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HomeMy WebLinkAbout2018 Oct 10 - Sign Off Transmittal, Plans - Addition to Rear of Main House1NIN00A SGHEDULF: MODEL W5 ARE BY FELLA PROLINE SERIE5 U.N.O. MARK SIZE W X H (RO) MODEL NO. REMARKS ® 2'-1 5/4" x 4'-5 3/4" 2553 PH IN5UL. 6LA55 © 1'-11 3/4" x 3'-5 5/4" 2541 c.A5, IN5UL. GLA55 (5) COMBO © 7-1 5/4" x 4'-5 3/4" 5553 PH IN5UL. GLA55 O 2'-0 1/4" x 3'-& 1/4" 255 x 41.5 PH IN5UL. GLA55 NOTE: VERIFY ALL AINDOA AND DOOR UNITS WITH OWNER PRIOR TO.ORDERIN6 VERIFY ALL UNIT DIMENSIONS AND MODEL NUMBERS WITH WINDOW MANUFACTURER, VERIFY PRIOR TO PURCHASE/CONSTRUCTION ALL 6LA55 TO BE LOA E IN5ULATED 6LA55 * INDICATES TEMPERED SAFETY GLAZING ALL WINDOW AND DOOR HEADERS TO ALIGN NOTIFY OWNER/ARCHITECT OF ANY CONFLICTS k'5�-T SHINGLES 170 MATCH EXISTING CE AND WATER5HIEL: . ZOOF IN ITS ENTIREr 5/8" EXTERIOR 'LYAOOD ROOF SHEATHING >OUBLE HUNG ,1INDOA WITH 6ULATED GLAZING IDING AND TRIM TO LATCH EXISTING OUSE ND FLOOR OL xt'-O" OUBLE HUNG INDOW AITH 5ULATED GLAZING >6416, FLOOR �0'-0" SING TO MATCH R INFILTRATION 1RRI ER PLYWOOD HALL EATHING iULATION R21 �POR BARRIER " SHEET ROCK SILL PLATE ,CHORED TO 'UNDATION WALL s � � � � C�`0. Ct✓ L-i s.� .F. RIGID INSULATION PROTECT ALLOW FOOTING 9M FROST ZIFY WITH LOCAL PECTOR BUILVINIS 5EGTION A2.1 SCALE: 1/2" = 1'-0" TO MATCH EXISTING HOUSE 5OUTH ELEVATION SCALE: 1/4" 1 AE5T ELEVATION SCALE: 1/4" = 1'-0" 'r t i mom wfi� O w N � tu � Lu O O V v � v m � � Q u w Q O v m Q V Q i A o01 „P, r.. N IT O 'n GENERAL STRUCTURAL NOTES: I. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BEGINING CONSTRUCTION. NOTIFY ARCHITECT OF ANY CONFLICTS. ALL DIMENSIONS ARE TO FACE OF 5TUD/5TRUGTURE UNLESS NOTED OTHERWISE. _ T T _ I 1 I I 2. ALL CONCRETE SHALL BE STONE CONCRETE HAVING A MINIMUM C-OMPRE551VE 5TRENGTH OF 5000 PSI AT 28 DAYS f OR GARAGE SLABS AND 2500 P51 FOR ALL OTHER CONCRETE. I I I I IXIO �FTRS 16" 19415. . i ALL CONCRETE. WORK TO CONFORM TO THE MA55AGHU5ETT5 STATE BUILDING CODE AND LOCAL ORDINANCES. , I 4. ALL WELDED WIRE FABRIC SHALL BE PLAIN, GOLD DRAWN, ELECTRICALLY WELDED FABRIC GONFORMIN I I I G TO REQUIREMENTS 1 I I I I 1 OF ASTM SPEC. AI85, USING BRIGHT BASIC WIRE MEETING ASTM SPEC. A82 1 I I I I I I 5. 