Loading...
HomeMy WebLinkAbout20150756_1_001_203.-1-2_2237_NYS RT 50_NA 61 2237 5 0756 (wt. 0) 0,3 • _ Neu �n Fmi'/y ws � a/fathd 9arayc' (3vildin5 Perrn14- 2oiSo75b issued ?/.21/2015 {F' ferk 41.0/519815-2- /u s/r/,s_ Flur.b,AD Per *1015N08' issued it 15/5 Co ` 2o1,to(€1 1ol(r�rce 1 Sep!;c 4X.)190191 }ssuecA 1-a28-2019 1 ,„cOG4 BUILDING PERMIT TO CONSTRUCT ,ypi NEW 1 OR 2 FAMILY CONSTR • ` '' ' Permit Number: 20150756 O"PORAT£0 �g j Date: July 21, 2015 Permission is hereby granted to the below owner or contractor for construction in accordance to application 20150274 together with plans and specifications hereto filed and approved and in compliance with the provisions of the Codes of City of Saratoga Springs,New York. Permit Issue Date: 07/21/2015 Permit Expiration Date: 07/20/2017 LOCATION PERMIT CLASSIFICATION Sect/Block/Lot:203.-1-2 Permit Type: B BUILDING Street:2237 NYS RT 50 Work Type: 01 NEW 1 OR 2 FAMILY CONSTR Zoning District: RR-RURAL RESIDENTIAL Prop Usage: R-3 RESIDENTIAL- 1 &2 FAMILY Occupy Class: R Const.Class: VB OWNER CONTRACTOR MICHAEL CARUSO CORNER STONE BUILDING CORP. 1823 WESTERN AVENUE 279 TROY SCHENECTADY ROAD ALBANY,NY 12203 LATHAM,NY 12110 518-857-0992 518-857-9755 APPLICANT CORNER STONE BUILDING CORP. 279 TROY SCHENECTADY ROAD LATHAM,NY 12110 518-857-9755 I j Total Value of Work: $198,000 Number of Bedrooms:4 Number of Dwelling Units: 1 Number of Bathrooms: 2 Total Square Feet: 3,930 Number of Half Baths: 1 Basement Total SF: 904 Total Number of Rooms: 10 Finished Basement SF: 0 Deck/Porches: 1/1 Garage SF: 564 Fireplaces: 1 Application Date: 04/21/2015 Permit Issued By:MC Permit Fee: $936.00 Scope of Work: TYPE R-3,NEW SINGLE FAMILY DWELLING i• Comments/Conditions: PER DRC DECISION ON 7-16-2015 Assistant Btrilding Inspector T ♦ T - APPLICATION FOR BUILDING PERMIT P P OGA S. 5 - �-..z CITY OF SARATOGA SPRINGS 0'7 S6 0 `i �,� rt BUILDING DEPARTMENT File# a �� '' City Hall- 474 Broadway `' ''.. �' Saratoga Springs,NY 12866 Application# /of 5'707,7 y � �� g PP "cO�ParATfo ,9,`' Telephone (518)587-3550 Ext. 2511 Fax (518)580-9480 For Office Use Only ,/�2�1�3�7 1 • Permit No. 2C? 5��56 Job Site /e .SO Date Applied H a V) ,5 • Zoning Informati Issue/deny date Zoning District (4 Sect-Blk-Lot 20 3 r ( - 2- Permit Type-check line that applies: Lot Width 2 •61 ' 7 00 Lot Area A-c 1 c Residential-New X No.of Bedrooms 4 lst Floor Area ti_`0 U I Addition No.of Stories 2 2°d Floor Area f 2 G 0 Alterationi Bldg.Height 3 o Basement Area 1 000 SF Commercial-New Yard Dimensions for Principal Building CSN Rvty, Addition Alteration Front Rear Left Right Change of Occupancy 15 Q Accessory Building-Distance To Application Fee 7 Z/ Principal Building Left lot line Fee Balance !7 Rear lot line Right lot line / Tap/ Owner_J�t at( C4rut0 Applicant f 44s(d1ts i.e, 0 _ il re.�t Address 11?) LJgjklGvh !R- Address 279 'Troy S1rc o , a ih6u$19 6A1 12203 Gey 1,14), A/I 2(10 Phone 9$''&r 1' °CA Z Phone .578''es"7- 9 7 ss Fax Fax 374)" Ere./ Email E ail '4 2d ra ke a iar#ti 1,nie- .0e4- CID 0cfCID # —loaat--1 # Zogro. Contractor 5A-is E'A 5 Design Professional 64-11- Crit-e"ba r71, Address /' A.«/!r!r Address Phone Phone 51 t 3(DS- 01 7.S Fax Fax Email Email b.s-1-eeh 6u€ air.N✓% Gn•-- CID # CID# b-.0)-4 10 ADDRESS/LOCATION Is the job site in a floodplain? NO Is this job site in a historic district? / 0 If so,DRC approval date Construction Costs Is this job site in a architectural district? fte Ye S Basic Improvement $ I 90,OOO If so,date of approval Electrical $ (0i 000 Does application require approval ZBA approval? ilO Heating $__8.060 If so,date of approval Other $ Does application require the city planning board approval? 'q g.l 000 If so,date of approval NO Total Cost $ 6 (Ex: site plan,subdivision,special permit) *Please note that all applications granted approval by the Design Review Commission and/or the Zoning Board of Appeals shall expire within eighteen months unless a building permit is issued and actual construction has begun(section 240-7.12) Application is hereby made to the Building Department for the issuance of a building permit for construction as herein described,pursuant to provisions of the Zoning Ordinance of the City of Saratoga Springs and in accordance with the N.Y.State Uniform Fire Prevention and Building Code which is applicable to new construction of buildings,and to conversions,additions and alterations to buildings.The owner and the applicant agree to comply with all applicable laws,ordinances and regulations and with all regulations and procedures as explained in this application,and will allow all inspectors to enter the premises for all required and necessary inspections. The following regulations shall apply: A. This application shall be completed and signed by the property owner and the applicant,and submitted to the Building Department. B. This application must be accompanied by: 1. Plot plan showing lot dimensions,existing and proposed buildings or structures on the lot and their distances to one another as well as to the lot lines,and all other pertinent details of the property.A copy of a legal survey is required for all new construction and may be required at the discretion of the building inspector for all projects as deemed necessary. 2. One complete set of plans and specifications for the proposed construction,each plan bearing the signature and seal of a New York State Registered architect or licensed professional engineer,(exception:projects where no structural work is necessary and expenditures are minor,in accordance with the State Education Law).For all new construction completed checklists shall be submitted(see attached). 3. Liability insurance coverage: (a) For general contractors acting in the capacity of a general contractor,$1,000,000 minimum each occurrence,with the City of Saratoga Springs named as an additional insured and as the certificate holder(see attached). (b) For homeowners,if there is no contractor participation in the project,$300,000 minimum and a maximum of$1,000.000 contingent upon the project. Each application is subject to Risk and Safety review(see attached). 4. The applicant is in compliance with the mandatory coverage provisions of the Workers'Compensation Law and Disability Law (see attached). 5. Hold Harmless Agreement C. Application fee as required by the City Code and as calculated by the building department,shall be paid by check or money order (payable to"Commissioner of Finance") D. Work covered by this application shall not commence prior to permit issuance. E. Occupancy of any building or premises to which this application applies shall not occur prior to the issuance of a required Certificate of Occupancy. F. Any deviation from approved plans must be authorized by the approval of revised plans subject to the same procedure established for the examination of the original plans by the building department,including any required fees. G. Building Department shall be notified(minimum notice—24 hours in advance)according to this required schedule of inspections. (Note;before subsequent inspection requests will be scheduled,all prior inspections shall have passed). See attached card for required inspections included with building permit when issued. H. The building permit is effective for two years from the date of issuance unless a different period of time is specified. SIGNATURE OF PROPERTY OWNER � DATE 7k SIGNATURE OF APPLICANT DATE 41/4 2 wi ADDRESS/LOCATION 14 r 0 121- Sa CM- • p/2-N'7-$ SPECIFICATIONS & MATERIALS CHART GENERAL SIZE MATERIAL SPECIFICATIONS OTHER -FOOTINGS psi DRAIN going to: -SLAB psi -FOUNDATION WALL psi WATERPROOFING VENT -COLUMNS/PIERS psi -GIRDERS/BEAMS -EXTERIOR WALL STUD o.c. -INTERIOR WALL STUD o.c. -FLOOR JOIST, 1st FLOOR o.c. -FLOOR JOIST, 2nd FLOOR O.C. -CEILING JOIST o.c. -ROOF RAFTER o.c. -COLLAR TIES o.c. -RIDGE BEAM -FLOOR SHEATHING -WALL SHEATHING -ROOF SHEATHING UNDERLAYMENT INSULATION SIZE MATERIAL VAPOR BARRIER R-FACTOR -FOUNDATION -OUTSIDE -FOUNDATION - INSIDE -UNDER SLAB -EXTERIOR WALLS -CEILING/ROOF FINISH WORK SIZE MATERIAL UNDERLAY OTHER EXTERIOR WALLS INTERIOR WALLS FLOOR CEILING ROOF MISCELLANEOUS SIZE MATERIAL SPECIFICATIONS OTHER 3 ADDRESS/LOCATION 1/01- v A Sv (70? - -Z) HEATING SYSTEM PLUM/BIING-#UNITS&VENT SIZE TYPE fC4) FUEL4 6rA'S SINKS T LAVORATORIES VENT-MATERIAL f VC SIZE TOILETS 3 TUB/SHOWER 1' SEWER-TYPE-CITYPRIVA 1'L 5H'TY- DESCRIBE /��J (DRAW ON SITE PLAN) / 'A4 <6 'i „Per/INJ /j/t C s.7E-avow,cei WA TER SUPPLY-CITY X PRIVATE Zia -t ,n/rs.1 ca./De-F�r- CHIMNEY AND/OR FIREPLACE:MATERIAL FLUE SIZE GARAGE TYPE:ATTACHED X DETACHED UNDER NO.CARS 2 ,• GARAGE/DWELLING SEPARATION:DOOR TYPE (2 HR.FIRE RATING C 11 Nitta 5EsF tate-4 MA 1'LRIALS: M CA-At, bab 4 0»4 HR.FIRE RATING PORCH:FOOTING 7 q /L F,OUNDATION '9 ' ;STO Ara' siei 4C---s.®ic. a. O _ C PLEASE PROVIDE A BREIF DESCRIPTION OF WHAT THE SCOPE OF WORK IS TO BE DONE: NLw Cti,<71art.<77") of 5..,6Ct frr /e y ,o 02bi oZ Yz 8s�7)1 f iGAie . �6�.v yG S�1�..✓v'. 1. rriA,.w y- 4 ADDRESS/LOCATION Ssc,✓EY /,7 9-C-Ntt **LOCATE MAIN BLDG,ACCESSORY BLDGS,AND ANY ADDITIONS,GIVING ALL PERTINENT YARD DIMENSIONS I REAR LOT LINE ft. . REAR YARD ft. • LEFT YARD RIGHT YARD *ACCESSORY ft. ♦ BUILDING 4 ft. ► LEFT I RIGHT LOT LOT LINE LINE DISTANCE SEPARATION ft. ft. • LEFT YARD * MAIN RIGHT YARD ft. -♦ BUILDING ft. I FRONT YARD ft. I FRONT LOT 5LINE ft. ► I { . 31 12o0Ae 50 BUILDING PERMIT SUBMISSION CHECKLIST NEW SINGLE-FAMILY RESIDENCE Q NEW TWO-FAMILY RESIDENCE Q NEW MULTIPLE SINGLE FAMILY(TOWNHOUSE)Q PROJECT SITE ADDRESS o T Aa gr Sa ZONING DISTRICT " CHECKLIST PREPARED BY: v)90 oVO 4iiC PREPARERS PHONE NO.: A-7 7J ALL ITEMS BELOW MUST BE CHECKED EITHER"YES", "NO"or"N/A".A separate checklist, must accompany each application for a building permit. All items checked "YES"shall accompany the application form at the time of submission to the building department. Until the application is deemed complete it may be rejected by the building department and returned to the applicant. Acceptance of a permit submission as complete does not imply or guarantee that a permit will be issued. YES NO N/A 1. Building permit form completed and with required signatures from the property owner and ✓ applicant. 2. Base fee of$150.00 per unit, check made payable to Commissioner of Finance. ✓ 3. Water service connection fee agreement dated and signed by the property owner and by a Department of Public Works representative. 4. Window schedule(form provided by building department is required). ✓ 5. Natural light, ventilation and emergency egress calculation sheet(form provided by building department is required). 6. Energy code compliance report, bearing the seal and signature of the N.Y.S. licensed professional engineer or registered architect. Specify compliance path: petSGri�a-i�+- 1,/ 7. Energy code inspection checklist. 8. Property survey,with the proposed house located, in compliance with the zoning ordinance, showing all setbacks to property lines, any easements, etc(include all building projections such as decks, porches, steps, roof overhangs, chimneys, etc)The survey must show the ✓ location of all proposed silt fences and construction entrance.The silt fence and construction entrance must be installed and maintained in accordance with the NYS Standards and Specifications for Erosion and Sediment Control. The seal and signature of the N.Y.S. licensed land surveyor is required. 9. Septic system permit application form completed and with signatures from the property owner and the contractor. £W "/6r/ P,-sorA-'- V 10. Septic system design certified by a N.Y.S. licensed professional engineer. Show accurate distances to all existing and proposed wells and septic system on the subject parcel and on contiguous parcels. Ao,a/5r 1,'AL 11. Well completion report and well test results. A/it.- . 12. One complete set of building plans, each sheet bearing the seal and signature of the N.Y.S. licensed professional engineer or registered architect. The set shall include, but not be limited to the following drawings: (a)foundation plan; (b)floor plans-all levels; (c)cross- sections; (d)details; (e)elevations; (f)floor framing; (g)roof framing; (h)codes specifications 13. Other: FOR STAFF USE ONLY: HISTORIC REVIEW DISTRICT YES Q NOi ARCHITECTURAL REVIEW DISTRICT YES NO Q Has the applicant been advised of the review district requirementsenat this time?YEsQ NoQ • SUBMISSION ACCEPTED FOR REVIEW DATE /4"/A TIME 2-2 7P,p/e-N REVIEWED BY(SIGNATURE) 1J REVISED 12-28-11 • I 4. tay.A.,ris T.6 Building DEPARTMENT 'if ff REVIEW CHECKLIST-Residential Property Address: Lo\- 0 Raigt 50 Reviewed By: 1.1.,-c C°4-11') A Application Number: 201507,Th Start Date: 5/1415 End Date:,511 ! /S ZONING YE9 NO N/A • WINDOWS YES NO N/A SETBACKS 0 0 WINDOW SCHEDULE t� ❑ ❑ LOT: SIZEIWDT/%OCC 0 EI 0 NATURAL LN(R303.1) P❑ o FLOOD PLAIN M 0 EMG.EGRESS 5.7 SF(R310) v ❑/ 0 SILT FENCING t0/� 0 0 SAFETY GLAZING(R308)•-•12`,".ID I9' ❑ CONSTRUCTION ENTRANCE l9 ❑ 0 40Ma GARAGE FIRE APPARATUS ACCESS 0 0 / DOOR W/SC(R309.1) t9' 0 0 RATED DESIGN CRITERIA(R301) / SEPARATION (R309.2) 0 0 GSL-50 PSF -Pitt A 9 0 IF 0 SLAB/POLY(R309.3/R506.2.3) 0 I9/ 0 WINDSPEED-90 MPH ❑ ❑ MISC. INTERIOR FEATURES FOOTERS BATHS VENTED(R303.3) to/ 0 0 / SIZE �" 0 0 SMOKE DETECTORS(R313) Et/ 0 0 DEPT (H ❑ 0 CO DETECTORS(R313) 1 / 0 0 REINFORCEMENT t9 ❑ 0 DRYER 25' MAX(M1502.6) 4 ❑ FOUNDATION WATER CONNECTION FEE i 0 0 SOIL TYPE(R401.4) 0// ❑ 0 STAIRWAYS FOUNDATION INSULATION H ❑ 0 STAIRS-T,R,N (R311) ❑ ❑ WALL HEIGHTNVIDTH !� 0 0 HANDRAILS(R311.5.6) , I 0 0 REINFORCEMENT ❑ 0 LANDINGS(R311.4.3) ®J 0 0 ANCHOR BOLTS(R403.1.6) ❑ 0 GUARDS(R312) ® 0 0 DRAINAGE(R405) .d/( ❑ 0 ROOF DAMPROOFING(R406) P3 0 0 COVERING ri/ 0 0 BASEMENT/CRAWLSPACE ICE PROTECTION (R905.2.7.1) Id' ❑ 0 PADS&POSTS l/ 0 0 SHEATHING ❑ ID SLAB&POLY ®/ 0 0 VENTILATION El// ❑ ❑ EGRESS l� 0 0 ATTIC ACCESS (R807.1) V ❑ ACCESS(R408.4)NENT(R408.1) d 0 0 -.asPORCHES/DECKS- ed _ee� •, cam% ,(hot€fit FRAMING FRAMING Fra, Po°G ❑ ❑ gea 17vvci4 - FLOORS ilii 0 0 ATTACHMENTS&FLASHING 0 lV 0 WALLS INTERIOR/EXTERIOR ii ❑ 0 ENERGY Qerscr irtrt- HEADERS/BEAMS tlii ❑ 0 ENERGY CODE CERT(E401.3) I0/ ❑ ❑ ROOF TRUSSES/RAFTERS d ❑ 0 INSULATION MATCHES d 0 0 CEILING HEIGHT(R305) / ROOMS T Iii/ ❑ 0 OTH'" - STAIRS 6'-8" 1 ❑ ❑ of Se. e Desi n i- Con-kcAcr-neetded. BASEMENT 6'-8" di 0 0 UNDER BEAM/DUCTWORK 6'-4" ti 0 0 0 • • • • • • • • • CITY OF'SA,RTOGA SPRINGSZONING ORDINAN( __ ', ; . ' `.::;•: ARTICLE II-OF SAFTOGA SP• Rof DISTRIC BLE 2: AREA REQUIREMENTS ' •• . - • ' . • MAXIMUM LOT • • COVERAGE •MIN,SETt1ACK j�tINEN$IONS(FEET) PRINCIPAL 9UILOINGS MtNIMVM DISTANCE TO :r.7NINli MINIMUM LOT MINIMVN ••_" ACCESSORY BVILOING(F EFT) nst RIOT Stag MOAN . W10TH PRINCIPAL . ACCESS. FRONT REAR �� MlNtnnla EACH TOTAL •MINIMUM BLDG. BLDG. R AX. PRI ;PAL ONT IOE Spat %ItI v q q`t 4'lstUE SIDE 1 FLOOR AREA HEIGHT Butt of or T it(Mnlw or- OK 0\4•• • oK p (SF) OK (FEET) LwE. 7 PCI tan nut tt2•t(G 2 acres 200 15 5 60LINE', LI9��� :R-t G 4U 00o SF 125 20 100 30 100 35 . 