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HomeMy WebLinkAbout0110 WEST MAIN STREET - 23124 ,ildina Data Surnary Sheet Location: Boston Design Conditions : Heating Ti 72 °F e To 0 °F QT 72 o F Cooling Dry Bulb--°F Wet Bulb ° F Component U-Values: Opaque Wall , 0 1 5 (Wood Fr.) �( R. (Concrete) Opaque Roof 106 tM6C1LAT1= lhT _ Skylight .65 Windows .65 (1" Ins. G1 .) ✓ Doors .65 (1" Ins. Sliders) .49 (11" Wood) Infiltration Rates: Windows . 3 CFM/L.ft. Doors .4 CFM/sf (Sliders) 1 .0 CFM/sf (Wood) Component totals: I . Wood Fr. 2. Concrete 3. Windows(sf) L.ft. 4. Door(sf) Slab(L.ft.) Front El . Zb Rear E l . 6pj, 2 - (61 Right E1 . �Z (v2 ,0 20 Left E 1 . ��� � Total Area Totals : ��✓, Walls: Gross Wall Area (G.W.A.) : Add Items 1-4 sf + sf + sf + sf sf G.W.A. = q l3�� sf Roof: Gross Roof Area (G.R.A.) 2j,�S2C� sf Fenestration sf Net Roof Area �j�20 sf AREA (SQ . FT. ) X U—VALUES X �fflED�tE = 1�EAJ �SSN BUILDING COMPONENT ltil 11 'TRANSMISSION LOSS : 1 . WINDOWS 4 )2 X ,(off X 72 = l°� .�zi2 S X X = 2 . WALLS t X X 72 IS 1:84- (NET WALL AREA) X X = 3 . DOORS (Q(� X X 72 d X 0) X �I 4 . CEILINGS/ROOF �j� Fj2O X X 72 = 12, G-72 ASSEMBLY X X = 5. FLOORS OVER UNCON- X ry X 72 = DITIONED SPACES — X X = 6 . CONCRETE SLABS — X X ON GRADE-EXPOSED X X 7 . BASEMENT: WALLS _ X X _ BELOW GRADE&FLOOR X X = X X = i *INFILTRATION: LFT. (SF) X CFM/LFT. (SF) X 1 . 08 X AT - _ 8. WINDOWS X i 3 X l,Op X 72 = X X X = 9 . DOORS 40 _ X X X 72 = �j ��0 --�— X �� X X - --� -72 10. HEAT LOSS _ 11 . EQUIPMENT SIZE : HEAT LOSS X 1 . 25 (MAX. OVERDESIGN) = � BUILDING ENVELOPE COMPLIANCE (2204 . 24) G. W. A. X . 2 (MAX. ALLOWANCE) X AT = 3g7i _sf X . 2 BTU/HR/ aF/SF X = (y3� �16 BTU/HR G.nR. A. X . 08 (CATHEDRIAL C. ) X AT U sf X . 08 BTU/HR/ OF/SF X BTU/H R MAXIMUM LOSS ,o33 `�o BTU/HR** ALLOWABLE * INCLUDE ONLY THOSE 2 ADJACENT SIDES HAVING -THE GREATEST TOTAL LINEAR FEET 0 OPERABLE SASH & DOOR AREA. ** COMPARE WITH HEAT LOSS TOTAL OF ITEMS 1-7 ++ BASED ON LOSS PER EXPOSED LINEAR FT. 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C .� 2 RESIDENT/AL 2/24/8/ �/ �- - 3 RESIDENT/AL 4/23/8/ 5 RESIDENT/AL 412318/ m A o � � ARE � . S. ' INCL. ' PANNAN * Z01VIA10 I .. 