5LAB5 ON GRADE SHALL BE PLACED OVER COMPACTED DRAINABLE GRANULAR BASE, VAPOR RETARDER IAND. I I I I I I I I II RETARDER AND. PROVIDE WELDED WIRE FABRIC 1 66 - WIA x 1.4 IN FLAT SHEETS, PLACE I INCH FROM TOP OF 5LAB5 IN ALL 5LA55 ON GRADE UNLESS. OTHERWISE 5HOWN. 5AW GUT PANELS APPROXIMATELY SQUARE NOT TO EXCEED 15 FEET.6. II THE CONCRETE CONTRACTOR SHALL INSTALL OR GIVE OTHER TRADES AMPLE OPPORTUNITY TO INSTALL ALL ANGHOj25, L BOLT5, PLATES, NAILERS, SLOTS, CHASES, PIPE SLEEVES, ETC., AS REQUIRED BY THESE TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE 5ETTING SGREED5 AND FORMS. f i 'T. FOUNDATION WALLS SHALL BE PLACED IN ALTERNATE LENGTHS, NO HORIZONTAL JOINT5 SHALL BE PERMITTED EXCEPT AS SHOWN ON PLANS. FOUNDATION WALL5 SHALL BE BRACED UNTIL ADJOINING FLOOR CONSTRUCTION 15 IN PLACE. i FROST WALL5 SHALL BE BAGKFILLED EVENLY ON BOTH SIDES OR BRACED UNTIL ADJOINING CONSTRUCTION 15 IN PLACE I�00 I NG �L1� ON BOTH SIDES. / 'l i SCALE: 1/4" = 1'_0 g FOOTINGS SHALL BEAR ON UNDISTURBED 501L OR COMPACTED FILL CAPABLE OF I SUPPORTING A SUPERIMPOSED LOAD OF 1.0 TONS PER SQUARE FOOT. FOLLOW GEOTECHNIGAL ENGINEERING REPORT FOR 51TE PREPERATION. `I• CARRY ALL EXTERIOR FOOTINC75 A MINIMUM OF 3'-b" BELOW FINISH GRADE AND TO 50M GROUND IN ANY CA5E. ffl10. STEP FOOTINGS NOT MORE THAN ONE FOOT VERTICAL TO TWO FEET HORIZONTAL _ e 8 8 -F-fi=T7HORIZNTAL I ,T. III I I I i 11. KEY ALL FOOTIN65 AND TOPS OF CONCRETE WALL5 SUPPORTING SLABS. 1 - _ _�Ilol I I I I i III N I I 1 I I I I I I I m. 12. ALL CONCRETE SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" OF THE AMERICAN CONCRETE INSTITUTE (AGI 515) AND LOCAL BUILDING CODES. 1 - ? - l I 2x JOI T ®16" .G. ALL CONCRETE SHALL BE AS SPECIFIED AND RECOMMENDED NDED BY THE AGI FIELD REFERENCE _ x I MANUAL. ' CO 13. DOUBLE ALL J015T UNDER PARTITIONS. PROVIDE ONE ROW Ix3 BRIDGING PER SPAN. —III ( III III ) i I11� i L I�L 14. FLOOR FRAMING BASED ON: _ _I�L SPRUCE PINE FIR NO. 2, Fb= 1,100, E= 1.4 _ _ _ ;DESIGN CRITERIA: 40# LIVE LOAD, 10# DEAD LOAD i J�`� (3) 13/4 x a I/4 2.DE MIGROLLAM LVL SLEEPING AREAS 50# LIVE LOAD, 10# DEAD LOADIF DEFLECTION = L/360 5EGOND f=LOOR ROOF FRAMING BASED ON: SPRUCE PINE FIR NO. 2, Fb= 1,100, E= 1.4 I FRAM I NCB PLAN DESIGN CRITERIA: 30# SNOW LOAD (YARMOUTH), Io# DEAD LOAD SCALE: I/4" DEFLECTION = L/360 NOTES: I. TYPICAL HEADERS ABOVE ALL SINGLE AND DOUBLE WINDOWS AND DOORS TO BE (5) 2x10 18'-1 3/4" WITH 1/2" PLYWOOD GUSSET PLATE UNLE55 NOTED 100 00, b OTHERWISE IO�� x 2°'REINF. \ 2. DOUBLE ALL FRAMING UNDER WALL5 PARALLEL 5" 50NO TUBE WITH 1 CONCRETE FOOTING C / TO FRAMING (TYP) F�OOTBING SYSTEN ALI ,',' �� ll � ��•~J 3. ALL DECK FRAMING TO BE PRESSURE TREATED I (2) 2x10 WITH 5TAINLE55 STEEL FA5TENER5 t I i i 8" IIREIN . GO G FOUNDATION �WAL I ` t F- � I I, I I I ► I 1 I I �,zj l .