8 40 40 15 35 5 60 30 SO_ 80 S1212.-- 20.000 A 100 25 8 30 30 _ t2_ p_M 35 5 '►0 10 � 1O - -- 4�-' f 30 35 —�1 uR.1 J / 12 soon11111M 20 a �._. 30 �-.� 30 12 - 30- 1 Story=1.100 5 30 5 1 �t� ' • _ 2 Ste =eoo 60 S i 1 Story=900 • 30 5 5_ 1 UR-2 - 6,600(A 60 30 10 10 25 3 - i 8 20 2 Sto = 1,200 60 5 10 6,600 1-unit I GO 1-unit I 1 5toS S 25 UR-3 8 000 2-units 80 2-units 30 10 10 25 4 ry. , 12 . '2 Sto =800 60 • 5 10 S I •1 Story=1,800 5 25 i UR-4 3 000 SF/DU 100 25 15 25 25 20 45 2 SW =1 200 70 _ - �_�' - I 601•unit! 10 25 5 y �_tS i UR.4A 2 000 SF/OU 1111' 80 2-units 30 • 10 10 25 4 1 Story=1,200 -- 12 2 Sl0 = 800 70 5 10 5 y ^ r vR•5 0 000 Srmu 100 25 1 Story=1,800 1 _ 15 25 25 20 45 2 Sto =1 200 185 _ , ^ lJR-6 4 800 60 30 10 25 25 • 8 20 20 5 10 t 5 UR-7 4 000 50 45 1b 20 900 35 5 25 • 10 10 4 8 1 000 35 5 5 15 6,6;00 1-unit/ 60 1-unit i -` 5 t0 S g NCUU•1 8 000 2-units 80 2-units 30 1 story=1,200 -�---20_ 10 10 25 4 12 • 6,600 %url:I/ so 1-..rat/ 2 sto =800 60 5 10 5 -G •2 8 000 2-units 80 2-units 30 10 10 25 .4 1 story m 1,200 MVrJS25 12 2 5L0 =aoo so s t•►f;l1D•3 �QOO.`'II'/DU J 30 1 story=1,800 10 5 _ 5__ z5 i 10 10 25 4 I 17 2 slo = 1 200 IN 110.3 12 500 60 20 8 - 50 5 10 -5 __S - 70 INS .E0 2 acres 30 ' 30 12 30 _-.- 50 30 - �•`�.�___ 200 -- -- 60 100 30 100 12 5 + JO INS'T•MP 2 acres 200 40 30 100 50 • 20 8 50 70 15 60 30 X50_ - NST-HTR 20.000 100 ----- S0 _ :s 35 8 30 30 B 12 0 30 10 1001 Iu C -iti t' - iCaBO H 20 000 200 30 -- — - __ —_—_..___ 1�.. .__..r�_.. 1_000 i l 20 000 2100 15 40 25 8 15 0 30 _- 60 12 400= 5 GL__5fc;1 _zu 20 10 40 25 9 20 0 40 40 t0 _....__2t)__ ., ?j_ 1MHB H 40 000 100 30 10 40 70(� lOjr� __ 30 80 25 840 25 WItl80 20 000 • 200 _20 O 40 4040 i CL _111_:1_1_� 3t1 30 15 40 25 9 • iso 30 25 40 t0(g1 ,o --. , __9a iNo•c3 40 000 200 40 30 q0 40 10 �=s . r40.X 10 acres 50030 B 40 3 C) i i. . 15_ 80 a 15 0 30 .._- so wo 10 100 F 100 F 50 100 10 40 t0 _ _ 20 000 100 30 IS____ao__ - _ 100 10 10(C) 10(r�_ _. emee0 11/5190.71119190,11118191,110192,7119195,817/95,618194,5/15/95,8/1919$,6118/98,4/15/97,8/3/99,114100,8'15104,sns/9s 40 100 F 14 LZ III(C�. 20 _ f _... 40 Ste}_. . .;.(t_1M 2l1_ • • ARTICLE II-PAGE 31 S-l8-15 L.0\- O Rana 50 tew S`n9e1 c )-t 7' 150 t $O,2Q/5F 13asemerlr z Li 5,5' x '11 = 500, 5' 10.5' x2' = 2,1 ' 26,5'x I2,5 ' =, 33L 5� -11x- 5►' Hoof = SO' ,r 3S‘ = 1 ado sF- - (15.5,c = (5) = (39) -(11.5x3) (34.s C2-7 _ _ (54) C11 xa = (9c0 114641 , 51 Seconol Flocs = ii-1' x c(R 14.5x a = (- 352� - (tia) (6 )( 1 ') _ 02) (5-z) (' x (11 IToc \ SF t 3,9 30 sr--/ Tol-ak Fee = 150 } (39303r- x 'O,aO sr-) s 936." i 1 1 � ` f i ! I l I 1 °GA s City of Saratoga Springs ANTIiONYJ.SCIROCCO 5P •P COMMISSIONER - � OFFICE OF PUBLIC WORKS 5 Lake Avenue TIMOTHY J.COGAN DEPUTY COMMISSIONER "x Saratoga Springs,New York 12866 —4104,41P1/ Ao �--' . .�' Phone 518-587-3550**Fax 518-587-2417 . /rop,6 RATED ‘c;"•3‘c;"•3wwwsaratoga-springs.org NEW WATER SERVICE CONNECTION AGREEMENT &APPLICATION FORM Property Owner's Name: ,Me 44Lt � Project Name(if applicable): Li D "if?) Property Address: Ze/ G Q/ f Tax Map#: 263-/ - 2- Size of Tap (chec one below): El 3/4" 1 0 Greater than 1": RESIDENTIAL NON-RESIDENTIAL Minimum fee is $3,000 for the 1st dwelling Minimum fee is $3,000 for the 1st unit of water and$2,000 for each additional dwelling and $2,000 for each additional unit of water. A unit of water is 14,000 cubic feet of water per year. Number of Dwellings: Estimated Cubic Feet of Water per Year: Appraised Value: L! If$120,000 or less please provide copy of certified appraisal Permit Fee: 3, 0O U. D To be paid in full without any contingencies or protest, on or before the Building Inspector approves the rough plumbing, including the installation of the water meter, or at the time of the issuance of a tapping permit. The undersigned acknowledges the fees as estimated above and outlined in the City of Saratoga Springs Water Ordinance and Resolution, section 12,printed on the reverse side of this document. The undersigned represents to the City that they have full and complete authority to execute this document and find and commit the developer to pay fee(s) as required by the City Water Ordinance. This agreement shall be binding on all of the undersigned transferees. The undersigned acknowledges that a copy of this document will be delivered to all appropriate and necessary governmental entities, and the undersigned further acknowledges that it shall pay as provided herein. Authorized Signature: ompany Name: b /T �!.l'Ld.vi c if. Company Address: 27' / S 44.eN tY`a.Q, V ,d ., Phone Number: S7I.- 8S 7. 9 '7S.f Date: y,20 Department of Public Works Approval: Date: Rev Account—WATCON Zimbra https://m.saratoga-springs.org/h/printmessage?id=7680&tz=Americ... Zimbra michael.carlson@saratoga-springs.org Re: 2237 Route 50 From : Michael Carlson <michael.carlson@saratoga- Tue, May 19, 2015 10:26 AM springs.org> Subject : Re: 2237 Route 50 To :William Balogh <wbalogh@amedorehomes.com> Cc :tdrake <tdrake@empirerealestatemgt.com>, Mike Caruso <mcaruso2@nycap.rr.com>, susan barden <susan.barden@saratoga- springs.org>, Lindsey Gonzalez r <lindsey.gonzalez@saratoga-springs.org>, bsteenbu@nycap.m.com Bill, Thanks for the revisions . In order to process a building permit Lvx o.5 ?' you still need to address the following items : \L f*6 You need to get DRC approval. Contact Lindsey at x2533 . ® fpmet&re / 'vim- �' ` r 12 X I talked with Susan about the zoning issue and she would like to a deed to show that are in com liance with provideyoup the following zoning ordinance 5 . 5 .0 for Nonconforming lots which states "The owner of any lot in a residential district which does not conform to the district ' s minimum lot size and minimum average width requirements may erect a single family residence or accessory building if the lot legally existed on or before January 19, 1970 and is not under the same ownership as , ,p��-c`'J any adjoining land. "—5usA"' 5A'0 cls w`Th tel - S.5 . 46 e-,c, r+ c,,,,,, dec t 5'� S-P'S 3) The building permit fee balance is $786. 00 4) You still need to provide a septic design in order to get a septic permit - this will not affect the building permit . If you have any questions please let me know. Michael Carlson Assistant Building Inspector City of Saratoga Springs, NY 1 of 4 5/19/2015 10:26 AM Zimbra https://m.Saratoga-springs.org/h/printmessage?id=7680&tz=Americ... 03 (518) 587-3550 x2541 Original Message From: "William Balogh" <wbalogh@amedorehomes . com> To: "michael carison" <michael . carlson@saratoga-springs . org> Cc: "tdrake" <tdrake@empirerealestatemgt. com>, "Mike Caruso" <mcaruso2@nycap. rr. com> Sent : Tuesday, May 19, 2015 9: 57 : 36 AM Subject : RE: 2237 Route 50 Michael, Attached are the changes to comments 3-8, if you have any questions feel free to call me. Thanks, Bill Bill Balogh Designer/ Project Manager Amedore Homes 1900 Western Ave. Albany, NY 12203 Office (518) 269-3538 Fax (518) 456-1999 Cell (518) 701-3280 Email : wbalogh@amedorehomes . com Original Message From: Todd Drake [mailto: t2drake@earthlink.net] Sent: Monday, May 18, 2015 11 : 14 AM To: William Balogh Subject: FW: 2237 Route 50 There are questions below that will need your help for Thanks Todd Original Message From: Michael Carlson [mailto:michael. carlson@saratoga- springs .org] Sent: Monday, May 18, 2015 10 : 39 AM To: bsteenbu@nycap. rr. com 2 of 4 5/19/2015 10:26 AM Zimbra https://m.saratoga-springs.org/h/printmessage?id=7680&tz=Americ... Cc: t2drake@earthlink.net; Lindsey Gonzalez; susan barden Subject : 2237 Route 50 Brett, I have finished reviewing your plans for 2237 Route 50 and I have the following comments : 1) This lot is located in a architectural review district and will require Design Review Commission Approval. You will need to get this prior to a building permit being issued. You may contact Lindsey Gonzalez at x2533 with questions regarding the DRC process . 2) The minimum lot size in a RR district is 2 acres and the min. average width is 200 ' . Your lot is . 917 acres and your mean width is 199 . 91 ' - you will need to get a zoning variance prior to a building permit being issued. You may contact Susan Barden at x2493 with questions regarding this issue. 3) The balance due for the building permit is $786. 00 - Please make a check or money order to the "Commissioner of Finance" . You can wait to do this until after the first two issues are taken care of. 4) On Page A9 of the drawings under important notes #8 please change the design loads for the roof from 40PSF to 50PSF Ground Snow Load. 5) Please ** window K on sheet A2 as that will need to be tempered as well since it is above a tub. 6) Please add 6 mil poly vapor barrier under the garage slab. 7) Please provide front porch details : what is beam, posts, roof rafters, & ceiling joists made of? 8) Please provide rear deck details : sonotubes, posts, beams, floor joists, decking, guards, ledger, flashing, connectors, etc. If you have any questions with #3-8 please feel free to call me at x2541 or respond to this email. 3f4 5/19/2015 10:26 AM Zimbra https://m.saratoga-springs.org/h/printmessage?id=7680&tz=Americ... 7 , t Michael Carlson Assistant Building Inspector City of Saratoga Springs, NY (518) 587-3550 x2541 Confidentiality/Privilege Notice: This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual (s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error, please delete it and notify the sender by return e-mail. Thank you for your cooperation. 4 of 4 5/19/2015 10:26 AM Zimbra . https://m.saratoga-springs.org/h/printmessage?id=8106&tz=Americ... Zimbra michael.carlson@saratoga-springs.org Re: 2237 Rt 50 From : Susan Barden <susan.barden@saratoga- Mon, Jun 01, 2015 10:09 AM springs.org> Subject : Re: 2237 Rt 50 To :T Empire <tdrake@empirerealestatemgt.com> Cc : Michael Carlson <michael.carlson@saratoga- springs.org>, Stephen Shaw <stephen.shaw@saratoga-springs.org> Hi Todd, I provided the deed and additional information to Steve Shaw, Zoning and Building Inspector. As discussed, he would make the determination with regard to the lot. In addition, approval from the Design Review Commission (DRC) is required. You can find the DRC application on the City's website www.saratoga-springs.org under "forms and permits". Please let me know if you have any questions. Thanks, Susan Susan B. Barden, AICP Senior Planner City of Saratoga Springs 474 Broadway Saratoga Springs, NY 518-587-3550 ext. 2493 From: "T Empire" <tdrake@empirerealestatemgt.com> To: "Susan Barden" <susan.barden@saratoga-springs.org> Cc: "T Empire" <tdrake@empirerealestatemgt.com> Sent: Sunday, May 31, 2015 11:38:15 AM Subject: 2237 Rt 50 Susan We have not spoken in a couple of weeks,and,I would like the opportunity to find out where we stand with the lot above.Last we spoke, you were going to review the deed to make sure that our original plan,that you and I had discussed,was still valid.I have been working for 5 weeks or so to get the building permit process finalized,and,would like to make sure that this most crucial step is identified and resolved 1 of 2 6/1/2015 10:09 AM Zimbra ,n https://m.saratoga-springs.org/h/printmessage?id=8106&tz=Americ... as soon as possible. Thank you for your attention to this matter. Sincerely, Todd Drake Empire Real Estate Management, LLC Real Estate Marketing & Property Management Services NYCRAA Board Member 279 Troy-Schenectady Rd Latham, NY 12110 518.369.7247 office 518.320.8584 fax www.empirerealestatemcit.com Confidentiality/Privilege Notice: This e-mail communication and any files transmitted with it contain privileged and confidential information from the City of Saratoga Springs and are intended solely for the use of the individual(s) or entity to which it has been addressed. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or taking any other action with respect to the contents of this message is strictly prohibited. If you have received this e-mail in error, please delete it and notify the sender by return e-mail. Thank you for your cooperation. 2 of 2 6/1/2015 10:09 AM Zimbra https://m.saratoga-springs.org/h/printmessage?id=8033&tz=Americ... Zimbra michael.carlson@saratoga-springs.org Fwd: 2237 Route 50 From :Susan Barden <susan.barden©saratoga- Wed, May 27, 2015 05:38 PM springs.org> Subject : Fwd: 2237 Route 50 To : Stephen Shaw <stephen.shaw@saratoga- springs.org> Cc : Michael Carlson <michael.carlson@saratoga- springs.org> Hi Steve, This is in regards to a building permit app. that Mike is handling for a new single-family residence on Route 50 S. The lot is undersized in RR. I will leave the deed with you. It appears that the lot is not owned in common with other adjoining lands . Thanks Susan B. Barden, AICP Senior Planner City of Saratoga Springs 474 Broadway Saratoga Springs, NY 518-587-3550 ext . 2493 Forwarded Message From: "T Empire" <tdrake@empirerealestatemgt . com> To: "Susan Barden" <susan.barden@saratoga-springs . org> Sent : Wednesday, May 20, 2015 7 : 44 : 54 AM Subject : RE: 2237 Route 50 Ok - please let me know if I need further action as soon as possible. We are gearing up to begin this job. Todd Drake Empire Real Estate Management, LLC Real Estate Marketing & Property Management Services NYCRAA Board Member 279 Troy-Schenectady Rd 1 of 9 5/28/2015 8:49 AM 1 General Find .. , s a �� ,« lkq N wca ,� 9 • My) Fie dit Tools 'Help ! • -. •Bll information :......• Alerts'._,._ • A Pa ent .. PP�! Ym Parcel 203.-i 2 d ,;:;;;O:01;;:'. ��� w Allocate Char es Effective Date 03/02/2015 _ 9 A t ' Location NYS RT 50 ' ; .Effective Date ` Name **VARIOUS'** ( 0; 1 Reset Payment BOls ;Year Cat I Bill N Orig Billed Activity Unpaid BE Due Now Payment Amount ` 2015 RE-R i 10588 i 0 254 80 00 254:80 249.08 0,00; •` Q _. 2011 TLS 274 ❑ 49196 136 30 628,26 628 26 .E28„:126;:'. 