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35-278 (3) i T a a o : FT. DttP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N MO Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �r r- 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A- • Alp CZ m l l l i i A , NOTE:IN ORDER THAT THIS APPLICATION MAY BE ACCEPTED,THE DATA CALLED FOR BELOW MUST BE SO SET FORTH THAT WE CAN DETERMINE FROM THE APPLICATION AND THE ACCOMPANYING PLANS WHAT THE EXISTING CONDI- TIONS ARE AND WHAT THE FUTURE CONDITIONS WILL BE. Plot Plans and Plans" is application before a permit be granted. Zone 2 91,998 APPLICANT NOT TO FILL IN SPACES ABOVE THIS LINE Application for a Dwelling Permit ~. Northampton,Mass. . . . . . . . . . . . k.-. .' . .Z(o 19 Telephone No. . . . . .� �3� �r,E5 t�S 3b 7b the Supt.of Buildings: Application for a permit to build is hereby made according to the following: 1. Location,Street and No. . . . . .. w0-0�,4 t�} QL� ✓E?. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . Lot No. . . . . . . . . . . 2. Nearest cross street . . . . . .. . . . . . .. . .. . . .. . . . . . . . . . . . . . . . Size of lot . . . . . . .�-� �� . C. . . . . . . . . . . . . . . .. . . . . . . . Csr•be� 4\. . . . Address . e ( 41 t2.��. `. . . .. .n 3. Owner's name .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 4. Architect's name. 1'e` . . . .1 C s' .r ^�1. . . . . . .. . . . . . . Address ?��. 'Q �. .. `.... . .c"°"�J 5. Builder's name . . . .i . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . Address . . .. . . Mass.Construction Supervisor's License No. . .. . . p' L`f . . . .. Expiration Date . . . . . .�. `.. . . . . .. .`:�. . . . . . 6. Use of Building:One-family . . . . . . . . . .` . . . . . Two-family . . . . . . . . . . . . . . . . . . . . Other . . . . . .. . . . .... . . .. . . . QQ / 7. Number of rooms in each family unit: . . . . . . . . . . V. . . . . . . . . . . Number of Bathrooms . . .. .'Z. c... . . . . . . . . . . 8. Is there a garage attached? . .. . . . . . . . . p`? . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . .. . . .. . . . . 9. Size of building . . . . . . . .g?`t ` ��. . . . . . . . . . . . . Square footage . . . . . .38�S 10. Number of stories . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . 11. Distance from finished grade to high point of roof . . . . . . . . . . . .Z,6 . . . . . . . . . . . . . . . . .. . .. . . . . . .. . . . . . . . . . . . . . . 12. Type of construction . . . . . . . . . . . . �'.. . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . .. . . . . . . . . . . . . . . 13. Distance from building to street line in feet . . . . . .. . `'��... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . 14. Distance from building to side lot lines in feet:Left . . . . . . . .3L:. . . . . . . . . . . . . Right . . ..-. . . .. . . . . . . . . . . . . . . 15. Distance from building to rear lot line in feet . . . . . . . . . . . .,too . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . 16. Is a plot plan being filed with this application? . . .. . . . . . . .?. . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 17. Species of framing lumber:DF . . . . . . . . . . . . . . . . . . . . Spruce . . . . . . .v.1 . . .. . . . . . Other . . . . .. . . . . . . . . .. . . . . 18. Are all structural conditions noted on drawings? .. . . . . . . .�.9> . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 19. Nature of land upon which the structure will be erected:Natural . . . . . . Filled . . . . . . . . . . . . . .. . . . . 20. Depth of basement or cellar floor below finished grade . . . . . . . . . . .(Q. . . . . . . . . . . . . .. . . .. . . . . . .. . . . . . . . . . . . . . . 21. Material of foundation walls . . . . . . .C.Q'nC"?:_L`c.,:. . . . . . . . .. . . . . . . . . Thickness in inches . . . `?. . 22. Type of roof:Flat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pitched . . . . . . . !. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23. Material or roof covering . . . . . . . . .. l�... . . `7. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 24. Method of heating . . . . . . . . .V'QV rA .�- ..' ,'��^3- . . . • �(1G . •`9 ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25. Will the building conform to the Building and Zoning Ordinances? . . . . . . . e ?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26. Septic Tank? . .. . . . . . . . . . . . ✓A. . . . . . . . . . . . . . . .. . . . City Sewer? . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27. Construction within 100 ft.of wetlands? . . . . . . . . . . .OP. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 28. Construction within 100 year flood plain? . . . . . . . . . . . ip. