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HomeMy WebLinkAbout44 Startford Place Permit Set Architectural.pdf5/20I2016 11:09:08 PM r� osed Remodel p for � O a c uz . � � REVISION: 1) 2) 3) 4) CLIENT APPROVAL: First Floor Second Floor EXI-� 1379s.f. 1386s.f. Proposed 2090s.f. 1672s.f. Living Area (LA) 2765s.f. 3762s.f. Basement 1350s.f. 1350s.f. LA w/ Basement 4115s.f. 5112s.fn Garage 558s.f. 1255s.fi. 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REVISION: 1� �� z� 3) 4) CLIENT APPROVAL• L � tp 'a � 0 a�i � SHEET TffLE: Remodel Site Pian JOB N0: �'1 ♦ s � � V �` 0 V '� 0 �r � L � � � DATE: Project Issue Date Number SHEET N0: , 5/20/2016 10:17:47 PM 0 � -� �� � �� �� \ � � � � �' �' � � R� �' �' � � ,�p3� � � � � \ \ 95� �� �� \ \ 'w i i \ \ '� i� i� \ \ i' i� \ \ � \ \ � � i i � � � � \ \ i i i� i� \ \ � � \ \ i i � � \ \ � � \ \ i i i� i� \ � � � � � � � � � � �''- 8" CMU BLOCK FOUNDATION \� \� i� i� o WALL ON 16"x8" CONT. � � �= POURED CONCRETE FOOTING � �� i/ i� A' W/ (2) tR5 BARS CONT. (TYP.) �� � i i � � � � � � �/ � �/ / / � UNEXCAVATED � � � i � ii CRAWLSPACE � i' �� � � I I �� ,-� � � � 8" CMU BLOCK FOUNDATION i� �� I I WAL� ON 16"x8" CONT. �� i ( � POURED CONCRETE FOOTING i i� 0" W/ (2) #5 BARS CONT. (TYP.) �� � 16 � i I �� �� I I � � I I \ \ I I � � � I I � '�o, I I � � � � \ \ \ \ � � \ \ __ _. _ _ _ _ __ i ._. _ i _.... __ . � Foundation Plan 1/4" =1'-0" EXISTING BASEMENT � � � �\ � \ � �� �� \ � i i \ \ 0 ,y3'° ��� ��� \ \ � � � � � � � � i � i � \ \ /� /� � � � � \ \ i i � i � � �� i� i� \ \ . . / / // � � \ \ �pq / / � � i i � � \ \ � � \ \ i i �i �i � � i i \ \ �� \ \ I � \ \ ( . \ \ � 8" CMU BLOCK FOUNDATION �, \� \� WALL ON 16"x8" CONL � � � POURED CONCRETE FOOTING � � W/ (2) #5 BARS CONT. (TYP.) \ \ � � � � \ � � 4" THICK CONCRETE SLAB W/ � � � 6x6 W1.4xW1.4 OVER 8 MiL. � � � VAPOR BARRIER AND 4" � _i.. _ _ _ _.____.___ . . _--... _ _ _----_.__ __. COMPACTED STONE. i _. _ I / / __ ., i i i i � / / i � i i EXISTING GARAGE SLAB ON GRADE 4" THICK CONCRETE SLAB W/ � 6x6 W 1.4xW 1.4 OVER 8 MIL. � ( VAPOR BARRIER AND 4" N � COMPACTED STONE. o � I � � I 22' - 0 1/4" � � 8" CMU BLOCK FOUNDATION � � WALL ON 16"x8" CONL � POURED CONCRETE FOOTING � � W/ (2) #5 BARS CONT. (TYP.) I I �------------------------- ---� � _ � 23' - 31/2" i � � � i � � i i � � � i � � � i � i i i � � i � � � � � � i � i � i � i � � � i �� �/ d1�2 �i Zy- i i i :- 'v '- SIDING TO MATCH EXISTING 3/4" PLYWOOD SHEATHING PRESSURE TREATED SILL - PLATE W/8" LONG x 1l2" DIA. ANCHOR BOLT AT 48" O.C. . ,� � ��. _ �: °: lP : ': � <o N � °. 00 �: ' � ��•: 1' - 4" n Slab on Grade Detail ` 3/4" = 1'-0" R19 BATT INSULATION 2x6 WOOD STUDS AT 16" O.C. 1!2" GYP BOARD 4" THICK CONCRETE SLAB W! 6x6 W1.4xW1.4 OVER 8 MIL. VAPOR BARRIER AND 4" COMPACTED STONE. 