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Home My WebLink AboutBLD-19-4464REV. 1 CUT BACK EXISTING ROOF CUT DOWN EXISTING WALL ADD NEW DBL PLATE AND RAFTERS AT EXISTING -� CEILING 14EIGHT i� II EXTEND EXISTING PROPOSED GARAGE AND AREA CRICKET ABOVE 8' BEYOND i 2 FOLLOW EXISTING ROOF I A-4 PITCH AND RETURN ROOF I I PITCH FOR GABLE ROOF I OVER EXTENSION II Ix2 RAKE TRIM MATCH w/EXISTING I r�— Ix8 RAKE TRIM MATCH w/EXISTING W.C. SHINGLES MATCH w/EXISTING Ix5/6 C. MATCH w/EXISTING Ix4 WINDOW TRIM MATCH w/EXISTING 2" R.C. SILL Ll iL 2-TWT2423 ASPHALT ROOF SHINGLES 6-TW24410 MATCH w/EXISTING FAMILY ROOM LEVEL — _ _ . _ . _ PROPOSED GARAGE EXTENSION ±6.5:12 ALUM. GUTTER PITCH - FIRST FLOOR ENTRY WOOD BRACKETS 3 -CONTAINER TRASH CAN STORAGE SHED I L0 o i cn EXISTING 8070 OHGD 8070 OHGD EXISTING RETAINING WALL RETAINING NOTE: WALL FRAMING BELOW FLOOD ZONE TO BE NORTH P.T. FRAMING w/ P.T. PLYWOOD 24" FROM FRONT E L EVAT I O N P.T. SILL PLATEE SCALE: 1/4" = 1'-0" ■-� % • • I Tai SOME,' • ��i�� : • • ME= Z111"mm TW15410 ENTRY 5:12 PITC14 mm INIM ��11it�I•�■o!�� 1■��NEI i�uiir�i�■ii � moms i�iiisiW■ili�i�i �i iii■�i�■�i��in■■i��i■ii��i■■�i�■■i�� 11 fl1WON INN] ME LPROPOSED 10" VERIFY WINDOW 517ES So. COLUMNS w/EXISTING TO FIT IN ON BASES EXISTING STEPS I,>" i z" (DECORATIVE) BRACKET DETAILS SCALE: 1" = V-0" Id" WEST RIGHT ELEVATION SCALE: 1/4" = V-0" A CERTIFIEU A5 MILi 10 �` V►.4� BEFORE FINAL INSPECTION F,Eg 212019 1tJC' UEPAR'(MENT 13 11.0 l TOWN OFYARMOUTH REVIEWED FOR Bl11LDINO AND ZORING CODE COMPLI- ANCE. ERRORS OR 1 �ISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' COMPLIANCE. DATE: JII' d• '/S_ BUILDING OFFICIAL FCL r W J m Q W I— Q W U O w LL J O W 00 Of O Z -i H L 7 > � in5R w W O�� U ZmW -W O W I - 0 Z�n D_ Z W Z '7 Z O WwaQ 00 00 0') o a) in W 0) r r V z Q D V) z a V C'7 � z (A Q c t .1 v ca _ ILA N m W N Q N N ap r V) CL 00 0 r c i W ~ •� 0 M C� O E r' L 00 W z 0 v ->-Ln Q w .:i uj O 2 uJIgo W C 0 0 Wz Q Q O 0 d � � LU Q a > W V L W � U W O W J DATE: 3/14/2018 SCALE: 1/4" = 1'-0" DRAWING #: PROPOSED SQUARE FOOTAGE FIRST FLOOR LIVING 176 GARAGE 176 TOTAL PROPOSED AREA 352 i W J m Q W F - Q W U F- LL W O J W a' 0 O O J _Z p U) LL U) o W F- Y U 040 ZmW Z'Q, U 0. W r- J< Z CO z Z l.;Z O a w aQ 00 00 rn C) W rn in O) z J D L z O U +r J z t tAo J V m D N tA m cc� W +1 .G � �` cV t� Q C m = Z O M to W z z d- m O >- 0 Ln I� o ®a Lua .. W o � (n z cod 4 O J oW p O cowl o. v O LL v � O-jw