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 29. Estimated cost:Total 6049 � .{,� s.!. �' . . . . . . . . . . . . . .. . . . . . No building or structure which is erected or altered,shall be used,in whole or in part,for any purpose until a certificate of occupancy is issued by the Building Inspector. The undersigned certifies that the above statements are true to the best of his knowledge and belief. Signature of Contractor Signature of ponsible applicant v WRITTEN DESCRIPTION OF WORK TO BE DONE . . . . . . . . .. . . .. .. . . . . .`.. . . . . . . . . . . . . .`i� . . . . . . . . . . . . . . . . . .� . COF�") . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . t Sent By: Western Mass Truss Co. Inc.; 1 413 562 1681 ; Dec-28-98 4:16PM; Page 11111 X140,00 wwt 10:%9 rAa 4vai0.)t4t0 40004 Page 1 CAR2.DSN LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 98.1.16 COMPANY: WESTERN MASS TRUSS JOB IDs CARBAUGH, ISTFLOOR,LIVING RN! HEADER STATE: MA CODE: BOCA PRODUCT: 2-PLY 1.750" X 11.875" GANG-LAM LVL 2950Fb 2.0E **WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-99 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MIS'T'AKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LOUISTANA-PACIFIC'S ENGINEERING DEPARTMENT, THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG-LAM LVL, LPI-JOISTS, TECLAM LVL, OR TLI-JOISTS IS STRICTLY PROHIBITED. DESIGN CRITERIA POR FLOOR BEAM ------------------------------ LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT ----- ----- -------- ------- ---------- ---------- 50 20 28 .000' TOP L/460 L/240 SPAN CARRIED IS NOT CONTINUOUS. STRUCTURAL GEOMETRY SPAN 1 11.000 TOTAL SPAN: 11 - 00 FT CONNECTION ---------- { *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. *** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00" C/C. *** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS. LOAD PATTERNS ' ------------- CASE SPAN SHAPE TYPE SOURCE Wl W2 X1 (FT) X2 (FT) ---- ---- ----- ---- ------ ------------ ------------ ------- ------- +ALL 1 UNIF DEAD FLOOR 291.9 PLF 0 .000 11.000 ( ALL 1 UNIF DEAD FLOOR 80.0 PLF 0.000 11.000 +1 1 UNIF LIVE FLOOR 700.0 PLF 0. 000 11.000 + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT-LBS) SHEAR (LBS) --------------- 1 15484 5761 SUPPORT REACTIONS (LBS) ----------------------- CASE BRG#1 BRl3#2 1 5695 5695 Sent By: Western Mass Truss Co. Inc. ; 1 413 562 1681 ; Dec-28-98 4:16PM; Page 10111 -- .�• .... ..w, a�.w rnn cvJrOJ14L0 0003 Page Z CARI.USN 1 6668 6668 CASE BEARING SIZES (IN) 1 3 .00 3 .00 LIVE LOAD DEFLECT TOTAL LOAD DEFLECT CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? 1 a 0 .163 0.344 1015 0.325 0.688 508 STRESS INDICES CASE MSI VSI -------------- ---- -____ ----- 0 .556 0.526 SLENDERNESS RATIO = 4.57 LIMIT = 10 .0 I I i I i I I Sent By: Western Mass Truss Co. Inc.; 1 413 562 1681 ; Dec-28-98 4:16PM; Page 9111 LVZO/V4 XVn 1 :41 Ilia ZVJY JJ14ZO I�UUS Page 2 CRR2.I�SN CASE HEARING SIZES (IN) 1 3. 00 3 . 00 LIVE LOAD DEFLECT TOTAL LOAD DEFLECT CASE SPAN ACTUAL ALLOW- L/? ACTUAL ALLOW. L/? ---- ---- ------ ------ ----- ------ ------ -- -- 1 1 0 .218 0.269 591 0.334 0.538 386 STRESS INDICES CASE MSI VSI -------------- ---- ----- -- ' I 0.765 0.717 SLENDERNESS RATTO - 3 .39 LIMIT ■ 10. 0 f I 1 i i I Sent By: Western Mass Truss Co. Inc.; 1 413 562 1681 ; Dec-28-98 4:15PM; Page 8111 14/40/#0 ASUN 1D:44 t" ZV4L i14Zi4 4006 Page ;. CAR3 .DSN LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 98.1.16 COMPANY: WESTERN MASS TRUSS JOB TD: CARBAUGH,GARAGE CEILING BEAM STATE: MA CODE: BOCA PRODUCT: 3-PLY 2.750" X 18 .000" GANG-LAM LVL 295OFb 2 . 0E **WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-99 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. THIS COMPONENT DESIGN ZS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG-LAM LVL, LPI-JOISTS, TECLAM LVL, OR TLI-JOISTS IS STRICTLY PROHIBITED. DESIGN CRITERIA FOR COMBINATION ROOF AND FLOOR BEAM -------- ------------------------------------------ LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED LOADING INCREASE LL DEFLECT TL DEFLECT --- __ ------ ------- --------- ---------- ---------- FLOOR 40 15 1 .000' TOP L/360 L/240 ROOF 30 15 1 .000' TOP 0% FLOOR SPAN CARRIED IS NOT CONTINUOUS. ROOF SPAN CARRIED IS NOT CONTINUOUS. STRUCTURAL GEOMETRY SPAN 1 28 . 000' TOTAL SPAN: 28.00 FT CONNECTION *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED SQUALLY TO EACH PLY. i ++* ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12 .00" C/C. *** ATTACH ADDITIONAL PLIES TO ALTERNATE PACES OF THE FIRST TWO PLIES, AS REQUIRED, WITH 3 ROWS OF 16d COMMON NAILS STAGGERFD AT 6.00" C/G. i **+� COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS, LOAD PATTERNS CASE SPAN SHAPE TYPE SOURCE W1 W2 X1 (FT) X2 (FT) E ---- ---- ----- ---- ------ ---------- - ALL 1 UNIF DEAD FLOOR 120.0 PLF 0-000 28 .000 +ALL I UNIF DEAD FLOOR 34 .5 PLP 0, 000 28 .000 +ALL 1 UNTF DEAD ROOF 7. 