2011 TL-R 273I❑ .317691 92.80; 410.491 41049; 410.49 2010 TLS 185 0 480 70 18819 668:89' 668 89 568 89` 2010 TL-R I, 18410'; 310.79L; 128.74 439.531 439.53; 439.5 E'' ._ • { fir1 : : L .., 1 # E , • , f.. i. , Totals_ . lV, , Payment amount 2147.17 1 Due now _-2396.25 OOMMIS$,O(v€R v ri+`.,,vci. Unpaid . • • 240197' .=OVR .l SARATOGA COUNTY—STATE OF NEW YORK SARATOGA COUNTY CLERK ;+ , `•;�• CRAIG A.HAYNER 40 MCMASTER STREET,BALLSTON SPA, NY 12020 COUNTY CLERK'S RECORDING PAGE '"'*THIS PAGE IS PART OF THE DOCUMENT—DO NOT DETACH*** III I I 11111 I 1111 11 II Recording: Pages 10.00 Cover sheet Fee 5.00 Recording Fee 20.00 Cultural Ed 14.25 Records Management - Coun 1.00 INSTRUMENT #: 2015006139 Records Management - Stat 4.75 RP5217 - County 9.00 Receipt#• 2015211959847 RP5217 All others - State 241.00 Clerk: � LW Names 0.00 — Rec Date: 03/04/2015 12 :48:42 PM TP 584 5.00 Doc Grp: D Sub Total : Descrip: DEED 310.00 Num Pgs: 3 Transfer Tax Partyl: M AND T BANK Transfer Tax 72.00 Party2 : CARUSO MICHAEL Sub Total : Town: SARATOGA SPRINGS 72.00 Total : 382.00 **** NOTICE: THIS IS NOT A BILL **** ***** Transfer Tax ***** Transfer Tax #: 4151 Transfer Tax Consideration: 18000.00 Transfer Tax 72.00 Total : 72.00 Record and Return To: ANTHONY CARDONA ESQ MAGUIRE & CARDONA PC 16 SAGE ESTATE MENANDS NY 12204 a .£ -I a. BARGAIN & SALE DEED THIS INDENTURE,made this I VA—day of February,Two Thousand and Fifteen. BETWEEN M&T BANK,with its principal place of business at 475 CrossPoint Parkway,Getzville, NY 14068 party of the first part, an. MICHAEL CARUSO,having an address at 1823 Western Avenue, Albany,NY 12203 party of the second part, WITNESSETH that the party of the first part,in consideration of ONE& 00/100 ($1.00)DOLLARS lawful money of the United States, and other good and valuable consideration, paid by the party of the second part, does hereby grant and release unto the party of the second part,his heirs,successors and assigns forever, ALL THAT TRACT OR PARCEL OF LAND,situate in the County of Saratoga,Outside Tax District of the City of Saratoga Springs,N.Y., and being a portion of the premises formerly comprising the Shutts property so-called,on Route 50 as follows: BEGINNING at a point on the westerly side of Route 50,364 feet northerly from the southerly boundary of lands now or formerly of Willard J. Grande, at its junction with the westerly line of Route 50, said point being also 200 feet northerly from the northeasterly boundary of lands heretofore conveyed to William J.Sheft; running thence northerly along the westerly line of Route 50,200 feet;thence westerly at approximately right angles to the west line of Route 50,200 feet; thence southerly parallel with Route 50,200 feet to a point 200 feet northerly from the northwest corner of lands of William J. Sheft;thence easterly parallel to said Sheft's northerly line and 200 feet distant therefrom,200 feet to the west line of Route 50,the point or place of beginning. Property Address:NYS Route 50, f/k/a Lot 0,Route 50,Saratoga Springs, NY 12866 Tax ID No.:203.-1-2 BEING the same premises conveyed to M&T Bank,by Referee's Deed, made by John M.WhPlyden Fcn 011 ('o„+,�1 n,,,..,,,,.T.n,.., A 1L_____ T,_... �, , .t , , ,� f THIS conveyance is made with the unanimous consent of the shareholders and directors of the Grantor. This conveyance is made in the ordinary course of business of the grantor and does not constitute all or substantially all of the assets of the Grantor. TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,his heirs, successors and assigns forever. AND said party of the first part, covenants that the party of the firstart has notp done or suffered anything whereby the said premises has been encumbered in any way whatever, except as aforesaid. AND that in compliance with Sec. 13 of the Lien Law,the grantor will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement;and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the dayandyear first above written. M&T Bank By: '`EJ"tity ,tiK2/CoA/44 Title: 24a40/1/6 e iEl L1 STATE OF NEW YORK ) COUNTY OF ERIE )ss.: On the I 8.44--day of February in the year 2015, before me, the undersigned, personally appeared I f iafiC.alLLol , personally known to me or proved to me on the basis o satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. INOTARY PUBLIC STATE OF NEW YORKI z 402-7 / 77 1 � L3 J. s s A- OA- 11 ts--" PJ-)E— 2-) z 1'10 CAT -3/ 13O Y 1 ke CERTIFICATE OF COMPLIANCE CITY OF SARATOGA SPRINGS, NEW YORK Certificate of Compliance No. 20190121 Date Issued: 01/28/2019 Application No. 20150274 Building Permit No. 20150852 Owner MICHAEL, CARUSO Address 2237 NYS RT 50 Tax Map I.D. Number 203.-1-2 This is to certify that the PRIVATE SEPTIC SYSTEM named above is in compliance with applicable codes, ordinances and approvals and is ready for occupancy as a: PRIVATE SEPTIC SYSTEM Assistant Building Inspector -/t/ 111 OO 203.00-1_A O yaw O hAREA: 39,967±S.F. g1.• 0.9175tAc. tio a 'NO O 100' SETBACK - aN o �"l � C dFLLw kg e 3 ci Li CD 0 m 4 BEDROOM HOUSE o � z om= .- OR CO '"=agS� O a1rt_DBEs' A `^� ,�sg J IV FO SETBACK. �'_ A-'= .Ip: � sF' r' 'gAc -1 6g. ,t6 ,,.;,...A4v 5 LATERALS AT 50' DISTRIBUTION ~ BOX 1250 OAL.SEPTIC c., 1 TANK ma o a N 55°57'46 ' E 399.35' N 55°55'1 � 199.91 ' L\ =60. 1E4 go 2 tl iw S 55°57'46" W 199.91' rz r \ z ' o w • rn a a F W EDGE OF PAVEMENT w S 5650'58" W 407.77' g wF .Itq — � A VA o DLi'maI1A 00wN oz cn a�5 '. I- 4. I., CITY OF SARATOGA SPRINGS i BUI:LDING DEPARTMENT itPH. 587-3550 FAX 580-9480 INSPECTOR REPORT PAGE "I OF 1 JOB SITE 22 3-7 gatr4-e 50 SeLT# W i�nn1S®Se J 7., FILE# 20/50754 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL , CONCRETE CONCRETE INSUL. INSUL. 112 5O qa 11 on 5epAi c, Taai IC 1)- Oox w+1t, 5peed l.ev'ler5 (5) 50' 101+vt 15 w j ea d c*-p5 igr ‘710 tilde a5 Vlk : oy_ cy‘ 1-Z15-Ie Dw a PASSED ) CONDITION AS i OTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE / 0-5-1015 INSPECTOR -tit. C��I „K' SA BUILDING PERMIT TO CONSTRUCT PRIVATE SEWAGE DISPOSAL SYS ,r) � . Permit Number: 20150852 RPORATEO Date: August 5, 2015 Permission is hereby granted to the below owner or contractor for construction in accordance to application 20150274 together with plans and specifications hereto filed and approved and in compliance with the provisions of the Codes of City of Saratoga Springs,New York. Permit Issue Date: 08/05/2015 Permit Expiration Date: 08/04/2017 LOCATION PERMIT CLASSIFICATION Sect/Block/Lot: 203.-1-2 Permit Type: B BUILDING Street:2237 NYS RT 50 Work Type: 24 PRIVATE SEWAGE DISPOSAL SYS Zoning District: RR RURAL RESIDENTIAL Prop Usage: R-3 RESIDENTIAL- 1 &2 FAMILY i• Occupy Class: R Const.Class: VB OWNER CONTRACTOR MICHAEL CARUSO MPC CONSTRUCTION SERVICES 1823 WESTERN AVE 2244 MAXON ROAD EXT. ALBANY,NY 12203 SCHENECTADY,NY 12208 518-857-0992 518-365-4032 APPLICANT MPC CONSTRUCTION SERVICES 2244 MAXON ROAD EXT. SCHENECTADY,NY 12208 518-365-4032 Total Value of Work: Number of Bedrooms:4 Application Date: 04/21/2015 Permit Issued By: JB Permit Fee: 150.00 Scope of Work: TYPE R-3,NEW SINGLE FAMILY DWELLING WITH PRIVATE SEWAGE DISPOSAL SYSTEM Comments/Conditions: Zoning . . Buildi•technician s. City of Saratoga Springs y:� .�3 ' Y BUILDING DEPARTMENT .ro CITY HALL-474 BROADWAY-SARATOGA SPRINGS, NY 12866 PHONE 518-587-3550 - FAx 518-580-9480 APPLICATION FOR PRIVATE SEWAGE DISPOSAL SYSTEM INSTALLATION PERMIT PROJECT SITE ADDRESS 2237 104/7t �v ZONING DISTRICT AA Application is hereby made for the issuance of a permit for the installation of a private sewage disposal system (including any part thereof)on a private property in the City of Saratoga Springs, pursuant to Chapter 231 and Chapter 240 of the Code of the City of Saratoga Springs. The owner, applicant and contractor agree to comply with all applicable NY State Health Department(Appendix 75-A)and local regulations and ordinances, all conditions expressed on this application and agree to arrange for authorized city inspectors to enter the premises for all required inspections. The following shall also apply: 1. APPLICATION MUST BE FILLED OUT COMPLETELY. Signatures of property owner, applicant and contractor are required. Detailed drawing(s)and description of the proposed sewage disposal system shall accompany this application. Plans shall bear the seal and signature of the New York State licensed professional. 2. A survey, as required for new construction, or a to-scale plot plan must accompany application and must show: (a)lot configuration and dimensions; (b)all buildings or structures on the lot and their distances to each other and to the lot lines; (c)location of and distance to any water systems/disposal systems, any existing and proposed wells, any waterways, ponds, etc., on this site or on contiguous sites; (d) location of all proposed silt fences and construction entrance. The silt fence and construction entrance must be installed and maintained in accordance with the NYS Standards and Specifications for Erosion and Sediment Control. 3. Contractor must provide: (a)a certificate of liability insurance showing a minimum one million dollars per occurrence, with the City of Saratoga Springs listed as additional insured and certificate holder; (b)certificate of workers compensation insurance, on either the State approved C-105.2 form or the U-26.3 form; (c)certificate of disability insurance, on either the State approved DB-120.1 or DB-155 form; (d) hold harmless agreement. 4. A permit fee of$150.00 (check made payable to Commissioner of Finance), must accompany application. 5. Results of percolation tests and deep hole tests are required with licensed professional's stamp, as witnessed. 6. Construction of the proposed system shall not commence prior to permit issuance. Minimum 24-hour notice is required for all inspections. Any deviation from the approved plan(s) must be authorized by the licensed professional and the Building Department prior to inspection. 7. Inspection by the Building Department is required prior to any portion of the system being covered or backfilled. 8. In accordance with Section 231-15, the owner shall operate and maintain the private sewage disposal system in a sanitary manner at all times, at no expense to the City. 9. In accordance with Section 231-14, at such time as a public sewer becomes available to this property, a direct connection shall be made to the public sewer in compliance with applicable City codes, and this private sewage disposal system shall be abandoned and filled with suitable material, in accordance with generally accepted practices. 10. As-built drawing of the system shall be submitted to the Building Department once the final inspection has passed, and prior to issuance of a Certificate of Occupancy for the premises. FOR STAFF USE ONLY: --te�ll �rl ^/ l FILE# 150-7 5t a APPLICATION# ace)) �.+0 L--1 DATE/TIME APPLIED 3-`) PERMIT# Olfo RECEIVED BYtAPPL3f ISSUED REVISED 1/20/11 t - ' APPLICATION INFORMATION FOR INSTALLATION OF PRIVATE SEWAGE DISPOSAL SYSTEM All information requested below must be completed along with all the required signatures. Location Information JOB SITE ADDRESS 2z37 kruTti sd TAX ID# 203 .00— ( •- 2- SYSTEM COST$ NUMBER OF BEDROOMS 4- GARBAGE GARBAGE DISPOSAL? YES 0 40 0 HOT TUB/SPA YES 0 4,1ZU PUBLIC SEWER AVAILABLE? YESNO 0 DISTANCE TO SEWER FT PROPERTY OWNER INFORMATION Al- OWNER'S NAME cotweilsib4c 14.44p..4t PHONE 57%--gS 7-0442-722(7- q7,, ADDRESS 274 `77 ` -ti 07 EMAIL 't2Clr 1-Q Q QQ ���.� • ' VIA'7Y(�t+w� km 114 I o / 7tj.- OWNER'S SIGNATURE DATE APPLICANT INFORMATION(IF APPLICABLE) APPLICANT'S NAME PHONE FAX ADDRESS EMAIL APPLICANT'S SIGNATURE DATE CONTRACTOR INFORMATION CID# 7 I ("5. COMPANY NAME l'oPC /a. i1 11 of 5a in PHONEOt•3(,S L(O'SZ FAX f ADDRESS 2244/'N A EMAIL MK co„S�v1tt lo;N �At. Q ASO;"),re+ 5.44Cn/1 CT)141/4/ M/ (2ZOS CONTRACTOR'S SIGNATURE DATE LICENSED PROFESSIONAL INFORMATION COMPANY NAME I Tr S7EGs4K 12404, 'aE PHONE 3657"b67„.c- ADDRESS 2832 P6Ae4. ' FAX 1t 2-930 i (p 5-1-0 Ni SKA'Y u,.4 "el /2 Sag EMAIL t)theri bttO n eta a. rY to•r PROFESSIONAL'S NAME D(14i STE-tS.,►g1.4126t f NYS LICENSE# 015-'45-0 OTHER PERMIT REQUIREMENTS(PROVIDE COPY OF ANY THAT APPLY) BUILDING PERMIT OES NO 0 D.E.C. PERMIT YES 0 6) FLOOD HAZARD DEVELOPMENT PERMIT YES 0 NO STATE HEALTH DEPT PERMIT YES 0 10 0 SOIL DISTURBANCE ACTIVITY PERMIT YES 0 le OTHER bDI NA, 444 g; NO 0 WORK TYPE(CHECK APPLICABLE BOX) RESIDENTIAL PREMISES: NEW SYS EM 0 REPAIR/REPLACEMENT/ENLARGEMENT OF EXISTING COMMERCIAL PREMISES: 0 NEW SYSTEM 0 REPAIR/REPLACEMENT/ENLARGEMENT OF EXISTING OTHER(EXPLAIN): REVISED 1/20/11 A , CERTIFICATE OF OCCUPANCY ai : -t'.,) AO. '‘, .7, CITY OF SARATOGA SPRINGS, NEW YORK 43 /�raI`'PORATE0 `�� Certificate of Occupancy No. 20161061 Date Issued: 10/11/2016 Application No. 20150274 Building Permit No. 20150756 Owner MICHAEL CARUSO Address 2237 NYS RT 50 Tax Map I.D. Number 203.-1-2 This is to certify that the ONE FAMILY HOUSES-DETACHED named above is in compliance with applicable codes, ordinances and approvals and is ready for occupancy as an: R-3 OCCUPANCY, NEW SINGLE FAMILY DWELLING. Assistant Building Inspector , i _ CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT �� PH.(518)587-3550 x2511 FAX(518)580-9480 INSPECTOR REPORT PAGE I OF r JOB SITE 2?3' 1 }POtATE 50 PERMIT# 201(4.0-156, FILE# 2ot50756 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. A. 1 PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE /0/it /(6, INSPECTOR b. MI( LL,O .- CITY OF SARATOGA SPRINGS 4 � BUILDING DEPARTMENT PH.(518)587-3550 x2511 FAX(518)580-9480 INSPECTOR REPORT PAGE I OF l JOB SITE 22 31 I aL . 50 PERMIT# '0150-I56 FILE# Zie)(54n75 c FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH FIVAC INSUL. SEPTIC OTHER dillM BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL, COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. KE(.^ i .iTY/ Fist FF:L.C%y l T t 1 `T ds -1 J e E I-EC R-44EL .r. ELS Ci -PS FLED 1,14 14K Arbkovvi ...rca".4 v1/46k-TER , VAri>e-.R 14A Rtu ' _"-ik sVizPC)A,vi t's- te. W'Lid MeV,/ Vi Li- b.per t & y To B < 1" if* EY`�" PE' JTT0sO T Ce MrLt-T ', 3 PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED N.\ STOP WORK INSPECTION DATE L 3O J INSPECTOR___________________N i - CITY OF SARATOGA SPRINGS s• 1 ;t4 •--' BUILDING DEPARTMENT PH.(518)587-3550 x2511 FAX(518)580-9480 . I • INSPECTOR REPORT PAGE 1 OF I JOB SITE 2 2 31 Re,tx.TE So PERM[T## 201 (:)"7,56. , FILE# 20/SOTS ROUGH FOOTINGS FOUND. FOUND. FLOOR ROUGHHVAC INSUL. SEPTIC OTHER 4101111IW BEFORE REBA R BEFORE SLAB FRAME PLUMB BEFORE. BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. '.. 