8"CMU BLOCK 16"x8"xCONT. POURED CONCRETE FOOTING W/ (2�t5 BARS REVISION: i) Z) ���. 3) 4) CLtENT APPROVAL: L w y C a a� 0 v a Z N '"' a„+ � � Z � � V � �� � o � U OZ� � � o i � � V SHEETTITIE: Foundation Plan JOB N0: � DATE: Project Issue Date Number SNEEi N0: S 101 � I L ( � �--_ � _ � =-�1—� �41 �1 �� � � I I �I ___�___�___�-----� �--- �---- 1 � r----�_�--- �i � �� � �J � �------� I� I � I 1� I � I I� I � I I I � L—J I �I � I� I I� I U_� C—� -------� �-- n First Floor Demolition Plan � 1/4" = 1'-0" n Second Floor Demolition Pian ` 1 /4" = 1'-0" 5/20/2016 10:17:46 PM ------�=_�"_=`�� =�-- REVISION: 1� ---�e 2) 3) 4) CLIENT APpROVAL• L W c C. � 0 � � � � � iHEET 12TLE: �emolition Plans � Z M � � L U �s � 0 V 'o O � � L � � � DATE: 'roject Issue Date lumber HEEf N0: D101 lU:lY:43 YM � REVISION: 1) Z> --------- 3) 4) CLIEM' APPROVAL: L � H C a a� 0 NW W , SHEETTITt First Fic Z N '""' a•+ > � _ � V L � U � �� � o � U � � T O L V � � � et �or Remodel JOB N0: DATE: Project Issue Date Number SHEEf N0: � � . A101 5/20/2016 10:17:44 PM ASPHALT SHINGLS OVER 30# ROOFING FELT AND 3/4" PIYWOOD DECKING PRE-ENGINEERED —� WOOD TRUSS AT 48" O.C. � 1x8 FASCIA PERFORR,4TED SOFFIT 1x6 FRIEZE BOARD �a�a,� �CL SIDING TO MATCH EXISTING �� ��u��� RIM BOARD —` PRESSURE TREATED SILL - PLATE W/8" LONG x 1/2" DIA. ANCHOR BOLT AT 48" O.C. R19 BATT INSULATION ax� �WOODSTUDS AT 16" O.C. 1!2" GYP BOARD �BOTTOM PLATE 3!4" T&G PLYWOOD DECKING W/STAGGEREDJOINTS ��� I.� �— 11 7/8" TGI FLOOR JOIST AT f"1 �s^ o.c. � N 8"CMU BLOCK •< a. . , . � 16"X8"XCONT. POURED � :. ` °:° ; CONCRETE FOOTING � . W/ (2�f5 BARS . • • '. + . . n Typical Wall Section ` 3/4" = 1'-0" �� �ecana rioor rcemoaei rian U 1 /4" = 1'-0" 23' - 3 1!2" . _ 46'-1" � 23'-3112" w � � � � o � �� u � ,�;@N� � .n � � � N � � � Q � N N � � N C000 � � V � � � N � � �� � REVISION: 1) 2) _.�__ �_� 3) 4) CLIEM' APPROVAL• L w H C a � 0 � � Z �N s s� V L � U � �s � o � V � � � O � L Y/ � � � SHEEfIITLE: Second Floor Remodei N0: DA7E: �ject Issue Date unber Ef N0: A102 i1 Proposed FrontElevation � 1 /4" =1'-0" 1 Proposed Rear Elevation J 1 /4" = 1'-0" REVISION: 1) 2� ^� 3) 4) CLIEM' APPROVAI: SHEEf TIRE: Elevations Z N � � � s E U � � V � �v � 0 � U OZS � �� � O L �� �t � JOB N0: � DATE: � Project Issue Date Number SHEEf N0: A201 , 5/20/2016 10:1�:45 PM n Proposed Side Elevationj � 1/4" =1'-0° n Proposed Side Elevation ` 114° =1'-0" w � rn � 0 � �� u d- �— ���Nca �� � ���s � ��;o�oNl Q�aNrn � N � � O � � V .fl � = 3 � � •^ REVLSION: i) z� 3) 4) CLIENT APPROVAL: ��: Elevations JOB N0: DATE: Project Issue Date Number SHEET N0: .L�!1�� 0� .