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42-165
S WINDOW SCHEDULES - REVISED 3106101 NOM. NOM. NOM. OPTIONAL VAFDOVJS'. KEY SIZE TYPE ROUGH OPENING MANUF. "L" V. "SF" "U" "50 FT" KEY SIZE TYPE ROUGH OPENING MANUF. "L" "V" "SF" U. "SO FT.' NEY SIZE TYPE ROUGH OPENING MANVF `L" "V" "SF" `U" "SD FT" NOM N 24210 DOUBLE HUNG 301?X371/4' ANDERSEN 474 272 79 31 59.25 #22 1856 DOUBLE HUNG 2212'X111/4- 1-D 667 3.52 11.1 37 83375 KEY SIZE TYPE ROUGH OPENING MANUF. "L" "V" "SF" "U "5-Q FT." N8X CXW15 CASEMENT EGR 351?X6012- 7 D 11.17 9.39 15.3 36 139.62 24210 D/H TILT 301?%371//' ANDERSEN 4.46 2.58 79 31 55.75 CYJb CASEMENT EGR 5-7X8218' ANDERSEN 1830 1fi.]0 23.9 32 228>5 #9 C25-2 C.PICTURE 97 3R1'%60 3/8' ANDERSEN W20 27.60 40.8 31 377.50 1856 SINGLE HUNG 22 12'X 71 1/4' 7-D 689 3.49 ill 37 86 125 CTN28 CIRCLE TOP 341?X191! ANDERSEN 2.20 - 4.7 31 '2782 3036 D/H TILT 301?%38 114' INTEGRITY d.60 260 7 32 56.25 1410 C45 CASEMENTBWV 9]1?X62' ANDERSEN 26.40 12.0 420 32 300.00 1856 D/H TILT 2212'X691/4' MW-V WOOD 6.47 3.77 10.8 38 80.875 ctNm CJRGLE TOP 2181?x21 y! ANDERSEN 282 - 58 31 '35m 3048 TEMPERED 301?X481/1- INTEGRITY 6.48 3.81 10.2 32 BI00 (NOT EGRESSABLE) %-%59'INSIDE DIM #23 2046 DOUBLE HUNG 281?X57Ill' ANDERSEN 680 3.89 10.5 31 85.00 CTN2e OJERH 341?xae tnr ANDERSEN 1125 611 20.2 31 f4.W 24210 DOUBLE HUNG 301?%21]1/d' TO 5.08 2.49 79 37 62.25 ftt 2856 DBL HUNG EGR 341?%691/4' ANDERSEN 11.84 5.26 16.6 31 131.50 2046 D/H TILT 2612'X571/4' ANDERSEN 631 3.70 10.5 31 78875 CTNS OVER NII 341?%861/8' ANDERSEN 14N 5. 212 31 131.25 24210 SINGLE HUNG 301?%371/4' 7-D 5.02 2.47 79 37 61.75 2856 D/H TILT 341?%821/4' ANDERSEN 1122 5.05 16.6 31 126.25 2656 D/H TILT 2612'X561/4' INTEGRITY 6.48 3.B7 10.4 32 81.00 CTN33 WER 13 381?X78147 ANDERSEN 13M 5.95 20.9 31 148.25 24210 DIM TILT 303/8-%371/4' MW-VW000 4.59 2.62 7.9 38 5737 3472 0/H TILT 341?%721/1' INTEGRITY 12.18 6.94 17.3 32 152.25 CiCJ OVER Gp 12 yB-X 7478' ANDERSEN 2510 em 3].6 Jt 2m.m 2WBC DOUBLE HUNG 311?X 71114' 7-D 12.73 5.13 17.1 .37 128.25 2048 DOUBLE HUNG 26 12-X 59 114- 7-D 7.00 3.65 10.9 37 87.50 2Bd2 DOUBLE HUNG 341?%531/4' ANDERSEN B.6B 4821 12.8 3t 10850 304 DBL HUNG EGR )8-X m 11! ANDERSEN 126 691 17.3 31 157.50 2842 DIM TILT 34 1?X 53114' ANDERSEN 8.23 4.64 12.8 31 102875 28580 SINGLE HUNG M ll?X 71 1/4- 7-D 12.68 5.07 17.1 37 126.75 2048 SINGLE HUNG 26 12'X 59 114- 7-0 7.18 363 10.9 37 89.75 30210 DOUBLE HUNG 361/!%J71I! PNDEASEN 629 39 99 31 JB.M 3452 DIM TILT 341?X521/4' INTEGRITY 834 4.80 12.5 32 101.E 2856 341?X691/4' MW-VWOOD 11.48 6.33 16.6 38 143.50 2046 D/H TILT 2612'X5]- MW-V WOOD 6.52 3.72 10.5 38 81.50 RJ2B46 ROOF WIND 281?x461? ANDERSEN 770 5m 92 )e 96.25 2842 DOUBLE HUNG 34114-X53114' 7-0 9.07 4.51 12.8 37 11275 f12 3030 GARDEN WIND 36'X36- 7-D 7.20 -- 66 57 '1110 #24 2052 DOUBLE HUNG 2612-X651/4' ANDERSEN 7.94 4.52 120 31 98.75 TRAPEIIXD CATHEI3RALTRU1 UN BE ]37 - 7.4 3a 1413 45-3442-18 BAY 793'e'X 543'4' ANDERSEN 21.10 11.94 30.2 31 263.75 2052 DM TILT 2612'X651/4' ANDERSEN 7.37 4.31 12.0 31 92.125 2842 SINGLE HUNG TRAPEZOW VAULTED(1L12) UNNER'L 23.72 - 27.5 79 '56.50 34 114'%53 114- 7-D 9.01 447 12.8 37 111.75 #14 45-424620 BAY 9431'%5834' ANDERSEN 29.48 7.76 38.7 31 194.00 2664 DM TILT 2612'X641/4' INTEGRITY 7.58 4.50 11.8 .32 94.75 TRAPEZOID CEDAR HAVEN UNNER'L 150! - 170 3B fee 38 2842 DIM TILT 34318'X53' MW-VW000 8.43 4.67 12.8 .38 105.37 N 3/f X 553W INSIDE DIM 143 3016 DBL HUNG EGR 38//4'%571/1' ANDERSEN 1060 5.95 15.2 31 13500 015 18-124618 PICTURE 95114'%571/4- ANDERSEN 26.88 6.d0 37.9 31 160.00 2052 DOUBLE HUNG 2612'X651/4' 7-D 7.83 4.08 12.0 37 97.875 3DJO TRANSOM mIzx Bf? INTER'E 7.85 - 93 32 3098 D/H TILT 381//X57114' ANDERSEN 10.37 533 15.2 31 144.07 0117 7-0/30301&18 BAY 791?%61' 7-D(5-H) 17.06 4.57 33.7 37 112.75 2052 SINGLE HUNG 28 12'X 65 114' 7-D 8.03 4,D6 12.0 37 101.50 `-� TR"" W 1?x 36 t? INTER'E 13M - 153 m 7-D PH) 17.80 4.68 )-0/30 DEGREE MY m iz x w V7 7-0 5.1 .37 3856 D/H TILT 381/1'%581/0- INTEGRITY 10.12 5.91 15.0 32 130.25 2052 OM TILT 2812'X851/4' MW-V WOOD 7.60 4.32 12.0 38 95.00 1418 7-D/30-0 20 BAY 87 1?X 61' 7-D(S-H) 19.12 5.X1 37.1 37 117.00 161814 DM 45 DEG MY 69-X 591! MALTA X.30 5812 36.6 31 I45.W 3048 DOUBLE HUNG 38111-7(59114' 7-D 11.69 5.82 157 .37 1455 7-D(G-H 1990. 5.36 925 2056 DOUBLE HUNG 2612'X691/4' ANDERSEN 8.51 3.89 12.7 31 97.25 16 4D94PICTURE 971?X571/f MALTA X.30 582 38.8 m 145.50 3048 SINGLE HUNG 381/4'X591/4' 7-D 11.62 5.77 15.7 .37 144.75 f19 SE5445 65'X95 SW ANDERSEN 30.64 38.7 .31 38100 2056 DM TILT 2612'X691/4' ANDERSEN 7.89 3.7 12.7 .31 92.50 ZlQ fY,C/VGC• 191IZX 19 t? BUNTEK2x 238' 3.6 37 3046 D/H TILT 383WX ST MW-VW000 10.53 5.77 15.2 38 131.62 SES445 65'X85 SB' 7-0 30.64 38.7 .31 383.00 2672 DM TILT 2612'X721/4' INTEGRITY 8.66 5.13 13.3 32 108.25 2246 f(X;l\T3G' 191?X431? SUKTEK546 5.46' 5-9 37 '6825 #4 2852 DBLHUNGEGR 341?X65114' ANDERSEN LIDS 6.11 15.6 .31 138.0 110 1846 DOUBLE HUNG 22 UT A 571/4' ANDERSEN 5.47 3.20 8.9 31 68.375 2058 DOUBLE HUNG 2612'X711/4' 7-0 8.37 4.37 13.1 37 104.625 2289 RO VGC' 1917%881? SUILTEKe41 fl41- 9.0 v -105.10 2852 DIM TILT 341?X651/4- ANDERSEN 10.49 5.88 15.8 .31 13100 1816 DM TILT 221?X57114' ANDERSEN 4.98 3.02 8.9 .31 62.25 2058 SINGLE HUNG 2812'X711/4' 7-D 8.59 4.34 13.1 .37 107.375 M 24th o0l7ME HUNG 301?X411/! MALTA 495 2.721 a7 33 61.97 3464 DIM TILT 3477X"114' INTEGRITY tO64 6.09 15.4 .32 133.00 2256 DM TILT 221?X561/4- INTEGRITY 5.16 3.19 8.8 .32 64.50 NI 2822 DOUBLE HUNG U1?XW3 14` MALTA 806 440 128 33 IW75 2056 DM TILT 26 17 X 69 1 14' MW-V WOOD 8.14 4.83 12.7 38 101.75 2852 DOUBLE HUNG 341/4'X651/4' 7-D 11.54 $.79 15.5 .37 144.25 1848 DOUBLE HUNG 221?X591/4' 7-0 6.58 2.94 9.3 .37 73.50 10 M4 06L HUNG EGR 381?X571/! MALTA 10.12 5.46 15.3 .33 126.50 128 2020 OCTAGON 22114'X22 t/4' FIRSTLINE 2.08 - 3.4 32 '28.00 1848 SINGLE HUNG 22 1?X 59 114' 7-D 5.76 2.92 9.3 37 72.00 " 2828 DBL HUNG EGR 341?X W 1/! MALTA 1031 S m 15.6 .m IN"m 2852 SINGLE HUNG 3I1/1'X651/1' 7-D 11.18 5.71 15.5 .37 112.75 1846 DM TILT 221?X57' MW-VWOOD 5.18 3.04 8.9 38 64.75 #27 OPERABLE OCTAGON 25'X25' FIRSTLINE 2.08 2.0 4.0 32 26.00 WH TILT 311?X65114' MW-V 82000 10.72 5.91 15.6 3B 131.00 f! 2335 CASEMENT 5t?%401! MALTA 542 5.42 8.1 33 mm 4421 1852 DOUBLE HUNG 227?X651/4' ANDERSEN 6.38 3.72 10.2 .31 79.75 FS101-75 2112'X28' VELUX 3.04 - 6.3 .37 NS 7-D PICTURE 92'X 5-B 1If 7-D 28.70 7.30 37.8 37 18250 VS101-75 2.54 1.82 6.3 .41 fB 23% CASEMENT 51/f XWIW MALTA 8.55 8.51 11. 33 10525 D BOW 921?X591? 7-D 382 37 1852 DM TILT 221?%651/4- ANDERSEN 5.81 352 10.2 .31 72.63 FS 06-75 2112'X467/8' VELUX 5.42 10.5 37 NB 7- 1'11 2814E DBL HUNG EGR 311?%W tl! MALTA 1106 482 188 33 12082 07 GW135 CASEMENT EGR 29-X413/8' ANDERSEN 6.82 5.50 8.3 .32 75.M 7264 DM TILT 221?X611/4' INTEGRITY 6.04 371 10.0 .32 75.50 VS106-75 4.74 2.71 10.5 .41 n8 19554 CASEMENT SON 9511X611? MALTA 71.64 1196 409 33 x550 2939 CSMTNOTEGR 29'X38 SB' INTEGRITY 5.38 5.79 8.0 .30 67.25 1652 DOUBLE HUNG 2277X651/4" 7-D 6.24 3.29 10.2 .37 78.00 FS112-75 2112'X713/8' VELUX 8.52 - 16.0 .37 Z® SINGLE HUNG JU-X36- CAP BSW 464 2m 75 %75 VS10B-75 2112'X551? 5.75 3.14 12.4 .41 1952 SINGLE HUNG 221?X651/4' 7-D 6.44 3.27 10.2 17 60.50 24210 DOUBLE HUNG MV X371X CAP 9655 4.56 2.19 78 S,7S 79/37 TEMPERED EGR 29'%1358- INTEGRITY 6.01 6.46 8.8 .30 75.12 SAFETY GLASS FIXED 221/4'X227/4' WEB 2.08 2.0 3.4 .32 26.00 3pµ SINGLE HUNG 36 V!%5-Z CAP B9J0 922 425 111 tm15 CW135 CASEMENT 28 3/4'X 41 12' 7- 1852 DM TILT 22 177 X 65 114' MW-V WOOD 6.04 3.53 10.2 .38 75.50 D 5.35 8 40 1 3 .36 66.87 3848 DBL HUNG EGR 46 1/4'X 59' 7-0 14.57 7.21 19.0 .37 180.25 2842 DOUBLE HUNG xt/f%91/f f?P 95�a fltl 4.18 127 101.82 rn 1 DOUBLE HUNG 2217 X W 714' ANDERSEN 6.81 3.2 10.8 31 60.00 f8 CW15 CASEMENT EGR 29%6018' ANDERSEN 9.20 8.40 122 .32 1L5.00 1856 DM TLT 221?X 691/4' ANDERSEN 6.23 3.02 LOS 31 75.50 3848 SINGLE HUNG 461/4'X59' 7-D 14.48 7.18 19.0 .37 179.50 7282 SINGLE HUNG 2181/lXW1/! CAP9500 11.89 5.75 160 163.75 2959 CASEMENT EGR 29'X59 SW INTEGRITY 8,54 9.13 12.0 .W 108.75 2272 DM TILT 221?X721/4- INTEGRITY 6.90 4.23 113 .32 86.25 7-0/045 CASEMENT BOW 9772'X62' 7-0 23.57 9.14 420 .38 228.50 3046 OOl10lE HUNG 38 Vl XSi tl! UP� to.p S.Tl 15.2 131.12 CW15 CSMT NOT EGR 2814X60 17 7-D 8.27 6.46 122 .36 103.37 - - 5-64 SINGLE HUNG 361/f X6f CI1P 0.`W 11.]6 5821 161 14582 2852 DOUBLE HUNG xt/f X651/! CAP95S 10.89 Se6 15.5 IMA2 8260 SINGLE HANG 361/T X 7 CAPBS00 13.45 5.13 18.1 12825 DOOR SCHEDULES - REVISED 6127101 28`8 DOU13LEHONG 341/4'xmW CAP9955 1,.46 582 ,85 1433 NOM. ADM. KEY SIZE TYPE ROIIGN OPEMNO MANL "L" W"SF^ •U" FF KEY S� TYPE ROIK'N OPENING MANUF. "L" "V" "SF" "U" FT." A 3068 THERMATRU CS210 381?X821? 7HERIMTRU - 1925 i1.e .14 INSULATEDCORE 8114'OUTSWING HT. L 3068 IW.POCKET 7T'%841? 731?MARRIAGE (3T OPPOSITE HALF) B 2868 TMERMATRU 05-2576 xt?%821? THERMATRU 5.4'0 17.11 195 .X 6175 INSULATED CORE 813WOUTSWING MT. AA 2868 INT POCKET 65'X8412- 1 MARRIAGE (33'OPPOSITE HALF) C 2968 510 FIRE RATED 341/!X 82 1? 19.8 it ? (SPUT JAMB) M 2668 INT.POCKET 61'%811? 61 1 MARRIAGE (31'OPPOSITE HALF) G 2882 510 FIRE RATED 331/4%813/4' L8. .14 ? (STEEL JAMB) N 2068 INT.POCKET 49'X8412' 49 i MARRIAGE (25-OPPOSITE HALF) C 3088 5-10 FIRE RATED 381/4'X BZ 1? 71.9 14 ? (SPUT JAMB) O 5468 THERMATRU CS210 67114'X82 1? THERMA-TRU - 33.60 38.5 .14 DER,ENTRY INSUL X81 W(OUTSWING) C 3068 510 FIRE RATED 3]1/!X 813/! 21.1 14 L U (STEEL JAMB) P 2868 FRENCFAVOOD SGO 72X BIT ANDER. 23.78 14.72 40.0 .33 297.25 D 2868 INT.PASSAGE 34 4'/f X 821? FWD 8268 xl?MARRIAGE 05 5068 EVEREST S D. 597?XBY EVEREST 26M 13.24 331 .39 DO 5468 INT.DBL DOOR 6)'%821? 06 6068 EVERESTS.GD. 71/7X80' EVEREST 31.30 15.89 40.0 .39 391.25 6)W MARRIAGE OB 81768 EVERESTS.G.D. 9617X82 EVEREST 4173 21.19 53.1 .39 E X68 INT.PASSAGE 321/l X821? 321?MARRIAGE 09 9068 EVERESTS.G.D. 1061?XBIT EVEREST 46.95 23.84 592 .39 EE 5068 INT.FRENCH 63X82 1! MAMCO S 4068 INT.SUDK4G 49tH%82 1(P(H3'ON VINYL) �`�+�� 611?MARRIAGE 49 M'XKMARRIAGE 1LJ 1R MIRRORED SIT WD B3' ��PFFS F 2068 INT.PASSAGE X tlf%821? 50'WIDTKMAARRIAGE �.. X 1?MARRIAGE T 6068 SW 60611 51 72X80" ANGER. 21.92 16.11 40.0 .33 274.82 FF 4088 INT.DBL DOOR 51'%821? FW438268 51 1?MARRIAGE U 6068 WOOOVIEW SOD 71 1?X W 7? MALTA 30.78 16.07 40.0 39 384.75 G 1668 INT.PASSAGE 201/!X 821? OCT 3 1 J ) 201?MARRIAGE V 6068 SWING PATIO 717?X601? MALTA 25.34 16.38 40.0 39 316.75 u lY )' I GG 3068 INT.DBL DOOR 39 X 82 W W 5068 INT.SUDING 61 1M'X 83 1?(60'ON VINYL) 39%'MARRIAGE R'WIDTKMARRIAGE (yR ry+M ppq� `i, } M 2668 INT.BI FOLD 321/!X821? X 8268 INT SLIDING 731/4'XB31?(83'ON VINYL) • �3 M 4®Yd�L L�M6�[m/is` k '> 321?X Bi i? 74'WIDT74MARRIAGE HH 5069 tNT.31-FOLDS 67%82 1? Y 3068 INT.PASSAGE 38114'X821? " 5-V t 621/4'MARRIAGE 3817WIDTKMARRIAGE " �+ 8...t -ZION 1 1 2068 INT.BI-FOLD 261/!X 821? YY 6068 INT DBL DOOR 75'X 82 1? 261?MARRIAGE 751?MARRIAGE II 4068 INT.8WOLDS STX82 1? CC 6068 THERMATRU SWING 751?X82 1? THERMATRU 7956 19.26 412 .28 2445 501/f MARRIAGE X JJ 6068 THERMA'DBL SWING 75114'%821? THERMATRU 19.56 38.52 43.1 .28 244.5 BB 3068 INT.BI-FOLDS W 717 X MARRIAGE 88 E068 INT.BI-FOLDS 301 17 2A7RIAGE wo KSIS.GDGD 7TX803/8-�• KSI LP 31.05 1938. 40.2 .38 388.103 AVIS' AERICA DOOR AND WINDOW SCHEDULE 741/f MARRIAGE 6069 KSI SWING 711?XW3I8' KSI 25.16 ISM 40 37 314.50 J 3068 THERMATRU CS210 51 1?X 82 L? THERMATRU 1.70 19.25 5.3 28 21.25 SINGLE SIDELITE Bt XW OUTSWING HT. 6068 INTERST'S.G.D. 72X60' INTER 30.30 15.11 40 39 377.75 n I--1T 7 HOME I,,r n T T� I--� IA-1I K 11 IH /\/ILL rB U 1 L D K DRAWN BYE CHECKED 13' DATE SCALE: K 3068 THERIATRUC52f0 641/7%821? THERMATRU 3.40 19.25 3].1 28 62.50 6068 INTERSTSWING 772560- INTER' 25.06 18.21 40 .� 313.25 NTS DBL SIDELITES 8121/!OUTSWING HT. E069 WASCO SWING 72XW WASCO 30.50 1520 40 39 360.82 HENRY ST. AVIS, PA. 17721 PH. 0570) 753-3700 w/TRANSON 64%'X96- REVISIONS: DISK NO: - EOGB BARRIERS G.D. 7T'%]913/76' BARRIER31.60 16.39 40 393.75 8268 MINUTEMAN WING 75IWX82" WESTRNIBW 1603 42.9 22975 WWW.AVISAMERICA.CNM PAGE #15 9/25/01 i I I 2•• CONDUIT (ATTIC TO BSMT) LIGHT BOX,SWITCH COIL TO ELECTRIC A WRE ONLY FURNACE CLOSET DROP 3 0 (DROPPED 6'BELOW FLOOR) [� i 6 6 P_IGH 3 ryyL'1�' EM ENCY 8 TI 2 I 0 IS FL OR __ ___ 3 1,1 T-OFF �O /' 3 A AT i r �•� COIL 20• T IS.FL OR ' WALL 5 TC ' WIC \ 1 � I , / IN FLOOR 3 � •• BATH#Z I 3 13i \ c.rucs --------------- � ,a loo BATH#1 n 15� � I 12 .3 - O GFM 4 EDROOM#2 ; I ,00 12 rl �__� 14 M� \�/ ' T I , _ I c , l , i ; 4' i \ 1 ---- ------' - r r------------ `I T r r r 1\_____________________ ail r I I t f_ ___y 79 ______J 16 1 r I r ,a --- --- 16 I LIVING ROOM -- ------------ -- I - DW- _;_ 6 , I r - \ "rW; 6' 4 ° a 5 D 11 r I I ' ' 0 r / , 1 o 1 4 KITCHEN/DINING'RM 3 ° 9 =� I II I I I I I II I 1 I II 12 2 - --/ 16 76 -_� 4 16 c___ ___T rT_ iF� aXtc L__ _� _"41 r — ________________ __________ ' %°c ____ __ _ __ 3 _�,2 2 16 Ac/°c 4 `� c C4 -T _,CT , r 1I � _______-12 12 l 2 2 7 ✓ L_____________- 4 � 6 \ ° ATTIC - O 18-8 / trot ' r 18 _- / lit I I 1I I I { " - 20 zo I r I I \ , I W1REr- � 1 FURNACE MASTER BEDROOM : � 4 6 CLOSET 110 1 / i� FLR. 100 f- -_- '/ iiRECPT. I BEDROOM OGFM CT a 11418 I LOFT BEDROOM #3 s' I 4 8 6 ,3 BATH#1 s 18 / I ,s � _ 1 r1l r , 6 r ' I , � I 6 7 --6 T --" 4' 0 -- 0 zo 118 10• 8' 20 S APPROVED APARTMENT CIRCUIT SCHEDULE (200 AMP) PFS CORP -WIRE WITH GROUND ALL CIRCUITS CRT 8RK WIRE LOCATION VOLT CRT BIRK WIRE LOCATION VOLT 1 1 j 200^..i 1 20A 12-2 APPLIANCE-KIT. 110 2 20A 12-2 APPLIANCE-KIT. 110 NOV i11J r 3 15A 14-2 LIGHTING-KIT.