4p» ,• e t i t "EE'Tt Y TI-14T ,'`, I,6, L �l�(1 *d d 11.2'Ec�►UL QT/l_�'�t/S, Elf '", otsE I✓Gt1 197�v 10.4 10.5 � Io5 N 10.5 L i � V " \ V a ©/TCN COY i U Q .1 vim, y.20 — 10 5 . • 1 jai.. .yf :•f�.. , AAV�iE f3' C3 t f b - - w a � blob. � F 3 M 1 r N COMMERC/AL 10. , "; s t 1 `� AREA 4 .22 20 W to ws?"fo - •�r _ �. In Z th I DErAlL A10 .5CAL E 0 14' t 4 Wit•W 140 -00 DErAll. .1© SCALE WEFT oA IN s T EET }i A-A Al 54VW/A0 A D1 VISI ON CF L A ND AWSTABLE ( HYANAHS) p AM . t AWEPA RED FJ�? '- ' E��57PY tro ilEST� )WA m/ 67 f+/Y,�AftY1,� , ! . 0 AIMED f i , -L - . Del.M , *fA _ "L WAF7- .. 0 - AMC At APPRWAZ CO V rRtZkC t A lip NOT aI moo• 'ts ,eY. w y�l sCA L E c : 24,000 lU p " - - . -. Vie v °° 01.. Ilk t* / CERTIFY THAT H ' 32 v THE POSITION OF THE COMPLETED FOUNDA T IONS SHOWN ARE AS LOCATED ON THE 1 n GROUND WITH RESPECT TO PROPERTY LINES. Q f1J�/VST��LE,45 "S � BUILDING LOCATED R.L.S. �6 COMMERCIAL 1012180 / / RES/DEN T/AL /0/2/80 '��/� . � 1 � /�.�Ll/C/.G�•.�7E E.CI SE�!/E�T 4 RESIDENT/AL ///9/80 74-5 WV OX 6td,Rl�57-L8L E/ iy (1� L . C /o 413847.4 In 4 O z • ,- 8 W AREA r n' (INCL. `PANHANDLE') ZO/t///VCR i� APES✓DEA/T/.4L yr RC15,'/�(/� I'CE�T/f'Y TN4T 7X//5 I►.2 N- ��C'CO�'Q4d/CE w/T/,/,PE�/ST.ey OF GL�EUS � � c!T/O1(/S> E�f'ECr/t�E I✓G't1 1976 t� 10.4 t 10.5 Of m 10.50. 10.5 Amp _ •J G. d W y Q J D/TCN o � - . M . f 10 5 . W Q lk — 1 , \ - If) I - - � (A o � 0 _ c0 .► M rn 0> 1 • V COMMERCIAL BUILDING 6 ' W 9.9 _ p 741 2.Mn �.. m s! M4 - f ` 158.22 N w ' ti v p _ 4 Z OVA F� Ay LX3tl Ab SCA4 E 18. 1a I , I -- �¢ A/O 5C4LE wEs r AfA 1N S rPEE rcc - �:l r-r t7l N � \N CD t7 CD rC rt H > OLA Al %S4VW/AOV r4 D/VISI CW Qc 4 ANrp o /N I { c WBA P/VS TA 8L E IV YA NAIIS) MA N �,4E�.4 RED FOR ALL C'APT RUILD NNG COWA"y, JJVCo f 4aP �EQ1,SJ U /9;40 wEsr OW/A/ 3r , NY.•�nt s�3, Aft. f� `P', lam' �.. �. E '' ' 1 ;3. -z. aftM�, MA . 0 do go - WHEEL CHAIR RAMPS FOR SIDEWALK UP TO 8 WIDE A L CURB T RgNS1TlON 6 _ p SIDEy'gLK CURB TRANSITION 3'. 6 A 6`-0" F ,� O EDGE O F CURB �1 0064 D kGt Y O VARIABLE TO 8' TANGENT LENGTH OF CURVE WHEEL CHAIR +6'TO POINT A - 15 MAX ROADWAY 12,1 SLOPE OR FLATTER CURB LINE RAMP GUTTER SIDEWALK SURFACE COURSE FOUNDATION W Li8c _SECTION A -- A 4' - 0" 3' - 6" t_ u NOTES: 6 - 0 � 2� - 9 z o I. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES, 6' - 0 2 - 0' ± 2.RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK; L¢. DEPTH OF SURFACE Y AND FOUNDATION. J m 3.PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY BROOMING IN A DIRECTION 7 _ 1 - 3 ± c m PARALLEL TO THE LENGTH OF THE RAMP. 8 - 0 0.- 0 8.1 w Ile 4. IN 140 CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE, 5. SIDEWALKS THAT CROSS DRIVEWAYS SHALL BE RAMPED TO MEET THE GRADE OF r) DRIVEWAY. s X. THESE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF EXISTING APPURTENANCES io OR CONDITIONS WILL MAKE THE RAMP LOCATIONS IMPRACTICAL OR UNSAFE. ��•c.4lEL�s C��.��,-t i� I • i , G CTF NO (o&5?3 _ 7 - _ - = Xt - 5- - - ' 42,ot3' �` etaiu9xs� w 44 9d Q f c - 41, y `f C .�/ -- /a Q 644AV f f �Ew ez — j ,f�F s � � �r✓ &4APPROVED As Per Plan f-ecal. `t"A V4 tz6�. � 6 ;NQ�j• f�� �, For Entrances, Exits and W (? 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Pu I� 7 - - - -- �- - �.. - jr- i �j II / 1 d 4 U II '�n '0° ( {I' j •-- - I M - _ -1 � _!_ __!. IJ —_� M 7, It r r _{ - j •N/' t• 'bC G',CY rc'T tb(c'_ '1 F�IU;[G�'7M7 � ;. Y . �1 �. •�DM fj , I V L � -/��`• O I i r I i vi J 'x o - r a v t ,r} .9 '. tiJ .T _J.. r� •4 1 '`l 0 (` -- 1D V --ttj \ `� p ii j T -- p ` J i ` { tT ],ZIP + 1_ a � _ 4 � � � r, 0 I i C•r� { 1� �' I � AS if ri H --__ H �r__ j _ I , If .01 ^, t 41 �'/Dk.E p�GTr'C-O� .•L:GA"T I Car.►, ;t \ \ M f -c:r r �✓ '�'( , SCALE DRAWN DV 4' Of �y+'�DA�- �/Iyr ��V y�. ' �p�AJti;i�- �. REVISED f!1. &x 1%_LJ=.V i'_.i l Y.J'FfJ 7L V r DATE APPROVED BY DRAWING NUMBER iMNI 'T [: IT0y� Al_6ANE ® 10 YISS W i.. 11KWTftif-fifMM.O 1141011111 � r i I 1 �__ , I ►--�- L-- - rJ b5 ', . 2. B S Jl...-_._. ....r -.Aw. .....r. .„yly - nA -� ..-._ .._ _ � .... •v-r..,. .vim .r w - _ - _ i _-.. _ _ +� � i n v.-+ws•sNls,.san�' .+.['. ..yr... - _ . _ r F7 A4 t' -, F— I � i AIL 77- a - r 1� ! J f i .. C. i t ..._ 1 � 1 II i 13 1---I • } i -w _._ _. _._. - .--- -. f -- - —.__- - _ _— --._-._-.___r._- ___-__-.._. ___•_ I 1p or i i _- •�-� a `1 � L„ w... . . +I 1" � e • ... / + a� � s ..J'-'•'.l J . .... i�V�7 �►�-ice./:., 'V(:7. /7NOMA8 jF J t r a — , I `�!' G++ '' �0'- �0' Or' If �l } i f , o I I 1 i LLLiii I __ ,Ot oL ' r _ I Ito Ix 3E��J J' ► --_ � 101 x v t I c ) c ! j G C '� �� i O -- i , ( 1!7 -_ , 4-O'' to On •C" o),o (o on (� � Orr ra oil d' !a o►i a rl 2„ 3 Y2' (DID • � 3 � uu.tT ' ___ . 