5 PLF 0.000 28.000 1 1 UNIF LIVE FLOOR 240. 0 PLF 0.000 28.000 +1 1 UrlIF LIVE FLOOR 20.0 PLF 0 .000 28.000 +1 1 UNIF LIVE ROOF 15.0 PLF 0. 000 28.000 + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT-LBB) SHEAR (LBS) i -------------- ---- --------------- - ---------- Sent By: Western Mass Truss Co. Inc. ; 1 413 562 1681 ; Dec-28-98 4:15PM; Page 7111 - - -- .-.., a...„ a4& ovatity Q007 Page 2 CAR3 .DSN • 1 42068 6064 SUPPORT REACTIONS (LAS) ----------------------- CASE BRG#1 BRG#2 ---- ----- ----- 1 6119 6119 CASE BEARING SIZES (IN) 1 3 .00 3 .00 LIVE LOAD DEFLECT TOTAL LOAD DEFLECT CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? 1 1 0 .729 0.925 457 1.158 1.368 287 STRESS INDICES CASE MSI VSI 1 0. 640 0.332 SLENDERNESS RATIO = 3 .43 LIMIT = 10 .0 t i Sent By: western Mass Truss Co. Inc. ; 1 413 562 1681 ; Dec-28-98 4:15PM; Page 6111 ia• r9i00 IOU41 40;48 r A AUaIOJ14LO lbO11 Page 2 CARSA.DSN CASE ' BRG#1 BRG#2 t 1 8075 8075 CASE BEARING SIZES (IN) ---- ----•• -- ----------- 1 3 .00 3 . 00 LIVE LOAD DEFLECT TOTAL LOAD DEFLECT CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? , I 1 1 0.229 0.344 721 0 , 377 0.688' 439 k STRESS INDICES CASE MSI VSI 1 0 .639 0. 638 SLENDERNESS RATIO 4 . 57 LIMIT = 10 .0 I I I Sent By: Western Mass Truss Co. Inc. ; 1 413 562 1681 ; Dec-28-98 4:14PM; Page 5111 .&e*of av mvn io;oo rAA zvoioil4so ItO10 Page 1 CARSA-DSN • LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 98.1.16 COMPANY: WESTERN MASS TRUSS JOB ID: CARBAUGH, 2NDFLOOR, GABEL ROOF BEAM STATE: MA CODE: BOCA PRODUCT: 2-PLY 1.750" X 16.000" GANG-LAM LVL 2950Fb 2 .0E **WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-99 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED WOUv PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHSND OTHER THAN GANG-LAM LVL, LPI-JOISTS, TECLAM LVL, OR TLI-JOISTS IS STRICTLY PROHIBITED. DESIGN CRITER2A FOR COMBINATION ROOF AND FLOOR BEAM --------------------------------------------------- LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED LOADING INCREASE LL DEFLECT TL DEFLECT ----- ----- -------- ------- -------- ---------- ---------- FLOOR 40 15 11000` TOP L/48C L/240 ROOF 30 20 29 .000' SIDE 25t FLOOR SPAN CARRIED IS NOT CONTINUOUS. ROOF SPAN CARRIED IS NOT CONTINUOUS. STRUCTURAL GEOMETRY SPAN 1 14 ,000 ' TOTAL SPAN: 14.00 FT CONNECTION *** ATTACH 2 BEAM PLIES WITH 4 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00" C/C. *** COMPRESSION EDGE SRACINO REQUIRED AT 96" O.C. OR LESS. LOAD PATTERNS CASE SPAN SHAPE TYPE SOURCE W7, W2 X1 (FT) X2 (FT) ---- ---- ----- ---- ------ ------------ ------------ ------- ------- +ALL 1 *UNIF DEAD ROOF 290.0 PLF 0 .000 14. 000 ALL 1 TRAP DEAD ROOF 0.0 PLF 140.0 PLF 7.000 14. 000 ALL 1 TRAP DEAD ROOF 140.0 PLF 0 .0 PLF 0 .000 7.000 ALL 1 UNIF DEAD FLOOR 70.0 PLF 0 .000 14.000 +ALL 1 UNIF DEAD FLOOR 23.5 PLF 0.000 14 .000 +1 1 *UNIF LIVE ROOF 435.0 PLF 0 .000 14.000 1 1 TRAF LIVE ROOF 0.0 PLF 210.0 PLF 7.000 14 .000 1 l TRAP LIVE ROOF 210.0 PLF 0 .0 PLF 0 .000 7. 000 1 1 UNIF LIVE FLOOR 140 .0 PLF 0.000 14 .000 +l 1 UNIF LIVE FLOOR 20.0 PLF 0.000 14.000 * INDICATES BIDE LOAD. + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT-LBS) SHEAR (LBS) 1 25883 7938 SUPPORT REACTIONS (LBS) Sent By: Western Mass Truss Co. Inc. ; 1 413 562 1681 ; Dec-28-98 4:14PM; Page 4 .-- • — rv.. ♦V•'ev l'M &V41041%&O 16009 Page 2 CAR4.DSN CASE - BRG#1 BRG#2 ---- ----- ----- 1 4134 4130 CASE BEARING SIZES (IN) 1 3 .00 3 .00 LIVE LOAD DEFLECT TOTAL LOAD DEFLECT CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/7 ---- ---- ------ ------ ----- ---.--- ------ --- - 1 1 0 .091 0.231 1225 0.149 0.463 747 STRESS INDICES CASE M$I VSI 1 0.399 0.435 SLENDERNESS RATIO = 3 .39 LXMIT 10.0 i I i i Sent By: Western Mass Truss Co. Inc. ; 1 413 562 1681 ; Dec-28-98 4:14PM; Page 3 zoos Page 1 CAR4.DSN LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 96.1,16 COMPANY: WESTERN MASS TRUSS JOB ID: CARBAUGH, GARAGE DOOM HEADERS STATE: MA CODE: BOCA PRODUCT: 2-PLY 1 ,750" X 11.875" GANG-LAM LVL 2950Fb 2 . 0E **WARNING- DO NOT USE THIS DESIGN AFTER: VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT, THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUTT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMLNT. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG}-LAM LVL, LPI-JOISTS, TECLAM LVL, OR TLI-JOISTS IS STRICTLY PROHIBITED. DESIGN CRITERIA FOR COMBINATION ROOF AND FLOOR BEAM --------------------------------------------------- LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED LOADING INCREASE LL DEFLECT TL DEFLECT ----- ----- -------- ------- -------- ---------- ---------- FLOOR 40 15 1.000' TOP L/480 L/240 ROOF 30 20 26.000' TOP 15k FLOOR SPAN CARRIED IS NOT CONTINUOUS. ROOF SPAN CARRIED IS NOT CONTINUOUS. STRUCTURAL GEOMETRY ------------------- SPAN 1 9 .500' TOTAL SPAN: 9.50 FT CONNECTION ---------- DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY- *** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12 . 00" C/C. +** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS. LOAD PATTERNS CASE SPAN SHAPE TYPE SOURCE W1 W2 X1 (FT) X2 (FT) *ALL 1 UNIF DEAD ROOF 260.0 PLF 0.000 9.500 ALL 1 UNIF DEAD FLOOR 60 .0 PLF 0 .000 9.500 +ALL 1 UNIF DEAD FLOOR 19 .4 PLF 0. 000 9.500 +1 1 UNIF LIVE ROOF 390 .0 PLF 0 . 000 9 .500 1 1 UNIF LIVE FLOOR 120.0 PLF 0.000 9.500 +l 1 UNIF LIVE FLOOR 20.0 PLF 0.000 9.500 + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT-LBS) SHEAR (LDS) -------------- ---- --------------- ----------- 1 9298 4021 SUPPORT REACTIONS (LBS) ----------------------- Sent By: Western Mass Truss Co. Inc.; 1 413 562 1681 ; Dec-28-98 4:13PM; Page 2 �— � -� wva• w.•v t'AA LVJIOJ14L0 woo; .Page .3. CARI.DSN LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 98 . 1. 16 COMPANY: WESTERN MASS TRUSS JOB XD: CARBAUGH, 2ND FLOOR ROOF/WALL/ATTIC STATE- MA CODE: BOCA PRODUCT: 2-PLY 1.750" X 16.000" GANG-LAM LVL 2950Fb 2.0E **WARNING- DO NOT USE THIS DESIGN AFTER; 1-31-99 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARR SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAONITUDE AND LOCATION, IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG-LAM LVL, LPI-JOISTS, TECLAM LVL, OR TZ,I-JOISTS IS STRICTLY PROHIBITED. DESIGN CRITERIA FOR COMBINATION ROOF AND FLOOR SLAM LIVE DEAD SPAN ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED LOADING INCREASE LL DEFLECT TL DEFLECT FLOOR 40 15 1.330` TOP L/400 L/240 ROOF 30 20 30.000' TOP 15% FLOOR SPAN CARRIED IS NOT CONTINUOUS. ROOF SPAN CARRIED 1$ NOT CONTINUOUS. STRUCTURAL GEOMETRY S PAN 1 14. 000` TOTAL SPAN: 14.00 FT CONNECTION ---------- *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. I ++* ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12 .00" C/C. I i *** COMPRESSION EDGE BRACING REQUIRED AT 96" Q.C. OR LESS. LOAD PATTERNS CASE SPAN SHAPE TYPE SOURCE W1 W2 Xl (FT) X2 (FT) *ALL 1 - UNTF DEAD ROOF 300.0 PLF 0 .000 14 .000 ALL 1 VNIF DEAD FLOOR 150.0 PLF 0.000 14 .000 +ALL I UNIF DEAD FLOOR 26.0 PLF 0.000 14.000 71 1 UNIV LIVE ROOF 450.0 PLF 0.000 14 . 000 +1 1 UNIF LIVE FLOOR 26.6 PLF 0. 000 14.000 + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF'_ SECTION FORCES CASE MOMENT (FT-LBS) SHEAR (LBS) -------------- --—- --------------- ----------- 1 22513 6549 SUPPORT REACTIONS (LBS) rASE ARG#1 BRG#2 Sent By: Western Mass Trus¢ Co. Inc.; 1 413 562 1681; Dec-28-98 4:13PM; Page 1 To: FORISH At: 5627136 Iii 001 r FURMAN LUMBER,INC. NEW ENGLAND DISTRIBUTION CENTER FURMAN 33 FOWLER STREET EXTENSION WESTFIELD.MA 91066 FAX 413.5777 l5 0 G U� OED 29W FmDEK OF 8! Tv: is►aw two 413-5621681 pe"m 14 P6ew 413,W-3861 Dabs: 12-28-pa Re: CARBAUGH RESIDENCE CCs I Q urom E3 For Rw w Ll Pion*Commmd p PW"o ReP1y O PUN*Re 00110 l I •Cow HERE ARE THE DESIGN SHEETS FOR CARSAUGH RES..THE MASS STATE SEALS ARE IN PROGRESS.NOTE:LVL IN GARAGE IS AN i8'TRIPLE LVL NOT THE ORIGRNAL SPEC. I (A 03- t 2 L,C> 2 c D Coo-?- av � Y- 32 - Z 1'l Z'O lb . 00 Z 8o oo Qo 7i Q P°.�` � n h�5 f ° x.. �� t7 b ° Z'o Z n 6 1� 780 CMR Appendix] HVAC Trade-Off Worksheet 1. Calculate efficiency Increase in percent: EFFi,t,11,d - EFFstandard = % increase E F Fstandard 2. Adjust the % increase according to Trade-off Ratio (Table 1 below): (% increase X Trade-off Ratio) + 1 =Adjusted Ratio 3. Adjust Total Required UA (from Manual Trade -Off Worksheet): Total Required UA X Adjusted Ratio = Adjusted Required UA 4. Use Adjusted Required UA as new Total Required UA, and check if Total Proposed UA is now less than or equal to it. 1 Total Proposed UA X353-c'j To al Required UA (from Manual Trade-Off Worksheet) Work Space: v i Table 1 Trade-off Ratios Cityrrown HDD„ Ratio,B City/Town HDD„ Ratio,a Amherst 6404 1.15 Hyannis 6137 1.13 Bedford 6521 1.15 Lawrence 6322 1.14 Blue Hill 6398 1.15 Middleton 6268 1.14 Boston 5641 1.11 Nantucket 5848 1.12 Brocton 6225 1.14 New Bedford 5426 1.10 Chatham 6058 1.13, Plymouth 6333 1.14 Clinton 6698 1.16 Provincetown 6044 1.13 East Wareham 6297 1.14 r 6267 Edgartown 5916 1.13 Springfield 5754 1.12 Falmouth 5713 1.12 a 7060 Framingham 6262 1.14 Taunton 6346 1.14 Haverhill 6413 1.15 Tully Lake 7552 1.19 Worcester 6979 1.17 Table 2 NAECA Minimum Equipment Efficiencies' Minimum Equipment Type Minimum Equipment Type Furnace 78 AFUE Heat Pump:Heating Mode 6.8 HSPF Boiler. Except Gas Steam E Heat Pump:Cooling Mode 10 SEER Boiler.Gas Steam 75 AFUE Air Conditioner 10 SEER ' Note: No Trade-off available for electric Resistancii Heating. DRAFT (for training purposes) 54 X 780 GMR Appendix 7 Manual Trade-Off Worksheet Per mit# Builder Name Date 1 4 Z_co Builder Address Cdr 'v`n�� `� t Checked By Site Address �� UD y Zone [J12 M13 Submitted By c`k u Sl• -�. _y' Phone.