Lij a. a - F- 1= DATE: 3/14/2018 SCALE: 1/4" = V-0" DRAWING M =' cn W H Y O U Z mO Z w U w �- Z O W w � oo ao > o rn w � rn (n F_ F_ D z O U 0 z 0 J_ m uj Q CIO 0 z LIC O w z W 0 N dJ V v co V) N m N v � N L40 j QCO Ol .M O E M �E 0� foo Q 11 NOTE: n PROVIDE RAFTER VENTS W O 02 AT VAULTED CEILINGS ®a ASPHALT ROOF SHINGLES J p W MATCH W/ EXISTING C7 °a o W CDX PLYWOOD OR 7,f6" 'a '•+. 1% z O � MIN IL JOIST HANGER 15# FELT PAPER LLi J CL 1" WHITE CEDAR SHINGLES DATE: 3/14/2018 SCALE: 1/4" = 1'-0" 2xB CLG JOISTS 16" O.C. SIMPSON H2.5A EACH TYVEK HOUSE WRAP RAFTER TO PLATE CONNECTION ° Y2 CDX PLYWOOD ALUMINUMDRIP 0 EDGE o 00 2"x6" FRAMING 16" O.C. LL 0 3/4" TtG PLYWOOD SUB -FLOOR 0 GLUED AND NAILED, TYPICAL R-21 FIBERGLASS INSULATION RAFTER 'o I 2XB FLOOR JOISTS 16" O.0 6 mil. POLY VAPOR BARRIER R-35 INSULATION " TYPE "X" FIRE CODE GWB Y2" GYPSUM WALL BOARD Y2" GYPSUM BOARD GUTTER ENTIRE GARAGE CEILING Ix FASCIA Ix STRAPPING 16" O.G. MATCH w/EXISTING Ix STRAPPING 16" O.C. STRIP VENT DOUBLE TOP PLATE Ix SOFFIT WBX40 MATCH w/EXISTING FLUSH STEEL BEAM DENTIL MOLDING 2"xB" BOLTED TO MATCH w/EXISTING TOP AND BTM. FLANGES Ix FRIEZE BLOCKING TYPICAL WALL MATCH w/EXISTING WALL TYPICAL EAVE STEEL AM BEAM TO FLOOR CONNECTION- ONNECTION 1TYPICAL SCALE1/2n-1-0n SCALE SCALE 1/2n -1-0n SCALE 1Y2n-1-0n 2"x6" P.T. SILL PLATE EXPANSION JOINT FILLED w/ SILL SEALER w/BITUMINOUS JOINT FILLER AND TOPPED w/ FLEXIBLE " ANCHOR BOLTS w/3"x3"x1'4" GARAGE WALL I JOINT SEALANT WASHER 32" O.G. I MIN. 7" EMBEDMENT. GARAGE DOOR I I 4" CONCRETE SLAB - 2-#5 BARS TOP TYP RIDGE STRAPS TYPICAI I I WWF 6x6 6/6 ® a Z_ 10" FOUNDATION WALL OPTIONAL w/COLLAR II I TOP 1/3 OF SLAB a j TIES APRON AT, GARAGE DOOR 4" CONCRETE SLAB I j co RIDGE VENT THICK AT END I I APPLY DAMP PROOFING 6" I a J°J o B" THICK AT DOOR I I I WWF 6x6 6/6 TOP 1/3 OF SLAB d a C� I I ' FINISHED GRADE RIDGE BEAM — ,o (SEE PLAN FOR SIZES) 6" COMPACTED FILL ,\ 1-#5 BAR CONTINUOUS ° a �— ASPHALT ROOF SHINGLES AT PERIMETER II ., Q s/a" CDX PLYWOOD DROP WALL I a 12" AT DOOR - ------------------ � I I- 15# FELT PAPER ° � a a d c a a a 6"COMPACTED FILL a a n 10 WIDE FOUNDATION WALL _CENTERED c � ON 20" WIDE x 10" 2"x10" RAFTERS 10' O.C. I I I I I I I I NIGH CONTINUOUS FOOTING (UNLESS NOTED OTHERWISE) al I I w/KEYWAY. VERIFY FOOTING eI I I I 2#5 BARS BTM. TYP. COMPACT DGRANU AR FILL OR a G UNDISTURBED GRANULAR SOILS a I I ((— w/ NO CLAY, PEAT, LOAM, a® f I APPLY DAMP PROOFING OVER