-DIN. 110 4 15A 14-2 HALL LIGHTS&SD 110 5 15A 14-2 DISHWASHER 110 6 15A 14-2 BEDROOM 110 2DA ,2-2 BATH , „D APPROVAL LIMITED T s SDA 8-3 RANGE 220 BUILT PORTION li 9 10 15A 12-2 BATH#1 AAUNDRY/FIALL 110 FACTORY j 11 20A 12-2 WASHER 110 12 15A 14-2 LIVING ROOM 110 13 14 15A 12-2 FURNACE 110 15 30A 10-3 DRYER 220 6 �CA. HENRY ST. 17 18 AMERICA'S HOME BUILDER AVS, PA. 17721 (A DIVISION Of EXCEL I-IOMES INC.) (570) 753—'3700 REVISIONS C8Y° SERIES 2003 CUSTOMER: HARRITY/ROMAINE GENERAL NOTES SNOW LOAD: 40# P.S.F. 1 SETS JLB 10/29/03 DRK 2 �OD TWO STORY/RANCH 1 - 8. 3 DRAWING 2ND. FI_R, ELECTRIC PLAN 2 g. "INSTALLED LOCATION FOR ELECTRICAL RECEPTACLES, "TWITCHES, JACKS & ETC.., DWN QUOTE — SHEET NO. 3 - 10. 4 gy_ GLENCO, INC. NO 11500_11501 4 _ 11. MAY VARY FROM PLAN LOCATIONS BECAUSE OF THE POSITION OF FRAMING CHKD REFER s. 12 MATERIALS & OTHER MECHANICALI-S BUILDER: THE HOME STORE, INC. BY. SERIAL 6. 13. TOTAL DATE 10 15-03 NO. 7 1 7. - 14 So. FT. 4792 SCALE 3/16"=1'-0•' DNWOG 11500 P 9 L-- --- --- --- -- - - ----_ -- -- --- -.-- ---- —-- -- - - - - - — - - -- -- - -- --- - - -- - LTWO STORY CIRCUIT SCHEDULE_( 200 AMP) n zoA 1z-z BATH xz no 9 "Al 14 z M BEDROOM/LOFT no - ------ 19 20A 12-2 BATH xl 110 20 15A 14-2 BEDi ROOM x3 110 .WIRE WITH GROUND ALL CIRCUITS 21 22 15A 14 2 BATH x3/FOYLR/8SMT 110 CRT BRK WIRE LOCATION VOLT CRT BRK WIRE LOCATION VOLT 23 24 i 20A 12-2—APPLIANCE KIT 110 2 20A 12-2 APPLIANCE-Kt T 710 25 26 3 15A 14-2 LIGHTING-KIT.-DIN. I10 4 15A 14-2 HALL LIGHTS&SD 110 27 28 5 15A 14-2 DISHWASHER 110 6 15A 14-2 FAMILY ROOM 110 29 30 7 8 20A 12-2 DINING ROOM 110 31 32 SOA 8-3 RANGE 220 -_- _ 9 10 15A 14-2 LIVING RM. 110 33 34 11 20A 12-2 WASHER 110 12 20A 12-2 BATH x3 110 ----- 35 36 13 14 15A 14-2 BATH xi &x2 LTS 110 -- SOA 10-3 DRYER 220 3 5 UG i 80%,SW iCH 37 38 15 16 15A 14-2 BEDROOM x2&xl 110 k Mj C ONLY 39 40 ------� PANEL BOX _ wFPi 3 13 FOR APT.ABOVE � . (SEE SCHEDULE ON 2ND FLOOR) r , ir elUrCHEN 2 CT 2 C 3 FI GF, ' �� 2 6____ _ ___________SPAWE 2 70 LIA)i ,2ND.GLOOR r �TO HTR r 6' ----------- ---------, BREAKFAST OaR NOOK 3 6 — — — 6 , cF1 4— _T 3 z FAMILY ROOM GFI 2 MWNI AT / ' 26-A.FF. ' I ' i I I I , PAN. MIRE 6 , 2 r';r $4_--- --------- - - o 8 12 r___ 12 22 yy 8 64 CT 22 10 CO INC CELIN CEILING B941T 22` 22 6ATH RECEPT. RECEPT. RECEPT. , 3 2® 13, COMPLETE "GARAGE" ELECTRICAL /, \ GF o" / IS TO BE SUPPLIED & INSTALLED ON SITE DINING ROOM N BSMT PER ALL STATE & LOCAL COES e \ UI —PER ROOM s 10 f0 4 , i 2ND. -' -- �.�--- `---- ----- FLOOR ;r To 95M __ ______________�_ - 8 10 10 I 5' P10 3 3 3 WP 4 GF110 U.1 81K`SVdiOR &MIRE ONLY ELECTRIC SYMBOLS q) SINGLE RECEPTACLE ® BOX FOR LIGHT OR FAN $, THREE WAY SWITCH SPECIAL APPLIANCE "INSTALLED LOCATION FOR ELECTRICAL RECEPTACLES, SWITCHES, JACKS & ETC.., WIRE &BOX FOR SPOTLIGHT MAY VARY FROM PLAN LOCATIONS BECAUSE OF THE POSITION OF FRAMING 4P DUPLEX RECEPTACLE ® FLORESCENT LIGHT $. FOUR WAY SWITCH H MATERIALS & OTHER MEGHANIGALS WATERPROOF RECEP. w/GFI ® RANGE EXHAUST INCANDESCENT LIGHT rU= THERMOSTAT WIRE TTGFI GROUND-FAULT INTER. CEILING SMOKE DETECTOR ® RECESSED LIGHT CHIMES BUTTON �TI�I10� JUNCTION BOX PHONE JACK TV TV JACK NOTE: AN ARC-FAULT BREAKER IS REQUIRED(BUT NOT LIMITED TO)ALL CIRCUITS A Yx 220 VOLT RECEPTACLE WHICH HAVE AN OUTLET LOCATED WITHIN A BEDROOM,INCLUDING THE SMOKE ALARMS, M Lit 7fC� �7�,f�DT�A" HENRY ST. �(.� ,p,\�� TOP HOT & BOT. SWITCHED ® AMP CONNECTS EXTERIOR LIGHT LIGHT BAR ucHrs,AND FAN LIGHT. PER ARTICLE zlo.ne of HE zooz NEC. //\` LLL » fS LLLL 11Y1„111YYYlllLL,RJ L'1 AVIS, PA. 17721 P° OV TWO OF THE THREE CIRCUITS THAT ARE STANDARD FOR THE SECOND FLOOR OF // ` AMERICAS HOME BUILDER 570 753-3700 �". $ SINGLE POLE SWITCH CHIMES BOX A CAPE WILL BE ON A 20 AMP ARC FAULT BREAKER i�� (A DIVISION OF EXCEL HOME5 INC) Ndi�'4� rX)RI REVISIONS CHK'D SERIES 2003 Gi !! 44dd BY CUSTOMER: HARRITY/ROMAINE GENERAL NOTES SNOW LOAD: 40# P.S.F. I SETS JLBIO/29/03 DIRK MODEL WO STORY RANCH OCT 3 V 201 E) 2 T 1. 8. 3 DRAWING 1ST. FLR. ELECTRIC PLAN 2. 9. DWN QUOTES. 7 F 5'` 3. tO_ - "INSTALLED LOCATION FOR ELECTRICAL RECEPTACLES, SWITCHES, JACKS & ETC.., 4 BY: GLENCO, INC. NQ 11500-11501 SHEET N ('�`�/AL UkA1 1 4„ 4. 1. MAY VARY FROM PLAN LOCATIONS BECAUSE OF THE POSITION OF FRAMING BUILDER CHK'D REFER F~ +' 5. 12 THE HOME STORE, INC. Y: N � 0 ' � 6 13 MATERIALS & OTHER MECHANICALS' - DATC 10-15-03 SERIAL 7. - 14- _ 50 OT L 4792 scALE 3/16"—t'0" DNOG 11500 P 8 v-�n.,......... .___.�_...._,.._.a.. _......_...._.. I. TUB 2, WHIRLPOOL TUB 3, LAUNDRY TUB 4. VANITY !i 5. KITCHEN SINK 6. GARBAGE DISPOSAL 7. DISHWASHER (OPT) 8. CONTINUOUS WASTE j 9. TOILET s 10. SHOWER it. WASHER BOX 12. 1 2" DRAIN O 4 13. 2' DRAIN h v 1 15 14, 3" DRAIN is I 42 is 44 I2, 13 44 i'zs le 11s 15. 1z" VENT z. I I �� OI e 16. 2" VENT 8--11 I" I 29 49 a s 17. 3" VENT ao I L I OPT. 'B ss On O O I 0.z 18. 1 i" TO 2" BUSHING all If ` O O z9 2 24 " n 4 T 19. 1 Z" TO 3" BUSHING 24 12 Iz I 1 9O ,} 0 42 50 20 50 az 20. 2" TO 3" BUSHING Iz I L z, 12 9 51 21. P-TRAP \T 1 I 1 22. VENT CAP 2 21 O „ 55 54 4e 5 5 I 23. 2'x 2'x 1% IV' DOUBLE TEE Q z 1 15 14 49 I 4 5 24. 1 i" SANI-TEE Q I s3 O I " 25. 2" SANI-TEE O u z9 26. 3" SANI-TEE 19 zs 78 " az 14 27I 53 27. 3"x 3"x V51" SANI-TEE O3 46 13 29 z sz a 28. 3"x 3"x 2" SANI TEE n u 21 49 I 1,4 10 .e I'sO 4' 29. 2"x 2"x 1 Z" SANI-TEE 55 49 54 1 4 13 30. 3" DOUBLE ELL se 2, 43 2 I 53 42 31. 1 kz" 22;' STREET-ELL 13 s3 so 50 O 21 18 21 32. 2" 22'2' STREET-ELL "To the best of my knowledge, belief and professional z3 35 33. 3" 22i' STREET-ELL judgement z1 ,3 13 34. 1 z" 45 STREET-ELL 1.This Factory Manufactured Home(FMH )plan has 4 14 35. 2" 45' STREET-ELL been approved from a system set of FMH plans 14 4/ ,4 36. 3" 45' STREET-ELL previously approved by DHCR, Application No. M0497 O 0 1„ Manufacturers #M0497-96-013, Exp. date 37. 1: 45' ELL which has not been modified in any manner. 38. 2" 45" ELL Lax saaraRr - 39. 3" 45' ELL Interior finish, interior Floor finish, electrical conduit SYSIEY 40. 12" 90' STREET-ELL electrical wire insulation, pipe, duct and thermal 41. 2" 90• STREET-ELL insulation used in this building have been tested in TYPICAL TWO DRAIN AND VENT 42. 3" 90' STREET ELL accordance with the combustion toxicity test " 90' ELL (LONG SWEEP) method prescribed in Section , and report 43. 1% z of such test has beeh filed with th the the Deportment ment of sa se 44. 2" 90' ELL (LONG SWEEP) State in accordance with Section 1120.3 of the code. 45. 3" 90' ELL (LONG SWEEP) 46. 3" 90' ELL 47. 3" DOUBLE WYE nOj �coaPEePE` 48. 1 z" WYE / \ \ 1/2-. REEDUCER 59. 2" " wyF O \ f/ 51. 2% 2'% 112" WYE ALL ELBOWS/TEES 1/2"OR 3/4"COPPER 52. 3 x 3"x Q" WYE PFS 44 O O / ALL PLUMBING FIXTURES TO HAVE INDIVIDUAL UAL / 53. x 3"x 2 WYE 1/1'COWITRESS / 3/4'0 EE SHUT-OFF VALVES 54. 1 Z" CLEANOUT 55 2" CLEANOUT 1/�.ER 1/2-COMPRESS 3/4'REDUCER REDUCER NG 56. 3" CLEANOUT 1/2'h E'C 3/F 9 TEE COPPER R n TIM 3 'i 1EO REDUCE/ BUILDER INFORMATION ` 11 12'.3�/4' / \ - �!E r J \ FIELD CONNECT HERE © ACCESS PANEL IN FLOOR OR CEILING. BUILDER MAY BREAK PLANS CERTIFIED TO CO (S WTH ALL I Q PIPE LOOSE IN 1ST FLOOR WALL TO MOVE PIPE CODES AND REGULATION (SEE COVER SHE C \/ 1/2'.� � / Q.A. MANUAL FOR APPR D STATES &APPLICABLE i \ / O4 \ UP OR DOWN TO ALIGN PLUMBING FITTINGS. BUILDING CODES ON PAG #3.0.1 p 5 1/Y T19E l• / DRAFT STOPPING INTEGRITY MUST BE MAINTAINED. 1 2003 CCPPER \/ I J � These pions are the excu ve property o A e a S REDUCER I/z-COMPRESS 4 A division of Excel H mes Inc. Liverpool, Pa, 3/1"R HE \ nTRNG n / I �/ = BUILDER TO FILL TRAP WITH A Reproduction on",,.",,any Po.e °r this PI°R.itn°vt the e.P,ess NON-EVAPORATIVE SUBSTANCE .,i e"°°"se A"sA"'e"° is P' {7 v�g' 3/4•TCOPPER \ \ / I/�0 TEE I r I M A TI,w V 'r( � ALL SCHEMATICS ARE FOR SINGLE-FAMILY RESIDENCES \ \ 1/z T1 -L A,,...,.�,5 L7 ME DAD ONLY. MULTI-FAMILY RES.TO HAVE INDEPENDENT SUPPLY k COPPER CfML'Kl Fb B DRAIN SYSTEMS W/ISOLATION VALVES ON SUPPLY PIPING. \ / A Division of Excel Homes Inc. PROVIDE CLEANOUTS IN DRAINAGE PIPING WHED \ \ / I I _ VENT INCREASER THRU ROOF HENRY ST. THERE ARE(2)OR MORE 90'ELBOWS IN THE BRANCH H C WATER \ / Y - 3" DI A. 12" ABOVE AND BELOW ROOF AVIS, PA. 17721 LINE(OR AS SHOWN)(N.Y.S.CODE-PART 9.03.106) I slur-OFF VALVES \ \/ (570) 753-3700 NOTE: CPVC FRESH WATER SUPPLY PIPE AS ALT RI ` 1 7/'TYPE-L-CO ER- 3/4-TYPE-C STATES AS ALLOWED BY CODE. P 3/.ENTRY s~aT-a COPPER DRAIN AVIS MODULAR SYSTEM S .` /I\� VEN T ALL MODELS TYPICAL 2-STORY WATER SUPPLY - REVISION PLUMBING SHEET 112° DIA. COMPRESSION FTC. ,0/zs/99 COPPER WATER SUPPLY 2/,219 NOTE: OPT.WATER HEATER LAK VA ON 00E S BUILDER 2-STORY SHEET NO FIRST FLOOR LOCATION IXV CRAV0.SPACE MODElS DWG#S-PLUMBING 2 STORY DATE: 10-25-93 88 • - ,..... w"W '.trAKtU YKUM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. G� OF CQ TOP CHORD 2x4 SPF /1/02 :T2 2x6 SPF 1650f-1.SE: \ �`1� k4 x/120 MPH WINO, 30.00 FT MEAN HGT. ASCE 7-98, CLOSED BLDG. LOCATED �G BOT CHORD 2x4 SPF 2100f•1.8E ,% O ��'�YWHERE IN ROOF, CAT II, EXP C. kIMO TCDL-5.0 PSF, WIND BCOL a�, H CARD r�/i SC WEBS.2x3 SPF �1(f2 :W2 2x4 SPF 1650!•I.SE' \ ♦ • •..�. �/ SC/j, �NpER S .. SCOTT 2� �� o ••' -. ti G�ly�� �, ,•....� x4 SPF (<3: 5••�DE�SS/Q 1.O �1'/CONTIN000S LATERAL BRACING EQUALLY SPACED ON MEMBER. y 'y. 1S T� • �/ +U UNDER + Q tiq „ V 1 • } r y PE 7991 Z �•��G �, it62 ONNECTIOM SCHEDULE: + A DETECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. *_ SCHURVIAN V �� MAXIMUM LOAO(lbs) I NOTES: � .� =* .� �► _ �: 71�t3r AXIAL ) • SMEAR ► T-TE%SID% LOAD. +.d NUMBER g{EriO GAP AT HINGED CONNECTION, PROVIDE A MINIMUM OF = •� NCI. 8766 /z- No• 6104 I...� 82T / 711C) ) -C-COMPRESSION 10A0. / 12847 `l�2- WOOD TO WOOD CONTACT WHEN HINGED SECTION IS RAISED.= 4" It- �4+� 29T / 129C1 2131 -DESIGN CONNECTION FOR COMBINED O� �w �► �U • ` its NIfL •�� AXIAL + SHEAR LOAD SHOWN. �� �ss \mIS design aDPlies to residential construction co flying w1'�'p•'r •• �� Sf0 @� �RWP jONALgA �, IRC section 8301.2.2 for Seismic Design Categories A. B. C. oS+ •• �•..•``���� S •••.�•.•••• 0 NUMBERS INDICATE TYPE OF FIELD CONNECTION REQUIRED- SEE f/,,` � '1 D��� O MART J/1,1` t� DOLE FOR CONNECTION LOADS AND REQUIREMENTS. TIGHT FIT IS REQUIRE l TWEEN ALL MEMBERS AT THE JOINT. CONTACT ALPINE FOR ALTERNATE JO G OF NC e• �� � -2-2'3- ' 2fi!UtK4/lL/LS, .••'••••. CONDITIONS (TO ACCOMOQATE MAILERS AND PLATES AT MEMBER ENDS, E . t?� \�U'�� �j �� \ 150°R S� ••9.y AND ALL FIELD CONNECTIONS SHEAR BE DESIGNED BY THE PROJECT 5 ��NOER S O �°� `ss�yL"i� FIELD APPLIED PEAK G1:o $ G� •O ENGINEER AND CONFORM TO THE HOME MANUFACTURES INSTALLATION D AIL .�� CyG �.� G rl,Qi 0 7 1 BY OTH� 1 1 •h "t _;. WARNING: FAILURE 70 PROVIDE PROPER FIELD CONNECTIONS MAY r C) �' 1) SEAS V66nap 1 % G v 0 • 1 1 � `,•tpt OF PF, RESULT IN INADEQUATE STRUCTURAL PERFORMANCE. .� m -w Z I= C!� �- �� �.� •� �...�.ti 111111►1 0,n•,Y�S u 1tiy�a� :•���.'-•••• JI �'fJtE PROJECT ENGINEER SHAH DESIGN THE SUPPORTS WALL N _ 026 �g / ��`�` OF VFRPer/� ( Z 14 1 �� .... /yO�i� (� ••TERcD AO '•��� : ��• /® %AHS) AND BUILDING SYSTEM TO ACCOMODATE HORIZONTAL �gi �Q'• i�-$Cf/(/9 2� ss70NF�L �a #i" SCOTT .REAVI*N%('Rh•) WHERE SHOWN-7 (- 2SHP �• SCNURW N(H) ;w4NTAL RESTRAINT IS REQUIRED AT TOP OF THE VERTI+ t6t6Ya Q SS10�A�' I •#� • 53031 tEOLJ`f� HORIZONTAL REACTION ('Rh-) SHOWN. �a 439+ ,LL%%J111i1i61111 �i`'/1 iWA,l'1�QESIGM CRITERIA: �`�� ••�$"���. '`F4 Q• �� so CE 7-98 Q. • ``�����ND•••sCiSP , %� ••q••• Q • t ��:`' '•' Iii s"•••••• G���♦ ♦ . G, A G �� •SlO SNOW LOAD-45 PSF 1! 24•, 6T.5 PSF 16'5 9�P+4f� �• r1PMH-18(1" GAP) 4- ''# #rNAL�;;•`�• ♦ A. • STE �• F •'Q 1P,# NAL 4�LOAD EXPOSURE CATEGORY C(PARTIALLY EXPOSED).y e ril y O• O •+s 11#81411120 POSURE FACTOR(Ce)- 1.0. THERMAL FACTOR( I. ,-p • n l: N1Y6N►& ;4,V .7: _ . 3X6(R) �� A No. «Z_ IMPORTANCE FACTOR(I) - 1.0 � : N0.13542 • Ci• (A) (H) -7�- • i 19822 THIS DESIGN HAS BEEN ANALYZED SEPARATELT FOR 8011P� 1 `lQ-4-5 w2 1 �b •!� BALANCED AND UNBALANCED LOAD FACTOR (PS X 1.S).- • e WS / 1-5-4 i Q STATEOF $141 1Vr %P CEK• e• ,,,`� -� i�,�• /IV s ALT. LOAD @ 16' 0.C. ALT. LOAD a 1Z' D.C. �i� • 1.5X3 w �- R •. 011AN:•�•�.� ------------------- NA ENG�1•` s�aNAL �� TC LL 72.0 PSF TC LL 96.0 PSF `#P' Mt1R»•••, 4X6(84) 2X619 4X4= (X 1 l�Atlliili11111►L` TC Dt 15.0 PSF TC OL 20.0 PSF jK OF F 8C Dl I5.0 PSF BC DL 20.0 PSF y�`� gSS9 R-1153 U-277 W-3.5 OPTIONAL CANTILEVER R 942 U-481;x`O : �C,�STFR ,-Q BC DL -I5.0 PSF BC LL 20.0 PSF �O� SCOTT•L. �gG h-296 M 0 8 R-1241 U-330 Rh-304 Rh--296 aryl V (I 8867 SCHURWAN �+ - TOT.LD. 117.0 PSF TOT.LD. 156.0 PSF o -+ 1-5-8 STATE OF CNtL -� f �-----t+-7-1 = a (X) OPTIONAL 1 1/Z' X 1 1/2' DADO MAXINOM, OY SU ORTxO•321 --0-9� x•730•-C ��♦e.•• �� Q/STEREO ER 212-10-8 RTS '�i,�Fs' V I RC? �FSS/n L Ft1G� S7O.... c_N PLT Tvp ueyr ToI`3S Criteria: TAI STO PA - I - - R F Scale =.3125" Ft. _WARNING" TRUSSES REQUIRE EITREME N FAMAICATION, HAMOLIXG- SNIPPING. INSTALLING AMp BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND&RACING), POIR.ISNED MY TPI (TRUSS PLATE RW (� TC LL 48.0 PSF REF 87433-80640 I MSTITUTE. 