111:& 46... . 7 ..-- (:). KEED E.itERny CERT Tbs P C; F)ANV L 730)( e) 13,02vSEmENIT TACutivrtz$Nt Com-METE E)ec.ffe 1Fo K At( PAt.it_ BoX .72k--RE v.-- "fps- all=011.0MIMM-0/- riliTaw-i- 11 _ .... JP. Mk 7..... J.0 ... VE - ewv- - " w•rai "I' ,0 ` 1-0 ' '' v - f.. * - "I i DuYV APFIDAVer t-t-6--iffitki — A- L FAct L1Tt E.5 FuNicrtot4 /444-ftvvrier, VAP64; BARRIER 644 .444.1) za-4, v,fR. AFFurpAve( -EccA6 7F 7.424K-e-75--,Qcv...KEP, , . AFFLX-e:D----S-E- Ect--+AIF.-WPs--? 6k PASSED CONDITIONS AS NOTED REINSPECTION R.EQUI RE FAILED STOP WORK INSPECTION DATE 5/25/N, INSPECTOR I)• 1\4(LLEP. n V, CITY OF SARATOGA SPRINGS , ,' - BUILDING DEPARTMENT .. PH. 587-3550 FAX 580-9480 INSPECTOR REPORT PAGE i OF 1 JOB SITE 2237 Po- PERMIT# 20150756 FILE# Z01SO754 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. A IA- iic A,S Cc,a,p l e3-e 101C-- 4-o G©veid . PASSED1/4*D*** CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE 1Z'13-205 INSPECTOR N1re CaOSUS T111Y.i i -`.� s,:, CITY OF SARATOGA SPRINGS 3 .4; Y BUILDING DEPARTMENT .,, PH. 587-3550 FAx 580-9480 • INSPECTOR REPORT PAGE I OF I JOB SITE 2 Z37 Rou3C 50 PERMIT# 20150756 FILE# 20150756 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. O 1 -n 14e).-.5 *-•s _& Vro',1de well CO3,ple-hoe, 11e5r Res}s = S+-11 nee of *,)O Firecc.ul K cow-pl a-t = 406 Need 40 -ire cc& P} 46p Pl€k - 1i VAC dvci-440,V Ar - ?Ii '.-bl.�. p,w.v. ACFida..13 = 5 -iil need ©n Ist Fbor in4e.eicecvn1ls (erFiKPlace Veii1ir `= 51-W+ need Insoc.. .Gn O1< #0 CoVe's CP`1,115 R-33 Kra c4. 2"`"( Floor only. sW ki- 4.115 -Zi wl Pot7 f1Ci - e,F need 40 See ;e: 6' be fort 04fr 13As'eipn4- Wel ii = Na} Daily Ye• Yov CAN coves 15T Floor- Window V Fac(-c'- = 0. 30 onoiew I,- Dow gEclDees ins✓l -1-ed = O K f=1oo� 3 nST C,au,h Ps ►d'' �rh/ac1L = 1�© Comp a pr©�>dr sal,d bluer;� iiVe yo✓ °Ad 1I e, for i...41 //5 or till Gut / ib°' tI)de ins✓1w -1on4'. t( o(P , 2.11' floe OA 4} I-6 X2 +-6 PASSED CONDITIONS ASNOTED REINSPECTION RE•UIRED FAILED STOP WORK INSPECTION DATE 12. - 15- I.J INSPECTOR 1 I I lee C n(1 SOn „ u. '°”illi CITY OF SARATOGA SPRINGS 1-" BUILDING DEPARTMENT • „ '.-- PH. 587-3550 FAx 580-9480 / INSPECTOR REPORT PAGE C OF I______ ----bJOB SITE V.2 77 IZ'L"D PERMIT# 0 1 5` FILE# aO / �Q2 FOOTINGS FOUND. FOUND. FLOOR '♦U” ROUGH HVAC INSUL. N SEPTIC OTI-IER FINAL BEFORE REBAR BEFORE SLAB PLUMB BEFORE BEFORI: BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE ++ CONCRETE / INSUL. / -Fx- O.f-e cI f`T ,OG/-,O 0 p 1 P I •Pl. :103745'. acct Va JJ d GPS i gar-C-7-1 / h; fresco / ` a� w.LG ta^l� e.ce7�i,a.�lb.e s 4 4P t� V¢�ti'�(,e ciao, ) litipe-5 4-- N - 7 , s l S-e G 4t.,, f 7 1/ • s A A 4 4 10, p rift 9Rpy..; 71-4111.�.1/4P,✓' -/,dxetc[,4O h c kit-e-4 4- 1L,J, /C4. c/, -A. Se.CEP►tij cls 0 ,le,44,--s — E.:43/� aIle- Ite.44-.PK Lie-Jim) -0 ,/ i PASSED CONDITIO S AS NOTED REINSPECTION REQUIRED 011111111011, STOP WORK INSPECTION DATE r i INSPECTOR -. I • _____ '.igli CITY OF SARATOGA SPRINGS { ` µ BUILDING DEPARTMENT PH. 587-3550 FAx 580-4480 INSPECTOR REPORT PAGE 1 OF JOB SITE Z ` 3 I ROU-e 50 PERMIT# 20150156 FILE# 20 ISO75 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. ,� W rrum �Jinq Rel nspec on � ©n 'ne.t ®n II-75--I5 (p.,rs)k. e' 0,, a Me}cr �. ..,.i: if,I '.,,, 1 it No 6k1wait,, neeot rirebloG�'rn5 = ci,oc:.\c, 'r4erioV t..2`'1\S /1 ,1,- \r 5'�Ic, uel wt'11� KQOY}- lv^hl. 5,0,e1r Lt r7 e5 = k0 �5k air Vvl',Op, end o� Flu PIV1- 6 0.1.%),v. 1,4neS = GIA.L. P, l,dc,,jt)- No WA- t--le4v Silt S p rieedea i fl IST floe, hedtoot,/ l7a,e ©PA et,=Ct. wlt( be 1.15f0//e, koo F = 0 l Tlooi 0 is pv\e ect 5 e e .(' ri p I c,ce i- Ot F y-4,o J-)Y\1- AT \l‘54)1C44-‘00 • U 1C- A-0 f n s vio1.e. 1 L I ASSED ' a NDITLONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK INSPECTION DATE /a' J-2015 INSPECTOR h i ke Cc 1SO n ���r. CITY OF SARATOGA SPRINGS :km,�; 1. - BUILDING DEPARTMENT {;t .- PH. 587-3550 FAX 580-9480 • INSPECTOR REPORT PAGE / OF / JOB SITE 2• 3 7 4 5 PERMIT# 20/c0 WC. FILE# Of:)/52,75-g FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH FIVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL INSUL. ✓ 61(41r<W ,I akib‘01 do,c U fir/t, 57 wr/ 1 &n4L'L '` ISlc 4 • ( 641-1 1.,eI-cr ;HS /Ccs Leer . /1/4„, Z. - r-74,,/f :„, rte- F 1�� f, Y,------ c4 - /thief 'i fv» Z-47.1=-4- -"" Ail ;/ I 1= - Ai ; / /Gs) ;164/ SD /' /,,,r I4, 77 PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED �i STOP WORK INSPECTION DATE WO,* INSPECTOR ,�/ / . s.,r«s sr. CITY OF SARATOGA SPRINGS ; '- BUILDING DEPARTMENT .�,.I: PH. 587-3550 FAx 580-9480 INSPECTOR REPORT PAGE 1 OF I JOB SITE R,23-7 Roue 50 PERMIT# 20150156 FILE# aZO i 5075 FOOTINGS FOUND. FOUND. FLOOR ROUGH. ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. BHc -f Rens pec4om i3AcuF n Gwen -Free o1 debos s OK Wait res Re ywo ved _ OK 10k 4-o bbce-A'l! .] PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK Q INSPECTION DATE !-23-2015 INSPECTOR Hi �,e Car)sof CITY OF SARATOGA SPRINGS t, -x - BUILDING DEPARTMENT -`'�. PH. 587-3550 FAX 580-9480 INSPECTOR REPORT PAGE 1 OF JOB SITE as 37 Rome 50 PERMIT# 20150756 FILE# 420i50756 FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH MVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. ENSUE. 4 B.R,,' c rec -e off' debris = • Remove sock bo-iHfes4- Wood .00,, bolcrAigc 0 Farris r Ginn -Hes removed = Remove watt fie; AT q,4r445e 4- pcvd Ar q5 D9,11-1)coo f n3 A/Tiled= (Yi< cJ Wo11 Cer,4ered On Foolirn OK PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED41" STOP WORK INSPECTION DATE Q-2.02-2015 2015 INSPECTOR 1 li Ke Ceir150n ' :Ar,, CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT t.,`„..` PI-I.587-3550 FAx 580-9480 INSPECTOR REPORT PAGE I OF JOB SITE nn 4 SO PERMIT# 7O/5-07S-6 FILE# A,/SO7c FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC !NSW- SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE INSUL. INSUL. - a? *e 4( lArt.z.-4,4 re,,,_ ....4. 6,,,i4.„, ..... 6, ...,.,ie-- 4-,c a) ,c...1,..�, a°'`-/a°'`-/U eV,' If ' - 'r---(-----!%;:._._._._1—;1142----c-----s--> I-,--4 PASSED CONDITIONS AS NOTED REINSPECTION REQUIRED FAILED STOP WORK p INSPECTION DATE ///*7-' ' ' INSPECTOR 40, / CITY OF SARATOGA SPRINGS f. 1.*:; BUILDING DEPARTMENT `',< PH. 587-3550 FAx 580-9480 INSPECTOR REPORT PAGE 1 OF JOB SITE 37 Roo-re 50 PERMIT# o(O15O-754, FILE# 201507% FOOTINGS FOUND. FOUND. FLOOR ROUGH ROUGH HVAC INSUL. SEPTIC OTHER FINAL BEFORE REBAR BEFORE SLAB FRAME PLUMB BEFORE BEFORE BEFORE CONCRETE BEFORE BACKFILL BEFORE BEFORE BEFORE INSUL. COVER BACKFILL CONCRETE CONCRETE INSUL. INSUL. 0 k i6 p00 red COC e -A0+in13 = 0 r (Z') d 4 I4Orizon 1 Ik'e bpi coni-i.nuoLl; = OK ,g #y Vet+icm 'Do els e Lir a, c- = To be jaerrrer (3) 2-4" x 11 x 12.' cow,-,n -rooviAns 4..1 (3) '`1 perch .Jey : 01C- GI I PASSED CONDITIO,S NOTED REINSPECTION REQUIRED /� FAILED STOP WORK INSPECTION.DATE INSPECTOR Hi/5 e Carlson q-11-2015- . CORNERSTONE BUILDING CORP. 720 4th Street, Watervliet, NY 12189 (V) 518-369-7247 (F) 518-320-8584 City of Saratoga Springs Department of Building & Codes 474 Broadway Saratoga Springs, NY 12866 RE: 2237 Route 50— Lighting Certification Letter Dear Mr. Miller: Our electrical contracting firm, Home Tech Solutions, LLC, equipped the above home with light fixtures. Over 50% of these fixtures meet the Energy Star rating. Sincerely, L Todd Drake Vice President Cornerstone Building Corp.. Certificate of Electrical Compliance New York Atlantic-Inland Inc. 997 McLean Road Ext. ` z Cortland, NY 13045 Certificate No.:603607 Building Permit No.: Issue Date:5/23/2016 Building Permit Date: Inspected By: Devin Pratt Occupancy: R-3 OWNER SITE ELECTRICIAN Corner Stone Realty 2237 State Route 50 Randy Fiker Unk Saratoga Springs, NY 12866 Home Tech Electrical Solutions I INK, NY UNK Town of Milton 362.Ballston Road Glenville, NY 12302 SCOPE: New Single Family Home INSPECTION INFORMATION: D �Appbance/winn supply/outlet: 1 - 120V 12A Dis washer,1, 1?OV.SHP Disposal Fans: 1 Range Fan-Light-Microwave,4 Pe Fan, 3 Exhaust F07 HVAC: 1 -240V 30A AC Condenser, 1 -"40V-8A Fu -ce Luminaires: 34 Luminaires titz,2*,iff;3t 3 Outlets: 1 -250V 30A Receptacles-Other, 1 250V 50A Receptaelescpther,43 Switches, 55 Receptacles xi Service: Service Type: Underground, a Size 201240V 1000 Alarms/Misc.: 3 Smoke/CO Alarms, 3 Smoke Alarms;"240V 1 HP Water Pump L--MCEIVE ,Pt JUL 0 5 2016 Milton Building Dept. This certifies that the process noted above was complete as specified at the time of inspection and any conditions not within the scope of the inspection are excluded.Because there exists a multitude of proprietary specifications,the adherence to the relevant Building Code of New York State is applicable to the electrical requirements on the above noted date and valid for one year forward.In connection with areas at the time of inspection and does not constitute areas that are enclosed,concealed or inaccessible.Should the electrical system be altered in any way,including,but not limited to,the introduction of new electrical equipment,this certificate shall be null and void.This certificate only applies to the occupancy use as stated.Changes in use,or occupancy as indicated above,negates this certificate in its entirety. t 1 Alpine, an ITW Company 13723 Riverport Dr,Suite 200 Maryland Heights,MO 63043 (314)344-9121 Page 1 of 1 Document ID:1 VKK219-Z0107073917 Truss Fabricator: OF�`'�c,^ S.R. Sloan F / Transmitted From: seals@srsloan.com .lob Identification: 450548-/Cornerstone / --SaratogaLATHAM, NY Model Code: IRC * Truss Criteria: I RC2006/TPI-2002 STD '— �a 2 a.' Sr. Engineering Software: A I i ne proproprietarytruss analysis software. Version 13.02. 1rM -• Truss Design Loads: Roof - 58.5 PSF 0 1.15 Duration CR, ��== ? A Floor - N/A `6. �802'`) Wind - 90 MPH (ASCE 7-05-Closed) Notes: AO 1. Deternination as to the suitability of these truss conponents for the 10/07/2* structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. As shown on attached drawings; the drawing nunber is preceded by: MOUSR219 Bruce Feldmann Details: PB090-PB120-BRCLBSUB-A1003005-GBLLETIN-GABRST05- Subnitted by BAF 07:37:38 10-07-2015 Reviewer: BAF SS # Ref Description Drawing# Date 1 60039-T06 23'10" Stepd 15280001 10/07/15 2 60040-T08 23'10" Comm 15280001 10/07/15 3 60041409 23'10" CORD 15280002 10/07/15 4 60042-G05 14'4" Column 15280002 10/07/15 5 60043410 23'7" Connon 15280003 10/07/15 6 60044-116 24'9" Specia 15280004 10/07/15 7 60045-G04 18'5"8 Comm 15280014 10/07/15 8 60046--PB01 4' Special 15280005 10/07/15 9 60047-111 24'9" Commn 15280006 10/07/15 10 60048-119 25' Stepdown 15280003 10/07/15 11 60049-J02 5'9-5/8" Non 15280004 10/07/15 12 60050-102 22'6-1/2" At 15280007 10/07/15 13 60051-J03 5'9-5/8" Non 15280005 10/07/15 14 60052--T01 23' Attic 15280008 10/07/15 15 60053-J05 1'6" Northea 15280006 10/07/15 16 60054-J01 5'9-5/8" End 15280007 10/07/15 17 60055-CJO1 1'6-5/8" Hi 15280008 10/07/15 18 60056-T18 25' Stepdown 15280009 10/07/15 19 60057407 23'10" Stepd 15280010 10/07/15 20 60058--T17 25' Special 15280011 10/07/15 21 60059-115 24'9" Stepdo 15280009 10/07/15 22 60060--J06 3' Mono 15280010 10/07/15 23 60061-TO4GE 18'5-1/2" 15280011 10/07/15 24 60062-TO5GE 14'4" Gabl 15280012 10/07/15 25 60063-T04 18'5-1/2" Co 15280012 10/07/15 26 60064-TO3GE 11'11-1/2" 15280013 10/07/15 27 60065-J04 5'9-5/8" Nor 15280013 10/07/15 1111. vvU rr.,rMLU I MUNI UUI,IrUI1.0. Inrul \...kinva a IJ 1101-1,4.I Ula) JUIOU•1 II_v u, I1,1....10 nn n. ( 450548-/Cornerstone / Saratoga -- LATHAM, NY - T06 23'10" Stepdown Hip Girder ) Top chord 2x4 SPF(S) #2 2 COMPLETE TRUSSES REQUIRED 1 t Bot chord 2x6 SPF #1/#2 Webs 2x4 SPF Stud Nail Schedule:0.128"x3.25", min. nails Top Chord: 1 Row @12.00" o.c. , Special loads Bot Chord: 1 Row @ 6.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 101 plf at -0.88 to 101 plf at 1.57 Use equal spacing between rows and stagger nails TC- From 51 plf at 1.57 to 51 plf at 7.50 in each row to avoid splitting. TC- From 51 plf at 7.50 to 51 plf at 16.33 TC- From 51 plf at 16.33 to 51 plf at 23.83 90 mph wind, 21 .90 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC- From 5 plf at -0.88 to 5 plf at 0.00 anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 BC- From 10 plf at 0.00 to 10 plf at 13.00 psf. BC- From 10 plf at 13.00 to 10 plf at 23.83 BC- 334.30 lb Conc. Load at 1.57,22.27 Wind loads and reactions based on MWFRS. BC- 349.79 lb Conc. Load at 3.57, 5.57, 7.57, 9.57 11.57,12.27,14.27,16.27,18.27,20.27 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Unbalanced snow loads have not been considered. Plates sized for a minimum of 2.40 sq. in./piece. 4X6 3X4- 4X6 � 8 5- -0 8 � i 0-8-0 0-8-0 i I I � -;r T 4X6----- H0508= 4X6-- 4X6(B2) 4X6(62) . 0 cli3 7-6-0 ,I, 8-9-15 ,I_ 7-6-0 J I 23-10-0 Over 2 Supports R=2976 U=613 W=5.5" R=2805 U=557 W=5.5" Design Crit: IRC2006/TPI-2002(STD) PLT TYP. 20 Gauge HS,WAVE FT/RT=O%(0%)/0(0) 13.02.07.Q2 x-1`4= .::"----71,. QTY:1 NY/-/1/-/-/-/F Scale =.3"/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,fir"' ; REF R219-- 60039 S.R.Sloan 800-366-7562 /���o h�,;)c ` TC LL 38.5 PSF P.O.Box 560,New Hartford NY 13413 r..IMPORTANT° FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. o Trusses require extreme care In fabricating, handling, shipping, installing and bract Refer c and follow \ kl4 F: 7 Nw the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior q) J;v�` (\ ?/' ,. -TC DL 10.0 PSF DATE 10/07/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, "<i;,"). i, op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached , iit. Q ,'\ ��, BC DL 10.0 PSF DRW MOUSR219 15280001 rigid ceiling. Locations shownfor permanent u lateral to of webs shall have bracing installed Per SCSI f- /tly...i f,,.,1. `i A s 83, B7 or 810, as applicable. Apply plates t ach face of t and position as shown above and o , I �k IJ A n j I I I 1 sections Details, unless noted otherwise. Refer to drawings 160A-Z forsstandarI plate positions. C4 4ia .; ,. BC LL 0.0 PSF MO-ENG BAF/BAF IILII� I \v' ! Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this E..„ A drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. �O. Of' A. TOT.LD. 58.5 PSF SEAN- 30952 AN ITV/COMPANY Installation a bracing of trusses. &U7_ 9' A A anal en this drawing or cover papa !toting this drawing. Indicates acceptance of professional engineering `s.S• DUR.FAC. 1 .15 FROM AN responsibility solely for tie design shown. The suitability and use of this drawing for any structure Is the - ' responsibility of the Building Designer par ANSI/TPI 1 sac.2. Aeilibppo ei' .0. 