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Home My WebLink About57 A&B Town Brook Road - SectionsFOOTINGS FC= COLUMNS SECTION SECTION B _' 1/4' - 1•-0' 1/4" V-0" HEAEDEFR CONT.X VENT SIZE OF IHE6QERIAX SUPPORTING RO ONLY N 'TH SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY A80VE GTH MAX NTH MAX N X 4 4- N A N A _ X X 1 2 1 RIDGE (TYP.) 4- N A _ X _ _ NIA -2 X X 6'-8" FRONT ENTRANCE N66-4 2 16 COLLAR TIES O 16" O.C. 2 FIRE DOOR 2'-8 X CONT. RIDGE VENT C O.C. @ EDGE TYPICAL ROOF CONSTRUCTION 6'—Om X 6-8 6 -0 2 DOOR UNI D 2 X 12 RIDGE BOARD 1 STEEL 9 LITE2"-8 ASPHALT ROOF SHINGLES OVER 6-8 HEM UARAGE DOOR N66-2 E 14 TYPICAL ROOF CONSTRUCTION :F--6- X - APPROVED SHINGLE BACKING OVER X 1'-11 3 16 2.38 CIRCLE 'TOP ASPHALT ROOF SHINGLES OVER X 6'-6 1/2" EXT. PLYWOOD (FIR) OVER 4 INT. GISEMENT APPROVED SHINGLE BACKING OVER 6 -6 H ROOF RAFTERS (TYPICAL) X 3'-3 5/16" 2.36 SKYLIGHT ROTO SV - 14 1/2" EXT. PLYWOOD (FIR) OVER SHEATHING TO STUDS INTERMEDIATE 8D @ 12" TOP PLATE 1/2" SHEATHING TO STUDS GABLE WALLS 8D @ 6" 1 B_ DOE RAFTERS (TYPICAL) IL �1 p'�� a J BOJ ¢< Z a co OF Q touo!000 N E av- -r U �� V) � o w Ir i LLJ W W q W 12 I ^ a IR�� I SII I -w a Y l ... .. q, UJ " U C5 ,— G i 2 X 8 COLLAR TIES ®16" O.C. 9" R-30 F.G. INSUL. 3 1/2" R-13 F.C. INSUL.. 10 N \ 3'-0" t SKYLIGHT LOCATION BONUS ROOM m ^ �,` �' SKIMCOAT PLASTER OVER 1/2" BLUEBOARD OVER 1 X 3 STRAPPING ® 16" O.C. I- TOP OF PL. 5/8" PLYWOOD SUBFLOOR 9" R-30 F. IN L. 2ND FIN. FLOOR ,I✓ ,%� <1 --}'�� 2- 6 X 8 WOOD BEAMS NON-STRUCTURAL 2 X /0'S O 16" O.C. 2 X 10''0 16" . L_� I I� II SKCOAT PLASTER OVER 1/2" USE "KANT-SAG" RAFTER TIES OR SIMILAR BLLBOARD OVER 1 X 3 I STIPPING O 16" O.C. TYPICAL WALL CONSTRUCTION i WHITE CEDAR SHINGLES ® 5 1/2" T.W. OVER "TMCK" EXTRIOR 3 1/2" R-13 FIBERGLASS INSUL. (TYP.) PLYWOOD OVER 2'EX 4` X 7 -4E' STUDS 2 TOP AND 1 BOTTOM LIVING ROOM DINING ROOM BEDROOM BDR00 ® 16" O.C. WITH PLATE _ 7'-6 1/2" STUD WALL I 6" R-19 FIBERGLASS INSUL (TYP.) I i 6" R-19 FIBERGLASS INSUL. (TYP.) - 3/I PLYWOOD SUBFLOOR ii ,.