("l��> - L �'�� Date PROPOSED Ceilings Skylights, and Floors Over Outside Air Required Insulation x Net U-Value Description R-Value U-Value Area = UA (Table J6.2.2) x Area =UA Ceiling 1b 2 � (Table J6.2.2a) `{�ft �{�,,� .�tt� Floor Over Outside Air ft2 (Table J6.2.2a) —� ft2 ft2 Total Area 1�y�ft2 Walls, Windows, and Doors Insulation x Net Required Description R-Value U-Value Area = UA U-Value x Area = UA Walls l3 C��bZ 2"ft2 _� 2 `t,£�� . )l j'3? .Z1 �j o•I� (Table J6.2.2b,c,d) Windows — 2 Wi (NFRC or Table J1.5.3a) � 1•Z+ft —� 1,4 a � Doors 2 (NFRC or Table J1.5.3b) — 3`� ft Sliding Glass Doors 'lc) ft2 (NFRC or Table J1.5-3a) ft2 ft Total Area 3533' Floors and Foundations Insulation Insulation x Area or Required Description Depth R-Value U-Value Perimeter =UA U-Value x Area =UA Floor Over Unconditioned (Table ft2 Space J6.2.2e) Basement Wall (Table l \5LL ft2 I U l `{ .0-11 t 1 l l ,o J6.2.2f Air Unheated Slab ft (Table J6.2.2g) in. Heated Slab ft (fable J6.2.2g) in. ft2 ft2 Total Proposed UA must be less Total °� p1 Total than or equal to Total Required UA Proposed UA Required UA Statement of Compliance:The proposed building design represented in these documents is consistent with the building plans, specifications,and other calculations submitted with the permit application. Vic,4> s' �� 11��01.� �vc�S�" IL- 2(- • 1L) Builder/Designer Company Name Date DRAFT (for training purposes) 53 Q�� DEC 2 9W RGY CONSERVATION APPLICATION FORM -, KiR LOW-RISE RESIDENTIAL NEW CONSTRUCTION TFI Of N, Applicant Name: J`��"' ��"��Ny Site Address: Lox Applicant Address: L City/Town: �Ao 1r\,Q y) �7 �J Use Group: Date of Application: l 2�1` Z-b `IiJ Applicant Phone: Applicant Signature: Compliance Path (check one): F] Prescriptive Package (for 1-or 2-family residential buildings not heated by electric resistance) Fill in all values that apply from Table J5.2.1 b: Package Number(A through KK): a. Gross Wall Area 2Y,c, sq.ft f. Wall R-value R t� b. Glazing R.O. Area _-RZ, sq.ft. g. Floor R-value R- c. Glazing % (b-a) 13 % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- '-1.0 J. Heating AFUE [i Component Performance (Manual Trade-Off) Climate Zone (from Figure J6.2.2) F] Zone 12 F� Zone 13 D--,<ne 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] MAScheck Software Attach Compliance Report and Inspection Checklist printouts. F-� Systems Analysis E] Renewable Energy Sources Attach approved Analysis Official's Name: Official's Signature: Application Approved Date of Approval: Application Denied EJ Date of Denial: Reason(s) for Denial: s (over for more) BBRS 12108197 �Tt1AMp�, ° �` '°ye Of 'NQZ#4a1liptOlt 1 $ e DEC 2 gift � �; �tlI38ACh 118tlt6 t D �MENT OF BUILDING INSPECTIONS DEBT O E F$� 'M2 Main Street ' Municipal Building INSPECTOR _..�� m„ h orthampton, Mass. 01 060 Square Footage Amount Basement @ .10 L b 6L; 4 l'bb-()o lst Floor @ -40 1bEJb � 6F%Z'-tO 2nd Floor @ .20 14 � 1/2 Floors, Attic, Garage .10 ,v im -101 bo Deck, Porches .10C 7,6 00 TOTAL C o4��pTO • 9 '�� lasaacbnsctfs WC 2 9M DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street ' Municipal Building ''�•. ��' DEPT OF St Northampton, Mass. 01060 WORKEWS COMPENSATTON INSURANCE AFMAVTT (licenste/permittee) with a principal place of business/residence at: 4�-C�, VVV�- C7L�b S(phone#) JL t�?3� (strcet/city/statd2ip) do hereby certify, under the pains and penalties of perjury, that: ( ) I am an employer providing the following worker's compensation coverage for my employees working on this job: (Insurance Company) (Policy Number) (Expiratfon Date) ( ) I am a sole proprietor, general contractor or homeowner(circle one) and have hired the contractors listed below who have the following worker's compensation policies: (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Compaay/PoUcy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (attach additional rhea ifnecem ary to iAdude information pertaining to all maunders) ( ) I am a sole proprietor and have no one working for me. ( ) I am a home owner performing a1I the work myself. NOTE:please be aware dat while homcowAers who employ persons to do� .,a��construction or repair work on a dwelling of net more than throe units is which