13723 R11'erporl Dr,Suite 200 Maryland Heights,MO 63043 For more Information see this job's general notes Page and these web sites: a SPACING 24.0" J REF- 1 VKK2 1 9_ZO1 g ALPINE: www. 1 tw.com; TPI: www.tpinst.org, WTCA: www.sbcindustry.com; ICC: www. safe.org n/n�nnT c a Pinel I (450548-/Cornerstone / Saratoga -- LATHAM, NY - T08 23'10" Common) Top chord 2x4 SPF(S) 1650f-1.5E 90 mph wind, 23.37 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SPF(S) 1650f-1.5E within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind Webs 2x4 SPF Stud :W2, W3 2x4 SPF(S) 1650f-1 .5E: BC DL=5.0 psf. :Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas neo 1.00U rnurnnw Invm uunlrulLn n•ruI l� nue a ulmu.o.v,o/ ouuml,Iw uI muco wen. with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live i load applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=50.00 psf, Plates sized for a minimum of 2.40 sq. in./piece, Ct=1 .10, Ce=1.00, CAT II & Pf=38.50 psf. MWFRS loads based on trusses located at least 11.68 ft. from 4X6(R) III roof edge. ii r 8 2X4'\ 2X4/// •• .• 8-7-5 3X4 3X4 A1 - 11 0-8 0 /= _ .. �= 0-8-0 H0308 5X7 E ) Ill 3X4= 4X4= 5X7 E ) III 0_ 11-11-0 —I, 11-11-0 _) 23-10-0 Over 2 Supports R=1618 U=103 W=5.5" R=1523 U=91 W=5.5" RL=193/-201 Design Crit: IRC2006/TPI-2002(STD) PLT TYP. 20 Gauge HS,WAVE FT/RT=O%(0%)/0(0) 13.02.07.Q2! a- 4= ,,, QTY:1 NY/-/1/-/-/-/F Scale =.3"/Ft. S.R.Sloan 800-366-7562 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! , •"•7. "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. F o�^Ca \Tx TC LL 38.5 PSF REF R219-- 60040 P.O.Box 560,New Hartford NY 13413 Trusses require extreme caro in fabricating, M1andling, shipping, installing and bracing. Refer to and follow /�� � ��,�f',� �'i�] \� the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) far safety practices prior *�- £ ?;- TC DL 10.0 PSF DATE 10/07/15 to performing these functions. Installersshallprovide temporary bracing per BCSI. Unless noted otherwise. ;��'' nC'3;1.i' , P top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached y .w i'1,1 @ `! BC D L 10.0 PSF rigid cei I ing. Locations shown eppl for permanent ply plates restraint fa oP webs shall have bracing installed per BCSI (— R,.. , ..;.�y •GDRW MOUSR219 15280001 B3, B7 or B4O, a applicable. Apply plates to each face Cl'truss and position as shown above and on • j Ij, �yl;:''i ' [j, 1 A�)O�E1 I I t. sections: :nt Details, unlesssnated atherwlse. RePar to tlrawings,BOAR-Z far standard Plata pasitlans. C(j� *7',,t�1;'p °+ L_ BC LL 0.0 PSF MO-ENG BAF/BAF lee, I `v1 I Alpine, a tllvision oP ITN Builtl in Com Grou Inc. shall n t be r ole Por tlavletion From tM1is g ponecon p or fori ens 6c 02- (.. A drawing, any failure to build the truss in conformance with ANSI/TPI 1, or handling, nipping, ,, ? ,S AN ITW COMPANY installation d bracing of trusses. �a, sva_ TOT.LD. 58.5 PSF SEQN- 47155 . A Neel on this drawing or cover pogo listing title drawing. Indictee oce.ptanee of prnfeeolen.l engineering responsibility solely for the design shown. The suitability end use of this drawing for any structure is the e e`s S•y FROM AN esponsibility of the Building Designer par ANSI/TPI T See.D. �.� DU R.FAC. 1 .15 r 13723 Riverport Dr,Suite 200 >r.+,,`.rrs±_,.► Maryland Heights,MO 63043 For more information see this Job's general notes page and these woo sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: waw.iccsafe.org SPACING 24.0" J RE F- 1 VKK2 1 9_ZO 1 iir,.a UM.) rn,rnn,_„ ,norm ,.vmrul,.n 81Wru1 kt- nu.a w u,miLn.IVMJJ .ovum.11,U ui ,nu.), Min. (450548-/Cornerstone / Saratoga -- LATHAM, NY - T09 23'10" Common) Top chord 2x4 SPF(S) 1650f-1.5E 90 mph wind, 23.37 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SPF(S) 1650f-1.5E within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind Webs 2x4 SPF Stud :W2, W3 2x4 SPF(S) 1650f-1.5E: BC DL=5.0 psf. :Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=50.00 psf, Plates sized for a minimum of 2.40 sq. in./piece. Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. MWFRS loads based on trusses located at least 11.68 ft. from 4X6(R) III roof edge. ii 2X4\\\ 2 (481 V/ / 83 ' 8-7-5 s f X4 0� 0-8-0 •r _ �• 0-8-0 5X7 E ) III 3X4=----- H0308= 4X4 5X7 E ) III Roo ot200 11-11-0 _I, 11-11-0 J 1 23-10-0 Over 2 Supports R=1616 U=102 W=5.5" R=1617 U=102 W=5.5" RL=211/-211 Design Crit: I RC2006/TPI—2002(STD) i,,a. A:��..f.,,,,,..,� PLT TYP. 20 Gauge HS,WAVE FT/RT=O%(0%)/0(0) 13.02.07. 1 ," 4.."`�`Q„TY:3 NY/—/1/—/—/—/F Scale =.3"/Ft. S.R.Sloan 800-366-7562 ""WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAW NG1 V -V-?- I �' "'IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P'..,-777-..„ �•?��y TC LL 38.5 PSF REF R219-- 60041 P.O.Box 560,New Hartford NY 13413 �` % ?� Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer eo and follow -''''<''':.( x''''',.- ``'' TC DL 10.0 PSF DATE 10/07/15 the latest edition of BCSI (Building Component Safety Information, by TPI and YWCA) for safety practices prior 1 �m ^^ p to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, i T ;•.7 f;{.) a }�. Ih T. top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached (— .-_,''?'‘'`'•!1..S.1_,$!.:?, 1£5`"11��'e(".; �• BC DL 10.0 PSF DRW MOUSR219 15280002 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI •A (� )%+:'1" �J_1 TI action s Apply p o etrussposition as n [.(!•1I 1„ 41 H ! �(� I � s B3, B7 or B10, a applicable. A 1 Nates t each Pace of and shown above and o .()p�,�...it l /`'1 LLE1N r the Feint Details, antess noted otherwise. Rarer to tlrawing!1AOAo_2 forstandardplata positions. �, <'��' I `� /1 BC LL 0.0 PSF MO—ENG BAF/BAF Alpine, a tlivislon of ITW Building Components Group Inc. shall not be responsible for any deviation from this • FJ'(j? 9. /A drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of tresses. _ ,�5. TOT.LD. 58.5 PSF SE N— 47151 . A...1 on this drawing or cover pegs Il.ting thio dr..ing, indicates acceptance of prof000i00.l engineering �` responsibility solely for the design!Mown. The suitability and use of this drawing for any structure is the 13723 Ricelport Dr,Suite 200 responsibility of the Building Deelgner per ANSI/TPI 7 See.2. 41, .--1:4" "."1"'-,* DUR.FAC. 1 .15 FROM AN MarvlandHeights,MO 63043 For more information see this jobs general notes page and these web sites: 10/07/2015 SPACING 24.0" JREF— 1VKK219 ZO1 w ALPINE: www.alpineltw.com: TPI: www.tpinst.org; WTCA: www.sbclndusiry.com: ICC: w .iccsefe.org _ 11110 u..0 rnur,.a._u lnue, tux,„lLn Ius-uI a LIiist.,,„..., ,wuell„LI. u ln,,.,.. ,al P. ( 450548-/Cornerstone / Saratoga -- LATHAM, NY - G05 14'4" Common Girder ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED I Z , Top chord 2x6 SPF #1/#2 Nail Schedule:0.128"x3.25", min. nails Bot chord 2x6 SP SS Dense Top Chord: 1 Row @12.00" o.c. Webs 2x4 SPF(S) #2 Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads 4" o.c. spacing of nails perpendicular and parallel to (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1 .15) grain required in area over bearings greater than 4" TC- From 101 plf at 0.00 to 101 plf at 7.17 TC- From 101 plf at 7.17 to 101 plf at 14.33 90 mph wind, 22.08 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC- From 20 plf at 0.00 to 20 plf at 2.36 anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 BC- From 10 plf at 2.36 to 10 plf at 14.33 psf. BC- 1915.85 lb Conc. Load at 2.36 BC- 1908.97 lb Conc. Load at 4.36, 6.36, 8.36,10.36 7X8(R) III Wind loads and reactions based on MWFRS. BC- 1507.75 lb Conc. Load at 12.36,13.64 Al` Deflection meets L/240 live and L/180 total load. ILIPlates sized for a minimum of 2.40 sq. in./piece. 8 � ____Is 5.-----•'--5 illk 0-8-0 �/ , , - 0-8-0 H0308/// H0308 0� 4X10(81) = 4X10(61) I- 7-2-0 _I, 7-2-0 J 14-4-0 Over 2 Supports R=6396 U=441 W=5.5" R=7786 U=553 W=5.5" Design Crit: I RC2006/TPI-2002(STD) ,..4 ::r !,,,,, PLT TYP. 20 Gauge HS,WAVE FT/RT=0%(0%)/0(0) 13.02.07. 1 • ' : .�'�A�,,.`l�- RTY:1 NY/-/1/-/-/-/F Scale =.45"/Ft. S.R.Sloan 800-366-7562 "WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! �S�,�- )c�� \.,, TC LL 38.5 PSF REF R219-- 60042 P.O.Box 560,New Hartford NY 13413 ..IID�ORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. o �\ -�.,v F��^ ,,,\ Trus require extreme care in fabricating, handling, shipping, installing and bracing. Refer t and follow -V w£'1p;1"� r `\ TC D L 1 0.0 PSF DATE 10/07/15 the latest editionofBCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior .L��A(.y I`{.1 �, ,� o performing these functions. Installers shall provide temporary bracing per BCSl. Unless noted otherwise, ;� ,. f. y/, top chord shall have properly attached ral ral restraint bottom chord shall have a properly attached n r_ 9 5'A%'�" �:`�'3 L ( �t. BC DL 10.0 PSF DRW MOUSR219 15280002 rigid ceiling. Locations shown for permanentulateral restr i t of webs shall have bracing installed per BC51 4 �.'` " '�l,� 11.1 k li: actions 83, 87 or 810, as applicable. Apply plates to each Face of truss and position as shown above and o ` , .{.IM+.gn err / IIhII 1=3) ti the Joint Details, unless natetl otherwise. Refer to drawings 160A-Z far standard plate pasitinna. (.2 'r'-(;_..3;� J. BC LL 0.0 PSF MO-ENG BAF/BAF ■I L� I I Alpine, a division of ITW Bu;ltlin9rus onects Group Inc. shall no[be responsible for any deviation from.is ��'-(�/j'U� Q- ✓ /o` drawing, any failure to build the truss conformance with ANSI/TPI 1, or for handling, shipping, AN I T W COMPANY Instal lotion A bracing of trusses. _ `,,,',,, TOT.LD. 58.5 PSF SEQN- 31056 A aril on this drawing or cover paps listing this drawing, Indicates seoaptancs of professions' anginasring esponslbi llty solely for the design shown. The suitability and use of this drawing for any structure is p60 - wmg"M•-,► DUR.FAC. 1 .15 FROM AN 13723 Riverport rosponoiblllty of the Buliding Designer per AIB!/TPI T Sec.2. � Maryland Heights, , Suite 200 s,MO 63043 For more information see this job's general notes page and these web sites:a 10/07/2015 SPACING 24.0" JREF- 1VKK219_ZO1 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; YWCA: www.sbc;ndustry.com, ICC: www. safe.org 1.1a UM., rnLrnn.0 In„a. LAJWIrUILM ,l.r„I kLUMUa e 1.11111-,.,.wl.,, J,,.,a,,.,1-1/ ul inu.a min. (450548-/Cornerstone / Saratoga -- LATHAM, NY - T10 23'7" Common) Top chord 2x4 SPF(S) 1650f-1.5E 90 mph wind, 23.37 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SPF(S) 1650f-1.5E within 9.00 ft from roof edge, CAT II , EXP C, wind TC DL=4.2 psf, wind Webs 2x4 SPF Stud :W2, W3 2x4 SPF(S) 1650f-1.5E: BC DL=5.0 psf. :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 1 .500' Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others Truss passed check for 20 psf additional bottom chord live load in Bottom chord checked for 10.00 psf non-concurrent bottom chord live areas with 42"-high x 2411-wide clearance. load applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=50.00 psf, Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Plates sized for a minimum of 2.40 sq. in,/piece. MWFRS loads based on trusses located at least 11,68 ft. 4X6 from roof edge. �� 8 2X4\\\ 2X4/// •i �• 8-7-5 —I8 3X42 3X4 G 0-10-0 SO MM _ �� 0-8-0 H0308= ' '\ 3X4(E3) = 3X4= 3X4= 5X7 E ) III 3X8(E3) III oL.,2 o 11-8-0 I 11-11-0 ,j 23-7-0 Over 2 Supports R=1508 U=90 R=1603 U=102 W=5.511 RL=198/-192 Design Crit: I RC2006/TPI-2002(STD) B11!,„rt PLT TYP. 20 Gauge HS,WAVE FT/RT=O%(0%)/0(0) 13.02.07. 8 •ii /?_: 7 ,_ .QTY:2 NY/—/1/—/—/—/F Scale =.311/Ft. S.R.Sloan 800-366-7562 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! j �F J- TC LL 38.5 PSF REF R219-- 60043 P.O.Box 560,New Hartford NY 13413 **IMPORTANT** FURNISH THIS DRAWING TO ALL axrRACTORs INCLUDING THE INSTALLERS. kP -'�;�f- '� Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow C') �^i,'�.�� '•r DATE 1 0/07/1 5 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior . ..tt •i v) TC DL 10.0 PS F to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ti� fey I/f.l IR !:_• �� • top chord shall have properly attached structural sheathingandbottom chord shall have a properly attached ( 2: 1M BC D L 10.0 PS F r o i,i.:;;.;. ;;;I DRW MOUSR219 15280003 rigid ceiling. Locations shown For permanentlateral restraint of webs shall have bracing installed per BCSI ♦.' :,�,I !J ��nn Ll ections 83, 87 or B10, as applicable. Apply plates to each face of trussand position as shown above and on �� �I?L�J,.„ �IJ i`i 1 L= N I . the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 'f �'y_.� `?� BC LL 0.0 PSF MO—ENG BAF/BAF I Alpine. a division of I7W Building components Group Inc. shall not be responsible for any deviation from this O�j� x802,,. m drawing, any railure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, A AN ITW COMPANY installation d bracing of trusses. TOT.LD. 58.5 PSF SEQN- 47165 A swill on this drawl or ower listingthis drawl Indlswtea ileo of rofax lonsl engineering a`S y solely shown. The suitability It end use of this drawl g for an `'�� reePorelbl nc lel for the designy s ne y structure is the r♦ 13723 Riverport Or,Suite 200 responsibi I ity of the Building Designer per ANSI/TPI 1 Seo.2. �TF'- '' DUR.FAC. 1 .15 FROM AN At MalylagdHeights,MO 63043 For more information see this Jobs general notes page and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.org: WTCA: amm.sbcindustry.com; ICC: www.lccsafe.org 10/07/2015 SPACING 24.0" J RE F- 1 VKK2 1 9_ZO 1 1„1J ueu rni-rnnt_' ,nval uuna'u,1-n ,sur ul k._ nuJ Of u15n4-n.1,ul.,) OUIJA,"11 w u, 1rtlIJr m,n. (450548-/Cornerstone / Saratoga -- LATHAM, NY - T16 24'9" Special) Top chord 2x4 SPF(S) 1650f-1.5E 90 mph wind, 23.85 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SPF(S1650f-1.5E within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind Webs 2x4 SPF Stud :W2, W3 2x4 SPF(S) #2: BC DL=5.0 psf. :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/240 live and L/180 total load, load applied per IRC-06 section 301.5. Truss designed for unbalanced snow load based on Pg=50.00 psf, Ct=1.10, Plates sized for a minimum of 2.40 sq. in./piece. Ce=1.00, CAT II & Pf=38.50 psf. MWFRS loads based on trusses located at least 11.93 ft. from roof 4X7= edge. .