� �3/4"PLYWOOD SUBFLOOR _ lsl FIN. rt 1 �- - -- 1' 2 X 10'S O 16' O.C. 3- 2 X 10'S `2 % 6 P.T. SILL WITH SILL SEAL I\\ 2 6 P.T. SILL WITH SILL SEAL 4 - 2 X 10'S W000 BEAM 4 - 2 X70'S WOOD BE ° GALV. FND SILL STRAPS GA FIND SILL STRAPS ✓"`\ �32" O.C. IMBEDDED IN C� •. ® O.C. IMBEDDED IN 3 1/2" m CONC. FILLED STL. COL (TYP CONC. A MIN. OF 12" (TYP.) 3 1/2" t ;DNC. FILLED STL. COL. (1YP. CO A MIN. OF 12" (TYP.) •. ° f-8" P.C. FND. WALL T-10" HIGH 8" . FND. _WALL 7'-j0" HIGH }ti r �t� BASEMENT I 11c�a �, m BASEMENT .� 3 1/2" m CONC. FILLED STL. COL. (TYP.) ^ 4" POURED CO L�LgB ' 4" PCLn.EDOONC, SLAB W(TH t 1.?O R'NITH 6" % 6" /(10 W `OVDj 8'"MIL POLY; J, 6" X 6• Ji) WWM OVER 6 NIL POLY i-- - O VAPOR BAR. 0 Ot4Pk EARTH VAPOR BAR_ OVER COMP. EARTH �� _,_1< ,; ,�' . •;`.:" -- i( TOP OF FTG. U} _ . 08" 8 X 16" CONT. P.C. FTG. 2'-6" X 2'-E" X 2'-6" POURED CCNC:- NOTE SEE- SECTION A FOR TYPICAL NO �.:...:.;:: FOOTINGS FC= COLUMNS SECTION SECTION B _' 1/4' - 1•-0' 1/4" V-0" I 0 I 0 I - v �a= 12fu��k�—1 1 AL IDWEII_UI N ti it II II I 1 .� tl II 21'-6" ; r_i A A-4 i W_•Z..N,.D,,.p,::W ...._ S C H:.E..D...U. L E .,.:_..— N0. TY. ROUGH OPENING -VAj.0 AN _$FUARKS 1 4 X 4'-10" 2.3.3 DOUME HUNG 24 X 24 D.H. 12 OVER 12 X '- 2,38 CASEMENTS ANDERSEN CW25 3 2 - X - 2,3,g DOUBLE NUNC 24 X 16 8 OVER 8 27a 1/2" X 7'-4" (TOTAL) 2.3.5 DoumE HUNG TW2042/TW3452/TW2042 if HEAEDEFR SCI—HEC:)U LE SIZE OF IHE6QERIAX SUPPORTING RO ONLY N 'TH SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY A80VE GTH MAX NTH MAX N X 4 4- N A N A _ X _ 4- N A _ X _ _ NIA -2 X X 6'-8" FRONT ENTRANCE N66-4 I 0 I 0 I - v �a= 12fu��k�—1 1 AL IDWEII_UI N ti it II II I 1 .� tl II 21'-6" ; r_i A A-4 i W_•Z..N,.D,,.p,::W ...._ S C H:.E..D...U. L E .,.:_..— N0. TY. ROUGH OPENING -VAj.0 AN _$FUARKS 1 4 X 4'-10" 2.3.3 DOUME HUNG 24 X 24 D.H. 12 OVER 12 X '- 2,38 CASEMENTS ANDERSEN CW25 3 2 - X - 2,3,g DOUBLE NUNC 24 X 16 8 OVER 8 27a 1/2" X 7'-4" (TOTAL) 2.3.5 DoumE HUNG TW2042/TW3452/TW2042 if III;IIIII�III"I19',IIIIIIIIiII!I;IIIIII�III UN E !1 OF OOF ' 2 2 x 10 s I I " TYP CAL' R00 FRA d1NG X 81S 0 6 C. ICA CA 'F RODF FRr'!'NG 2 X S 16 C, i t t I 2_ X 110's- 2.1 $ 1 X6 ' O •I I . 