETE STEM a of LOCATION o o a N0 fPgfA0a4 COO Nn 7PLOC COON SIDING OPTIONS 044 KEBABS I o 4kN8' GROOVED SIDING (SHOWN) I'ol I d a M�f�0��16 �C6400ft�1 HARDBOARD I to I ��0�4 �0��0� .SCALE: 1/2'•1'-0'. � 121 I V I I ( FOR I I o T I ANCHOR BOLSETBACK I I I a • � I I p 8-1 I � I• I I ° SOLID LINE SHOWS EDGE OF FOUNDATION WALL -DASHED LINE I d r SHOWS EDGE OF FOOTING. I (FROST CONST. ONLY) I 9 TDP OF CONCRETE SLAB I FROST CONSTRUCTION 0'-0' p I o I NO FROST CONSTRUCTION O'-4' I o I L — —— — — — — — — — — — — — — — — — I 4 NOTCH STEMI WALL 8' FOR GARAGE DOOR (ABOVE) 10'-8' 10'-8' 10 2'-0• 9'-0' 2'-0' 9'-0' (QOM JOLQ40O[n� PLAN SCALE: 1/4"=1'-O' POST CONSTRUCTION SHOWN) I I •� 'n rr_ : ISI.■.: 1 . • 111 • ''1:' I•: 4 � �� /v //- %/_ /% Wmi MO MO I I 14 FOR SPACING I� '1 1 1 1 •1 1/ 1 I IQ VARIES SLAB ELEV. 0'2' I� I litmom :r Olson0 I MEN — EXTERIOR FINISH MATERIAL R w I � I � SEE DEATILS FOR SPECIFIC I IQ \_4" I� SIDING APPLICATIONS • I I4 4' GRAVEL BASE __�// , IV `r R R xy //. %/. %/. Y/. . %/. •1 1 1 1 •1 1 1 1 1 '1 / FRONT ELEVATION •.L• 1 •u 1 1 :In VINYL SIDING T VINYL CORNER TRIM 1x4' TRIM STARTER STRIP CONS. r------------------------`• FROST CONSTRUCTION� G L�OG`�1 t>' CSL C MLaTQO nM 1 1 'n rr_ : ISI.■.: 1 . • 111 • ''1:' I•: NSE DETAIL BASED �� /v //- %/_ /% Wmi MO MO mom= ory 7/_ 60 00v m o m m FOR SPACING '1 1 1 1 •1 1/ 1 VINYL CORNER TRIM 1x4' TRIM STARTER STRIP CONS. r------------------------`• FROST CONSTRUCTION� G L�OG`�1 t>' CSL C MLaTQO nM 1 1 'n rr_ : ISI.■.: 1 . • 111 • ''1:' I•: NSE DETAIL BASED BOUTS (SEE OUNDATICN PLAN ON SPECIFIC SIDING FOR SPACING APPLICATION-T1P) VARIES SLAB ELEV. 0'2' litmom Olson0 MEN — EXTERIOR FINISH MATERIAL w amil, SEE DEATILS FOR SPECIFIC \_4" SIDING APPLICATIONS • GRAVEL BASE 4' GRAVEL BASE __�// m (4)(8' GROOVED SIDING SHOWN 4 mom (2)*4 KEBABS 12' '11 1 1 •1 1 1 �.. 4• CONCRETE SLAB W/ w 1 6x6' -2.9x2.9 W.W.F. FRONT ELEVATION 4x8' GROOVED SIDING SCALE: V8ti1'O' C° E AD9 INLINWACTOO nM 4x8' GROOVED SIDING VINYL SIDING HARDBOARD SIDING SCALE: V8'•1'-0• e 'n rr_ : ISI.■.: 1 . • 111 • ''1:' I•: NSE DETAIL BASED EXTERIOR SIDING (SEE FRONT ELEVATION FOR SPECIFIC SIDING APPLICATION NOTES) I---------I --------- ------------------ 0999 ,1T ELI VQTRU 4'6' GROOVED SIDING SCALE: 1/8••1'-0' VINYL SIDING HARDBOARD SIDING SHINGLES EXTERIOR SIDING '9=U09 [PLAN SCALE: 1/4"=1'-0" (SEE I ELEVATION OR 3032 FOR SPECIFIC IC SIDING APPLICATION NOTES) 672 SQUARE FEET OR EQUIVALENT I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NOTE: SUBSTANTIALCARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN OFTHESE DRAWINGS, HOWEVER, BECAUSE OF THE 1 I IMPOSSIBILITY OF PROVIDING ANY PERSONAL OR ON SITE CONSULTATION, SUPERVISION AND CONTROL OVER ACTUAL CONSTRUCTION, AND f - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING REQUIREMENTS, BUILDING PRACTICES AND SOIL, SEISMIC, WEATHER AND OTHER CONDITIONS, 84 LUMBER AND HOME PLANNERS ASSUMES NO RESPONSIBILITY FOR ANY DAMAGE, INCLUDING STRUCTURAL FAILURE DUE TO 0=ffi '=T C LDCs V QTOOU V ANY DEFICIENCIES, OMISSIONS OR ERRORS IN THESE BLUEPRINTS. 