VEGETATIVE MATERIALS. I° I �. TOP OF FOOTING 2x4 KEY WAY I I 2x4 KEY WAY — 4a I I I I ( 13#5 BARS CONTINUOUS IN 2-#5 BARS 70P 4 BTM. TYP I I I I Q a FOOTING 10" FOUNDATION WALL —III I I I I I I I a a® a ®I I a III I I #5 BARS VERTICAL 24" O.C. - - -Z1a EXTEND 42" ABOVE TOP OF a FOOTING BACKFILL WALL AFTER CONCRETE HAS SET A MIN. I I (I I I III OF SEVEN DAYS AND HAS ACHIEVED FULL STRENTGH TYPICAL RIDGE GARAGE APRON DETAIL FOUNDATION WALL & FOOTING 4 5 6 SCALE 1 /2" = V-0" SCALE 1 Y2" = 1'-0" SCALE 1 %2' = 1'-0" =' cn W H Y O U Z mO Z w U w �- Z O W w � oo ao > o rn w � rn (n F_ F_ D z O U 0 z 0 J_ m uj Q CIO 0 z LIC O w z W 0 N dJ V v co V) N m N v � N L40 j QCO Ol .M O E M �E 0� foo Q 11 n W O 02 ®a J p W �— C7 °a o 'a '•+. 1% z O � n IL m U w � O 0' LLi J CL 1" DATE: 3/14/2018 SCALE: 1/4" = 1'-0" ° DOUBLE TOP PLATE I I J I CONTINUOUS HEADER IIJ II� EXTEND HEADER TO KING Il III, STUD ll III i I I I NAIL TOP PLATE TO BTM. OF HEADER j J 2 ROWS OF 16d NAILS 3" ,IIJ O.C. III IIIJ j Y2" CDX PLYWOOD SEE CODE CHECKLIST III °i FOR NAILING OPENING 111lO/,/ PLATE Il IIID 11� d -� Jj O— ° 2'x6' P.T. SILL PLATE %' ANCHOR BOLTS w/3'x3"xy4"WASHER MIN. 7" EMBEDMENT. 10' FOUNDATION WALL 7 OPENING -1 • 4 I I •I •I i I I. I. 1 1 lol.° ° ° ° a ° p d ° °:I I Ild ° I01 DOUBLE TOP PLATE SIMPSON SP6 OR SIMILAR CRIPPLE STUD HEADER SIMPSON LSTA UPLIFT STRAP OR SIMILAR PER JACK STUD JACK STUD I—JACK STUD FOR OPENINGS UPTO 4' (USE LSTAq) 2—JACK STUDS FOR OPENING 4' TO 6" (USE LSTAq) 2—JACK STUDS FOR OPENING 6' TO 10' (USE LSTA12) KING STUD SIMPSON STHD OR SIMILAR 2"x6" P.T. SILL PLATE 5/a" ANCHOR BOLTS w/311x3"xy4 "WASHER MIN. 7" EMBEDMENT. FOUNDATION WALL TYPICAL HEADER CONNECTION SCALE 3/4" = 1'-0" SIMPSON HTT4 OR SIMILAF HOLDOWN CORNER STUD 14OLDDOWN DETAIL -4 STUDS CORNER STUD CONNECTED TO TRANSFER SHEAR 6d COMMON ILS 6' o.c. NAILING SCHEDULE 00 00 ee JOINT DESCRIPTION e e e o o a e NUMBER OF NUMBER OF NAIL SPACING -------1------- i II Il II II lel it ll Il it II lel I1 II II II II II 101 IIriit II 11 II II I,I IIrlII II II II III.J I II II II COMMON NAILS BOX NAILS I I i I I I. I I ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END WALL FRAMING II II 11 II II 11 lel It II II II II II II II It II II —_—_ == — � TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) _� --e— 2-16d 2-16d 24" O.C. HEADER TO HEADER (FACE NAILED) -e- - 16d 16d 24" O.C. ALONG EDGES FLOOR FRAMING W JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) —= —e— —°— -e--e