1 _ imu II I i 2 X 1 V LEY I i - - - - - ---- - - - - - - - -F _TI - I X 10 RIDGE 1 I 1 n. n. L ---------------`---i-----------' A-4 A-4 8 UNIT A ROOF FRAMING LAYOUT 2 XI10'S X 6 STRUTS @ 16" A= 24'-0" A/3 IT. RIDGE VENT 2 X 10 RIDGE BOARD —2 X 8'S 0 16" O.C. - TYPICAL ROOF CONSTROMION ASPHALT ROOF SHINGLES OVER APPROVED SHINGLE BACKING OVER 1/2" EXI PLYWOOD (FIR) OVER C.-� ROOF RAFTERS (TYPICAL) 1 CAR GARAGE �.�t�lJ STii� III n �p 4" P SCA6 [T. Xi'hg10•Y OVER 6 MIL. P.V.B. OVER EARTH 2 X 4 P.T. BO N(IOPLA *� c 'e •• �° �i CRAUE y t PROVIDE 45' CHA "s • ` z �w�''Fs°� EGD B" P.C. FOUNDATION WALL .Q 2 8" X 16" P.C. FOOTING ---f-.. I- , SECTION THROUGH GARAGE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS D 0 0 R S C H E D U L E Im QT_y_ TYPE, OPENING STUD TO SOLE PLATE REMARKS A 2 1 STEEL- 14 LITE 3'-0" X 6'-8" FRONT ENTRANCE N66-4 B 2 FIRE DOOR 2'-8 X 6'-8 C O.C. @ EDGE AT WOOD RUIM 6'—Om X 6-8 6 -0 2 DOOR UNI D 2 1 STEEL 9 LITE2"-8 X 6-8 HEM UARAGE DOOR N66-2 E 14 INT. :F--6- X 5 8" X 1'-11 3 16 2.38 CIRCLE 'TOP W AN R N TN 4 X 6'-6 rI 4 INT. GISEMENT ANDERSEN CN235 6 -6 H 2 -6 X 3'-3 5/16" 2.36 SKYLIGHT ROTO SV - 14 III;IIIII�III"I19',IIIIIIIIiII!I;IIIIII�III UN E !1 OF OOF ' 2 2 x 10 s I I " TYP CAL' R00 FRA d1NG X 81S 0 6 C. ICA CA 'F RODF FRr'!'NG 2 X S 16 C, i t t I 2_ X 110's- 2.1 $ 1 X6 ' O •I I . 1 _ imu II I i 2 X 1 V LEY I i - - - - - ---- - - - - - - - -F _TI - I X 10 RIDGE 1 I 1 n. n. L ---------------`---i-----------' A-4 A-4 8 UNIT A ROOF FRAMING LAYOUT 2 XI10'S X 6 STRUTS @ 16" A= 24'-0" A/3 IT. RIDGE VENT 2 X 10 RIDGE BOARD —2 X 8'S 0 16" O.C. - TYPICAL ROOF CONSTROMION ASPHALT ROOF SHINGLES OVER APPROVED SHINGLE BACKING OVER 1/2" EXI PLYWOOD (FIR) OVER C.-� ROOF RAFTERS (TYPICAL) 1 CAR GARAGE �.�t�lJ STii� III n �p 4" P SCA6 [T. Xi'hg10•Y OVER 6 MIL. P.V.B. OVER EARTH 2 X 4 P.T. BO N(IOPLA *� c 'e •• �° �i CRAUE y t PROVIDE 45' CHA "s • ` z �w�''Fs°� EGD B" P.C. FOUNDATION WALL .Q 2 8" X 16" P.C. FOOTING ---f-.. I- , SECTION THROUGH GARAGE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS D 0 0 R S C H E D U L E Im QT_y_ TYPE, OPENING STUD TO SOLE PLATE REMARKS A 2 1 STEEL- 14 LITE 3'-0" X 6'-8" FRONT ENTRANCE N66-4 B 2 FIRE DOOR 2'-8 X 6'-8 C O.C. @ EDGE AT WOOD RUIM 6'—Om X 6-8 6 -0 2 DOOR UNI D 2 1 