583 O'ONOFRIO DR., SMITE 200. MADISCN, wl S3719). FOP,SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHUM;SMALL MAY%PROPERLY ATTACHED ReR1R�lm O TC DL 10.0 PSF DATE 10/24/02 STRUCTURAL PANELS:'BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. P1R0M�SIOIMt IMPORTANT FURAtSN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DRW PRODUCTS, INC. SMALL NOT It RESPONSIBLE FOR ANY DEVIATION FROM THIS OESION: ANT FAILURE TO URDBt SCNURW BC DL 10.0 PSF MOUSR7433 02297005 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FAGRICATING, HANDLING. SNIPPING. INSTALLING AND ALPINE &RACING OF TRUSSES. THIS DESIGN CONFORMS VITM APPLICADLE PROVISIONS OF NDS (NATIONAL DESIGN A Rnl�ol6 Q 8C LL 10.0 PSF MO-ENG /CWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC:;,TION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A663 GRAD GALV. STEEL. EYCEPT As NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS JCSIGM, POSITION CONNECTORS PER �HSYLvP' TOT.LO. 78.0 PSF SEQH - 21887 Alpine E,,gime,-•a ProdVcm Im DRAWINGS 160 A-I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUN.FAC. 1.15 City, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY APO USE OF THIS h COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE &UILOING DESIGNER. PER ANSIrTPI 1-N!!S SECTION Z. SPACING 24.0" AT26-M7 Ort 75 APPROVED PFS CORP # OCT 3 1 2003 APJPRrjVAL 1.MITE 10 a� 120 MPH VINO. 30.00 FT MEAN MGT. ASCE 7-98. CLOSED SLOG. LOCATED`\>-%%% t{CARQ��Fi,�' S`+ �(j 807 CHORD 2x6 SPF 1I/}2 '--- `+%%ss a v•"�C�j�j� ANYWHERE IN ROOF. CAT 11. EXP C, WIND TOOL-5.0 PSF. AIMO. SCOL�4 I, ... •.. /j/ � �U,A WEBS F 1 SPf t17}Z :P2 2x4 SPf }1/F2• :xr 2x4 src }3: (A) CONTINUOUS LATERAL BRACING EOUALL7 SPACED ON MEMBER. •�Q PE 7991 �qk CONNECTION SCHEDULE: � = DER .•''-'•'•. �. MAXIMUM LOAD(lss) ROTES: + J � DEFLECTION MEETS L/Z40 LIVE AND L/I80 TOTAL LOAD. �;IC•+4' �a��["' . AXIAL SHEAR T-fEMSIQN LaAO. ? fj ,? No.8766. 1QZ (F) NO GAP AT HINGED CONNECTION'. PROVIDE A MINIMUM Of r<,�' O. L 2T / 742[1 --{ C-camPRESSION LOAD. ' (J • a �Q p ,cv .� 2' V000 t0 W000 CONTACT uHEN HINGED SEtTION IS RAISED- �J7•� FC/y�EA \r 3T / 133[( ZZI I -OESIGN CONNECTION FOR COMBI tri 1 • S No, 61o4 •Z I AXIAL • SHEAR LOAD SHOWN. This design .OY11es t ('esfdent/sl construction toMiyfnq v/th�iQ �:/ � �•~,\\ �� -d IRC section R1t4 �;40wmie Oeslgn Categorles A. 8. C.. 01 1� ``NOL'iZ ;O :•Q CIl:tL�D UMBERS INDICATE TYPE OF FIELD CONNECTION REQUIRED- SEE t_ 11 1 CIS J •�...-• !!__ O� �(� FOR CONNECTION LOADS ASO REQUIREMENTS. TIGHT FIT IS RE / '1 Ep,LTH pF tt. F�11 •,`9 • �W P� �NDE.9 s 0 Nk `� L Af 11111U11►►►►►► • ALL MEMQERS AT THE JOINT. CONTACT ALPINE FOR ALTERNATE 0( {�' C'S, 'Q 4\_Q� l,P f DER ALL�'�(�•tiQ �'�,� C IONS (TO ACCOMODAiE MAILERS A10 PLATES AT MEMBER EROS. C_) Q 9 _ Cl �-3-�--f 'sue /u L ALL FIELD CONNECTIONS SHALL BE DESIGNED ST THE PROJECT r- c 9-1 ; v O$ SCOTT r 4 •+`ututaa+ar•nP 'NGINEER ANO coniOAN TO THE HONE MANUFACTURES INSTALLATION 0 QZ rc Z oU .UDDER "p \0"\1y0�R$^f±�i�i -4 m s C_ �7 -'J :y ��• = �+ '` •.• •.� 11IING: FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY Z ^'y SCHl1RW�lY +• �y-�/.='a;�STE 4 ': RESULT IN INAOEOUATE STRUCTURAL PERFORMANCE. r- NUMBER OF' fRti i7 ;o.;'G�� '�; SCOTT L. >1L? O C? W.a ` ?h' 8867 •i10 THE PROJECT EMINEER•SHALL DESIGN THE SUPPORTS ryALL , F b PPX�� 12847 �r Z8HPMH-18(F) s ' •...-- �._ SCHUR�WAN • ,o ?16;1- _ NAL `�� y [ A M SEARS) ANO BUILOINti STSTEH TO ACLONOQATE HORIZONTAL �O/ SS�O v� •...R �►• s 1 -�4_'t STATE OF: -O. - 53031 OMS ('RA•) xNERE SHOHN. A,tt1tCA+At1t+•PP, .SCNU;P - Sj - 5 •G , •� O tC� ��. ��(\ FC ��• , y�iORIZOtlTAL RESTRAINT IS REQUIRED AT TOP OF THE `Z'� Al/�'/� ��•O� ONA ,A ' r 0", VIStG ► -. .'s•�STE .•• �.�16E8 FOR HORIZONTAL REACTION RA :�"' ���~•' "� *�5 'Z �# �� SS/ •.«•..ESLG ` ., F. •.. ••►ONAL G,w LOAOiNG OESIGN CRITERIA: TZ ►r►hrnntttl••� \\`,,11St111tlttFFPF' T�egp.n.aN.++ [DOE - ASCE T-98 �t/J 1 y � •� • ry GROUND SHOW LOAO-45 PSF A 24*. 67.S :PSF 0 16'L 99-WV 12' `�\ \��....L•P�P � SNOW LOAD EXPOSURE CATEGORY C(PARTIALLT EXPOSED)�� • '`--•• G��'�' 4� �G15TEq�.G9�� EXPOSURE FACTOR(Cal- 1.0. THERMAL FACTOR(Cp- 1.0- �•13642 �� 'FOP;0NALu,,•� 1 IMPORTANCE FACTOR(I) - 1.0 iyF��(�C�5�9 `` `'► 28HFMt�- 9+�2� GAP) +f (A) (A, (H) ��• N0. 2� THIS DESIGN HAS BEEN ANALYZED SEPARATELY Fait so IV...•«.• 1�4�a>> 3X6(R) O HZ T 19622 :Q= BALANCED AND UNBALANCED LOAD FACTOR PS X 1.5). i�i',rrP ►,'\\\ 1-5-4a-4-r1 N4 { ( '� A EV4 i-5-a • list L L '. M=OF �'- ALT. LOAD 4 I6' 0.C. ALT. LOAD G 12, 0_C. •L '!°.o•' SAP I► ..2�z ------------------- ,ttl OF p 7- -�- �i��\.1s. OMN•. TC LL 7Z.0 PSF' TC LL 96.0 PSF ,`� 9Cr •0. 3X3 a 6X43 ssOi�jAjL1� ,\`� ac DL 15.0 PSF ec of 20.0 PSF ��� ,y y� 4X6(AI) a OPTIONAL CANTILEYER (7I CZ) R-1200 U-Z58 Rh-ZBZ R-1010 U-512 8C OL IS.O PSF BC LL ZO.0 PSF T, CrAL H 11ZO U-210 N••3.5' Rh--270 -11 Na3202D -270 Ej-5-I3 TOT.LD. 117.0 PSF- Tor.La. 156.0 PSF (X).OPTIONAL 1 1/2. 1 1 1/2. OA00 MAXIMUM: OVER SU ��' f 3-7- FSS1aitAl \ OVER 2 SUPPORTS PLT TYP. WAVE TPI-95 Oesian Criteria: TPI(STO) PA/- I -/-/R/F Scale 3t�S-7Fr_ *Ivmxl7C•- n02SES 1EOUIRE E3TREK CAC( 11►►LLtCAT10R. 7 nk_IX4. SAIPPIM. I1ITALLIMti RAM+ _. -. 1Z R1ACt1e. ,(lElt ro 1a•+t IMAnaIIMt c)Lrtuil>c.� SR;;ss,. ;t,�in""TPT Inttsz reA1t E4�Q�) TC LL 48.0 PSF REF R7433-80641 Inn-i E. SR flow R[*as.. SUITE 200. WtSOM, Mr 131171. "a Soo MCI=PRIOR TO PfltPO01IMC T1ESE FulcntoMS. uMLE1z OTMOntst I1elu1ED.Tor t110RO flAttllu►4 PROrE)LLr ATTACMED C) TC OL 10.0 PSF OATS 10/24/02 • STROC71I14 PAMMS, tOTTOtr CNO/0 S1ALL)LATE A P"MLn ArTAoia A1et0 CEILIRti. -IMPORT. FTa11S11 A tort OF l$ OFo10 V t1E tATIOLFM sits [Tae.ALPTM(t71e[MEE1tED SC OL 10.0 PSF OR4i HOUSR7433 02298001 noet+cTS. INC.IAC s1AEl NOT 6E 1E5►OITStRLL rat ar /Erano■/ROM Tit:oESto: A.r FA1Lat To mm SCWRWAI{ �ALPINE uuD r1E nessEZ t1 COIr►tes"Anct r1T1 Tn: 01 ►AatGTtRC, RAMMIMe- S11Pr11e. IMSTALLIN AM 1RACtMe o►nOZSES. THIS 1Esica+CWGRns T+T11 A I.ICAllu Pmtzlon OF wS curt OnAl OES2RN °�1°� � BC LL I0.0 PSF MO-ENG /CWC 1r(ctrluna►reLlsM(e 4T TK An(RIC1i F41EST AM PAM AsiocunlON► Are Trt. AV114 COWCT0Ai AR(AAOE Or ZOOA AST)+A613 CL64 CALT. STEEL. ESCM AS COTE$. H•T.T COMRECTORS SO F EAQ FAa Of nOZ- Are VKCSS OTMVISE LOCATER 01 T1t1*(Sign. PeziTlOn CDwRC MS►Q N/y L.,ip�' TOT.LO. 78.0 PSF SEON -- 21890 Alp- P-duczL I_ Oullim 160 A.I. W SEAL On 7111"A"906 ICOICATCS ACCE"All" OF MnSSIOnAL EIKIMEER110 6thCIM mo 63NS AES13"111tLITT MOLT Fa rK Mass caroWMr et1Ta U Mn. THE S117"Km un VA or TNts OUR.FAC. 1.15 carps" T FOR AST PAATICIRAI SUILtelet IS rM 11"SlAILITn OF rK WILDIMt OESIUU, PER Anzun+ 1-uTS s(crr0n:. . SPACING 24.0 AjA=6 I17 APPROVED PF8 COPP I OCT 3 1 2003 1 ,APPROVAL LIMITED T y RIDGE VENT k SHINGLE CAPS FIELD INSTALLED\ _2x4 RAFTER E%TENSION FLIP FIBERGLASS SHINGLES'1 APPROVED PREMANUFACIERED TRUSS NO FLIP CAVE OVERHANG OVER 15p FELT PAPER \ /� \\\\/12 O.C. / 0 7 22'-G'W_-ALL PITCHES A OS.B. 12 N 112" (SEE DETAIL ABOVE - C- FOR 24-26 W.5112 \ 2.6 $TRW(GaT) ------ FIXED OVERHANG). FASCIA R.. - - ICE SHIELD R-3fi FIXED EAVE O.H.FOR 24-26W. 7/12 RIDGE CONNECRON - m NRA11 FACED ja}$PF KNEE WALL FIBERGLASS INS ATION ALVM.GRIP EDGE 4 _ 2.8 SYP 02 CON PNUWS 5/B"DRYWALL COMPRESSION VENTED VINYL OR it-II SOFFIT TO MATCH TRUSS BOTTTOM (GLUED 8 SCREWED HOUSE WRAP STRIP(CONY.) CHORD!K TRUSS OR FOAM SEALED) (N.Y.&R.I.) RAGE FEAT k SOME - R x6 SUB.W/FASCIA VINYL SIDING 2x4 B 16"O.C.MARRIAGE WALL CAPS FEW INSTALLED 2.4 RAFTER EXTENSION RIP W/DBL.TOP PLATE }"DRYWALL f DRYWALL R-19 INSULATION W 2.6 (GLUED k SCREWED OR (GLUED k SCREWED / FOAM SEALED) OR FOAM SEALED) ..-,•n__ - 2 7/16'O.S.B.SHEATHING FBERLT SO-N S APPROLED uANJFAEIERm muss 1 3/4"T k G O.S.B.SHEATHING r�•x.n.._nv uzxa OWJi 151 FELT PAPER I6 0.0 GLUED k NAILED .�o<..>L w 1/2'0.58. 12 GABLE WALL TO FRAMING 5" (GLUED SEE PLAN FOR MODULE WIDTH 6' (2)2x10 SYPp2 BOOR GIRDER GALV.JOIST HANGER � FOP CAW:OKRxANG 17 BEAMS EACH HALF OR LEDGER STRIP DBL.2x10$Pfp2 BAND JOIST x. 27-6'W.-ALL HTCKS I¢sHlElp 2x 7UIAT' 2.10 SPFp2 0 16"O.C.FLOOR JUST FOLDING OVER DETAIL 2.3 W E A.L.N9'at j'STEEL PLATE SILL PLATE `SEE pELAk AWLS RAT FACED PER LOCAL 6 w 2N'26'W.Sh1 N ft-19 IN ��WH,,�) F9ERgA5S MSOLAgAN W REQUIREMENTS we ma 1.6 SUB. SEA 3 ff� CAiRES90N 5/8'DB.AUL 2XB CONY. smv(cwTl (pquE pyl q EDI BA.�F r (SEE FOUNDATION NPLAN FOR LOCATIONS) OUSE WiAP(N.r.k RI.) ( ) 2.4-02 s 2ND R-008 (aum t swEWEn w FOAM SEMED) S EE PLAN FIXN MODULE WIDTH ]A 0.58. SEE PLAN Fqt MOpUIE W01N of FIEMIR SHEAMWG (1)2.10 SYPF2 FLOOR 6 FOOTER PER E%ISDNG I GO NAR TOE NAILED®16'OC BEAMS(EACH HALE) GAV JOIST HANCIA 3/A 1 k G 0.5B.SP,EATNING - 4"CONC.FLOOR 2.6 SKp2 w LEDGER SRkP (aUED k xAAFp) 09L.2.10 SPFf2 BAND AST SOIL CONDITIONS y t==111 mULTIRf 2x ftOOR PERIMETER j PERIMETER IN SI(I 2.10 APF(2 0 16'ED.FL00R h10 SPFIB 0 16 DC FLOOR AST •\ 112'rnR000n BOtrwlNUfSS BY ANS(510.) • / ��+ LOLLY COLUMN DOTING WASnERSf®b OC 51wI.r ANr • _ 12 SKR BAND AST Q VOIDS BE ORE BOLTING C CA - .2.12 SYND aG ORDER MULTIPLE 2X CEVNG-.F ER 7/16'ES.B. (CENT) 5/0'DRYWALL 5nEATnI1G BAND INSTALLED'-60 NA IS @ 4•a o EA'..SPCA S-BR.- �� (aUlO 1,SENENFD ONE RTV INTO UPPER MODULE PLCOR PEWMLTFR 5HALL F-TOP 15T F-12ND ROOK (am k SCREWED 20 SPFM w FOAM SEALED) F ON[RDA'INTO LO'AtR MODULE ClG FFK.F fR FIELD--ALLY N4PAL^D MATEK w FOAM SEATED) STAIRS BY ANS -SANG SIDE'AALI R-19 INS1AAR\2- 24 SPF/2 STAIRS MAY VARY 5' SEE PLAN FOR MODULE WON UPPER TO LOWER MODULE 6 z.6 SPFi2 DouBLf zx ftooR rcwmfrER GALV.AST xAxLER 5/B'T t G D.S.B. N, Nc LFMZR STMP (GIRD k NALED) DB CONNECTION ®CENTER L.7.10 SPF12 RAND AST r NAIL TOE NAILED @ 16'h10 SPFp2 016'O.C.FLOOR AST 2111 SPI'M O 16 O.C.FLOOR AST "I. OUBLE 2x CEILING P lIFTEK s R-19 WSLRA1.BY INE RS 12'.1/1'SmEL RATE 1REATED 11 PLTML,% IS( (EACNR RODfA S1EEL COLUNX BASEMENT (SEE FPRA)ARw Fw LOCA1- UPPER TO LOWER MODULE CONNECTION @ EXTERIOR SEE PLAN Fw NODULE WORT FOSTER PER Es"CWC.BOOR SW I- c /2'LnROUGn BOIi N' NUTS F ASnfRS @<OC Sn M ANY LaLY-.N/YOOIMG LO D5 F111 E BOII.NG MULTIPLE 2X CENTER CEFA• 5nEATnING BAND IN5-LCD 11 CD 11IR5 @ R' ONE RON'INTO 111 PLATE.ONE-INTO PEFL. R MODULE TO MODULE CONNECTION smenau APPR01l� ' IcD NAR roE NAILED @1G•a: PM+R' +�o('�C ' r DOUBtf 2x MKAU RR BAND C r sRL-Te FOUNDATION NOTE OCT ��� C SEE INLF LINEATION FOUNDATION PLAN FOR OLUMNSNS E ONLY FOUNDATION WALLS,FOOTINGS.COLUMNS k SLAB TO BE DESIGNED BY OTHERS i0 NEE1 MODULE TO SILL CONNECTION ALL STATE AND/OR LOCAL CODES USING EXISTING SOIL ANALYSIS/CONDITIONS �+yp� /,°�yg a i��p /N�I L1VIS I11V1riffCA HENRY ST k WI LL" AMERICA'S HOME BUILDER AVIS, PA_ 17721 (A DIVISION OF EXCEL HOMES INC.) (570) 753-3700 REVISIONS CH1K'O SERIES 2003 B Y: CUSTOMER: HARRITY/ROMAINE GENERAL NOTES SNOWLOAD: 40# P.S.F. I SETS JLB 10/29/03 DIRK MODEL 2 TWO STORY RANCH 1. 8. 2 9 3 DRAWING CROSS SECTION 3. 10 4 WN GLENCO, INC.ONpE 11500-11501 SHEET NO. 4. 1l. 5 _ 12 BUILDER:THE HOME STORE, INC. CHK:D RNEER Yy 6. 13 DATE 0-15-03 SERIAL 7. _ 14. _ TOTAL 4792 ORWG so FT SCALE 3/16"=1'-0" NO 11500 . . � . FFM PFS CORP LEFF SIDE ELEVATION OCT 3 1 2003 HENRY ST. REVISIONS CHK'D SERIES 2003 BY CUSTOMER: HARRITY/ROMAINE GENERAL NOTES SNOW LOAD: 40# P.S.F. 1 SETS JLB 10/29/03 DRK MODEL 2 TWO STORY/RANCH 1. 2. 9. 3 DRAWING RIGHT ELEVATIONS 5. 12- THE HOME STORE, INC. BY NO No 6 13. DATE 10-15-03 SERIAL 7 14 TOTAL 4792 NO 4D 12 7� FFFFI' Fff APPROVED PFS CORP CT 3 1 2003 APPPI -7)VAL LIMITS -' „ NWr AVIS L11VffRICA- HE AMERICAS HOME BUILDER AVI S, P PA.A. 1 17721 (A OMSION OF EXCEL HOMES INC) (570) 753-3700 REVISIONS CHK�° SERIES 2003 CUSTOMER: HARRITY/ROMAINE GENERAL NOTES SNOW LOAD: 40# P.S.F. 1 SETS JL610/29/03 DIRK MODEL 2 TWO STORY RANCH 1. 8. 3 DRAWING LEFT SIDE ELEVATIONS 3. 10. 4 Biy CLENCO, INC.ONOOTE 11500-11501 SHEET NO. 4. 1l. 5 12 BwLDER:THE HOME STORE, INC. cBK'o REFER Y: NO C 6. - 13. _ DATE 10-15-03 SERIAL '-/-IF-I1�/. 7 _ 14 TOTAL 4792 DRWG SO. FT. SCALE 3/16°=1'-0' NO 115CZ 4C -� II II ® ® r==== __ 11 y r=---=- II r�—�9 II II f�—r� II II it II I I 1 II L II 1 1 1 1 II I I II IF-f-+i II II t+-�i II I I II N 1 1 i II II 1 I 1 II I I 11 I-++-J II II 1--1,-+-i II I 11 II I I 1 II II Y I I 1 II I I 7 N'I II IInN Nnl II II If ll Inl II I I 11 Ilf 111 11 II II II 11 IN 11 II 11 I I I I L4UJ N_U� I I I I �U� �LJ� 11 I f IFff II I II II I I L—----J I ---------------- ----------------------------------------------I REAR ELEVATION APPROVEV ACCESS TO GRADE ONSITE BY OTHERS P� C®ua APP N 99 �! OCT 3 1 2003 /�_ e'�, � "PR OVAL/¢{ a�/p E g L7� Al R—ICA- HENRY 51. "- �°fS°,yJ'd7'!��ISS/iiT t.i �'i.� i " AMERICA'S HOME BUILDER AV S, A. 17721 N (A DIVISION OF EXCEL HOMES INC) (570) 753 3700 ° 3 � i N 1 8�i®'e REVISIONS CHK'D SERIES 2003 BY: CUSTOMER: HARRITY/ROMAINE GENERAL NOTES SNOWLOAD: 40# PS.F. I SETS JLe10/29/03 ORK MODEL 2 TWO STORY RANCH 1 8. 3 DRAWING 1, 9. REAR ELEVATION 3. - 10. - 4 OWN GLENCO, INC.Q OTE 11500-11501 SHEET NO. 4. - 11- 5 12 BUILDER:THE HOME STORE, INC, cBK'D 0" REFER Y: N 7, - 13. - TOTAL DATE 10-15-03 SERIAL 7. - 14. - S0. FT. 4792 SCALE 3/16"=1'- DNOG 115000-48 1. RAIN GUTTER & DOWNSPOUTS SUPPLIED & INSTALLED BY OTHERS. 2. EXTERIOR LIGHTS SHIPPED LOOSE FOR ON-SITE INSTALLATION BY OTHERS. 3. STOOPS/STEPS & HANDRAIL SUPPLIED & INSTALLED BY OTHERS. 4. FIRST &LAST ROW OF SIDING SHIPPED LOOSE. S. SIDING ON GABLE ENDS ARE SHIPPED LOOSE FOR FEILD TMINSTALLATION BY OTHERS. TM II II II II II II t=-1 r=-J r-=-I ri--1 i i r-----1J r�1 r-=1 r=="l I I I L �J L �J L��yJ L -1 I I I I L =J L =J LE_J L -�J I UUU I (L I E_� � i -� -_-�r==.