84 LUMBER AND HOME PLANNERS MAKE NO WARRANTY, EXPRESS D ❑ _ OR IMPLIED WITH RESPECTTO THE CONTENT OR USE OFTHESE DRAWINGS, INCLUDING BUT NOT LIMITEDTO ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR PARTICULAR PURPOSE. WE STRONGLY ADVISE THAT YOU CONSULTA LOCALARCHITECT OR ENGINEER, AND CHECK WITH YOUR LOCAL BUILDING OFFICIAL PRIOR TO APPLYING FOR ANY BUILDING PERMIT AND BEFORE BEGINNING 4x8' GROOVED SIDING SCALE: 1/8%T -O0 _ ACTUAL CONSTRUCTION. VINYL SIDING HARDBOARD SIDING PANEL ELEVATIONS 3 V2' I 12'-0' 4p 12'-0' 181-0' 7'-5' — 1X FURRING FOR SIDING APPLICATION OVER GABLE END TRUSS (TYPICAL AT EACH GABLE 00-2 TOTAL) (SEE RAKE DETAIL FOR SPECIFIC SIDING APPLICATION G 3 1/2' ZI 2x4' TIE PLATE 1/2' / PANEL 'G' TOP (TYP: PANEL 'H9 PANE '1' 1-6' 2x4' TOP PLATE 2'x4' WALL STUDS AT 16" O.C. T -TYPE WALL BRACING NOTCH INTO STUDS 2x4' PRESSURE TREATED BOTTOM TIE PLATE F IA„ -- - - .. GRC AN WALL O=mLQG um@ 9LINVATOUNn SCALE: 1/4"4'-0' V V' 9YA• TIF DI ATF— �I . ..- . ..- '-2' 3%" (2)2x8 3NOTE: VERIFY ROUGH CPB41NG 3%'% 2x4' TOP PLATE — HEGR--\ W/N¢GR. SPECIFICATIONS 2x4' WALL STUDS— AT 16' O.C. T -TYPE WALL BRACING NOTCH INTO STUDS 20X4' PRESSURE TREAT BOTTOM TIE PLATE I 16' 16• L6.16. 16' 16' 16• 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' I 13'-81/2' 13'-81/2' PANEL 'C" PANE- 'E' SCALE: 1/4'•1'-0" PRE-ENGINEERED WOOD ROOF — TRIM ROOF SHINGLES OVER 15• ROOFING FELT ON %' EXTERIOR ROOF SHEATHING I/ 12' 2x4' TIE PLATE I 2x4' TOP PLATE EXTERIOR FINISH MATERIAL — SEE DEATILS FOR SPECIFIC SIDING APPLICATIONS (4x8' GROOVED SIDING SHOWN) 2x4' WALL STLDS 16" O.C. 1, 12'-0' 161-00 7 5' 1A,3 V2• 16' L 16. 1,16' 1,16' 1,16. 1,16. 1.16' 1.16• L-16" 1.16, 1.16. 1,16. 1,16' 1.16' I. i6' 06' 1,16' SHIM SPACE J SHIM SPACE � r (2)2M S HEADER y (2r2XV'S HEADER N (SEE OVERHEAD DOOR (SEE OVERHEAD DOOR HEADER DETAIL) HEADER DETAIL) 9 2x4' JAMB & CRIPPLE q 2x4' JAW & CRIPPLE 4 2x4' CRIPPLE 2x4' CRIPPLE SLAB AT DOOR -NO -FROST SLAB AT DOOR -NO -FROST SLAB AT DOOR -FROST SLAB AT DOOR -FROST 16. 9'-0' 9.-0. 2'-0' 9'-0• 2'-0' 9'-0' PANEL 'G' PANEL 9' PANEL 1i' 94' 1'-6• 94• HEADER LENGTH HEADER LENGTH PPRONT WALL FRA n�nID WINO: [ELEVATOOO Nn SCALE: 1/4"-1'-0' 28'-0' 24' 24" 24' 24' 24' 24' 24' 24' 24" 24' 24' 1'-1111' 4 �E VERIFY ROUGH OPENING, W/MFGR. SPECIFICATIONS r 16' L61 16' e• 16' L8' 16 16' '6' 18' 16' 16' 16' 16' 16' SEE I AI 13'-8 V2' 134 1/2' PANEL F" PANEL 9' SCALE: 1/4"•T -O' i7 2x4" TIE PLATE 2x4" TOP PLATE ,z• NSE DETAIL BASED