e e e e 4-8d 4-10d PER JOIST BLOCKING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) v 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) d [AJ 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 5 3-8d 3-10d PER JOIST BAND JOIST TO JOIST (END NAILED) m 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS <. a ~ RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 3/14/2018 8d 10d 6" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8d 10d 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d 10d 6" EDGE/6" FIELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d 10d 4" EDGE/4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD WALL SHEATHING WOOD STRUCTURAL PANEL STUDS SPACED UP TO 24" O.C. 8d 10d 3" EDGE/12" FIELD Y2' AND 2%32" FIBERBOARD PANELS 8d - 3" EDGE/6" FIELD Y2" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS 8d 10d 6" EDGE/12" FIELD GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD DOUBLE TOP PLATE 2"x6" WALL FRAMING 16" O.C. Y2" CDX PLYWOOD — SEE CODE CHECKLIST FOR NAILING BTM. PLATE 3/4" TtG PLYWOOD SUB -FLOOR GLUED AND NAILED, TYPICAL RIM JOISTS 2"x6" P.T. SILL PLATE - W ANCHOR BOLTS w/3"x3"xi'4" WASHER MIN. 7" EMBEDMENT. 89 TYPICAL BRACING AT NARROW WALLS CORNER STUD HOLD DOWN 3/4" _ " _ SCALE = 1-0 SCALE 1 Y2 = 1 -0 10" FOUNDATION WALL 10 00 60 00 00 00 00 ee e oe ° e o e e o e so — e e e o o a e o U� -------1------- i II Il II II lel it ll Il it II lel I1 II II II II II 101 IIriit II 11 II II I,I IIrlII II II II III.J I II II II II 61 II II II II II 1 1 lel II II II II II I I I,I II 11 II II II I I lel II II II II II II II II ii II 101 II II II II II I,I II II II II II lel II II II II I I i I I I. I I W o II6.1 II it61 II II IILj II II6.1II II II II lel II it6.1it 11 II II IIriII II I 1 lei II 11 II II II II I I I,I II 11 11 II II II 11 II II II --— -- co _—-==1e1 = II II 11 II II 11 lel It II II II II II II II It II II —_—_ == — � I I I I — �® _� --e— - - -e- - -e-- -e- - J .. o W -e e -e -s -e--o —= —e— —°— -e--e e e e e - e aW6 o v \ Or w d [AJ a CJ � 5 d d m U w � 0 J ~ Q. <. a ~ SILL TO PLATE SHEATHING CONNECTION SCALE %" = 1'-0" W. U) X w W 1— Y Z m U Z = w U W r Z Z W Z O o: w co co > o rn w r T,-- w 85r Ln z Q J t/1 z O U 0 z_ 0 J CY] W m = z U) O w z 0 tA u co N ca 41 N N � N N 0-00 � O Em C) t a U� W o �® a J .. o W Q F— �0a aW6 o (D \ Or w z of O CL O � 5 a m U w � 0 J ~ Q. ~ DATE: 3/14/2018 SCALE: 1/4"= 1'-0" t