��� �rc(" =- -= r = -1�� �rrr=,a(-=-1 rr--� onr-=1�� i I j _J:J LJ Ell, LJ� ALL_JJ LJ L -J L =�J�I I ALL—JJ L =J L _J L _J� I II r=-;l G=-1 r-=`+1 r=1 II II r=-1 G==�jl r=-1 r=-1 II II r=-a r=-�7 r=-1 r==a II I I LL �J L —J L _yJ L —JJ I I L —�J L_=yJ LJ L �JJ I ILL=�J L _J L —J L —7JJ I I I 1 11 J J L_J, II r=__1 I__=="l I-==1 r=-1 II It r-'-'-�-1 r--_l r--J r--I II It r-_7�==_1 f_"=__1 F,--J II I L J L-JJ L—�J L-A I r 7 L I I I I I i L J L J L �J L J r- _J L—_J L= J L-_J FRONT ELEVATION APPROVED NOTES: APP�'!ROV�Ey THE ELEVATION DRAWINGS MAY NOT ACCURATELY REPRESENT HOW HIGH THE HOUSE WILL THE ACTUAL FINISHED GRADE MAY CHANGE THE FOLLOWING: pm CORD BE ABOVE THE FINISH GRADE. HOW MUCH OF THE FOUNDATION WILL SHOW ABOVE GRADE. THE ACTUAL FINISH WILL DEPEND ON - WHETHER WOOD FRAMED KNEEWALLS OR WALK-OUT WALLS SHOULD REPLACE LARGE AREAS OF - HOW DEEP THE FOUNDATION IS INSTALLED, WHICH WILL PARTLY DEPEND ON THE SOIL CONCRETE EXPOSED ABOVE THE FINISH GRADE. OCT fl �(}O*U CONDITIONS DISCOVERED WHEN THE HOLE IS DUG. - WHETHER THE STAIRS TO THE HOUSE, PORCH, DECK, SUNROOM, ETC. WILL REQUIRE MORE STEPS /� HENRY ST. tCi Y U J I - HOW MUCH FILL, IF ANY, IS BROUGHT TO OR REMOVED FROM THE SITE. AND WHETHER THESE STEPS WILL REQUIRE RAILINGS TO MEET THE BUILDING CODE- AMERICAS/`L/�`` LUER AVIS, PA. 17721 HOW THE SITE IS FINALLY GRADED - LOW AND FLAT vs. HIGH AND STEEP. - HOW THE GARAGE, PORCH, DECK, SUNROOM ETC. WILL CONNECT TO THE HOUSE AND 'ACH OTHER. I"SION O HOME BLUER 570 753-3700 _ (A DI�I SION OF EXCEL HOMES INC.) REVISIONS °BY,° SERIES 2003 APPROVAL!..IVIITcL: CUSTOMER: HARRITY/ROMAINE GENERAL NOTES SNOW LOAD: 40# P.S.F. SETS JL910/29/03 ORK MODEL y Vic. 2 TWO STORY RANCH --- -- - 1 8. 3 DRAWING FRONT ELEVATION 2 9. 3. - 10. - 4 WN GLENCO, INC.QNO SHEET N0. QTE 11500-11501 4. 11 5 12 BUILDER: CHK'D REFER THE HOME STORE, INC. Y NO. 6. - 13. - DATE 10-15-03 SERIAL 7. 14, TOTAL 4792 DRwc S0. FT. SCALE 3/16"=1'-0" NO 11500-4A ;4� '�. ,,` a� • 2x SILL PLATE I t/2°DIA.X18 ANCHOR BOL 1ATERGRAL PILASTERS OR EQUAL REOUIRED®10'-0" !!!777 - (ANCHOR STRAPS REQUIRED F RI) O.C.WHEN BACKFILL OR 4'-0'IN HEIGHT FOUNDATION WALL (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS TE FOOTING t I I I This plan,' T to be us d wild the fourtdatior) unles ed and pproti s final by a Horne Store Q FLOUR re prc vv;fa fiv' v d t Y Cus o t : r. CONCRETE S' '6 Bs, is to erasure thv,$house Dnentation, dimensions, ang Hy column locat?c ns are accurate.The G,is respons;blq 6'-0" 6'-0" 6'4' 4'-0" 7'-0" 7'-0" 6 for bulkheads,windows,fireP laces,garages,porcries,etc _ ------- ------ , - I SUPPORT COLUMN , I I OR PIER �•,��••. •R1•�C STORE i '___________' LOLLY COLUMN/ A i FoonNG G.F.I. RECEP arsTOweR _______ BY BLDR. DATE _ I , CEILING MOUNT ------- Acjoc SMOKE DETECTOR N INSTALLED BY OTHERS 3„ 9'-0" 3., 9' 0., 3" 36'-0,. APPROVED . PFS COOP f OCT 3 1 2003 A ,_ e'�,R A. HENRY AMERICA'S HOME BUILDER AVS, PA. 17721 Ll (A OINSION OF EXCEL HOMES INC.) (570) 753-3700 �'° " '"" REVISIONS CHK�D SERIES 2003 APPROVAL LIMITE" , CUSTOMER. HARRITY/ROMAINE GENERAL NOTES SNOWLOAD: 40# P.S.F. 1 SETS JLB 10/29/03 DIRK MODEL 2 TWO STORY RANCH 1 8. 3 DRAWING FOUNDATION 3. - 10. - 4 By''N. GLENCO, INC.D NOTE 11500-11501 4 11 SHEET NO, 5 12 BUILDER. THE HOME STORE, INC. CHK'D REFER Y N DALE 10-15-03 SERIAL NO 7 14. SO F 4792 DRWG Vd SO FT. SCALE 3/16"=1'-0° ND 11500 ` THIS 2x6 WALL IS REQUIRED TO HAVE A WP8105 (1) HOUR FIRE SEPARATION BETWEEN HOUSE &APT. (THE RATED WALL IS TO EXTEND UP TO THE UNDER SIDE OF THE ROOF DECKING) 68'-0/2" 32'-0" 36'-0" 2" CONDUIT 5-022" (ATTIC TO BSMT) 23'-5Y" 3' 9'-5" T-SYZ" 13'-0" 6'lye" ACCESS TO GRADE BY 5/8" GYP ON INTERIOR SIDE OF THIS WALL orHFRS 24210 zaztD 3048 3048 tO 3 0 9-LITE TE '" / T-8" 6,7.• m p•. 11'-5.. -- 6" 10-4 o i a - 9 2Y2 g-tp no 'COIL 20 DN L�OF WALL q ELEG i BEDROOM#2 o DROPS IN FLOOR _ BATH#1 116.84 SQ.FT. of ROOM W.I.C. A7}{62 9.35 LIGHT REO'D. LIVING ROOM z'-o° o a zx6 I1' m 4.67 VENT REQ'D. 212.96 SQ.FT. of ROOM w m o 3 cp 21.60 LIGHT PROVD. ° o C? 2.96 LIGHT REQ'D. <Q �9 11.90 VENT PROVD. a SUFFICENT LIGHT &VENT PROVIDED. 8.52 VENT REQ'D --- LIGHT PROV'D. KITCHEN/DINING RM a a :,WASHER - 11.54 VENT PROVO °� E° o W BOxpT SUFFICIENT LIGHT & VENT PROVIDED m VENT FREE (� O o RANGE HOOD '� m m 20'-3" 10'-10%8" z/e z/6 2/6 5/0 2/e--- 7'-OY2" PAN 3 ASHER =o O F O BL536 ,:,� &DRAIN o w x STATE LABEL I AMINAWD FLR BFAM ____ __ _ __ _ _� aU= _______________________ __/2"x 9 I/4"x 32'-0" W3615 0 W3015 WIZ ' a o - o 0 2 EACH HALF TRIPL 2x6 LyL IN CEILING TRIPLE 2x4 _ SND OLUMN 1 1/Z"x 10" STUD COLUMN 2/6 5/0 EACH MOD (2)EACH MOD EACH MOD o SOLID WOOD u x 18-8 Q U THERM - IREC YARErE� 2x3 4 " n 2/6 BATH tt BEDROOM#1 OIL FURNACE MASTER BEDROOM RAILING BY ZI - ;;BOTHERS 206.72 SO,FL of ROOM CLOSET J n� 182.19 SO.FT. of ROOM 0 16.54 LIGHT REO'D- N 2x3 �/ 4.58 LIGHT REO'D. ii LOFT = 8.27 VENT REQ'D- x 7.29 VENT REO'D. BEDROOM#3 t 133.31 SQ.FT of ROOM 34.87 LIGHT PROVD zx6 21.60 LIGHT PROV'D. 40.83 SQFT. of ROOM - 17.31 VENT PROVD. 3'_p' 10.66 LIGHT READ. 1L27 LIGHT REQ'D. 2'-9" 11 90 VENT PROV'D. 5.33 VENT REO'D. SUFFICIENT LIGHT &VENT PROVDED 5.63 VENT READ i Q i SUFFICIENT LIGHT & VENT PROVIDED. 11.69 LIGHT PROVD. ----- 5.82 VENT PROVD. 35.07 LIGHT PROVD. ° SUFFICIENT LIGHT &VENT PROVIDED. 17.46 VENT PRO =_--__ - -- - - SUFFICENT LIGHT&VENT PROVDED. N 1 '1I I I , 16'IOY2" S-0" '�� --- T q�" WASHER ' 11'-GY" 12-2Y2" 10'10" STATE LAHEL BOX 3048 3048 3048 3048 3048 3048 3048 3048 A PPRO / D 10" 5-6 p . /'�1` Y 1s1� 3'-6" 5'-10" 8'-8" 8'8" 5'-10" S-6" PFS CORP 0#111500 0#111501 NOV 1 1 2003 APPROVAL LIMITED TO /� //�����,,�,, FACTORY BUILT PORTION VIE L7 iER_ICA. HENRY 1 7 AMERICA'S HOME BUILDER AVIS, PA. 17721 (A DIMSION OF EXCEL HOMES INC.) (570) 753-3700 REVISIONS CBY'D SERIES 2003 CUSTOMER- HARRITY/ROMAINE GENERAL NOTES SNOW LOAD 40# P.S.F. 1 SETS JLBIO/29/03 DIRK MODEL 2 TWO STORY RANCH 3 DRAWING 2ND. FLR. FLOOR PLAN 2. 9. 3 _ 10. 4 BY GLENCO, INC. QUOTE 11500-11501 SHEET NO- 10. _ 11. = BUILDER: CHK'D REFER D 5 12 THE HOME STORE, INC. DATE 10-15-03 I 1 Y. SERIAL v 6. - 13. TOTAL N0. 7 14. S0. L 4792 SCALE 3/16"=1'-0" DNO� 115000-2B F. 68'-iJ/2.. _. . 32'-0" Y"AIR SPACE 36'-0" 3'-2"' 5-0" 10'6" T-a" � 10'-0" 3'2" OATH PLATE,STATE 3'-2'• 24210`&PFS LABEL LOC'N. 6/0 VINYL SLIDER 3058 3058 3-2X6SPF g2 3-2x6SPF#2 - HEADER HEADER 3/0 9-LITE 3/0 9-UTE WC2a}0 1.230 W2430 W3630 2N0 FLR DRAIN, WATER SUPPLY& DW HEAT SUPPLY&RETURN BL536 SB3 SPACE BLS36 8'-0" �Y**'� UP 16R(7.5 EA. UP 16 R. ELEC PA Box 3 ' n'-o° BREAKFAST PANEL FOR APT. ABOVE 4/ NOOK 36'HALF WALL 2 8 FIRE _ m W/CAP PAINTED i O WHITE L UNDERSIDE of STAIRS KITCHEN ARE TO OPEN m PANELING FAMILY ROOM (1) HOUR BOTTOM OF WALL ON REAR _ TO BE(3) 2x10 197.79 SQ.FT. of ROOM (ALL ABOVE MEMBERS ARE THIS 2x6 WALL IS - 15.82 LIGHT REO'D. TO BE COVERED W/ TWO REQUIRED TO HAVE A 7.91 VENT REQ'D. LAYERS OF 5/8" GYP.) (1) HOUR FIRE 37.35 LIGHT PROVO FIRE RATED WALL SEPARATION BETWEEN --- 18.39 VENT LIGHT&VENT PROVIDED. HOUSE &GARAGE D.2.. 9'-9. (5/8" GYP ON EA SIDE) s/D TRIPLE 2.6 THERMO- sTUO COLUMN (4)2x6 STUD 10'-2" PAN. 1ST FLR CLG GIRDER SUPPORT COLUMN o ,o TRIPLE 2x4 WIRE LAMINATED FLR BEAM __ - STUD COLUMN z'-8"R 0. rr; 1 112" X 9 1/4" LVL TRIPLE 2x6 LAMINATED FLR BEAM (1)LAYER OF 1 1/2"x 9 1 4 3Y-0" r -, TRIPLE 2x6 6 6 " EACH MOD. 2/6 '� 2 EACH MODULE STUD C LUMN o 1 1/2"x 9 1/4"x 32'-0" I 5/8"GYP.EA.SIDE /(2)EACH HALF STUD COLUMN ----""-"' z --------- TRIPLE 2x4 ( ) EACH W ' o° (2 EACH HALF ® I ABOVE � UNDER L STUD COLUMN = ABOVE EA MODULE -- ° -- -- EACH MOD 2ND FLR FLR GIRDER (a)2.6 sruD 3'2°R.0 1 1/2" x 11 1/4" LVL GARAGE SUPPORT COLUMN OY2" 3'-2" TRIPLE 2x6 (1)LA ER OF weTD36 (2) EACH MODULE STUD COLUMN COMPLETE GARAGE 5/8-GYP EA SIDE PLUMBING TO SUPPLIED & INSTALLED 2ND. FLOOR BATH 93 ON-SITE BY OTHERS (PIPE &CAVITY 3'-0" INSULATION REQUIRED) 3'_1° ATTACHED GARAGE FIRE SEPARATION: ALL PENATRATION THROUGH (2) LAYERS 5/8" GYPSUM IS TO BE INSTAL D ON HE ABOVE FLOOR&CEILING MUST BE FIRE STOPPED (ALL EXTERIOR WALLS) GARAGE SIDE OF THE WALLS, CEILING LIVING ROOM a &UNDER SIDE OF STAIRS. 0 2x6 SPF#2 & 16" O.C. DINING ROOM (THIS IS TO BE DONE ON-SITE BY OTHERS 170.61 SQ.FT. of ROOM W/ 7/16" OSB SHEATHING 6Y" HARDWOOD ON EXTERIOR SIDE & 5/8" PER ALL STATE &LOCAL CODE REQUIREMENTS) 142.62 SOFT. of ROOM Raluvc BY 13.65 LIGHT REOD. _ GYP. ON INTERIOR SIDE 11.41 LIGHT REO'D. OTHERS L L 6.82 VENT REQ'D. n EXTERIOR WALLS ARE TO BE 119 3/8' HIGH ________� 37.35 LIGHT PROV'D. ABOVE FOUNDATION WALLS 5.70 VENT REQ'D. 18.39 VENT PROUD. 24.90 LIGHT PROVE. SUFFICENT LIGHT& VENT PROVIDED. 12.26 VENT PROV'D.SUFFICIENT LIGHT& VENT PROVIDED. FOYER z/6 WONDER BOARD&TILE I TRIPLE 2x6 3-2X10 LVL TRIPLE 2x6 TRIPLE 2x6 3-2X10 LVL TRIPLE 2x6 TRIPLE 2x6 3-2X10 LVL TRIPLE 2x6 STUD COLUMN HEADER STUD COLUMN STUD COLUMN HEADER STUD COLUMN STUD COLUMN HEADER STUD COLUMN 13 2� i 9 X 7 O.H.D. 9 X 7 O.H.D. 9 X 7 O.H.D. 3058 3058 3058 3058 APPROVED 5'-9" 10'-3" t0'J" 5'-9" 3'-6" 5'-10" 8'-8" 8'-8" 5'-10" 3'-6" " '" PROVED -i PFS CORP 0#111501 NOV 1 X 2003 APPROVAL LIMITED TO FACTORY BUILT PORTION -HENRY ST Avis AMERICA- AVIS, PA 17721 AMERICA'S HOME BUILDER /570 753-37QO (A DIVISION OF EXCEL HOMES INC.) \ CHK'D SERIES 2003 _ REVISIONS BY: CUSTOMER- HARRITY/ROMAINE GENERAL NOTES SNOW LOAD: 40# P.S.F. 1 SETSJL810/29/03 DRK MODEL 2 TWO STORY/RANCH 1. SITE LOCATION: NORTHAMPTON, MA (SNOW LOAD 40#) 8. 3 DRAWING 1ST FLR FLOOR PLAN 2_ 2x10 SPF #2 FLOOR JOIST @ 16" O.C. 9, SHEET NO. 3_ - ROOF SYSTEM TO BE 24" O.C. EXCEPT AS NOTE 10. 4 gY GLENCO, INC- NOTE 11500 11501 4. 2x6 EXT. WALLS @24" O.C. / 2x4 MARR. WALLS 1ST. FLOOR / 2x3 MARR. WALL 2ND FLOOR 11. BUILDER: CHK'D REFER 5. 8'-0" CEILING HT. 1ST FLOOR /8 0" CEILING HL 2ND FLOOR 12. THE HOME STORE, INC. - DAT�E 10-15-0.3 SERIAL I 6. MASS BUILDING REQUIRMENTS. 13. TOTAL NO. 7 WINDOWS 7D SINGLEHUNG 14, SO. FT. 4792 SCALE 3/16"=1, O" DRWG 115000-2A --- - - ---- - --- ----- - - -- - -- -- - 0'--- -- - _ _ �"Hy� Air MODEL TYPE 2_S•rc7N2��DL,�.�7L / PROPOSED LOCATION: STATE WIDE / DESCAI BASIS W100R) $NOW LOAD=(WORST COND.) 40.00 PSF(AVIS ZONE 4) - SNOW LOAD=(MINIMUM CONO.) 25.00 PSF(AVIS ZONE 1) DEAD LOAD= 1 PSF / • cELt4G JOISTS sraaacE-LIVE Loao= 20 PSF DEAD LOAD= 10 PSF OR ACTUAL WEIGHT FLOORS NON-SLEEPING AREAS-LIVE LOAD= 40 PSF SLEEPING AREAS-LIVE LOAD=30 PSF DEAD LOAD=10 PST OR ACTUAL WEIGHT STAIRS 40 PSF+1 CONCENTRATED LOAD OVER CORRIDORS(N.A.PER THIS PLAN) 80 PSF OVER 4 SO.IN.AREA BALCONIES(N.A.PER THIS PLAN) 60 PSF ww LOAa(WAR WINDWARD SIDE= 21 PSF UPL.FT ROOF= 20(1.25) 25 PSF OVERHANGS= 25(2) 50 PSF O N/A F FIE RESISTANT CHARACTEFeancs FEE( LADN(3 ONE HOUR-WALLS,k FLOORS/CEILINGS NOTE: SPECIAL PROVISIONS- 2 SINGLE FAMILY UNITS MAY MAY BE JOINED/ABUTTED TOGETHER TO FORM A DUPLEX. THE INDIVIDUAL LIVING UNITS WILL BE SEPARATED BY A U.L RATED o0 8 ou -- ASSEMBLY NTH ASTANDARD EQUAL TO OR GREATER THAN 45. -- (SEE FIRE RESISTANT DETAILS IN DRAWINGS.) O�O a Oulu FLAME SPREAD CLASSR(ATIalk LESS THAN 200 FEE ALARM SYSTEM PHOTO ELECTRIC SMOKE DETECTOR WITH AC/DC F3E SLIPPFESSION SYSTT3ef NOT REQUIRED \ BUIDNG WREN FIE lafTS NO FE3>1 W DJ DM SETBACIG 6'-0"FROM LOT LINE FOR 0 HOUR EXTERIOR WALL PROTECTION BY BUILDER 1� AVIS AMERICA QUILDLVGLIfTATIONS ' SYSTEMS APPROVAL NO. ITT: FROM 22'-0'MINIMUM TO 40'-0' MAXIMUM(DUE TO VARIABLE ROOF PITCH) MC 027 EXPIRES 4-30-2004 FLOOR AFEN FROM 980 MINIMUM TO 2048 MAXIMUM SQUARE FEET PER LEVEL MFC9 AND MAIJVG ADDRESS #OFLL1438 z PFS CORPORATION AMAM133rA VQLW OF$PAC✓= FROM 8,970 MINIMUM TO 109,000 MAXIMUM CUBIC FEET(COMPLIES HENRY ST. )VFS RICA APPROVED AVIS,PAL 17721 NTH TABLE 503 BE MASS.STATE BUILDING CODE) PF$COFiP ���� OCCUPANCY ONE AND TWO FAMILY DWELLINGS PI n -Iifie ,to compty with all 13LOOYMLWA PA. 17815 OCCLPANCYLOAD AREA DIVIDED BY Zoo= 2 PERSON TO 9 PERSON MAXIMUM PER STORY RICAS HomEBumDER TEL Qf7)784-M A Division of Excel Homes Inc. CMT.#02SMTM 4-9D-2ao4 SEE MASS CHECK OCT 3 1 20 A�tT�EF'Tt Date .Scum R TOa WENNER STAFF NAamp "mo"° (FOR UNITS WITH SLIDING GLASS nnSignl Signature FACT r Title PORTION—, �,� TYPE OF HEAT• RESISTANCE.RADIATING QU CONVECTION SEE DWC 114 FOR INFO.)SIDELIGHTS QPROVAL LIN41TED F h OR�/L'UI T „- (H.V.A.C.BY BULOER/CUSTOMER) V - TYPEOF RJEL j2 ELECTRIC OR FOSSIL a.