the homeowner resides or on the grounds apputtenut lhercto we not 9-X-4 oomidered to be employ=under the worker's oomp=u4on Ad(GL152,ss 1(5)),application by a homeovm r for a license or punlit may c+ideOm the legal status of an employer under the Wockeet Compam lion Act_ I undmvAnd that a copy of this statement may be forwarded to the Depwtmca2 of Industrial A.ocidm&011ioe of Insuct<nce for the coverage verification and that failtmo to scarce coverage tntder section 25A of MOL 152 can lead to the impos—of-mind penalties y consisting of a fine of up to$1,500.00 and/or of up to one year and civil pmaltia in the form of a Stop Work order and a firm of$100.00 a day against me For depattme"use Oc 1� _ Permit Number Map# Lot# Sipature of LicenseelPermi IN DEC-30-96 02 :59 AM ROMANIPRINTINGICO 413 P465455 r. nc v M { N t N I i i Sent By: Western Mass Iruss G0. inc. ; 1 41Q JO[ lotlt ) UIQ ic,ee,mo �u:ca PAA a+lu 1oz aeia br WI M11YUNUN 19005 NO Ell$ a8 g p T �Qjj u QZ coo W V• �~ + N MUM, �£1 jig glig VLC g I URMO ®� ILI � lit �r[ �I IL IPM o� ea Jrj Vitt r� �� N •---�• N `T� � �� f rZ� 11O�� N H rv.rr 477.� ap■4 Ly i Aj�QomL��p• �� qJ rJp 0040 9 IyA�� lip t'C ['via Z9 p 000 s3 Z.Z.ooYw �! •`g eoox e •�■ r PIpV�•VJ�O A O�� §�� 3 � �� IG(iPaML �• �➢ �� oob?��X fTA k A� 11 G q� � t• Qn s � L4 N •' fe y oil r 1 � SSr � °u0 a a, s m 11 ?' N t y '\� �"l+�ya.��;�y'91f'rt�� '�.•e�.. ^ rr �tl � . � e . � ., P° Ir rr VINW Nr0 " °�° Onn 1InA VV•• N W yn 00 H� •Y'yO.9 `ON9 �• Sent By: Western Mass Truss Co. Inc. ; t 41ZJ 5bz idai ; uec-JU-yn ,[;Duriw; rayc J/U lZ/ZV/VO iU.L-J rnd atv icz esid L!' WUNINGCON 11004 N P Y N a U RIM It Wall! 'lip* $¢# t� 1 n9�6�4�■y�� p� � n+u.v 1��L5 S�p� � �� wnr'in v v° 4 ��P at fi(i� A o 0 0 �� iii Y C-nJJJ G H a is �� Rip �^ttt��Co� V 1109 , v7• � � my.n Nbe IIy t �� - __ ..._ S gym H� �� c�111�g111111j1 O III�''� 0�1;�0•��1'�q 'Jkp [ A 004 �i�AAAG2]m i5 bbee��.:,� a ®� 3 m �!� oCb6enX ^J r a r ,� VI a gg V ® Z AihINNNN �lVA1 ) m. ;4 • �� 4 toy @ �oc000..m.w 0 i Oj z 3C 0 ZIA gl Jul 1-4 o w 1 4 °' `�,A �"" •e-+ vvv 7vq 12129198 10:22 FAX 910 762 9978 LP WIL1fINGTON ®002 ICOP4 ^A r U C■ �f�;s�� 000 �.1a �p 'Y = �U Tn � �j � m� ��rr p 1r F _� In 5� a P. 441 e� flue a- r„ A ;11;':'! ti SIR r u lit R oocou q4 R lo L tA r�/�� ■ � oe 000.l ii � YLk oeeeap w 1} 11 " p Col k2 � � *•' { � � 8� � rA . .� 0 . . { Ei AN aao� Iw. T a ww ,-► 7j4 'O'0'O '•I v0 ✓10" mom V+1 �f'�•i Z abed `•Wd6v:Zt 96-OC-000 ` t89t egg Ctv `. 'ouI 'o0 ssnil sseyl uja}sap} :Aq ;uag Sent By: Western Mass Truss Co. Inc. ; 1 413 562 1681 ; Dec-3u-qu 12:5urm; rage :pro lU;ZL tAA VIU idZ Jdiin LY WILMLNG ON (9003 9x pig $ -- �' � X � .� Hli I O ■rg �Q1 t •iz ��i�[ �R � o� wa � p p � �� 5 no r 0 N INH all L z SOO � rm- flagg nv� X 4 C�i1 ii4 a �t2 � � TAO C+ol� � � rn _ g 0 �N I f ag J ' r All 40 4z c %�7 ar �i� � MR ao �' m ��i7\�t 9 Y� M fl ♦ v M � it rr VVv 12Y29/p8 10:24 PAX 910 782 9878 i.P W t i.M f NGT'UN I®006 _ le it Wo ija R t5 a I m sit � FA 9 H01 l a ■■■a f ` LZ� r r.•N nr A 6 .y1 j1 r) Tne ;" O{�+O+O�yb00�g0+ In 000 � P e■ppp12� LW W on a�t�3s�� PT m m ac°•°n neueo oeK r t P r � IIII r OOC�OHO000f1N /`� .".: h; a � O N ? A N �` � ('� •s .- H Y1 e w e e it � S1, 0 ` N e \ a w,r G5 e00 NuO Sz 9/0 abed 7•Wdos:el 86-06-0a0 ! m Z9s ENV ! 7- '0uj •00 ssn,,l sseA ujalsaM :As ;uaS Sent By: Western Mass Truss co. Inc. ; 1 413 562 16B1 ; Dec-30-98 12:4YFM; rage 1 Western Mass Sox 2147'Way Wnifietd.MA 01096 Truss Coy loco Fax Phone 41 L S61-1611 961 Fax Cow t To: - O� @Fax: 2, From: Ll Date: Re: L\J L— S Pages: __ . including this one L V L ��A N tit' 00 g Office of Planning and Development City of Northampton a City Hall • 210 Main Street n Northampton, MA 01060 ■ (413) 587-1266 FAX(413)587-1264•EMAIL planning@city.northampton.ma.us ■ li -Conservation Commission -Historical Commission *Planning Board • Housing Partnership .■S,, *Zoning Board of Appeals JAN 41999 €iEFT C'r 6,A�w s rtali, l � � w kt'p YO I ORIGINAL PRINTED ON RECYCLED PAPER 6b y0 y 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: � Prover 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. 33-98 CITY OF NORTHAMPTON, MASS. May 06, 19 98 THE BOARD OF PUBLIC WORKS The undersigned respectfully petiition your honorable body for Permission to install driveway at 90 Woodland Drive (Lot 7) 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 if the grade of the proposed driveway exceeds 3% or more. By: .