2 Pam'» uu►T, ii r 1 H F P•a --- ---- - - G -- '-. ` Vr e 'ems.'•' IG►/ 1. �� l �� 1�I�� k.(. '_�J � � I,�i / I � , � ; � 2m �. . 'r -- --O (p'� 12` �� x t4�' �! `�J' �2K 14to 64. i � I - -- _ - e j 3� +--- 5'°)( 1 2 !5r° ,c 14 --— t� --- �+ 15'°- i— � It 9 I I r J •1 . C'`� - -D� �_G,ct �t�,r, U �M -br C_to g rjrr „�_::� ►' ' _��r 'Sr+ 11 d' Op i prl 8 �- to a - ro 4 n" ti la-OM y ^n 4.011 X 4, O y 5 }'' `� t� i i_i G -* V ► Joy y t5 , - wa. l jth►.,. �p �-� or� I — t jr-,dot Bulldlno Data Summary Sheet Location: Boston D-slan Conditions : — Heating Ti 72 of To 0 of 172 v of Cooling Dry Bulb of Wet Bulb of Component U-Values: _ Opaque Wall t0 (Wood Fr.) (Concrete) Opaque Roof , 0z; 1N'-,t.I L4�c 1ST FLtct2 Skylight .65 Windows .65 (1" Ins. G1 .) Doors .65 (1" Ins. Sliders) .49 (14" Wood) Infiltration Rates: Windows . 3 CFM/L.ft. Doors .4 CFM/sf (Sliders) 1 .0 CFM/sf (Wood) Component totals: 1 . Wood Fr. 2. Concrete 3. Windows (sf) L.ft. 4. Door(sf) Slab(L. Front El . �� 1 �j 2 2(�j, ? 23 (50 Rear E 1 . 1, 5f)0 5n 1 41.7 O Right El . -2 32 IoZ , 'l0 Left El . Total -3 Area Totals: Walls: Gross Wall Area (G.W.A.) : Add Items 1-4 sf + sf + sf + sf sf G.W.A. 4,3�)3 sf Roof: Gross Roof Area (G.R.A. ) 3 20 sf Fenestration sf Net Roof Area sf AREA(SQ . FT . ) X U-VALUES X ����E = STII ERA BUILDING GGMPONENT BT R TRANSMISSION LOSS : 1 . WINDOWS 33Sr� X (06_ X 72 = ��� ��-7 X X = 2 . WALLS 3,7 7 X , 073 X 72 (NET WALL AREA) X X - 3 . DOORS 120 x ,�}�j x 72 = 23d IAg0 X , row X = 4 . CEILINGS/ROOF �, 5_20 X r (J� X 72 ASSEMBLY X X = 5. FLOORS OVER UNCON- 714,4 (9 X i0 X 7231 = DITIONED SPACES X X = 6 . CONCRETE SLABS X X = ON GRADE-EXPOSED X X 7 . BASEMENT: WALLS X X = BELOW GRADE&FLOOR X X = X X = 711, 22 *INFILTRATION: LFT. (SF) X CFM/LFT. (SF) X 1 . 08 X A T = 8. WINDOWS &C�p I I X , 12_� X 1 •0b X 72 = o� !o O X , -/4 X X = _�{ 9 . DOORS 120 X X X 72 - X X X = 10. HEAT LOSS _ (O:z 11 . EQUIPMENT SIZE : HEAT LOSS X 1 . 25 (MAX. OVERDESIGN) - 5 A O BUILDING ENVELOPE COMPLIANCE (2204 . 24) G.W. A. X . 2 (MAX. ALLOWANCE) X aT = �r2 G�Osf X . 2 BTU/HR/ C>F/SF X = BTU/HR j G. R. A. X . 08 (CATHEDRIAL C. ) X AT sf X . 08 BTU/HR/ >F/SF X = BTU/HR MAXIMUM LOSS Pi ,!Ot? 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