��`�� a►_- WATER HEATER ELECTRIC OR FOSSIL SUPPLIED BY AVIS AND INSTALLED BY BUILDER/CUSTOMER TYPE OF CHMdEY ON SITE BY BUILDER IN ACCORDANCE NTH MASS.CODE 3408 .Z 19W• SCE MEN INSTALLED BY AVIS WILL BE IN ACCORDANCE NTH MASS.CODES 3408 r MANUFACTURERS INSTRUCTIONS AND LISTINGS. WHEN INSTALLED BY BUILDER/ �� � , CUSTOMER MUST COMPLY WITH ALL LOCAL AND MASS.CODES. - "TYPE P F C. .H ON SITE WORK N ICE RESPONSIBILITY ITO AL OF THE BUILDER O®� ®C 1 /0 AND IS TO BE IN ACCORDANCE TO ALL STATE AND LOCAL CODES. L- i� TOTAL NUMBER aF 24 MASSACHUSETTS = �, N Y. MA Fuel/Gas/Plumbing Code �I"°Rl1 THE THIRD PARTY LABEL AND ONE STATE LABEL SHAD.BE LOCATED IN THE KITCHEN SINK BASE CABINET. MA State Building Code, 6th Edition 13E ONE STATE LABEL SHALL BE LOCATED IN GUEST CLOSET ON THE WALL.AT EYE LEVEL.2ND LEVEL MODULES: 2002 Notional Electrical Codew/MA Amendments : ±w ' � CUR AR i IN EACH MODULE.A STATE LABEL WILL EE LOCATED IN A BEDROOM CLOSET AT EYE LEVEL Oct 29, 2003 - 1:13pm 1993 BOCA National Mechanical Code w/Amendment D8mt o �`' THE DATA PLATE IS LOCATED IN THE ELECTRICAL PANEL BOX. \\ p 21\DWG Files STANDARDS\System Drawings\Cover Sheets\mass3st ry _ DRAWING INDEX ya sRIGA�s AMERICA R B OAR Avis AMERICA AVIS MODULAR SYSTEMS N0. DESCRIPTION DATE REV. N0. DESCRIPTION DATE REV. N0. DESCRIPOON GATE U. DESCRIPTION DATE REV. Na DESCRIPTION I DATE REV. SYSTEMS APPROVAL NO. 1 COVER SHEET 4h4/97 7/21/97 6 SCHEDULES 5/27/93 1/23/97 10 FIRE RESTSSTANT CONSTRUTION 5/x7/93 1/23/97 I6 CAL ELECTRICAL S/17/93 1/23/97 THREE-STORY / MC 027 EXPIRES 4-30 2004 2A FLOOR PLAN 5127/93 1/13/97 7A TYPICAL KITCHE ELEVATION 5/77/93 1/2]/97 11 FIRE SEPARATION ASSEMBLIES 5/27/93 N/A 17B TYPIC ELECTRIC HEAT 5/27/93 1/23/97 2E FLOOR PLAN 1/23/97 N/A 78 TYPICAL KITCHE EL.EVA11DNS 5/27/93 1/23/97 12 TRI-MODULE FOLDING ROOF SYSTEM 5/27/93 1/23/97 18 TYPIC HYDRONIC HEAT 5/27/93 1/23/97 ! MFG AND MAILING ADDRESS COVER SHEET 3 FOUNDATION 5/27/93 1/23/97 7C TYPICAL KITCHEN EtQATIONS 5/27/93 1/23/97 13 ROOF SYSTEMS 5/27/93 1/?24Sj. 19A TYPICAL PLUMBING 5/27/93 1/23/97 AVIS AMERICA 40 TYPICAL ELEVATIONS 4/Q/97 N/A 8 TYPICAL BATH ELEVATIONS —5/ 7 LIP ROOF SYS 3 1/23/97 I9C TYPICAL PLUMBING 2-STY SCHEMATIC 5/27/93 1/23/97 HENRY ST DRAWN BY DATE SCALE 11 REV. SHEET NO 5 ELEVATION OPTIONS I 5/n/93 11/23/97 1 9 1 TYPICAL STAIR DETAILS 5/27/93 1123197 15 TYPICAL SECTIONS k DETAILS 5/27/93 03/91 20 TYPICAL FRAMING DETAILS 5/27/91 1/23/97 AYR PA.T7721 B.A.H. 1/18/99 NIA I N/A Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) F- APPRO 7VED FS CORP NOV 1 1 2003 APPROVAL WIT F0 TO FACTONY 600 00- AMON Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide_a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. APPROVED PFS CORD NOV 1 I N 3 APPROVAL MIMED TO FACTORY BUILT PORTION REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.5 Release la DATE: 11/10/03 TITLE:THE HOME STORE Bldg. I Dept. Use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame,24" o .c.,R-19.0 cavity insulation Comments: ( Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No I Comments: Doors: [ ] 1. Door 2: Solid,U-factor: 0.220 Comments: Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation I Comments: I Air Leakage: [ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: i APPROVED � [ ] Ducts in unconditioned spaces must be insulated to R-5. PFS CORP Ducts outside the building must be insulated to R-6.5. I NOV �. 1100,3 Duct Construction: t [ ] I All joints, seams,and connections must be securely fastened with welds, gaskets, mast's „� f (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. -� s �1 T E CD Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSoftware Version 3.5 Release la Data filename: C:\NEWMECCHECK\MECcheck\11501.rck TITLE: THE HOME STORE CITY:Northampton STATE: Massachusetts HDD: 6404 r CONSTRUCTION TYPE: Single Family DATE: 11/10/03 DATE OF PLANS: 09-29-03 PROJECT INFORMATION: HS-HARRITY ROMAINE APT.ABOVE COMPANY INFORMATION: GLENCO NOTES: FOR PART ABOVE GARAGE R49 IN FLR COMPLIANCE:Passes Maximum UA= 171 Your Home UA= 154 9.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 832 30.0 0.0 29 Wall 1: Wood Frame,24" o .c. 896 19.0 0.0 46 Window l:Vinyl Frame:Double Pane with Low-E 95 0.370 35 Door 2: Solid 22 0.220 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 832 19.0 0.0 39 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheckVersion 3.5 Release la (formerly MECchecl and to comply with the ted in the RESchecklnspection Checklist. APPROVED Builder/Designer Date Pn CORP � L NO V 1 2l)(� i'e3UILT pop Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 71 --TAPPROVE-D --] PM71 CORP APPROVAL LIMIT D? T FACTORY BUILT P041TION, [ ] I All joints, seams, and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. APPROVED PFS CORP NOV 1 1 ?001,9 APP AL UMITED TO FACTORY BUILT PO TION REScheck Inspection Checklist 2000 IECC RES check Software Version 3.5 Release la DATE: 11/10/03 TITLE: THE HOME STORE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame,24"o .c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.370 Comments: [ ] 2. Door 2: Solid,U-factor: 0.220 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ J Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building p ans or spec VE :E � Duct Insulation: PFS CORP [ ] Ducts in unconditioned spaces must be insulated to R-5. _ [)[] Ducts outside the building must be insulated to R-6.5. NOV 1 APPM VAL LI IT 0 TO � Duct Construction: � � Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSoftware Version 3.5 Release la Data filename: C:\NEWMECCHECK\MECcheck\11500.rck TITLE: THE HOME STORE CITY:Northampton STATE:Massachusetts HDD: 6404 CONSTRUCTION TYPE: Single Family DATE: 11/10/03 DATE OF PLANS: 09-29-03 PROJECT INFORMATION: HS-HARRITY ROMAINE COMPANY INFORMATION: GLENCO fi NOTES: U " FOR MAIN HOUSE ' COMPLIANCE: Passes Maximum UA=362 Your Home UA=335 .5%Better Than C (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 990 30.0 0.0 35 Wall l:Wood Frame,24" o .c. 2392 19.0 0.0 119 Window 1:Vinyl Frame:Double Pane with Low-E 308 0.370 114 Door 1: Glass 40 0.370 15 Door 2: Solid 22 0.220 5 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 990 19.0 0.0 47 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheckVersion 3.5 Release la (formerly MECchecl and to comply with the a nry, �>>rPmPntc li-ted In the REScheckInspection Checklist. APPROVED Builder/Designer Date Pn CORP NOV 1 1 2003 APPROVAL LIMIM TO FACTORY BUILT f RTI.} Multi-Loaded Beam[2000 International Building Code(97 NDS)j Ver: 5.05 By: Brett A. Hinkal , AvisAmerica on: 11-10-2003 Project: HARITY-R-Location: GARAGE DOOR HEADER 2-1.5X 9.25 Summary: (2) 1.5 IN x 9.25 IN x 9.0 FT %2.OE StrucLam-Willamette Industries Section Adequate By: 9.3% Controlling Factor: Section Modulus/Depth Required 8.96 In LOADING DIAGRAM A B Center Span =9 ft Reactions Live Load Dead Load Total Load Uplift Load A 3294 Lb 1133 Lb 4427 Lb 0 Lb B 3294 Lb 1133 Lb 4427 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 732 Plf 243 Plf 9 Plf 984 Plf APPROVED PFS CORD NOV 1 1 Z003 APPROVAL LIMITED TO FACTORY BURET PORTION Multi-Loaded Beam[2000 International Buildinq Code(97 NDS)1 Ver: 5.05 By: Brett A. Hinkal ,AvisAmerica on: 11-10-2003 : 09:54:40 AM Project: HARITY-R- Location: GARAGE DOOR HEADER 2-1.5X 9.25 Summary: (2 ) 1.5 IN x 9.25 IN x 9.0 FT /2.0E StrucLam-Willamette Industries Section Adequate By: 9.3% Controlling Factor:Section Modulus/Depth Required 8.96 In • Section may not be readily available. • Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.09 IN Live Load: LLD-Center= 0.27 IN = L/396 Total Load: TLD-Center= 0.37 IN = U294 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 3294 LB Dead Load: DL-Rxn-A= 1133 LB Total Load: TL-Rxn-A= 4427 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-A= 2.11 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 3294 LB Dead Load: DL-Rxn-B= 1133 LB Total Load: TL-Rxn-B= 4427 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 2.11 IN Beam Data: Center Span Lenqth: L2= 9.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 732 PLF Dead Load: wD-2= 243 PLF Beam Self Weight: BSW= 9 PLF Total Load: wT-2= 984 PLF Properties For:2.0E StrucLam-Willamette Industries Bendinq Stress: Fb= 2950 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 700 PSI Adjusted Properties Fb' (Tension): Fb'= 3054 PSI Adjustment Factors: Cd=1.00 Cf=1.04 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 9960 FT-LB 4.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 3718 LB At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 39.13 IN3 S= 42.78 IN3 Area (Shear): Areq= 19.57 IN2 A= 27.75 IN2 Moment of Inertia (Deflection): Ireq= 180.07 IN4 l= 197.86 IN4 APPROVED PFS CORP n NOV 1 1 1003 APPPOVAL LIMITED TO FACTORY BUILT PORTION Multi-Span Floor Beam[2000 International Building Code(97 NDS)]Ver: 5.05 By: Brett A. Hinkal ,AvisAmerica on: 11-10-2003 Project: HARITY-R-Location:APT FLOOR GIRDER Summary: (4) 1.5 IN x 9.25 IN x 30.09 FT(10.2+9.8 + 10.2)/2.0E StrucLam-Willamette Industries Section Adequate By: 37.1% Controlling Factor:Area/Depth Required 7.69 In LOADING DIAGRAM _ T — A B C D Left Span = 10.17 ft Center Span = 9.75 ft Right Span = 10.17 ft Reactions Live Load Dead Load Total Load Uplift Load A 2373 Lb 3695 Lb 606_8L b 0 Lb B 6243 Lb 9851 Lb 16094 Lb 0 Lb C 6243 Lb 9851 Lb 16094 Lb 0 Lb D 2373 Lb 3695 Lb 6068 Lb 0 Lb Left Span Uniform Loading Live Load Dead Load Self Weight Total Load W 520 Plf 883 Plf 17 Plf 1420 Plf Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 520 Plf 883 Plf 17 Plf 1420 Plf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 520 Plf 883 Plf 17 Plf 1420 Plf APPROVED PFS CORP NOV 1 1 2003 APPROVAL Lil ITE-0 1-0 FACTORY BUILD`PORTION t � Paqe:2 Multi-Span Floor Beam[2000 International Buildinq Code (97 NDS)1 Ver: 5.05 Bv: Brett A. Hinkal ,AvisAmerica on: 11-10-2003 :09:54:51 AM Project: HARITY-R-Location:APT FLOOR GIRDER Floor Dead Load: FDL-3= 15.0 PSF Floor Tributary Width Side One: Trib-1-3= 6.5 FT Floor Tributary Width Side Two: Trib-2-3= 6.5 FT Beam Self Weight: BSW= 17 PLF Wall Load: Wall-3= 688 PLF Total Live Load: wL-3= 520 PLF Total Dead Load: wD-3= 883 PLF Total Load: wT-3= 1420 PLF Properties For:2.0E StrucLam-Willamette Industries Bendinq Stress: Fb= 2950 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 700 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 3054 PSI Adjustment Factors: Cd=1.00 Cf=1.04 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= -15062 FT-LB Over riqht support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controllinq Shear: V= 7692 LB At a distance d from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2,3 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 59.18 IN3 S= 85.56 IN3 Area(Shear): Areq= 40.49 IN2 A= 55.50 IN2 Moment of Inertia (Deflection): Ireq= 208.76 IN4 1= 395.73 IN4 APPROVED PFS COO NOV 1 1 2003 APPROVAL LIMITED TO FACTORY BUILT PORTION Multi-Span Floor Beam[2000 International Buildinq Code(97 NDS)1 Ver: 5.05 By: Brett A. Hinkal ,AvisAmerica on: 11-10-2003 :09:54:50 AM Proiect: HARITY-R-Location:APT FLOOR GIRDER Summary: (4 ) 1.5 IN x 9.25 IN x 30.09 FT (10.2+9,8 + 10.2)/2.0E StrucLam-Willamette Industries Section Adequate By:37.1% Controlling Factor:Area/Depth Required 7.69 In *Section may not be readily available. " Laminations are to bed r_,nnne pr uniform transfer of loads to all members Left Span Deflection_......------ (� Dead Load:. : ` J C� U DLD-Left= 0.15 IN Live Load: - LLD Left= 0.12 IN = L/1022 Total Load ! ( TLD Left= 0.27 IN= U455 Center Span Deflection'' Dead Load: ��" �� � DLD-Center= -0.01 IN Live Load: } LLD-Center= -0.07 IN = U1634 Total Load: TLD-Center= -0.07 IN = U1592 Right Span Deflections: Dead Load: DLD-Right= 0.15 IN Live Load: LLD-Riqht= 0.12 IN = L/1022 Total Load: TLD-Right= 0.27 IN = L/455 Left End Reactions (Support A): Live Load: LL-Rxn-A= 2373 LB Dead Load: DL-Rxn-A= 3695 LB Total Load: TL-Rxn-A= 6068 LB Bearinq Lenqth Required (Beam only,Support capacity not checked): BL-A= 1.44 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 6243 LB Dead Load: DL-Rxn-B= 9851 LB Total Load: TL-Rxn-B= 16094 LB Bearinq Lenqth Required (Beam only,Support capacity not checked): BL-B= 3.83 IN Center Span Riqht End Reactions (Support C): Live Load: LL-Rxn-C= 6243 LB Dead Load: DL-Rxn-C= 9851 LB Total Load: TL-Rxn-C= 16094 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-C= 3.83 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 2373 LB Dead Load: DL-Rxn-D= 3695 LB Total Load: TL-Rxn-D= 6068 LB Bearinq Lenqth Required (Beam only,Support capacity not checked): BL-D= 1.44 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenqth: L1= 10.17 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 0.0 FT Center Span Lenqth: L2= 9.75 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 0.0 FT Riqht Span Lenqth: L3= 10.17 FT Riqht Span Unbraced Lenqth-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 40.0 PSF Floor Dead Load: FDL-1= 15.0 PSF Floor Tributary Width Side One: Trib-1-1= 6.5 FT Floor Tributary Width Side Two: Trib-2-1= 6.5 FT Beam Self Weight: BSW= 17 PLF Wall Load: �,.�.� Wall-1= 688 PLF Total Live Load: �L-1= 520 PLF Total Dead Load: 1�1 � 11 D D-1= 883 PLF Total Load: P CORP T-1= 1420 PLF Center Span Loading: Uniform Load: Floor Live Load: NOV 1 1 7003 LL-2= 40.0 PSF Floor Dead Load: DL-2= 15.0 PSF Floor Tributary Width Side One: Tri�-1-2= 6.5 FT Floor Tributary Width Side Two: - APPROVAL LIMITED T Trib-2-2= 6.5 FT Beam Self Weight: FACTORY BUILT PORTI�14'i SW= 17 PLF Wall Load: all-2= 688 PLF Total Live Load: wL-2= 520 PLF Total Dead Load: wD-2= 883 PLF Total Load: wT-2= 1420 PLF Riqht Span Loading: Uniform Load: Floor Live Load: FLL-3= 40.0 PSF O� � 1 s � �- Crit� �f _�aLtl�alli�fcl�l Mras RCh nr Cllr DEPARTMENT OF BU]LDTI�G INSPFCTtO,.S 212 hfain SLrCcL ' hfunlcl al Building `g'� I ' i::S�CCr02 p - 1 Nor Lim mpLori, hfriss. 010G0 Square Footage, _ Amount 3asemer.t @ $.35 1st Floor @ $- - 2nd Floor E $-30 1/2 Floors, Attic. Garage $_1r; Deck, Porches TOTAL AUGUST ' ' VK>UDNKSDAY ?