� 11Northampton R ad 586-8561 hamfDnn, Mk- 1027 Proposed Location Inspected by: -yqiyr(, Gravel Base Grade Inspected by: Final Approval: THE BOARD OF PUBLIC WORKS Voted that petition be granted. $25.00 Fee Paid 20816 Samuel B. Brindis, P.E. , Director of Publ-ic Works (SUBJECT TO ATTACHED CONDITION 1 & 2) NORTHAMPTON WATER DEPARTMENT 237 PROSPECT STREET NORTHAMPTON, MA 01060 S87-1098 Subject : Municipal Water Availability Location: 90 Woodland Drive (Lot 7) Inquiry Made By: James F. Boyle 586-8561 Date of Inquiry: May 06, 1998 Municipal Water Main in Front of Location: YES NO Size/Material/Age of Water Main: Approximate Street Pressure : PSI Size of Service Connection: Comments : 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 Northampton Water Department specifications. Charles Borowski Superintendent of Water Enclosure: Letter to Frank Sienkiewicz from Sam Brindis, dated June 14, 1991. cc: Samuel B. Brindis, Director,DPW Guilford Mooring, Assistant Director, DPW George Andrikidis, Assistant City Engineer Anthony Patillo, Building Inspector A:\WATER\Availab1.50S ow CITY OF NORTHAMPTON BUILDING PERMIT CHECKLIST All 1&2 Family Proj eCtS The following items are to be considered MINIMUM information to be submitted with ALL permit applications Address: 7 A Scaled drawings & details shall be submitted with each application proposing construction, reconstruction, addition, alteration, or repair. The building official may waive the requirements for filing plans when work is of a minor nature.[] B. Scaled drawings & details shall indicate &describe all proposed work, including location, size,grade of materials &equipment to be used. [✓J C. PLOT PLAN, property address; map & lot number, zoning district&overlays (such as wetlands) [v] Show well and septic locations (if applicable) [✓] Location of lot lines, dimensions of lot, frontage [,] Location &dimensions of public easements, public utility easements, railroad right of ways , and established zoning setback requirements. [✓f Locations &dimensions of primary and accessory buildings & structures. [ D. FLOOR PLANS, floor plan of each floor and intermediate levels including basements, crawlspaces,terraces, porches garages, carports, and decks, showing existing condition and proposed construction. [- Dimensions, locations &materials of foundations, footings, columns &piers (including reinforcing when required) [4 Direction, dimensions, spacing&grade of all framing {floors, roofs, walls, partitions) [✓� Location of all walls, partitions, windows, stairs &doors [I Location&description of all electrical equipment, alann devices and smoke detectors [ ] Location &type of all heating and air conditioning (HVAC) equipment. [ ] HVAC schematics (where required check with building inspector) [ ] EXTERIOR ELEVATIONS, Front, rear & side elevations including foundation and finish grades. [✓7 Location &dimensions of windows &doors. [vl Description of exterior cladding or siding material. [✓� Show exterior stair locations &dimensions. [,j Show chimney and vent locations [4 DETAILS & SECTIONS, Sections through exterior walls showing details of construction from footing to the highest point of the building. [✓1 Sections through fireplaces &chimneys (show clearances) [ ] Location&details of any roof trusses,glue-lane, or engineered lumber {include connection details and Massachusetts professionals stamp on specification sheet) [✓] Exterior envelope enerzy requirements :Uo-of walls,roof-ceiling&floors..OR.. R value of walls/roof/floor,also percent of window area to wall area. [ ] 10 Do any signs exist on the property? YES NO ✓ .�: IF YES,describe size,type and location: Are there any proposed changes to or additions of signs intended for the property?YES NO IF YES,describe size,type and location: 11 . ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This cola= to be filled in by the Building Department lRequired Existing Proposed By Zoning Lot size t`i✓h �3(DJ czry Frontage Setbacks - frnnt - side L: 3L R: L L: 3z R: � - rear �C Building height ZF, Bldg Square footage C %Open Space: (Lot area minus bldg �O'-C /�? &paved parking) # of -Parking Spaces ,# 'of Loading Docks Fill: -(volume -& location) 13 . Certification: I hereby certify that the information contained herein G is true and accurate to the best of my knowledge. DA=TE: t2 2 � � `� ��j APPLICANT's SIGNATURE ��k M '4 NOTE: Issuance of a zoning permit does not relieve an applicant's burden to oan3710ty with 4.11 zoning requlraments and obtain all required permits from the Board of Health. Conservation Commisslon. Department of Publio Works and other applioable permit granting authorities. FILE # 2 9 W8 File No. DEPT OF 8!.; ZONING PERMIT APPLICATION (§10 . 