STEEL 9 LITE2"-8 X 6-8 HEM UARAGE DOOR N66-2 E 14 INT. :F--6- X 6'-6 F 4 INT. 2'-4" X 6'-6 rI 4 INT. 2'-0" X 6 -6 H 2 BIFOLD 6'_O X 6-6 O.C. SHEATHING TO STUDS INTERMEDIATE 8D @ 12" O.C. 1/2" SHEATHING TO STUDS GABLE WALLS 8D @ 6" O.C. IL �1 p'�� a J BOJ ¢< Z a co III;IIIII�III"I19',IIIIIIIIiII!I;IIIIII�III UN E !1 OF OOF ' 2 2 x 10 s I I " TYP CAL' R00 FRA d1NG X 81S 0 6 C. ICA CA 'F RODF FRr'!'NG 2 X S 16 C, i t t I 2_ X 110's- 2.1 $ 1 X6 ' O •I I . 1 _ imu II I i 2 X 1 V LEY I i - - - - - ---- - - - - - - - -F _TI - I X 10 RIDGE 1 I 1 n. n. L ---------------`---i-----------' A-4 A-4 8 UNIT A ROOF FRAMING LAYOUT 2 XI10'S X 6 STRUTS @ 16" A= 24'-0" A/3 IT. RIDGE VENT 2 X 10 RIDGE BOARD —2 X 8'S 0 16" O.C. - TYPICAL ROOF CONSTROMION ASPHALT ROOF SHINGLES OVER APPROVED SHINGLE BACKING OVER 1/2" EXI PLYWOOD (FIR) OVER C.-� ROOF RAFTERS (TYPICAL) 1 CAR GARAGE �.�t�lJ STii� III n �p 4" P SCA6 [T. Xi'hg10•Y OVER 6 MIL. P.V.B. OVER EARTH 2 X 4 P.T. BO N(IOPLA *� c 'e •• �° �i CRAUE y t PROVIDE 45' CHA "s • ` z �w�''Fs°� EGD B" P.C. FOUNDATION WALL .Q 2 8" X 16" P.C. FOOTING ---f-.. I- , SECTION THROUGH GARAGE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS JOIST TO SILL OR GIRDER TOE NAIL 3— 8D V SOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C. STUD TO SOLE PLATE 2— 16D STUD TO TOP PLATE 2— 16D G'_S DOUBLE STUDS FACE NAIL 1 O @ 24" O.C. MIN. BUILT—UP HEADER TWO PIECES W 1/2" SPACER 16D @ 16" O.C. @ EDGE CEILING JOISTS TO PLATE, TOE PLATE 3- 8D O CEILING JOISTS TO PARALLEL RAFTERS ,3,- 10D RAFTER TO PLATE, TOE NAIL 2-16D — q I BUILT-UP CORNER STUDS. 1 DD @ 24" O.C. . RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4-16D � I RAFTER TIES TO RAFTERS 3- 8D rI 4" SUBFLOOR TO JOISTSS 8D @ 6" O.C. SUBFLOOR TO JOISTS INTERMEDIATE 8D @ 12" O.C. 1/2" SHEATHING TO STUDS EDGES 8D @ 6" O.C. SHEATHING TO STUDS INTERMEDIATE 8D @ 12" O.C. 1/2" SHEATHING TO STUDS GABLE WALLS 8D @ 6" O.C. 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LD — q I q q a rI a LD U Z N q L''1 I:Q r� 1 < I ¢ 0) IL �1 a J BOJ ¢< Z a co o WDO N E rL_U� �� o w Ir i LLJ W W q W I ^ a IR�� I SII I -w a Y l ... .. q, UJ " U C5 L iI II I r �I i. ~