BOUTS (SEE OUNDATICN PLAN ON SPECIFIC SIDING FOR SPACING APPLICATION-T1P) VARIES SLAB ELEV. 0'2' LTOP T.O. SLAB O'-0' qq EXTERIOR FINISH MATERIAL w amil, SEE DEATILS FOR SPECIFIC \_4" SIDING APPLICATIONS • GRAVEL BASE 4' GRAVEL BASE __�// m (4)(8' GROOVED SIDING SHOWN 4 (2)*4 KEBABS 12' 8' 4• CONCRETE SLAB W/ 4• CONCRETE SLAB W/ err 6x6' -2.9x2.9 W.W.F. 6x6' -2.9x2.9 W.W.F. 8" CONCRETE STEM a of WALL o o a N0 fPgfA0a4 COO Nn 7PLOC COON SIDING OPTIONS 044 KEBABS ' • m 4kN8' GROOVED SIDING (SHOWN) 4 VINYL M�f�0��16 �C6400ft�1 HARDBOARD ��0�4 �0��0� .SCALE: 1/2'•1'-0'. � 121 I 2x4' WALL STUDS— AT 16' O.C. T -TYPE WALL BRACING NOTCH INTO STUDS 20X4' PRESSURE TREAT BOTTOM TIE PLATE I 16' 16• L6.16. 16' 16' 16• 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' I 13'-81/2' 13'-81/2' PANEL 'C" PANE- 'E' SCALE: 1/4'•1'-0" PRE-ENGINEERED WOOD ROOF — TRIM ROOF SHINGLES OVER 15• ROOFING FELT ON %' EXTERIOR ROOF SHEATHING I/ 12' 2x4' TIE PLATE I 2x4' TOP PLATE EXTERIOR FINISH MATERIAL — SEE DEATILS FOR SPECIFIC SIDING APPLICATIONS (4x8' GROOVED SIDING SHOWN) 2x4' WALL STLDS 16" O.C. 1, 12'-0' 161-00 7 5' 1A,3 V2• 16' L 16. 1,16' 1,16' 1,16. 1,16. 1.16' 1.16• L-16" 1.16, 1.16. 1,16. 1,16' 1.16' I. i6' 06' 1,16' SHIM SPACE J SHIM SPACE � r (2)2M S HEADER y (2r2XV'S HEADER N (SEE OVERHEAD DOOR (SEE OVERHEAD DOOR HEADER DETAIL) HEADER DETAIL) 9 2x4' JAMB & CRIPPLE q 2x4' JAW & CRIPPLE 4 2x4' CRIPPLE 2x4' CRIPPLE SLAB AT DOOR -NO -FROST SLAB AT DOOR -NO -FROST SLAB AT DOOR -FROST SLAB AT DOOR -FROST 16. 9'-0' 9.-0. 2'-0' 9'-0• 2'-0' 9'-0' PANEL 'G' PANEL 9' PANEL 1i' 94' 1'-6• 94• HEADER LENGTH HEADER LENGTH PPRONT WALL FRA n�nID WINO: [ELEVATOOO Nn SCALE: 1/4"-1'-0' 28'-0' 24' 24" 24' 24' 24' 24' 24' 24' 24" 24' 24' 1'-1111' 4 �E VERIFY ROUGH OPENING, W/MFGR. SPECIFICATIONS r 16' L61 16' e• 16' L8' 16 16' '6' 18' 16' 16' 16' 16' 16' SEE I AI 13'-8 V2' 134 1/2' PANEL F" PANEL 9' SCALE: 1/4"•T -O' i7 2x4" TIE PLATE 2x4" TOP PLATE ,z• 2x4' PRESSURE TREATED) NSE DETAIL BASED BOUTS (SEE OUNDATICN PLAN ON SPECIFIC SIDING FOR SPACING APPLICATION-T1P) VARIES SLAB ELEV. 0'2' LTOP T.O. SLAB O'-0' qq EXTERIOR FINISH MATERIAL w K SEE DEATILS FOR SPECIFIC \_4" SIDING APPLICATIONS • GRAVEL BASE 4' GRAVEL BASE __�// m (4)(8' GROOVED SIDING SHOWN 2x4' PRESSURE TREATED) BOTTOM PLATE W/ %x12' ANCHOR BOUTS (SEE OUNDATICN PLAN FOR SPACING OF CONCRETE VARIES SLAB ELEV. 0'2' LTOP T.O. SLAB O'-0' T.O. STEM 0'-0" \_4" • GRAVEL BASE 4' GRAVEL BASE __�// m 4 (2)*4 KEBABS 12' 8' 4• CONCRETE SLAB W/ 4• CONCRETE SLAB W/ err 6x6' -2.9x2.9 W.W.F. 6x6' -2.9x2.9 W.W.F. 8" CONCRETE STEM a of WALL o o a N0 fPgfA0a4 COO Nn 7PLOC COON SIDING OPTIONS 044 KEBABS ' • m 4kN8' GROOVED SIDING (SHOWN) 4 VINYL M�f�0��16 �C6400ft�1 HARDBOARD ��0�4 �0��0� .SCALE: 1/2'•1'-0'. � 121 I