\ a 8 2X4\\\ 2X4/// • 0 9- -0 • 3X401 3X4o� i 0-10-0 /MP' _ �� �� 0-8-0 3X4(E3) 3X4= 3X4= 5X7(E5) III 3X8(E3) III 4X4 12-3-0 _I, 12-6-0 J k24-9-0 Over 2 Supports �{ R=1498 U=94 R=1498 U=94 RL=190/-192 Design Crit: IRC2006/TPI-2002(STD) , _,... ,� PLT TYP. WAVE FT/RT=O%(0%)/0(0) 13.02.07.E i: , 4;',---1v),•\-.,,,,..,° QTY:1 NY/-/1/-/-/-/F Scale =.3"/Ft. S.R.Sloan 800-366-7562 **WARN INC!** READ AND Foca ALL mores ON THIS DILVINGI CEO TC LL 38.5 PSF REF R219-- 60044 P.O.Box 560,New Hartford NY 13413 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. o j'' ''�a;d F7(.', `) l' Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer t and follow ig `v ..�''I,+.; \ TC D L 1 0.0 PSF DATE 10/07/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,y., v7 Amo iy * 1� to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. Tl ., i�il 'A Sep chord shall have prapsrly attache structural sheathing and bottom chord shall have a properly attached n 4 P— :, Sir,.?`: �`t BC DL 10.0 PSF DRW MOUSR219 15280004 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI .� r' �' (('N c _. p - n s B3, B7-or 810, a applicable. Apply plates to each face of truss and position as shown above and o �' .(l t;` :J yJ ,1,} ,4'I O 1 I thetTaint Details, unless naiad otherwise. Rater to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF MO-ENG BAF/BAF I t 07 .3 , r a I Alpine, a division of ITW Building Components Group Inc. shall not be responsible far any deviation from this , • oBU. N. v•.. 4 drawing, any failure to build the truss in conformance with ANSI/7P1 1. or for handling, shipping, • TOT.LD. 58.5 PSF S EQN- 47 087 AN ITW CO MPANY Instal let ion&bracing of trusses. /y y S�• `; A seal on Shia drawing or cover pegs listing tehle drawing, Indicates aoeept nos of professional engineering lb. • responsibility solely for the design shown. The suitability end use of this drawing for any structure is the �``�'° �'f--' DUR.FAC, 1 .15 FROM AN 13723 Riverport Dr,Suite 200 responsibility of the Building Designer per ANSI/TPI 1 Seel. . Maryland Heights,MO 63043 Far more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org 10/07/2015 SPACING 24.0" JREF- 1VKK219_Z01 Ill lu unu rn.r nnw I num uuIuru1Lf Inrul 1.l- nue a ullalLlvu Iul J) auumI I Ina u, Inu.au ml n. (450548-/Cornerstone / Saratoga -- LATHAM, NY - G04 18'5"8 Common Girder) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED 1 Z 2 Top chord 2x6 SPF #1/#2 Nail Schedule:0.128"x3.25", min. nails Bot chord 2x6 SP SS Dense Top Chord: 1 Row @12.00" o.c. Webs 2x4 SPF Stud :W3 2x4 SPF(S) 1650f-1.5E: Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) :Lt Wedge 2x4 SPF Stud: :Rt Wedge 2x4 SPF Stud: Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Lumber value set "13B" uses design values approved 1/30/2013 by ALSC in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to Special loads grain required in area over bearings greater than 4" (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 103 plf at -0.88 to 103 plf at 1.59 90 mph wind, 23.34 ft mean hgt, ASCE 7-05, CLOSED bldg, Located TC- From 52 plf at 1 .59 to 52 plf at 9.23 anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 TC- From 103 plf at 9.23 to 103 plf at 18.46 psf. BC- From 5 plf at -0.88 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 10.00 Wind loads and reactions based on MWFRS. BC- From 10 plf at 10.00 to 10 plf at 18.46 PLB- 1771.06 lb Conc. Load at ( 1.59,19.06), (3.59,19.06), (5.59,19.06) Deflection meets L/240 live and L/180 total load. (7.59,19.06) PLB- 1907.49 lb Conc. Load at ( 9.59,19.06) Plates sized for a minimum of 2.40 sq. in./piece. PLB- 1497.83 lb Conc. Load at (11 .59,19.06) 4X8(R) III PLB- 1603.31 lb Conc. Load at (13.59,19.06), (15.59,19.06), (17.59,19.06) I6 10 1 4X8 1 4X8 • Is, 8- -5 _L 111111111111116 _L 4 0-10-0 I' ; �0 ; '\ 0-10-0 4X8 III 7X8(R) III H0508-- T 7X6(61) = 7X6(61) -- -- 4X8 4X8 III R=8401 U=651 W=5.5" R=8686 U=964 W=5.5" 08 9-2-12 _I_ 9-2-12 _I 1 18-5-8 Over 2 Supports Design Crit: I RC2006/TPI-2002(STD) I,,,..n =„r:a,.!„`p PLT TYP. 20 Gauge HS,WAVE FT/RT=0%(0%)/0(0) 13.O2.07. !0• ': . :-..‹.,. TY:1 NY/-/1/-/-/-/F Scale =.25"/Ft. • "WARNING!" READ AND FOLLUI ALL NOTES ON THIS DRAWING! ..0 I'_IV S.R.SloanHartford 800-366-7562 �t? TC LL 38.5 PSF P.O.Box 560,New Hartford NY 13413 **IMPORTANT** FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �/P �ViJ F�F( \\� REF R219-- 60045 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow '.. I \\' TC D L 10.0 PSF DATE 10/07/15 the latest edition of BCS! (Building Component Safety Information. by TPI and WTCA) for safety practices prior :l ', 4.,�'-7 .a ` r o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, '' iy {-{.1 g !1 1' ' top chord shall have properly attached structural sheathingandbottom chord shall have a properly attached r- L7 1a1 1'.�" ;' L, � BC D L 1 0.0 PSF ogillihk rigid ceiling. Locations shown for permanentlateral restraint of webs shall have bracing installed per BCS! y;,_e“.. DRW MOUSR219 15280014 IIII I s B3. B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and on �� dIM�'>aJ'f.F A L�0 E1' V ! ' thetJooint Details. unless noted otherwise. Refer to drawings 1BGo_Z for tandard plate positions. �� 'r _:� , BC LL 0.0 PSF MO-ENG BAF/BAF Alpine, a division of ITW Building Components Group Inc. shall n e ba responsible for any deviation from this <O. OSU%^�3, `N. $ drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN!TW COMPANY in tel let a bracing of trusses. as�, w TOT.LD. 58.5 PSF SEQN- 47133 . A seal on this drawing or cover paps listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing far any structure Is the �`+? - tw.... DUR.FAC. 1 .15 FROM AN 13723 Ris erport Dr,Suite 200 responsibility of the Building Designer per ANSI/IPI 1 Sec.z. / ---!- Maryland Heights,MO 63043 For more information seethis Job's general notes page and these web sites: Le ALPINE: www.elpi neitw.com; TPI: www.tpinst.org; WTCA: waw.sbcindustry.com: ICC: www.iccsafe.org 10/07/2015 SPACING 24.0" JREF- 1 VKK219_Z01 L Ill„ 1,1.,, rhMrhnI-1, ,MUM ,,,,awr,,,.h ,ars, a u,a,L,.,1„I.,, aUUMUI1LU U. (450548-/Cornerstone / Saratoga -- LATHAM, NY - PB01 4' Special) Top chord 2x4 SPF(S) #2 Special loads Bot chord 2x4 SPF(S) #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 2.00 90 mph wind, 21.09 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere TC- From 105 plf at 2.00 to 105 plf at 4.00 in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=2.0 psf. BC- From 4 plf at 0.00 to 4 plf at 4.00 Wind loads and reactions based on MWFRS with additional C&C member In lieu of rigid ceiling use purlins to brace BC @ 24" OC. design. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=50.00 psf, Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Plates sized for a minimum of 2.40 sq. in./piece. Refer to DWG P6901014 for piggyback details. Flat top chord under piggyback cap shall be laterally braced at a maximum of 24" intervals unless otherwise noted on base truss design drawing. 3X4 „ 12 12 1-11-6 2X4(81) 2X4(81) frAamilliihNh.11111 Ilim.-- 111 r 110.- 1 2-10-6 J0-6-13J 1-5-3 ,�, 1-5-3 k4-0-0 Over 3 Supports =� R=18 Rw=39 U=37 W=4.95" R=18 U=2 W=4.95" RL=47/-47R=124 PLF U=24 PLF W=2-10-6 Design Crit: IRC2006/TPI-2002(STD) PLT TYP. WAVE FT/RT=O%(0%)/0(0) 13.02.07.012011A . QTY:7 NY/-/1/-/-/-/F Scale =111/Ft. .*WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! <'y�'t S.R.Sloan Hartford NY „IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. G OF-NEE TC LL 38.5 PSF REF R219-- 60046 P.O.Box 560,New Hartford NY 13413 1 �P Trusses require extreme c n fabricating, hentllin shipping, installing and bracing. Refer c and follow 4 9. aping. 9 s o G� / \�' F i7 toe latest rm ngitles of BCSI (Building Component Safety Information, brace and WSCS) for safety practices ase, > >< �i ?,- TC DL 10.0 PSF DATE 10/07/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, JA.C.�^f:I�?` � T. top chord shall have Properly attached structural sheathing and bottom chord shall have a properly attached .:J P�� fmft Q /� }' Adlikbk rigid ceiling. Locations shown for permanent u lateral restraint of webs shall have bracing installed per SCSI r ; +{i.,��,,, .;.;�2' ,th BC DL 10.0 PSF DRW MOUSR219 15280005 sections 83, B7 or 810, a applicable. Apply plates to each face of trussand position as shown above and o 1+ "L';i" L 'f I TI the Details, unless otherwise. Refer to drawings 160A-Z for standard plate positions. �,r �L���N e n ��� ,, i'�a� r , BC LL 0.0 PSF MO-ENG BAF/BAF 1 alpine. a division of Ino Building components Group Inc. shall not be responsible far any deviation from this ('—^3 A tlrawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, \ 0,902 , A AN ITW COMPANY installation&bracing of trusses. °o, s02 ° TOT.LD. 58.5 PSF SEQN- 47032 A seal on this drawing or cover page listing this drawing, Indicates eccsptenee of profssslone! engineering a.gt . responsibility solely for the design sheen, The suitability and use of this drawing for any structure is the DUR.FAC. 1 .15 FROM AN 13723 Riverpofl Or,Suite 200 rwpona lblllcy of the ung Dasig ser per ANSI/TPI 1 See.2. �� .a ..e v. Maryland Heights,MO 63043 For more information see this Job's general notes page and these webs e . SPACING 24.011 JREF- 1VKK219 Z01 ALPINE: ww.alpineitw.com: TPI: ww.tpinst.org: NBCA: www.sbcindustry.com; ICC: www.iccsafe.org _ loll; uou rnurnnuu Inv,.,vvetrul1-n Inrul SLUM," w elo.Ll..>„VIM., .avomlI l Iu ul 1flea., al,n, (450548-/Cornerstone / Saratoga -- LATHAM, NY - T11 24'9” Common) Top chord 2x4 SPF(S) 1650f-1.5E :T3 2x4 SPF(S) #2: 90 mph wind, 23.74 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SPF(S) 1650f-1.5E within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind Webs 2x4 SPF Stud :W3 2x4 SPF(S) #2: BC DL=5.0 psf. :W7 2x4 SPF(S) 1650f-1.5E: :Lt Slider 2x6 SPF #1/#2: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others (J) Hanger Support Required, by others Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load OC. applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=50.00 psf, Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Plates sized for a minimum of 2.40 sq. in./piece. MWFRS loads based on trusses located at least 11.87 ft. from roof edge. . 5X6 -- _1 s 4X4�i 4X4o� 6X6(SRS) i 8-7-5 3X4 T3 4X10-- p 41 ' 2-1-5 0-10-0 Er iii ......11111111111111111 _ 3X4(E3) = 2X4 III 4X7.-------- H0308= 3X6 III 3X8(E3) III 5X12 11-8-0 I 9-9-0 I 3-3-15 ,I 24-9-0 Over 2 Supports R=1909 U=94 R=1771 U=100 RL=205/-180 Design Crit: IRC2006/TPI-2002(STD) PLT TYP. 20 Gauge HS,WAVE FT/RT=0%(0%)/0(0) 13.02.07.9B4 ., QTY:4 NY/-/1/-/-/-/F Scale =.2511/Ft. S.R.Sloan 800-366-7562 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWIRDI � 4 /. "IMPORTANT.. FURNISH THIS GRIMMTO ALL CONTRACTORS INCLUDING THE INSTALLERS. saQF nEl✓�. \'Ty, TC LL 38.5 PSF REF R219-- 60047 P.O.Box 560,New Hartford NY 13413 / 'C Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow /\� '�';�Ft". �',+1 \� the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior �� , i*�• . ?;-\`'. TC DL 10.0 PSF DATE 10/07/15 to performing these functions. Installersshellprovide temporary bracing per SCSI. Unless noted otherwise, 1 J�,(nC'i1/� 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached T! ti� P`y �(,l y! •�` }�; Odilkh rigid ceiling. Locations shown for permanenlateral restraint of webs shall have bracing installed per BGS! , :, l�Z:.,^.iy,._;Ly,, ,'+n• BC DL 10.0 PSF DRW MOUSR219 15280006 Ti sections B3, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on , ��,i,�r'`l; .. „: y �� i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for plate positions. - T•"•' i`=1�L���N ��� ,441,.x.4., f BC LL 0.0 PSF MO-ENG BAF/BAF I Alpine. a divisionof ITW Building Components Group Inc. shall not be responsible for any deviation from this t drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, < 0 0..=:� , ' AA AN ITW COMPANY installation a bracing of trusses. o, &oa 9. Z' TOT.LD. 58.5 PSF SEQN- 47079 w . A el on this drawing or cover pegs listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability end use of this dreaing for eny structure is the `s S�• responsibility of the Building Designer par ANSI/TPI T Sec.2. �.�_ w DUR.FAC. 1 .15 FROM AN ��!._•°' Maryland Heights,MO 63043 For more information see this Jobs general notes page and these web sites: A. SPACING 24.011 JREF- 1 VKK219 Z01 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: ww.lccsafe.org _ 1111 ueu rn.Lr,1nLV I nun,.vmrulur. ,nru, twnuu a u,muwa,til.) .,uum,I lLU 1J 1MU.a.) on n. ( 450548-/Cornerstone / Saratoga -- LATHAM, NY - T19 25' Stepdown Hip Girder ) Top chord 2x4 SPF(S) #2 2 COMPLETE TRUSSES REQUIRED 1 Z , Bot chord 2x6 SPF #1/#2 :62 2x6 SPF(S) 1650f-1.5E: Webs 2x4 SPF Stud Nail Schedule:0.128"x3.25", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 1 Row @ 7.00" o.c. ' (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 101 plf at -0.88 to 101 plf at 1.57 Use equal spacing between rows and stagger nails TC- From 51 plf at 1.57 to 51 plf at 7.50 in each row to avoid splitting. TC- From 51 plf at 7.50 to 51 plf at 17.50 TC- From 51 plf at 17.50 to 51 plf at 23.43 90 mph wind, 21.90 ft mean hgt, ASCE 7-05, CLOSED bldg, Located TC- From 101 plf at 23.43 to 101 plf at 25.88 anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 BC- From 5 plf at -0.88 to 5 plf at 0.00 psf. BC- From 10 plf at 0.00 to 10 plf at 14.00 BC- From 10 plf at 14.00 to 10 plf at 25.00 Wind loads and reactions based on MWFRS. BC- From 5 plf at 25.00 to 5 plf at 25.88 BC- 334.30 lb Conc. Load at 1.57,23.43 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 349.79 lb Conc. Load at 5.57, 7.57, 9.57,11.57 OC. 13.43,15.43,17.43,19.43,21 .43 Deflection meets L/240 live and L/180 total load. Unbalanced snow loads have not been considered. Plates sized for a minimum of 2.40 sq. in./piece. 4X6-s--- 3X4---- 4X6 --1 8 � 5- -0 11111 we 4 0-8-0 q] ' 0-8-0 ii 4X6--- 4X6=--- B2 4X4---= 4 4X6(62) X6(82) 010 0t0 7-6-0 _I, 9-11-15 7-6-0 J 25-0-0 Over 2 Supports R=2710 U=565 W=5.5" R=2963 U=607 W=5.5" Design Crit: IRC2006/TPI-2002(STD) PLT TYP. WAVE FT/RT=O%(0%)/0(0) 13.02.07. ''14 . QTY:1 NY/-/1/-/-/-/F Scale =.3"/Ft. S.R.Sloan 800-366-7562 **WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! \I, TC LL 38.5 PSF P.O.Box 560,New Hartford NY 13413 "IMPORTANT" FURNISH THIS DRAWING ro ALL CONTRACTORS INCLUDING THE INSTALLERS, j , , f NL-,v)-) REF R219-- 60048 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1,,,F; the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ai) cis, 4\ 'r TC DL 10.0 PSF DATE 10/07/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, :a,}..e,'',f'-�• •- * `A top chord shell have properly attached structural sheathingandbottom chord shall have a properly attached n ..:* � ✓M {}.1 y} s' dlikhi rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI r- g ±li'•._'...,:... L l} BC DL 10.0 PSF DRW MOUSR219 15280003 actions 83, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and o ' 1 ; - F!