| N S Nl T WT F 8 - 3 mo-. wsm 4 5 6 1 2 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 26 27 28 29 30 31 S M T WT 1, I � 18 19 20 21 22 2 25 26 27 28 29 3 �00 SI \I \1 MHNID ) \\ I",U1LI1;SI) \l Tl It I�SIM) h'RIDAY SATURDAY JUNK, AUGUST � (� 5 N1 T w 'I' F s s N1 T W T F s 2 1 2 3 4 1 2 ;3 4 5 (i 5 6 7 8 0 10 11 7 8 J 10 11 12 13 12 13 14 15 18 17 18 H 15 1(i 17 18 11f 20 113 20 21 22 23 24 25 21 22 23 24 25 2627 26 27 28 29 30 28 20 30 31 3 4 5 6 7 8 9 y INDEPENDENCE DAY 1 0 11 12 13 14 15 16 1 C/ 17 18 19 20 21 22 23 l 24 / 25 26 28 _29 -ao-- - / \ o o f C JUNE 2005 work � SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY May 2005 July 2005 1 2� 3; 1 4 S M T W T F S S M T W T F S 1 2 3 4 5 6 7 1 2 � 8 9 10 11 12 13 14 3 4 5 6 7 8 9 15 16 17 18 19 20 21 10 11 12 13 14 15 16 22 23 24 25 26 27 28 17 18 19 20 21 22 23 j 29 30 31 24 25 26 27 28 29 30 5 6 7 8 91 10 Pay Perled 11 l I_ 1 to / 4)1 - - . Ends WON Pa ecks mail ng 0 � f Pay Period 12 13 14� - �' 5 16 17 18 i Begins p 4W Father's Day 19 20 First 21 22 23 ( 24 Pay Period 25 Sunlnlcr - Ends 1C z/_(ry a q _ rn P ec s mailed 3( ing 5 Pay Penird 26 27 28 29 30� to S E If there continues to be a problem or if you wish to discuss this further, please give me a call at the office 586-5430. I also offer you my cell phone number (413) 210-3284 in case there is a problem over the weekend. I'd like to invite you to an open house at the site on June 23rd from 4-6pm. Come see the house and meet your new neighbors! We will also be celebrating the dedication of the homes on Sunday, July 31St at 2pm. Hope you can join us! In Faith, L � MJ Adams Executive Director Cc: City Councilor M.LaBarge T. Patillo, Building Dept W.Feiden, Planning Director M.Broad, PVH Construction Manager ��-,/ Pioneer Valley Habitat for Humati; *ty ` 140 Pine Street, Office B7, PO Box 60642, Florence, MA 01062 Phone: 413-586-5430 lik I Email: info @pioneervalleyhabitat.org Website: www.pioneervalleyhabitat.org June 2, 2005 JUN 1 3 2005 li Dear Neighbor, Thank you for your patience as Pioneer Valley Habitat works its way through the construction of the three duplex habitat homes on Westhampton Road. We hope to see the first two families move into their homes this summer and we are hoping that we will be completely done with the other homes by this time next year. I have heard that some neighbors have been disturbed by the noise and activity on the site and the exuberance of some of our volunteers. I want to share with you what steps we have taken to minimize any disturbance to the quiet enjoyment of your home that we might cause. First, I have asked the Sunday work groups to refrain from using power tools. As we typically schedule youth groups on Sundays who are prohibited from using the cutting power tools, this has been a manageable restriction on our work. At our next site supervisor training I will speak with the supervisors specifically about encouraging groups to be respectful of the neighbors when it comes to noise. I hope this addresses the issue and that we do not disturb you as we all move into outdoor living as the summer final joins us. However, if there is a problem, please do not hesitate to talk with the Habitat Site Supervisor working at the site. Recently the work of our regular Wednesday and weekend work parties has been supplemented with the start up of the Smith Vocational High School students construction program which has been running Monday thru Friday. Since April, hardly a day has gone by without work at the site. The construction on the second and third duplex have involved the digging of foundations and the framing up of the shell of the house—this is clearly the most intensive period of noise in the construction period. I will share with you that the Smith Vocational students are wrapping up their work soon and will not be back to the site until the fall. Mid-,",,cx noise and activity will decrease, however, during the summer our regular work parties are scheduled on Wednesdays and the weekends, with occasional additional mid-week work days Second, if you'd like to check if there is work scheduled, please feel free to check in with our website (www.aioneervallevhabitat org). I am including what I know of our schedule for the summer. If our workdays coincide with a picnic or party at your home, please give me a call in advance and we will give our groups and site supervisors a specific heads up. Habitat 1a fhurna 4ty (] /rrteMatfonai "Building houses in partnership with God's people in need" 7.50' 7.50' J EXISTING TREES 49. 2° TO REMAIN EXISTING TREES PLANTED TO REMAIN TREES _ 25-V •oI / - ' -�`sNOw 37 F3 L G #1 , STORAGE UNIT B UNIT A S7 5'E 1200 SF 900 SF Bz , 3 BIZ 2 BR yes' I �- �A Al E TYPICAL, 15 TQTAL 6'LAMP POS , GU ST TYP OF 4 B1 � \ TRANS- ED PLANT C1 D2 TREES EXISTING TREES ' ' GUEST \� TO REMAIN , TYP Ott-3 E2 �� 1 � EXTENT OF CUT LAWN \ _ID FENCE F2 RKING TO SETBACK B G #2 TRANS- UNIT D UNIT C SNOW TREES 1200 SF 900 SF n STORAGE 3 BR 2 B \ EXI TING TREES ' T REMAIN N67.5°E I RIVEWAY ' TYPICAL D1 _ \ F1 TRANS- ' PTRNTED E1 ' GUEST /� I J Section 6.12 Vehicular Egress/Access to a Lot and Common Driveways. Vehicular egress/access to a lot must be across the front lot line, except that the Planning Board may issue a Special Permit permitting vehicular egress/access to a lot over any side lot line or rear lot line. In addition to and in conjunction with this, the Planning Board may issue a Special Permit permitting a common driveway(a single curb-cut and driveway providing vehicular egress/access to more than one lot) provided: 1. said common driveway shall not service more than three(3) lots, 2. said common driveway shall provide the only vehicular egress/access to the lots being serviced by it, and shall be so stated in the deeds to the subject lots, 3. the grade, length and location of the common driveway shall be of suitable construction, in the opinion of the Planning Board, for the access and turn-around of the number and types of vehicles, including moving vans, ambulances, fire and police, which will be utilizing such driveway. Common driveways: A. shall have a width of a least fifteen (15) feet, and B. shall have passing turnouts providing a total width of at least 20 feet along a distance of at least 25 feet, spaced with no more than 300 feet between turnouts, and with the first such passing turnout being located within ten feet of the driveway connection to the street, and C. must meet the prior approval of the.DPW and the Fire Department, and D. shall conform to all other driveway requirements of the Zoning Ordinance. Where applicable, easemepts and easement plans must be submitted with the Special Permit Application. (Amended 3/21/85, 7/19/90 and 10/6/94) Section 6.1r 3 Flag Lots. The Planning Board may issue a Special Permit allowing for the reduction of the frontage requirements for lots in the RR and SR Districts, when such lot is to be used solely for single-family residential purposes, provided said lot has: 1. met the requirements of the Table of Dimensional and Density Regulations, §6.2; and 2. an access roadway with no curve having a radius of less than eighty (80) feet or, if access is from another lot, there must be area on the flag lot for an access roadway with no curve having a radius of less than eighty (80) feet; and June 29 , 1999 6-17 ! >� CITY OF NORTHAMPTON, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS 125 Locust Street Northampton, MA 01060 413-587-1570 Samuel B. Brindis, P.E. Fax 413-587-1576 Director, City Engineer Guilford B. Mooring, P.E. Assistant Director o/Public Works BOARD OF PUBLIC WORKS DRIVEWAY PERMIT GENERAL INSTRUCTIONS AND REGULATIONS 1. A "Driveway Permit" is required in all cases where a new curb cut or an alteration to an existing curb cut is proposed on a City public way. 2. Driveway permits issued by the Board of Public Works (BPW) shall be attached to and become part of the "Building Permit" issued by the Building Inspector. 3. Prior to the issuance of a "Building Permit" the owner of any lot to be serviced by a new driveway shall apply to the BPW for a 'Driveway Permit" by completing the pertinent portions of the permit (see attached). Once the location of the driveway is approved by the BPW, a building permit may be issued. 4. The Building Inspector shall not issue an "Occupancy Permit" unless the driveway to the lot has been approved by the BPW. 5. By the issuance of a driveway permit for the stated location, neither the City of Northampton nor the Department of Public Works imply that no drainage problems will result with the driveway when constructed. Properties situated or driveways installed in low lying areas in the path of the natural drainage will be subject to water problems. These problems may include water sheeting across roadways adjacent to the driveway. The City and the DPW assume no responsibility for any such drainage problems. The owner of the property is responsible for constructing and maintaining the driveway with adequate provision for natural water runoff situations. `:; muel B Brindis, P.E. Director of Public Works C:\IvlyFileslLpDriveway Permit General Instructions r Permit No. D45-03 Conditions: Driveway Permit In lieu of plan approved by City Engineer I agree to the following added conditions: 1. I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By: Pe 'tioner Bill Noel, Projec Leader Habitat for Humanity 413-584-0457 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. cc: Building Inspector Permit No. D45-03 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: July 1, 2003 FEE: $25.00 CHECK#: Waived THE BOARD OF PUBLIC WORKS The undersigned respectfully petitions your honorable body for: Permission to install a drivewav at 840 Westhampton Road (common driveway) Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be paved as soon as ossible if the grade of the proposed driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City of Northampton in the event of a washout of this-driveway. By: Bill Noel, Projec Leader Habitat for Humanity Telephone #: 413-584-0457 Proposed Location l Inspected By: 7 Gravel Base Grade Inspected By: Final Approval THE BOARD OF PUBLIC WORKS voted that petition be granted. George Andrikidis Director of Public Works (SUBJECT TO ATTACHED CONDITION 1 & 2) cc: Building Inspector 20 ec�l a 0 xi a Arh n6r 11 a" .— DEPARTMEIrT OP BUILDDI\1G INSPECT101"S — 212 Main Street ' Municipal Building Northampton, Mass. 01060 W` O MC R'S C O)/[P) N S A'TO N CN S UR"CE A I•'FM A�TF yy��� (l,ccukc�pertn� ) �.J vlth a plincipal place of business/residence at. 0"t ^� ( city/stalcrap) do hereby cc.Fdfj:, un�the pains and penalties of penury•, ihal W i76bt ko s Mes;(�tA �� �� V6I�e-e ( ) I am an employer, provldil-lg tilt following \vol-kcr's com�on cove-ge for Inv W cj etu >lovees worming on tt>is job. � `-� (tnsurnw Cofzl=-) (Pclic;?vim r) C' :pirtio Dzte ( ) I am a sole proprietor, general contractor or homeowner (circ'c one) and hive hired the co=actors liste—d below wbo have the following worker's e00pe2s-pnon policies: (NQrnc 0. CO Ci0") Onsumncc, Coinoa iyiPoiic, (Name of Conuacior) (1nsuianc;, ComnantivPo!icz, (—Evpu t)on Date) (Name of Coarmmor) (insuranc CompareyfPolic)" Numbu) (Expirauoo Date) (Name of Contractof) (IAntranc-- CompanyRoticy Numbj) (L-xpu-aoon Datc) (nnA,Cb a&'itoci1 c'_ucr it nccti.isn•to a)GUdr informi:ioo pertainins to aL ( ) I am a sole proprietor and have no one worLdng for me. ( ) I am.a home owner performing all the work myself. NOTE:plc-s:be ea yn tilt W tnjo bcc� mcn ubo eaaploy p-=o w do rc,nu not more 111-Q=oo L--,j in wi ch the lwrnoowna'r=do o<oa tha(pouncr4 zppu�ihcCO r_c ooc I,=--ify o,-=d=-,d to be e¢tploye.-s unc'.a,hc t.txSnri o=np� iea Arx(GLI52ss 1(5)�npplimucm by a bomco-=fer c�o=x cc pc, a r=y e id—the Icp1 ctaau of en-=Ploy"under dh Cocapom.lion Acc 3 un&=Laod d 1 a oopy of thij mtcmcai may bo fora-carded w tbo pcgartmooi of L-i,u icl OT—of U—for the coverR- c Vain eriioa n_' 01--t L-iltTC to saute bovcre.se uoScr soetioo 2 S A of MaL t S7 cw la.d to the v- asGion of aiminil prn-'+1tin coa-iL g of a riff of tp to S 1}00-00 u1d/or¢��of up to ooc year rind a,.til pcaatio w L5c form of a Slap W of-k O icr end a fim of 5100,00 1 day Ipiaa me rot&p, 1y�1 case on)y Permit NLimbcr D 1,��:;_ Lot Si�ztun:o Licaa5cc/Pcrmiucc e _ -J Sincerely, S hen F rrari Building Committee Chairman �rJYM ` u Pioneer Valley Habitat for Humanity J&- 218 State Street• Northampton, MA 01060•Phone: 413-586-5430• Email: PVHabitat®aol.com Invoice Address: PO Box 60642, Florence, MA 01062•Website:www.community.masslive.com/cc/pvh July 28, 2003 City of Northampton Building Department 212 Main Street,RM 100,MA 01002 Northampton,MA RE: 840 Westhampton Road Building Permit Application To Whom It May Concern: Please find attached the following information that is being submitted as part of our permit application for this new residence: 1. Two sets of building plans(6 pages),titled `Pioneer Valley Habitat for Humanity,New Residence, 840 Westhampton Road' dated July 25,2003 2. Completed Building Permit Application Form 3. Completed Zoning Permit Application Form 4. Window and Door Schedule 5. Energy Code Compliance form 6. A copy of the site plan for this project 7. A check to the City of Northampton in the amount of $810.55 submitted as payment for permit fee S. Structural calculations for significant framing members(6 pages) 9. Curb Cut permit A completed `Application for Disposal System Construction Permit' was submitted to the Health Department earlier today. This application is for the front building only.We do propose to construct a total of three buildings on this site and the area calculations shown on the permit application forms include information for all three buildings. I will be away until August 12 but you may contact M.J.Adams,Executive Director for Pioneer Valley Habitat for Humanity at the above phone number if you have any questions or if you will need any other information to complete this application. ENERGY CONS VATION APPLICATION FORM FOR`LOW S bENI'IAL NEW CONSTRUCTION Applicant Name: t✓ d i/41 a" 1 - Site Address: vNS Applicant Address: t• a'` n e_ c. _ Cityfrown: li a o ✓ e Use Group: -- ` Date of Applicatio n 7 O Applicant Phone: g86 — Sys b Applicant Signature• " Compliance Path(check ono): Prescriptive Package(for 1-or 2-famlly residential buildings not heated by electric resistance) Fill in all values that apply from Table 92.1 b: Package Number(A through KK): -� a. Gross Wall Area 9. 