��Z I ' C�/ `� .. 2X JOT �II6u GI _ ..I. I N i t IN ® I i i i DOWELL NEW I FOUNDATION WALL II III. 1 TO EXISTING (TYP) 25 LEDGER RD THRU BOLTED TO EXISTING RIM FILL EXISTING WALL SOLID FOR LVL SUPPORT CZ� Pia� =�{�- �Csi'�-1 "�T1, WOOD t.�J NEW t; Dts 1XSi ' FOUNDA 1 I ON 4 F I R5T LEDGER BOARD TO EXISTING STRUCTURE FLOOR FRAMING FLAN CONTRACTOR TO VERIFY STRUCTURAL INTEGRITY 50ALE: 1/4" = 1'-0" NOTIFY ARCHITECT OF. ANY DISCREPANCIES WINDOW SGH�DUL MODEL #'S ARE BY PELLA PROLINE 5ERIE5 U.N.O. MARK SIZE W X H (RO) MODEL NO. REMARKS ® 2'-1 5/4" x 4'-5 5/4" 2553 PH INSUL. GLASS © 1'-II 5/4" x 3'-5 3/4" 2341 GA9. INSUL. GLASS, (5) COMBO © 2'-q 5/4" x 4'-5 5/4" 5553 PH IN5UL. 67LA55 0 2'-0 1/4" x V-6 1/4". 255 x 41.5 PH IN5UL. 6LA55 .NOTE: VERIFY ALL WINDOW AND DOOR UNITS WITH OWNER PRIOR TO ORDERING VERIFY ALL UNIT DIMENSIONS AND MODEL NUMBERS WITH WINDOW MANUFACTURER, VERIFY PRIOR TO PURCHA5E/CON5TRU0TION ALL GLA55 TO BE LOW E INSULATED GLASS " INDICATES TEMPERED SAFETY GLAZING ALL WINDOW AND DOOR HEADERS TO ALIGN NOTIFY OWNER/ARCHITEGT OF ANY CONFLICTS lu 4 T.O. WALL EL.: V.I.F. D ° �vs 2" HORIZONTAL RIGID + INSULATION TO PROTECT Q FOOTING FROM FROST A5 cn PER LOCAL CODE ° D 2" VERTICAL RIGID INSULATION Tm R5 MIN. PROVIDE THERMAL ° BREAK AT SLAB INTERSECTION (TYP) . . ° D A Iwo D i LL 5EGTION . `illALI 50ALE: 5/4" = 1'-0" a 5EGOND FLOOR FLAN SCALE: 1/4" - 1'-0" 1 IS'-1 5/4" F I R5T FLOOR FLAN SCALE: 1/4" = 1'-0" NORTH z � N O ui w N J ___I lu v O 0 r� O v v m Q O m a Q M • c7 rr o V U a H U � 3 — a x bi w F-1 U 3 Q x v x �> Ln O Mi �''i�`` . LLJ A W cp z v Lu V V Wtu OLu �Q C- s� ��P�ZHOFMgssgo o� MICHELE CUDILO rn STRUCTURAL y No 34774 9FG/STEP�� FAQ FSS� NAL 1 3 � SY-,�►:�iT o,�� NOTES 1. DATUM IS Ni 2. THIS PLAN I BE USED FOI PURPOSE. 3. CONTRACTOE DIGSAFE (1 — LOCATION OF PRIOR TO CC 4. EXISTING 2 DWELLING. 5. ROOF DRAIN 6. WETLAND FL A CONSULTING v \ ��eeZ y Point Ro (40' Wide — Pub/ic) �� Ed O Pa �' a, F s r � / S ' 75.00 �.1 ,,� i �r � ru � • �' 4 rm�t �. "��'?" ti y�Yx�{ � 'x •�� T�"�n�cxsx i�t�-,��� 91€ �`�= M'. Jam. • �l ly y 3 V O O MAP 34 PARCEL 237.1 Q Oita M M r TOWN OF YARMOUTH _ Xa DB 1326J PG 164 w � PROPOSED 5.3' d A 4: r ak4 12' X 24' GARAGE PROPOSED DECK EXIS77NG Lit DWELLING{ �7 1ST FL EL. 10.8' A AF ? ,yj DECK OFF BV a 4I �'rr nq X EXISTING �bECKS ' ` a o ONSISTS OF xFIRS ;��� � WORK FL O EXPANSIONr AND x_ ALLOW PATH T N LIMIT 4 SECO D "FLOOR "'SUN OM) RE —VEGETATE �� — — ALINE, TO 4 WIDTH EDGE of BV 1 / 3 BVW 32 r NO TLA / 1L --BVW 2l INSGE / I!, .al!, LOT B .