� All I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. �(? �k t''4. . A(P' BC LL 0.0 PSF MO-ENG BAF/BAF f=1 I I _1=4N • b.'i- . a.,;N 1 I Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this (`..- drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �S Q, , �? .>, AN ITW COMPANY instal tailor.A bracing of trusses. a, s0?" t TOT.LD. 58.5 PSF SEQN- 31026 • A seal on this drawing or ewer page Ileting this dinning. Indicates acceptance of p 'mull engineering responsibility solely for the design shown. The suitability end use of this dressing for any structure the - li►S•'• DUR.FAC. 1 .15 FROM AN 13723 Riverport Dr,Suite 200 responelbl I Ity of the Building Designer per ANSI/TPI 1 See.z. 40 rf �♦ Maryland Heights,MO 63043 For more Information s this job's l n and these websites:'tt �� � goners s page . SPACING 24.0" JREF- 1 VKK219 Z01 ALPINE: www.alpineitw.cpm: TPI: www.tpinst.org; WTCA: www.sbcintlustry.cem; ICC: www, safe.org IAM/ 1/11 c ,i„.2 veli rn,rnnw ,ova„UalrUILP. ,nruI 0- nv.r a u,mi,•.a,u,o7 .,vum,I Iw v, Inu.a.a ea n. ( 450548-/Cornerstone / Saratoga -- LATHAM, NY - J02 5'9-5/8" Monohip Jack ) Top chord 2x4 SPF(S) #2 90 mph wind, 21.24 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SPF(S) #2 within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind Webs 2x4 SPF Stud :W1 2x6 SPF #1/#2: BC DL=5.0 psf. (J) Hanger Support Required, by others Wind loads and reactions based on MWFRS with additional C&C member (J) Hanger Support Required, by others design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=50.00 psf, Ct=1.10, Plates sized for a minimum of 2.40 sq. in./piece. Ce=1.00, CAT II & Pf=38.50 psf. 4X4= 2X4 III Al 4- -3 4- -0 • 0:4"---0 gig • mi i 2X4 III 3X4 III 2X4 III 4-2-7 _I, 1-7-3 J k 5-9-10 Over 2 Supports R=459 U=39 W=5.5" R=350 U=73 RL=148/-101 Design Crit: IRC2006/TPI-2002(STD) X PLT TYP. WAVE FT/RT=O%(0%)/0(0) 13.02.07. 0. - ; 11.QTY:4 NY/-/1/-/-/-/F Scale =.5"/Ft. S.R.Sloan 800-366-7562 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING' F Oh I\C i"�'�% **IMPORTANT" FURNISH THIS DIMING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 TC LL 3 8.5 PSF REF R219-- 60049 P.O.Box 560,New Hartford NY 13413 4-s---,--5.77?.- C?n �a Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow Co �.. ' /.� DATE 10/07/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior -Gr ..["1 .FY�� T ,;r TC DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, .:D'4,_, ^\ J_ , top chord shall have properly attached structural sheathing bottom chord shall have a prperly attached :: .' �:,1 h rigid tel I ing. Locations Shawn far permanent lateral restraint of web==hall have bracing installed par BCSI la r= it(..i4,5;:.". .::C a: �1 BC DL 10.0 PSF DRW MOUSR219 15280004 s B3, B7 or B10, as applicable. Apply plates to each face of trussand position as show above and on 4 ( lyl:"?:', IU All PIN I 1 sections Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. !a�:_a F ,.. BC LL 0.0 PSF MO-ENG BAF/BAF 1 II I �I I Alpine, a division of IlW Building Components Group Inc. shall not b responsible for any deviation from this N O :3 , `7�0 awing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, cs� 802,9, y' AN ITW COMPANY installation&bracing of trusses. TOT.LD. 58.5 PSF SEQN- 30872 A seal on this drawl or ower list) Vile drwl indioetse seeof professional • ineerl v r"• ng papa listing drafting. this Pro engineering J responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the �* ' rw//- 1 DU R.FAC. 1 .15 FROM AN - 13723 Riverport Dr,Suite 200 responsibility of the Building Designer per ANSI/TPI 1 See.2. * ^w* + .� Maryland Heights,MO 63043 For more information seis Jab's general notes ' page and these webs e 4. ALPINE, www.alpineitw.com; TPI: www tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org 10/07/2015 SPACING 24.0" J RE F- 1 VKK2 1 9_ZO 1 ill,,) vnv rnurnn1-v ,nvn, uvivrui�n ,nru, k� nu.a a v,all-nv,v,,]) ..JUIN,IILW u, Inv.a,a an n. (450548-/Cornerstone / Saratoga -- LATHAM, NY - T02 22'6-1/2" Attic) Value Set: 13B (Effective 6/1/2013) 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SPF #1/#2 BC DL=5.0 psf. Bot chord 2x10 SP SS Dense :B2 2x4 SPF(S) #2: Webs 2x4 SPF Stud :W2, W4 2x6 SPF Stud: Wind loads and reactions based on MWFRS with additional C&C member :Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500' design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Live loads applied in combination per ASCE 7 sec. 2.4.1 use 0.75 factor for multiple live loads. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-06 section 301 .5. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 7-0-0 to 16-0-0. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. 2X4 III 5X6 Deflection meets L/240 live and L/180 total load. 5X6 Truss designed for unbalanced snow load based on Pg=50.00 psf, 2X4= ,� _�, Ct=1 .10, Ce=1.00, CAT II & Pf=38.50 psf. 3X6 III _I_ 4X4 III Plates sized for a minimum of 2.40 sq. in./piece. 12r _ MWFRS loads based on trusses located at least 7.50 ft. from roof edge. B2 . L 2X4 111 2X4 2X4 1111111111211116. 11- -0 3X4 7-7 12 W 4X6(R) III ;411 9-0-0 1_5_0 �� _ _ `i 1-11-8 4X6- - 8X8= 4X67--- 4X12(E5) X64X12(E5) III 3X8 III 01Z-8 9-6-0 ,1. 4-0-0 X 9-0-8 J 7-6-12 5-11-41-11-4_.-1-,_ _11_qr 7-1-4 '1 1 22-6-8 Over 2 Supports %] R=1829 U=85 W=5.5" R=1787 U=76 RL=249/-261 Design Crit: IRC2006/TPI-2002(STD) ,,_,,,,, PLT TYP. WAVE FT/RT=0%(0%)/0(0) 13.02.07. 0. "1-4=z—zzl,,QTY:3 NY/—/1/—/—/—/F Scale =.2"/Ft. S.R.Sloan 800-366-7562 w�ItpgRTANf�WARNFUNNGi1SH THISDAND OOA�IMGLT�O ALLNOTES ON THIS DRAWING! IP.'CONTRACTORSINCLINING THE INSTALLERS. �F 0I "�1c-M'.. TC LL 38.5 PSF P.O.Box 560,New Hanford NY 13413 / �� ""C.;\F.. J� �, REF R219-- 60050 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to ane follow CJ ��,., �( DATE 10/07/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior -/4/. `)Bela ,r TC D L 10.0 PS F to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, I * : las, i . / * `1 T1 top chord shall have properly attached structural sheathingandbottom chord shall have a properly attached flr y tIS. Adglikk rigid ceiling. Locations shown for permanent lateral restraint of Webs shall have bracing installed per BCSI I r: ^-1 1l''',93 ..3.4 2 N: BC DL 10.0 PSF DRW MOUSR219 15280007 `� �L�) Ti actions 83, B7 or 810, as applicable. Apply plates to each Face of truss and position as shown above and on I1 (i �� "'. IJ,I I the Joint Details, unless naiad otherwise. Rater to drawings 160A-Z ter standard plate peaitiena. a'n .h�:1.tF ' BC LL 0.0 PSF MO-ENG BAF/BAF Alpine, a division of ITW Building Components Group Inc. shall ndc be responsible for any deviation from this �, 06g:-;f11 �? ,� drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, TOT.LD. 58.5 PS F AN ITW COMPANY installation Si bracing of trusses. ASEQN- 47029 . A seal on this drawingor Cover listingdrawing, Indicates eceaptenea of profane lone) engineering — ao S papa Ilatl this �' responsibility solely for the design shown. The suitability erW use of this drawing for any structure Is the �. � ., .. DU R.FAC. 1 .15 FROM AN '� 13723 Rix export Dr,Suite 200 respond lel I Icy of the Building Designer per ANSI/TPI 7 See.2. *'���� _ Maryland Heights,MO 63043 For mare information see this Job's general notes page and these web sites: ..' SPACING 24.0" J RE F- 1 VKK2 1 9 Z01 bd ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.scinustry.com; ICC: www.iccsafe.org 10/07/2015 — 1 111.. .,,. rfLrnnL„ 1 n„al I,.r„1 a ,,,a,L,.O,U,„ ,ILU vi wl,n. ( 450548-/Cornerstone / Saratoga -- LATHAM, NY - J03 5'9-5/8" Monohip Jack ) Top chord 2x4 SPF(S) #2 90 mph wind, 20.57 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SPF(S) #2 within 4.50 ft from roof edge, CAT II , EXP C, wind TC DL=4.2 psf, wind Webs 2x4 SPF Stud :W1 2x6 SPF #1/#2: BC DL=5.0 psf. (J) Hanger Support Required, by others Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 2411 OC. Right end vertical exposed to wind pressure. Deflection meets L/180 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load criteria for flexible wall coverings. applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=50.00 psf, Ct=1 .10, Ce=1.00, CAT II & Pf=38.50 psf. Plates sized for a minimum of 2.40 sq. in./piece. 4X4- - 2X4 III 10 1111.111111 2X4 III III 2-1 -3 3-1-0 • 0-11 -1 -0 IA I . 1 ■ ■ 'I MEMIN ORMIN 2X4 III 3X6 III 2X4 III L o-10-8 I, 2-7-4 --I-- 3-2-6 J l 5-9-10 Over 2 Supports R=459 U=47 W=5.511 R=350 U=58 RL=96/-71 Design Crit: IRC2006/TPI-2002(STD) ,;.„J,„q PLT TYP. WAVE FT/RT=O%(0%)/0(0) 13.02.07. 0. s=:i4== ,,,ITY:4 NY/-/1/-/-/-/F Scale =.7511/Ft. S.R.Sloan 800-366-7562 ”"WARNINGI"" REM AND FOLLOW ALL NOTES ON THIS DRAWINGI • G OF P`i✓\ 71, P.O.Box 560,New Hartford NY 13413 "IIW�ORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. i iP�✓,�-:--'-�)-�, .b TC LL 38.5 PSF REF R219-- 60051 Trusses require a treme care in fabricating, handling, shipping, installing and bracing. Refer to and follow �`-',.'�F( the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior _�. . ;,,,.`;� `' \N TC DL 10.0 PSF DATE 10/07/15 to performing these functions. Installersshallprovide temporary bracing per SCSI. Unless noted otherwise. :. ./ . top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ~' '� �.1 "'y/ h ��' BC D L 10.0 PS F odilkhN rigid ceiling. Locations shown for permanentlateralrestraint of webs shall have bracing installed per BCSI r---7 1,.�;.,"1''.�-'i G (yDRW MOUSR219 15280005 All ll----��----��l sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on ty {'"l� - IJ.I AII 11 I I I ; the Joint Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions w!a"'pa:1:F BC LL 0.0 PSF MO-ENG BAF/BAF II ' \V' Alpine, a division oP ITW Builtling Components Group Inc. shall not 17 responsible for any tleviation from this g's 0 lig-- , `? Crewing, any failure to builtl tM1e truss in conformance with ANSI/TPI 1, or for hantlling, sM1ipping, Q' 60�'9' A AN ITW COMPANY installation a bracing of trusses. • TOT.LD. 58.5 PSF SEQN- 30877 . A semi on this drawl Srcover listing this droving. Indicates sot drawing peps np np, this e of for any sl `�3.,rj W' responsibility solely for the design shown. The suitability end use of this drawing for any structure is the `.. DUR.FAC. 1 .15 FROM AN 13723 Rlyerport Dr,Suite 200 responsibility of the Building Designer per ANSI/TPI 1 Sec.2. WA.�4:4." .'�”-.► Maryland Heights,MO 63043 For more information a this Job's general notes page and these web a SPACING 24.0" JREF- 1VKK219 Z01 ALPINE: www.alpineitw.com; TPI: www.tpinst.org: WTCA: www.sbcindustry.com; ICC: www.iccsafe.org 10/07/2015 — I,1„ I,.Ill r,.1-r.aI-1, ,n„al 1mr„1 .11.0, a „a„ ...MIMIl,..l. I ml h, (450548-/Cornerstone / Saratoga -- LATHAM, NY - T01 23' Attic) Value Set: 13B (Effective 6/1/2013) 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 Top chord 2x6 SPF #1/#2 psf. Bot chord 2x10 SP SS Dense :B2 2x4 SPF(S) #2: • Webs 2x4 SPF Stud :W2, W4 2x6 SPF Stud: Wind loads and reactions based on MWFRS with additional C&C member :Lt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500' design. :Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.500' Bottom chord checked for 10.00 psf non-concurrent bottom chord live Lumber value set "13B" uses design values approved 1/30/2013 by ALSC load applied per IRC-06 section 301.5. • Live loads applied in combination per ASCE 7 sec. 2.4.1 use 0.75 factor Collar-tie braced with continuous lateral bracing at 24" OC. or rigid for multiple live loads. ceiling. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 7-0-0 Deflection meets L/240 live and L/180 total load. to 16-0-0. Truss designed for unbalanced snow load based on Pg=50.00 psf, 5X6 2X4 III Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. 5X6- Plates sized for a minimum of 2.40 sq. in./piece. 2X4= ABEL ll�q 2X4 3X6 III 3X6111 1 B212 2X4 III II 2X4�O 2X4 Di 3X4 11- -0 3X4 7-7 12 Wi 5411111111111111 9-0-0 1-6-0_L IJIMIIIIIIIMIIIIIIMIIIIIIIIIIIIII— 't �� 1-66-0 11111111.11111. _V_ 4X6= 8X8- • 4X6 4X12(E5) III 4X12(E5) III 0 }8 01.147.i1 8 I9-6-0 —I. 4-0-0 9-6-0 J 7-6-12 —T- 5-11-411_q— 7-6-12 'I 1 23-0-0 Over 2 Supports %{ R=1871 U=87 W=5.5" R=1871 U=87 W=5.5" RL=281/-281 Design Crit: IRC2006/TPI-2002(STD) a.<_. .af PLT TYP. WAVE FT/RT=O%(0%)/0(0) 13.02.07. rt QTY:4 NY/-/1/-/-/-/F Scale =.2"/Ft. "WARNING!" READ AND FOLLW ALL NOTES ON THIS DRANINGI F Nv .or S.R.Sloan 800-366-7562 o_ L1✓ -'*,z� TC LL 38.5 PSF REF R219-- 60052 P.O.Box 560,New Hartford NY 13413 "IMPORTANT.. FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. -( �__, Trusses require extreme care in fabricating, handling, shipping. installing and bracing. Refer to and follow �\ 1l_,* (�( r- TC DL 10.0 PS F the latest edition of BC$I (Building Component Safety Information, by TPI and RICA) for safety practices prior .. _ r a DATE 10/07/15 o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, * M�rty / P top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ' im=,r1 S. .. * rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing stalled per BCSI 4 r— Ils'.,,:,,c'::;'.`...G L • BC DL 10.0 PSF DRW MOUSR219 15280008 1 T, sections B3, B7 Sr 810, as applicable. Apply plates to each face Sr trussand position as shown above and on 4 C j:il. 0 [ J N I ' the Joint gtltV,s:Onuo es=naiad ntherwlae. Refer to drawings 16go-Z fortandab Plate Positiaaa. tit est,-. u i BC LL 0.0 PSF MO-ENG BAF/BAF All I Alpine, a of Ibu Bd the g Components Group Inc. shall n t b.1 rorPfor has far any tlppietion From this (() 0';9`r /' tlnscali, any failure bracingace go build the truss in conformance with ANSI/TPI ,, lir far handling, shipping, co. °90, �• r TOT.LD. 58.5 PSF SEQN- 47002 AN ITW COMPANY installation& of trusses. A vel on this drawing or cover pogo (loon sing thle droning, Indiceees eaesptanas of professional engineering Se s II responsibility solely for the design chows. The suitability end use of this draining for any structure Is the . • DU R.FAC. 1 .15 FROM AN -= 13723RiverportDr,Suite200 responsibility of the Building Designer per ANSI/1P! 1 Sec.2. sill {T w+ -b Maryland Heights,MO 63043 Far more information see this Job's general notes page and these web sites: 01 SPACING 24.0" JREF- 1VKK219 ZO1 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org 10/07/7015 I,,,a „n,. rnLr„nL„ I -n ,Incus 6.6.,6/11,3 w „,1-„ u, 116611,1.2 an IN. ( 450548-/Cornerstone / Saratoga -- LATHAM, NY - J05 1 '6" Northeast Side Jack ) Top chord 2x4 SPF(S) #2 90 mph wind, 19.90 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x6 SPF #1/#2 anywhere in roof, CAT II , EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-06 section 301 .5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Unbalanced snow loads have not been considered. Plates sized for a minimum of 2.40 sq. in./piece. 