02�.'' sn tt f Wall R-value $- _ b. Glazing R.O.Area 3 8 9 4fL g. Floor R-value R. ` q c. Glazing%(b+a) t S� 'y, h. Basement wall P, 'U d. Glazing U-value - •3q i. Slab Perimeter R. /V C. Cell' it value J. Heating AFUE m8 — 0 Component Performance(Mans Trade-Otn Climate Zone(from Figure J622) Zone 12 (] Zone 13 E] Zone 14 Attacb Trade-Of Worksheet from Appendix 3,[and NVAC Trade-Off Worksheet, if applicable) �7 "check Software Attach Compliance Report and Inspectioneheeklist printouts. [] Systems Analysis 0 Renewable Energy Sources Attach approved Analysis Official's Name: Official's Signature: Application Approved E] Date of Approval: Application Denied [] Date of Denial: Reason(s)for Denial: (over for more) a°pS 12j00' 0 0.-C O of Porfilailiptoll _ ��a�r nth urrlla - DEPARTMENT 017 BUILDING INSPECTIOl,'S 212 1\fain Strccl I\'lunicipnl Lluildin� \� -- i 'S�'[CTOa N orlhnmp Loll, Mliss, 01060 Square Footage AmounL 3asemenl @ $.15 toSLn - - f S1: �r lsc Flour @ $.50 b _ ZS 2nd Floor @ $.30 bSo 3lS°c 1/2 F1OOrs, AlLic, Garage $.15 Deck, Porches $-15 � TOT 4.i `l�Q tARVJ(Or� PVHFH Westhampton Road,Second Floor Frame PVHFH Westhampton Rd First Floor Frame WLHDR 2-3 Prepared by: SF Date:7/26/03 BeamChek 2.0 Choice 1-3/4x 9-1/2 2.0E WS TJM MICRO=LAMO LVL BASE Fb=2600 ADJ Fb=2684 Conditions Min Bearing Area R1=3.2 in R2= 1.8 in DL Defl 0.04 in Suggested Camber 0.06 in Data Beam Span 63 ft Reaction 1 2405# Reaction 1 LL 1638# Beam Wt per ft 4.27# Reaction 2 1378# Reaction 2 LL 939# Beam Weight 27# Maximum V 2405# Max Moment 4492'# Max V(Reduced) 2282# TL Max Defl L/240 TL Actual Defl L/576 LL Max Defl L/480 LL Actual Defl L/845 Attributes Section(W) Shear(in 2) TL Defl(in) LL Defl Actual 26.32 16.63 0.13 0.09 Critical 20.08 12.01 0.31 0.16 Status OK OK OK OK Ratio 76% 72% 42% 57% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Base Values 2600 285 2.0 750 Base Adjusted 2684 285 2.0 750 Adiustments Cv Volume 1.00 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 150 =A Uniform LL: 105 Point LL Point TL Distance 1915 B=2811 2.0 Uniform Load A Pt loads: 0 SPAN=6.3 FT R1 =2405 R2= 1378 Uniform and partial uniform loads are lbs per lineal ft. Notes Header carries load from end reaction of FLSHBM 2-1 and minor roof loads Roof LL=35#PSF x 3'=105#PLF, DL= 15#PPSF x 3'=45#PLF See report on FLSHBM 2-1 for point loads PVHFH Westhampton Road,Second Floor Frame PVHFH Westhampton Rd First Floor Frame WLHDR 2-1 &2-2 Prepared by: SF Date:7/26/03 BeamChek 2.0 Choice 1-3/4x 9-1/2 2.0E WS TJM MICRO=LAM®LVL BASE Fb=2600 ADJ Fb=2684 Conditions In Grade Values Min Bearing Area R1=3.5 in R2=3.5 in DL Defl 0.04 in Data Beam Span 6.3 ft Reaction 1 2606# Reaction 1 LL 1745# Beam Wt per ft 4.27# Reaction 2 2606# Reaction 2 LL 1745# Beam Weight 27# Maximum V 2606# Max Moment 4104'# Max V(Reduced) 1951 # TL Max Defl L/240 TL Actual Defl L/646 LL Max Defl L/480 LL Actual Defl L/964 Attributes Section(in 3) Shear(in 2) TL Defl(in) LL Defl Actual 26.32 16.63 0.12 0.08 Critical 18.35 10.27 0.31 0.16 Status OK OK OK OK Ratio 70% 62% 37% 50% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2600 285 2.0 750 Base Adjusted 2684 285 2.0 750 Adjustments CF Size Factor 1.03 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 266 =A Uniform LL: 186 Par Unif LL Par Unif TL Start End 368 H=557 0 6.3 H Uniform Load A SPAN=6.3 FT R1 =2606 R2=2606 Uniform and partial uniform loads are Ibs per lineal ft. Notes Header carries second floor load and roof loads Floor LL=35#PSF x 5.3'= 186#PLF, DL= 15#PSF x 5.3'=80#PLF Roof LL=35#PSF x 105=368#PLF, DL= 15#PSF x 1.2 x 10.5'= 189#PLF PVHFH Westhampton Road,Second Floor Frame PVHFH Westhampton Rd First Floor Frame FLSHBM 2-3 Prepared by: SF Date:7/26/03 BeamChek 2.0 Choice (4)2x 10 SPF#2 BASE Fb=875 ADJ Fb=963 Conditions In Grade Values Min Bearing Area R1=6.0 in R2=6.0 inz DL Defl 0.08 in Data Beam Span 10.5 ft Reaction 1 2570# Reaction 1 LL 1748# Beam Wt per ft 13.49# Reaction 2 2570# Reaction 2 LL 1748# Beam Weight 142# Maximum V 2570# Max Moment 6746'# Max V(Reduced) 2192# TL Max Defl L/240 TL Actual Defl L/522 LL Max Defl L/480 LL Actual Defl L/768 Attributes Section(in 3) Shear(in 2) TL Defl(in) LL Defl Actual 85.56 55.50 0.24 0.16 Critical 84.10 46.98 0.52 0.26 Status OK OK OK OK Ratio 98% 85% 46% 63% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Base Values 875 70 1.4 425 Base Adjusted 963 70 1.4 425 Adiustments CF Size Factor 1.10 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 476 =A Uniform LL: 333 Uniform Load A 0 SPAN= 10.5 FT R1 =2570 R2=2570 Uniform and partial uniform loads are Ibs per lineal ft. Notes Beam carries second floor loads only,trib joist length=9.5' LL=35#PSF x 9.5'=333#PLF DL=15#PSFx9.5'= 143#PLF PVHFH Westhampton Road,Second Floor Frame PVHFH Westhampton Rd First Floor Frame FLSHBM 2-2 Prepared by: SF Date:7/26/03 BeamChek 2.0 Choice (3)1-3/4x 9-1/2 2.0E WS TJM MICRO=LAM®LVL BASE Fb=2600 ADJ Fb=2684 Conditions Min Bearing Area R1=4.1 in2 R2=4.1 in2 DL Defl 0.11 in Suggested Camber 0.17 in Data Beam Span 12.5 ft Reaction 1 3055# Reaction 1 LL 2081 # Beam Wt per ft 12.81 # Reaction 2 3055# Reaction 2 LL 2081 # Beam Weight 160# Maximum V 3055# Max Moment 9547'# Max V(Reduced) 2668# TL Max Defl L/240 TL Actual Defl L/420 LL Max Defl L/480 LL Actual Defl L/616 Attributes Section in' Shear(in 2) TL Defl(in) LL Defl Actual 78.97 49.88 0.36 0.24 Critical 42.69 14.04 0.63 0.31 Status OK OK OK OK Ratio 54% 28% 57% 78% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2600 285 2.0 750 Base Adjusted 2684 285 2.0 750 Adiustments Cv Volume 1.00 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 476 =A Uniform LL: 333 Uniform Load A 0 SPAN= 12.5 FT R1 =3055 R2=3055 Uniform and partial uniform loads are Ibs per lineal ft. Notes Beam carries second floor loads only,trib joist length=9.5' LL=35#PSFx9.5'=333#PLF DL= 15#PSFx9.5'= 143#PLF PVHFH Westhampton Road,Second Floor Frame PVHFH Westhampton Rd First Floor Frame FLSHBM 2-1 Prepared by: SF Date:7/26/03 BeamChek 2.0 Choice (3)1-3/4x 9-1/2 2.0E WS TJM MICRO=LAM®LVL BASE Fb=2600 ADJ Fb=2684 Conditions In Grade Values Min Bearing Area R1=3.7 in R2=3.7 in DL Defl 0.08 in Data Beam Span 11.5 ft Reaction 1 2811 # Reaction 1 LL 1915# Beam Wt per ft 12.81 # Reaction 2 2811 # Reaction 2 LL 1915# Beam Weight 147# Maximum V 2811# Max Moment 8081 '# Max V(Reduced) 2424# TL Max Defl L/240 TL Actual Defl L/539 LL Max Defl L/480 LL Actual Defl L/791 Attributes Section(W) Shear(in 2) TL Defl(in) LL Defl Actual 78.97 49.88 0.26 0.17 Critical 36.13 12.76 0.57 0.29 Status OK OK OK OK Ratio 46% 26% 45% 61% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Base Values 2600 285 2.0 750 Base Adjusted 2684 285 2.0 750 Adjustments CF Size Factor 1.03 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 476 =A Uniform LL: 333 Uniform Load A SPAN= 11.5 FT 0 R1 =2811 R2=2811 Uniform and partial uniform loads are Ibs per lineal ft. Notes Beam carries second floor loads only,trib joist length=9.5' LL=35#PSF x 9.5'=333#PLF DL= 15#PSF x 9.5'= 143#PLF i PVHFH Westhampton RD,Second Floor Frame PVHFH Westhampton Rd First Floor Frame BM 2-1 Prepared by: SF Date:7/26/03 BeamChek 2.0 Choice (2)2x 12 SPF#2 BASE Fb=875 ADJ Fb=875 Conditions In Grade Values Min Bearing Area R1=4.0 in R2=4.0 in DL Defl 0.02 in Data Beam Span 7.0 ft Reaction 1 1695# Reaction 1 LL 1166# Beam Wt per ft 8.2# Reaction 2 1695# Reaction 2 LL 1166# Beam Weight 57# Maximum V 1695# Max Moment 2966'# Max V(Reduced) 1241 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in 3) Shear(in 2) TL Defl(in) LL Defl Actual 63.28 33.75 0.05 0.04 Critical 40.67 26.59 0.35 0.17 Status OK OK OK OK Ratio 64% 79% 15% 21% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 875 70 1.4 425 Base Adjusted 875 70 1.4 425 Adiustments CF Size Factor 1.00 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 476 =A Uniform LL: 333 Uniform Load A SPAN=7 FT 0 R1 = 1695 R2= 1695 Uniform and partial uniform loads are Ibs per lineal ft. Notes Beam carries second floor loads only,trib joist length=9.5' LL=35#PSF x 9.5'=333#PLF DL= 15#PSFx9.5'= 143#PLF PVHFH Westhampton Road First Floor Frame 2 @ KD SPF 2x12 works w/no splits,use 3@ KD SPF 2x12 PVHFH Westhampton Rd First Floor Frame BM 1-1 Prepared by: SF Date:7/26/03 BeamChek 2.0 Choice 4x 12 SPF#2 BASE Fb=875 ADJ Fb=963 Conditions In Grade Values Min Bearing Area R1=6.4 in R2=6.4 in2 DL Defl 0.01 in Data Beam Span 5.5 ft Reaction 1 2735# Reaction 1 LL 1933# Beam Wt per ft 9.57# Reaction 2 2735# Reaction 2 LL 1933# Beam Weight 53# Maximum V 2735# Max Moment 3761 '# Max V(Reduced) 1803# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in 3) Shear(in 2) TL Defl(in) LL Defl Actual 73.83 39.38 0.04 0.02 Critical 46.89 38.63 0.28 0.14 Status OK OK OK OK Ratio 64% 98% 13% 18% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 875 70 1.4 425 Base Adjusted 963 70 1.4 425 Adiustments CF Size Factor 1.10 Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self-weight into the calculations. Loads Uniform TL: 985 =A Uniform LL: 703 Uniform Load A 0 SPAN=5.5 FT R1 =2735 R2=2735 Uniform and partial uniform loads are Ibs per lineal ft. Notes Worst case, beam carries two floor loads,trib.joist span=.5 x 18.75' Max beam span=5.5' Floor LL's=(40#PSF+35#PSF)x.5 x 18.75=703#PLF Floor DL's=(15#PSF x 2)x 9.4'=282#PLF t II l General pecifications - $ - - I - Exterior Mater al: - - - � PVHFH Duplex Unit A - - P4 Westhampton RD, Northampton Exterior Fin►sl1/Color. --- -- - — 07/20/2003 Interior Material• Revised: Interior Finish/Color: Extension Jamb Finish: WINDOW&EXTERIOR DOOR SCHEDULE dow Spec een All Vinyl w/Nail Fin,full scr , Lo�v E IG glazing crank sash, hite colo - - I WINDOWS R. O. R. O. HEADER KEY# MFGR&TYPE MODEL# COUNT W EI IDTH HEIGHT HGHT Paradigm Vinyl Casement - C 3048 9 2'-6" 4'-0 A g y4'-0 _ - 8 Paradigm Vinyl Casement C3048-2 3 5 1 1/2" " 7 1" C Paradigm Vinyl Casement C 3042 1 j 2 -6" } 3'-6" } 7 1 D Paradigm Vinyl Casement C 3060 3 2'-6 5'-0" 7 1" -- -- - - E Paradigm Vinyl Casement C 3060-2 � 1 5 1 1/2" 5 -0" 7 1" { - + l I - -- �- - - 1 i i EXTERIOR bOORS - Door Specs: - - -_ - - R. 0. R. 0. HEADER KEY# MFGR&TYPE MODEL# COUNT WIDTH HEIGHT HEIGHT -- - - 1 Therma-Tru Metal Half Lite, 3-0 x 6-8 2 3'-2 112" 6'-11 " J ____2 Vinyl Slider _6-0 x 6-8 4 6'-0" 6'-10 1/2 JI - - - 3 Therma-Tru Metal t Slab door 1 3'-2 1/2" 6'-10 1/2" 1 W H ROAD U N IT A.123 07/27/2003 i rjf\\`�y_ Pioneer Valley Habitat for Humanity - 218 State Street•Northampton, MA 01060• Phone:413-586-5430• Email: PVHabitat @aol.com Invoice Address: PO Box 60642, Florence, MA 01062•Website:www.community.masslive.com/cc/pvh July 28,2003 City of Northampton Building Department 212 Main Street,RM 100,MA 01002 Northampton,MA RE: 840 Westhampton Road Building Permit Application To Whom It May Concern: I am writing this letter to request approval to eliminate footing drains on a new house we are building at the above address. In accordance with 780 CMR 3604.5.1,a foundation drainage system is not required when the foundation is installed on well drained soil or sand-gravel soils.... The foundation for the house at 840 Westhampton Road is set on well graded, sandy gravel,type `GW' soil of group I.The percolation rate for this soil is better than one inch per minute. I trust that this information will be sufficient to grant this request to eliminate the foundation drains.If you need any other information,please call me at our office. Sincerely, " r Step en Fe ri Building Committee Chairman MW SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction SuDervisor: Not Applicable ❑ 61 -- O-q S-----_----------- Name of License Holder A-f- License Number k4-------- ---- -- --------- Ad ExpiE/n ---------- ----------- Sig tur Telephone O."Reoist d'Horne lriibroveme6i°Contractoi:',,",", Not Applicable/ Company Name Registration Number ------------------------------------------------------------- -----------v--\------------------ Expiration Date --------------------------Telephone----------------- I SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ I Siding [ ] Other[ ] ---------------- ------------------------------------------------- Brief Description of Proposed Work: C*m6tQ4df Wood r-9114 Mdr ZWD F'I-oaq.. �tNii F ►�-Y 4joMf: tai nk ace�3 APaiztmg w.T Alteration of existing bedroom------Yes------ No Adding new bedroom-------Yes ___!