-...... li_.. L I 11, 753E SF ali, all, —li at The, n F/ood Ebb ,,';,; Yarmouth Health Department APPIWVED Name Date .r Anr�L �` �/6 �/� DATE C MAP 34 PARCEL 237.1 TOWN OF YARMOUTH DB 13263 PG 164 PROPOSED 12' X 24' GARAGE :'/ Point Roa '40 ode — Pubiic) 75 Oo'_ t Cb Q 00 X1 NOTES 1. DATUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED ' WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING 2 BEDROOM DWELLING TO REMAIN 2 BEDROOM DWELLING. 5. ROOF DRAINAGE TO BE DIRECTED TO DRYWELLS 6. WETLAND FLAGGED BY BLH ENVIRONMENTAL CONSULTING o�• a tiefi�4o oc�ac 5 � Cb ,S e % �,� Rost Cb a � � m m LOCUS a cu 5"ofe Nantucket Sound LOCUS MAP SCALE 1"=2000'f d O Povement ASSESSORS MAP 34 PARCEL 236.1 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL.12) �AS SHOWN ON COMMUNITY PANEL #25001 CO589J DATED 7/16/2014 h � s e� ZONING SUMMARY ,PROPOSED [Dwellin_� DECK NG ❑DWI^LL/NGExistin1ST a EL. 1a8' rd z ,� —_�•� I PECK •�... •`•-•�._ ' OFF B �. DECK 15.3 N mcff x o PROPOSED ADDITION IN AREA OF EXISTING DECKS ORK o ONSISTS OF FIR ALLOW PATH T N FL EXPANSION AN LIMIT st SEC D FLOOR SUN OM) RE —VEGETATE — — \LINE TO 4 WIDTH £DGE Of ,q 3 BVW 3 -..jyE74AND BVW 2/ • '�•. • • �pFItDCRIND'Lill �e LOT B + h'i 11, 753 6 SF alr, ,Ir � Ir, All di 1. ll MI, Food Ebb � �� l off 508-362-4541 I fax 508-362-9880 downcape.com 00 M c7p60 07ieteerio , inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 05--204 ZONING DISTRICT: R-25 DISTRICT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 25,000 S.F. 11,753 S.F. 11,753 S.F. MIN. LOT FRONTAGE 150' 75' 75' MIN. FRONT SETBACK 30' 30.3' 30.3' MIN. SIDE SETBACK 15' 15.3' 5.3' MIN. REAR SETBACK 20' — - - MAX. BUILDING COVERAGE 25% 6.7% 13.0% S -1-ye DATE i NOV 2 6'2018 HEALTH DEPT OWNER OF RECORD DAVID AND LYNDA TAGLIAVINI 149 PROSPECT STREET SUFFIELD, CT 06078 REFERENCES DEED BOOK 20895 PAGE 37 PLAN BOOK 607 PAGE 16 SITE PLAN OF #126 BREEZY POINT ROAD SOUTH YARMOUTH. MA PREPARED FOR DAVID & LYNDA TAGLIAVINI DATE: MARCH 6, 2017 REV.: APRIL 7, 2017 (CONSERVATION COMMENTS) REV.: AUGUST 1, 2018 (PROPOSED GARAGE) Scale:1 "= 20' 0 -10 20 30 40 50 FEET DANIEL A. OJALA, P.E., P.L.S. 05-204 bose2.dwg