2) PLEASE TYPE OR PRINT ALL INFORMATION 1. Name of Applicant: Address: d�c,� � A` Telephone: 2. Owner of Property: Address: ? �u V��1 10d__Telephone: 3. Status of Applicant: Owner Contract Purchaser Lessee Other(explain): V6--``�� 4, Job Location: 4-oZ A 01O ) Parcel Id: Zoning Map# Parcel# s District(s): , (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property f\Orc -- 02.Epsk-y 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sh ets if necessary): ..l� 7. Attached Plans: Sketch Plan +i`m Site Plan �� Engineered/Surveyed Plans Answers to the following 2 questions may be obtained by checking with the Building Dept or Planning Department Files. 8. Has a Special PermitNariance/Finding ever been issued for/on the site? NO ✓ DON'T KNO:A: YES IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO `� DON'T KNOW YES IF YES: enter Book Page and/or Document# 9. 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 Obtained ,date issued: (FORM CONTINUES ON OTHER SIDE) File#BP-1999-0604 APPLICANT/CONTACT PERSON Victor Shibley ADDRESS/PHONE 6 Big Wood Dr(413)568-1 836 PROPERTY LOCATION 90 WOODLAND DR MAP 35 PARCEL 278 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildm* Permit Filled out Fee Paid 0119 • Typeof Construction: SFH 2 STORY ATT GARAGE&DECK New Construction Non Structural interior renovations Addition to Existing - Accessory Structure Buildin Plans Included: Owner/Statement or License 062297 3 sets of Plans/Plot Plan THLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Approved as presented/based on information presented. Denied as presented: Special Permit and/or Site Plan Required under: § PLANNING BOARD ZONING BOARD Received& Recorded at Registry of Deeds Proof Enclosed Finding Required under: § w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Variance Required under: § w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability -Septic Approval Board of Health k Well Water Potability Board of Health L,1 Permit from Conservation Commission "� Signature of Buil ng Offi`is 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. 90 WOODLAND DR BP-1999-0604 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 35 -278 CITY OF NORTHAMPTON Lot: -001 Permit: BUlldinq Category:New Structure BUILDING PERMIT Permit# BP-1999-0604 Project# JS-1999-1154 Est. Cost: $220000.00 Fee: $1221.60 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Victor Shibley 062297 Lot Size(sq. ft.): 37722.96 Owner: Donal&Luanne Carbaugh Zoning: SR Applicant: Victor Shibley AT: 90 WOODLAND DR Applicant Address: Phone: Insurance: 6 Big Wood Dr (413) 568-1836 Workers Compensation WESTFIELD 01085 ISSUED ON.0110411999 TO PERFORM THE FOLLOWING WORK:SFH 2 STORY ATT GARAGE & DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Rough Frame: Gas Fire Department Fireplace/Chimney: 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: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 12/29/1998 $1221.60 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo x PERM AM- 4 0� 5 not" . - ' Asia 3 .: 7 i F tN Y,....J blow WoM, Aid VO Wo 14 Yin z ' y s a c s c fi Longo v' 1 F 4 E list �5 � 3 M SA 01"Am ANY 1 �F OFF low �` Si i `m ® NQ v ' mWAL� � # r ON emit..: �3uit�ti M New Su tore Gr sp� �-p 0 Pt im Est.Cost:SUM-0 E� Isr I U �/ ftxl bley . Let Si e .Ali,`3772 . a " , ne Caxbaua 44AW *44 1 1e Pan . 4I 68-1 G_: trrers " . LD 1010851 ISSUED ONVI 99 ,i TO PEJt FORM:�' 'F .dVG.WORK-.SF 2 UOR'Y ATT GARAGE p 3T= , Ians*tor of. P.W. Inspectoar,Qaf BuildiA , Jet , - h ` ► r � cis dough. 1. Insulation., � 1 � �✓- Fartal. Final; _ `` - c x wiq TMs � � � r��► e �xcr Qty o> � , QIrtiflaig Fee t 1�a:, bate Fault C u .Building 1212911998 $1221.60' 212 Main Street,Phdne(413)587-1240,Vac,(400587-1272 ,� Suilding Commissioner-Anthony Patillo f # jxiiiiic)ixsetb' :Y of . DEPARTMENT QF:�LIU.f?I1QC3 YNSp�GTIONS: . 1NSF�CCQR. 212, X Mein.Sheet l Municipal nu cling Northarapton, Mass. 01060. V 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 90 Woodland Drive as shown on the Assessors Page# 35 , Lot## 278 Zone SR in the City of Northampton, as herein specified: CONSTRUCTION TYPE(780CMR 6) 5 USE GROUP CLASSIFICATION (780 CMR 3 R-4 OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF 1St flr PSF — 2nd f1r 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 25th day of May 1199 9 Certificate of Occupancy and Use # BP-1999-0604 Authorized Department Personnel Electrical ;'/ - , Elevator Fire Plumbing Building F: �. - •� Gas Building Commissioner -� This certificate shall be posted by the owner, 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. Building Department 413-587-1240------fax 413-587-1272 /�oo•.3d � � 277�v 2-77xo - 274 - - - - - - - - -- - - - - DEC? 9 1998 — — z7� 3 �QEff<✓f �i�EiQ Z,g4- � '�"'. s r °•G• JCS O.OGS-----�► T �.�� ez rs •-- ..vr.28Z.S / T- /wv. cl�' SGN qo PNC / 3Zr 2��8•S' <3,4 0 •� o Ali ~� o 4 30 10 4' JQi.h EGliv. Zg Tom; Z•3� \ e.� 9 98 /PA rV�O <qv� Zo' s 20 5 c� CP