-'No Attached Narrative Renovating unfinished basement -------Yes _______No - Plans Attached Roll Sheet 4'PA-:40-,. 6a.Jf N w:house a6d=or"'addit 8i -toko .....n IIN Ntas>n .66M I4411446116Mn ': a. Use of building: One Family—V Two Family_- --Other---------- A.PAQ:4*W">I T b. Number of rooms in each family unit:__'{+)4 of Bathrooms__Z-•________ c. Is there a garage attached? d. Proposed Square footage of new construction. 2_II_oo Dimensions__3Z X Ste. ►�� �• - -------------- e. Number of stories? !^! ------- f. Method of heating?_r4Ae•'_P-SPAL"_AST-2- Fireplaces or Woodstoves__N 0_-___Number of each g. Energy Conservation Compliance. ____—`` ________Mascheck Energy Compliance form attached?-----!�__--_- h. Type of construction ------_Into_FrA61AA i. Is construction within 100 ft.of wetlands?______Yes __✓ No. Is construction within 100 yr. floodplain------Yes '�No j. Depth of basement or cellar floor below finished grade____-__-- ______ k. Will building conform to the Building and Zoning regulations? ____'-�_Yes------- No . I. Septic Tank_✓ City Sewer_______ Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT _W V_ - = —<-1- - - ------------------ as Owner of the subject property hereby uthorize MO _"'�' - `Ly�Q�1---------------------------------------------------- to t all matters relative to work authorized by this building ermi application. LX�-- ----------------------------------- ate -l!------------------------------------------ Signat 2�- may as Owner/Authorized Agent her lt_% declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. -------------------------------------------------------------------- Print e ------- — ---------- ------------o --- - --�{-- ---------------------- Sig ure of ner/Agent Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage l G'2_ 14 Setbacks Front Z r Side L: / R: L: Z� R: lam - Rear i S© '4 Building Height Bldg. Square Footage % zip Open Space Footage % 'lk -ToAagba (Lot area minus bldg&paved parking) #of Parking Spaces s Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site J a44 NO DONT KNOW ' YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? L"b 0 W�JL=y BY NO DONT KNOW _ YES _ COY OF R4 rTm) a(- bWa IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO '� DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 4 —_Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location:___--_---- ---- D. Are there any proposed changes to or additions of signs intended for the property ?YES No !/ IF YES, describe size, type and location: -- — y Northampton ildi g Department 3 2003 ain Streetewer � JUL 2 R om 100 ham ton, MA 01060 f 5 DcPT OF 3ull 0 pMR61b4A587-1 40 Fax 413-587-1272 es h NOR;W ,0N,MA O1 6 Other APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 SITE INFORMATION / ol�-(00 Thi sectilon to°be eompjpted by'offi- 1.1 Property Address: Maps ____ Lot -- Unit'--- 64 C) t\c;g t j � Zane_ °overlay CfistriGt Elm$t.District__ _ CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: AT__ _t-_________ t�y]� Pa 4-L+---------6►off ------------ '.`- �------- -------------------------------- Nam (Pr' Current Mailing A S S4ZU -----------—�-- ---- ----------------------------- — --- --------------------------------- Telephone Signature 2.2 Authorized Agent: r_ Name( t) Current Mailing Address: --- ------------------------ ----------(y aw _ 83Z--------------------- Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building S / D O 0 (a)Building Permit Fee 2. Electrical C� (b)Estimated Total Cost of r7 Q d Construction from 6 3. Plumbing O U Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 0 6. Total=(1 +2+3+4+5) t9 Check Number • This Section For Official Use Only [late Building Permit Number:------------------ - ------ Issued: --- --- I in Signature: ----------------------------------------- ----------------------------- Building Commissioner/inspector of Buildings Date File#BP-2004-0090 APPLICANT/CONTACT PERSON STEPHEN FERRARI ADDRESS/PHONE 103 RYAN RD (413)586-1832 PROPERTY LOCATION 840 WESTHAMPTON RD-LOT#2 MAP 42 PARCEL 165 001 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid r Typeof Construction: CONSTRUCT 2 STORY SINGL FAMILY HOME W/ACCESSORY APARTMENT New Construction Non Structural interior renovations Addition to Existh, Accessory StructLE Building Plans Included:'. Owner/Statement'° 3 sets of Plans/Pl THE FOLLOWING AC INFPP.VIATION PRES pproved Add PLANNING BOA Intermediate Projec Major Projec � R 1 ZONING BOARD Finding I h N! Received&,Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm eet Commission Sigh9we of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. fi *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. APPLICANT/CONTACT PERSON STEPHEN FERRARI ADDRESS/PHONE 103 RYAN RD (413)586-1832 LOCATION$40 WES HAIVIM' RD=LOT,#2' MAP 42 PARCEL 165 001 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT_ APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiniz Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 2 STORY SINGL FAMILY HOME W/ACCESSORY APARTMENT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 045108 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOR,PIIATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm eet Commission / Z0© Sig a of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 841}" "° BP-2004-0090 GIs #: COMMONWEALTH OF MASSACHUSETTS Ma '` CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2004-0090 Proiect# JS-2004-0141 Est. Cost: $75000.00 Pee: $1008.75 PERMISSION IS HEREBY GRANTED TO: Const.Class: 5B Contractor: License: Use Group: R4 STEPHEN FERRARI 045108 Lot Size(sq. ft.): Owner: Pioneer Valley Habitat for Humanity Zoning: SR Applicant: STEPHEN FERRARI / AT. -840 WESTHAMPTON RD LOT #2 / Applicant Address: Phone: Insu n 103 RYAN RD (413) 586-1832 FLORENCEMA01062 ISSUED ON.9111103 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SINGLE FAMILY HOME W/ACC RY APARTMENT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Fo h:. Rough: Rough: House# Foundation: Driveway nal: Final: Final: Gas: Fire Department Fireplace/Chimney: =y Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 9/11/03 0:00:00 2843/2845 $1008.75 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo x Other Comments: • No grading plan was submitted to determine how or what impact drainage and/or grading will have on City Road. • No Stormwater management plan was submitted. • No information was submitted regarding the construction of the pedestrian foot-path,ownership or maintenance responsibilities. • Water pressure in this area is low during peak demand periods.DPW cannot guarantee adequate pressure for all units. • One meter will be installed for each building.If occupants choose,a private meter may be installed after the City's meter,to determine use by accessory units. • All driveways will require pavement/curb cut permits from the DPW,complete with details on the raidii. • Permit states that the development will have 3 affordable units and three accessory apartments attached.Additionally,there will be 1 flag lot and 1 regular lot.No information for these lots were included in the permit. Grading of driveways and their locations need to be submitted to the DPW to determine what,if any impacts will exist. MEMORANDUM TO: Mark NeJame, Chair, Zoning Board of Appeals FR: Ned Huntley, Assistant City Engineer, Department of Public Works DA: January 23, 2003 RE: File #03-CP-42, Comprehensive Cluster—Westhampton Road Map 42/Parcel 60 CC: file The Department of Public Works has reviewed the above referenced application for the following items: Traffic: Utilities: • Volume & Impact on City Street x Drainage Into City Stormwater System • Roadway Capacity Capacity of Stormwater Line • Adequacy of City Road Construction Sanitary Sewer • Site Distances x Water • Parking Other: x Driveway Openings The Department of Public Works has the following comments: No Concerns, project will not have an impact on any items reviewed Traffic Study is required Roadway does not have adequate capacity to handle the additional traffic Roadway is not adequately constructed to handle proposed increase in traffic Site Distances are not adequate for proposed project Parking spaces do not meet minimum requirements Parking spaces are too close to driveway opening x Driveway openings are not adequate for proposed use— Cannot determine based upon information submitted x City stormwater system is not adequate to handle increase in drainage—no information submitted addressing this issue. x Stormwater system does not meet minimum requirements for reduction of Total Suspended Solids (TSS) - no information submitted addressing this issue. Sanitary Sewer line is not adequately sized for proposed use Sewer line connection is not properly shown • Water line is not adequately sized for proposed use-no information submitted addressing this issue. • Water line connection is not properly shown-no information submitted addressing this issue. Comments continue on the next page. �n ICIPAL WATER AVAILABILITY APPLICATION u Northampton Water Department CEP 2003 237 Prospect St. Northampton, MA 01060 �oxs 587-1098 QEpS Of�UM�p'MA 01060 NoaS� A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 840 Westhampton Road 66-t#0-1, Inquiry Made By: Bill Noel, Project Coordinator, Habitiat for Humanity 584-0457 Date of Inquiry: June 10, 2003 Municipal Water Main in Front of Location: Yes X No Size of Water Main: 8" Material: Cast Iron Age: 1930 Approximate Street Pressure: 60 PSI Size of Service Connection: 1" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Issued for the construction of a single dwelling on the property only A corresponding "water entrance fee" shall be paid prior to making any connection to the municipal water system. Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. All work shall conform to r amp n Water Depar t specifications. r+k: Char es Borowski, Superintendent of Water cc: Ned Huntley, Asst. City Engineer Anthony Patillo, Building Inspector �TtlAMp�• <� 9�0 ��oyfl (r"i of 'Nort4alllpf an L � e �a3sR >,tstts n' DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 Main Street • Muuicipil.Builditig 'e Northmnpton,MA 01060 CERTIFICATE of OCCUPANCY and USE This is to certify that permission is hereby granted under 780 CMR, sixth edition of the Massachusetts State Building Code, allowing the occupancy or use of the premises or structure or part thereof located at 840 Westhampton Rd - Lot #2 - Building 1 as shown on the Assessors Page# , Lot# 42 Zone 165 in the City of Northampton, as herein specified: CONSTRUCTION TYPE(780CMR 6) 5B USE GROUP CLASSIFICATION (780 CMR 3 R4 OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF 30 PSF LIVE LOAD PER FLOOR(780 CMR Table 1606.1) 40 PSF Under the following limitations, special stipulations, and/or conditions of the permits: Issued this 11th day of July 12005 Certificate of Occupancy and Use # BP-2004-0090 Authorized Department Personnel Electrical � Elevator Fire Plumbing U�VJ Building r( - Gas _IL'r Building Commissioner This certificate shall be posted by the owner, in a permanent manner and in a visible location, on all floors designated as use group H, S, M, F, or B, and in every room where practicable of use group A, I, R-1, or R-2 per requirement of 780 CMR section 120.5 Posting Structures. 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SC+IIE: f• = 4iQ' >e N 1t 1rvQ"AND NOOM 1410 >RrJN OAR FtM,NrD • raaf�� IRON PIPE SEr a �) aM16AM w sww►r AND. r+oRAlsp OT IRON PIPE TO BE SET • is $. , ": A STOCK40E FENCE' —•—•—•— a)j % ro U5M V. nWMW wo N�oi' MITO BAROM WIRE FENCE —■ —■— 111>av I�f�Si PRpPES�QAW.CLAW t` cuLtE�E rp ►iw& p,.�Ic ��.,, 1.. :F. !.)4OT. �A•r �J.a NIiAMA J. SAS AW 'Nafll�ww .ala_!Md.4» savr �-;HkI/8�7'FS cNAIN uax FavcE —•—•—•— .. ar...a ie.ui. q,►4ir (#13) 521–mm aFw7aMVtT+ � 1 �n T JI `x 844 WESTHAMPTON RD-LOT#2 SP-200+0090 #, COMMONWEALTH,OF MASSACHUSETTS • s MoODISKk:42-165 CITY OF NORTHAMPTON PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Pest Buiidina DO NOT HAVE ACCESS TO THE GUARANTY FUND(MGL c.142A) BLILDINGTERMIT Permit# BP-2004-0090 RE9*1# JS4004-0141 Eat.Cost:$75000.00 Fee:$1008.75 PERMISSION IS HEREBY GRANTED TO: Coast.Class:5B Contractor: License: r Use Groo. R4 STEPHEN FERRARI 045108 Lot Size(sa,ft.): Owner. Pioneer Valley Habitat for Humanity zoning:SR AuRlicant: STEPHEN FERRARI AT 840 WESTHAMEDN RD LOT #2' A#g1icant Address: Phone: Insu rance: 103 RYAN RD (41315:86-1832 FLORENCEMA01062 ISSUED ON:9111103 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SINGLE FAMILY HOME W/ACCESSORY APARTMENT POST THIS CARD:SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. 'Building IaspeMor « Underground: Service: Meter: Footings Rough:I1A yirf Rough: y/i.r/ House# Foundation: G'3 //' Driveway Final: Q►'{f. 4 �' 46,4215 13 Final• Final: { Rough Franne:dlc �• " 'Q� Gas: Fire Department Fireplace/Chimney: l Rough: �°�r����,��,.� oil: Insulation:0K C7.;8r''� Final: `���••" ? Final: Smoke: ( THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. e ificate f Occugangy ignature: FeeT e: Recei t No: Date Paid: Check No: mount: Building 9111/03 0:00:00 2843/2845 $1008.75 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Building Commissioner-Anthony Patillo 1"