8 0 R=40 U=17 1- -0 ---14::— . 3X4(61) _ FA 0132111 R=26 U=0 NEMBIN • L--0-10-8—B...1 H1-6-0 Over 3 Supports • R=227 U=19 W=5.5" RL=43/-23 Design Crit: IRC2006/TPI-2002(STD) PLT TYP. WAVE FT/RT=O%(0%)/0(0) 13,02.07.Q22 rV .7,, QTY:12 NY/-/1/-/-/-/F Scale =1"/Ft. "WARNING!" READ AND FOLIAR ALL NOTES ON THIS DRAWING! F N �' �* S.R.Sloan Hartford 62 F o` �>"✓ *\b TC LL 38.5 PSF REF R219-- 60053 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '( , \... P.O.Box 560,New Hartford NY 13413 'q' .%- - Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow ��''`�'�Ff' �I � the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior F,t � r' TC DL 10.0 PSF DATE 10/07/15 '41'''7 ('-. o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, * ��,� * 'r TC •,Adighbk top chord shall have properly attached structural sheathingandbottom chord shall have a properly attached n :. '+ ,�il' �, BC D L 10.0 PS F rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing stalled per BCSI I- p 41', ;•'AI'.�•:3 4 { DRW MOUSR219 15280006 ILJO Ti sections 83, 87 or 810, as applicable. Apply plates to each face of cru and position as shown above and o () J, 3 )F),1 NI the Joint Details, unless n ted otherwise. Re Per to drawings t60A-Z forsstantlard plots positions. (( If N.(;'q,;..�,{'� �tJ n �. • 1 BC LL 0.0 PSF MO-ENG BAF/BAF I Alpine, a division of ITW Builtling Components Group Inc. shall n t be responsible Par any deviation from this (f t, _.: ?, f? drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, . <O• °802 9 J ,� TOT.LD.LD. 5 8.5 PSF AN MN COMPANY Installation&bracing of trusses. SEAN- 30892 • A...I on thin drawing or cover page listing thin drawing, Indl..tee eae.pt.new of professional engineering • ``y S 4• A responsibility solely for the design shown. The suitability end use of this drawing for any structure is the — ■ DUR.FAC. 1 .15 FROM AN !3723RiverportDr,Suite200 rasponalblllty wf the Bulldhg Designer per ANSI/Pi 1 Sae.z. _n .�_.► Maryland Heights,MO 63043 For more information seepb•s general notes page and these web sites: SPACING 24.0" J RE F- 1 VKK2 1 9_ZO 1 ALPINE: www,alpineitw,com: TPI: www.tpiosinst.org; WTCA: www,sbcindustry.com; ICC: www.lcesafe.org 10/0712015 1,I,., uwu rn,rnINe-u I num t.uwlru,Ln ,ural ,..- nu,r a u,mur.,,vm.) .,uum,I LU uI lnwu WHIN. ( 450548-/Cornerstone / Saratoga -- LATHAM, NY - J01 5'9-5/8" End Jack ) Top chord 2x4 SPF(S) 1650f-1.5E 90 mph wind, 21.91 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SPF(S) #2 within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind Webs 2x6 SPF #1/#2 :W2 2x4 SPF Stud: BC DL=5.0 psf. (J) Hanger Support Required, by others Wind loads and reactions based on MWFRS with additional C&C member • (J) Hanger Support Required, by others design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. 1 Unbalanced snow loads have not been considered. • Plates sized for a minimum of 2.40 sq. in./piece. 2X4 III P 10 p 5- -0 2X4 III 0-1 -O =� ■ „ 3X6 III 4X4 III 5-9-10 Over 2 Supports R=459 U=0 W=5.5" RL=164/-62 R=350 U=115 Design Crit: IRC2006/TPI-2002(STD) PLT TYP. WAVE FT/RT=0%(06)/0(0) 13.02.07.1 r4` �.„, QTY:12 NY/-/1/-/-/-/F Scale =.45"/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 07 F I� ' '' S.R.Sloan Hartford NY F o IQ ��b TC LL 38.5 PSF **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. )- ` REF R219-- 60054 P.O.Box 560,New Hartford NY 13413 p L�., Trusses require extreme care in ng fabricating, handling, shipping, installing d antl bracing.sReferafety to and follow ..,: f£ �' DATE 10/07/15 the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior � � �, Tf� t�. r TC DL 10.0 PSF C i,. a performing these functions. Installers shall provide temporary bracing per BCSl. Unless noted otherwise. `J I( �� H-� �N iw top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 4 7v :,:.,1.1 4, *` BC D L 1 0.0 PS F rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing i stalled per SCSI 4 T- a) !S-'� DRW MOUSR219 15280007 n 1 applicable. Apply o e truss position �' ,,,,t f�'•3 j A 1LE=0 11 N sections BD ai or unless as app pal plates t each Pace of t tand tion as shown above and on ( 1' 1 the Feint Details, finless naiad otherwise. Refer to drawings 160A-2 Paras standard plata positions. •t ;„a t, BC LL 0.0 PSF MO-ENG BAF/BAF ( Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this Ln, O�,,,,3, f9 a drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. . CO 8()[ �3 ,`; 4 TOT.LD.LD, 58.5 PSF AN ITW COMPANY installation a bracing of trusses. SEQN- 30862 A nasi on this drawing or cover peps listing this drawing. Indicates soolsptanoe of professional engineering •ign S f A responsibility solely for the design shown. The aulteblllty and use of this drawing for any structure in the �.. DU R.FAC. 1 .15 FROM AN 13723 RiverportOr,Suite200 responsibility of the Building Designer per ANSI/TPI 1 Sec.2. *-��, t!.:► Maryland Heights,MO 63043 For more Information see this Jab's general notes page and these web s SPACING 24.D11 ALPINE: ww.alpineitw.com; TPI: www tpinst.org; WTCA: www.sbcindustry.cem, ICC: www.iccsafe.org 10/07/201 5 J REF- 1 VKK2 1 9_ZO 1 w f 38r i 3 -94----- 6 -I- --I- 25' cn IMRET II I I 3 Iw iio _ : _ o ai 3 1 - Ccn • 2' 861 '' Gi H 26 . 2' 0 HUS26 2' MNHUS26 r 2' 961 L. _� '_ n,. HUS26 'Nip •2 ; 9" HUS 0° IIHUS26 . .. .1 2 —I 526 •� 2' HUS26 . 0 0 • r-i HUS26 rn o m I 2 o US26 , -.414.,... ilsii6 : 2' TJ H •26 . 1 " '3-1/4" HUS co N 2' D N - - I 2' W 11116. ; 2' 8 v 0'2 P1301 PI Y=71 ] °' N ! ! Ol o cn I .11901 ‘ 111 ° 'hoc_ c_, , _ _ _ . . • , , �'Zlil ilimmElMilmumi-_, (.., LI m,ilq NI II TOa (QTY=4: T02 =�i:�` ��I� ��� � II o ( cJ i("'?.. ', 1 I R I 07 i i I J06(QTY=7) _ I-- 12'2" I 12'4" -I- 11'6" ----14- - -o ` Job Description:Cornerstone/Saratoga O Customer:Curtis Lumber Co m cci+ 00 Designer:AN z ct Z Salesman:STEVE SPUDIE x512 P DESIGNER:ANTHONY N.x226 1 Date:09-16-2015 116 *'0A , PLUMBING PERMIT PLUMBING - PERMANENT Permit Number: 20151408 • t O'PORATEO ,c3 Permission is hereby granted to the below owner or contractor for construction in accordance to application 20150274 together with plans and specifications hereto filed and approved and in compliance with the provisions of the Codes of City of Saratoga Springs,New York. Permit Issue Date: 12/15/2015 Permit Expiration Date: 12/14/2017 LOCATION PERMIT CLASSIFICATION Sect/Block/Lot:203.-1-2 Permit Type: P PLUMBING Street:2237 NYS RT 50 Work Type: 1701 PLUMBING-PERMANENT Zoning District:RR RURAL RESIDENTIAL OWNER CONTRACTOR CORNER STONE BUILDING CORP WAYNE'S PLUMBING 279 TROY SCHENECTADY RD 918 SACANDAGA ROAD LATHAM,NY 12110 SCOTIA,NY 12302 518-857-9755 518-393-4862 APPLICANT WAYNE'S PLUMBING 918 SACANDAGA ROAD SCOTIA,NY 12302 518-393-4862 Application Date: 12/14/2015 Permit Issued By:MC Permit Fee: $105.00 Comments/Conditions: ATTACHED TO BUILDING PERMIT#20150756 ISSUED 7-21-15 Assistant nuilding Inspector • �a 14,1 ,_).:. City .. ._ e_ _, -.. Springs�" ., 3 City of Saratoga y BUILDING DEPARTMENT ',,,,ik4IC9, •e' CITY HALL-474 BROADWAY-SARATOGA SPRINGS, NY 12866 PHONE 518-587-3550 - FAx 518-580-9480 APPLICATION FOR PLUMBING PERMIT Application is hereby made for the issuance of a permit for the installation, alteration or repair of a plumbing system (including any part thereof)within a building or structure on private property in the City of Saratoga Springs, pursuant to Chapter 171 of the Code of the City of Saratoga Springs. The owner and contractor agree to comply ` with all applicable provisions of the"Plumbing Code of New York State, and agree to arrange for authorized City inspectors to enter the premises for all required inspections. The following shall also apply: 1. APPLICATION MUST BE FILLED OUT COMPLETELY. Signature of property owner is required. Signature of the master plumber is required, along with me cost or the plumbing work. AS neeaea, plans andfor scnematics of the proposed plumbing system(s)shall accompany this application. 2. Piunibing eoriiracior rnusi provide: (a)a certificate of liability insurance showing a minimum one rniiiion doiiars per occurrence, with the City of Saratoga Springs listed as additional insured and certificate holder; (b) Ulu l. rllirl:dlC UI WUriCCIs CVrI'IL7CIISCIllUl1 111:ii,Ali71ice, Oil CllrlCr'IMC.'7ltllG C7p1lIl1VCU C=105.2 run i uiiiiU-co.o IulYii; (c)certificate of disability insurance, on either the State approved DB-120.1 or DB-155 form; (d)copy of the iTiasfcr p: Anber's license iceiSc aid current w ivit reg•Strativ-. (c) lioiu harmless agree-1116M. •3. The appropriate permit fee, as calculated on page two of this form (check made payable to Commissioner of Fi;,u;rt,„), moot accompany cpp;icaticr;. 4. Plumbing work for which this permit application is made shall not commence prior to permit issuance. Minimum lir hour notice is required for all inspections. 5. Required inspections may include, but are not limited to: (0) A nrocciiro flock on pining of the nnfahlo water ciinnlu cyc#ern nrinr tr covering or rnncee!menf- foct pressure shall be equal to at least the maximum pressure at which the piping is to serve. (h) Water nrecsirre tPct(s)nn h1.1ilriinn drains, dreinare anal vent nininn, prior to covering Or nnnre Iment;test 1 pressure shall be equal to at least a 10-foot column of water. Location Information TAX I D# <V7 1 d " o I (- 7 JOB SITE ADDRESS. �i2 / A+ COST OF PLUMBING WORK$ PROPERTY OWNER FORMA ON a G Q 2 OWNER'S NAME L �wAd �c p PHONE ') I a 1 7 id ADDRESS 27 1 I ( S r_ +-141 er, -7 06C0 1 /ti al u `--- l OWNER'SIGNATURE DATE IPr LIarI ii.IG CONTRACTOR;iii'FORiviATi ri - (40,1- --/r.,,,1in ` / CID# 01l"1 COMPANY NAME �J JJ t\ S �I Ltbt1�Il i Vl Cj PHONE S 3 /3 -`7 - ADDRESS (s-s aui-Kixi C., (LC), �J FAX 5T C Y 34“( —.12-So MASTER PLUMBER '1 CT WCi re(.f(3 C"' `� (PSC PLUMBER'S SIGNATURE DATE IFOR STAFF USE ONLY: , G l^ ° -0i5075V Y • _ _ 4 1 IFILE iri RECEIVED DT �` 61,JILUil�lli 1"EKIVII 1 rt 'L�/ ���., DATE/TIME APPLIED 17,114 IIs PERMIT 1.015 3 DATE ISSUED "a I'-`/5 L;CAT; ; # 5L �7� vzl Is 1 I S 1 API.--u'CAT-14 i�' ^ �CO l � DATE ISSUED REVISED 1/20/11 lJIR'�ISt I L 40011 - °/ YVFSI�d� At-, - fevOl -4'1 I Ce$CLa- W7 1 � .04 , . inSte c r-A-- CALCULATION OF PERMIT FEE 1_ BASIC CHARGE BY OCCUPANCY TYPE: A. PERMANENT: #OF DWELLING UNITS / X $30.00 PER UNIT = .0, Do B. TRANSIENT: #OF SLEEPING ROOMS X $30.00 PER ROOM= C. COMMERCIAL: #OF TENANT SPACES X $75.00 PER SPACE= D. ALL OTHERS: #OF BUILDINGS X $75.00 PER BUILDING= 2. INDICATE QUANTITIES OF EACH FIXTURE AND/OR PLUMBING COMPONENT BELOW TO DETERMINE FEES IN ADDITION TO THE BASIC CHARGES: PLUMBING FIXTURE/COMPONENT QUANTITY.b WATER CLOSET BIDET URINAL J1 LAVATORY `S BATHTUB(WITH OR WITHOUT SHOWER) a2 SHOWER STALL / SHOWERS(GROUP)—PER HEAD SERVICE SINK KITCHEN SINK LAUNDRY TRAY / DISHWASHER J HOSE BIBB / DENTAL UNIT DENTAL LAVATORY DRINKING FOUNTAIN FLOOR DRAIN WASHING MACHINE CONNECTION HOT WATER TANK / HOT TUB OR JACUZZI ROOF DRAIN OTHER E. TOTAL#OF FIXTURES AND/OR COMPONENTS: X $5.00 PER ITEM= 3. ADD ALL DOLLAR AMOUNTS IN THE FAR RIGHT COLUMN FOR ITEMS A, B,C,D&E / (" TOTAL FEE AMOUNT = /D"' v (MAKE CHECK PAYABLE TO COMMISSIONER OF FINANCE) REVISED 1/20/11 FILE# M °"° `r. City of Saratoga Springs - r F. � BUILDING DEPARTMENT CITY HALL-474 BROADWAY SARATOGA SPRINGS, NY 12866 PHONE 518-587-3550 EXT. 2511 FAx 518-580-9480 CERTIFICATION OF PLACEMENT OF ICE AND WATER PROTECTION (BARRIER) JOB SITE ADDRESS 27 3-7 /2-/" BUILDING PERMIT# 2-4iS D 7 ..510DATE ISSUED 7/74/I aS I,74,0 Akin;7�C ��f� f6,24a being duly sworn, depose and state: 1 OWNER OR CONTRACTOR-PRINT NAME I hereby certify to the City of Saratoga Springs, that as required by the Residential Code of New York State (section R905.2.7.1) or the Building Code of New York State(section B1507.2.8.2), an approved underlayment(typically at least two layers cemented together or of a self-adhering polymer modified bitumne sheet) has been placed extending from the eave's edge to a point at least 24 inches (610 mm) inside the exterior wall line of this subject building, in accordance with applicable code(s) and/or as specified by the licensed professional responsible for the building plans. Note that typically 2 rows @ 3ft are the minimum requirement. (-----7>2 SIGNATURE OF OWNER OR CONTRACTOR toA46 DATE OF SIGNATURE Sworn to before me this Day of L2016 i OA / / . SHEILA WICHELNS County Clerk or otary Public NOTARY PUBLIC-STATE OF NEW YORK No. 01 W16225938 Qualified In Saratoga OU My Commission Expires %- Revised 6-23-16 FILE# , �; City of Saratoga Springs BUILDING DEPARTMENT CITY HALL-474 BROADWAY SARATOGA SPRINGS, NY 12866 PHONE 518-587-3550 EXT. 2511 FAx 518-580-9480 CERTIFICATION OF PLACEMENT OF VAPOR RETARDER JOB SITE ADDRESS 2 2 3 7 11-.#- St) BUILDING PERMIT# 507S6 DATE ISSUED 7/24 lir- I, 7DO o ,DPi9xLF 5 44,,G`ri1Tz...Fammo_ , being duly sworn, depose and state: OWNER OR CONTRACTOR-PRINT NAME I hereby certify to the City of Saratoga Springs, that as required by the Residential Code of New York State (section R506.2.3) or the Building Code of New York State (section B1910.1), an approved vapor retarder(typically 6-mil polyethylene, with joints lapped not less than 6 inches) has been placed beneath concrete floor slab(s)-on-ground in this subject building, in accordance with applicable code(s) and/or as specified by the licensed professional responsible for the building plans. SIGNATURE OF OWNER OR CONTRACTOR 4;77y 6 DATE OF SIGNATURE Sworn o before me this o Day of I/ , 201_L / ice, ' dL - 4LI County Cler or Notary Public Revised 7/7/2016 NOTARY PUBLIC-STATE OF NEW YORK No. 01W16225938 Qualified In Saratoga o n,t,��c My Commission Expires $>2 /1{ 1_ JB3 Consulting Joseph Biss III 553 State Route 149-Suite B Lake George,New York 12845-3515 Phone: (518)761.-9888 JBISS3@AOL,COM NYSDOH Lab ID#11637 Rosick's Well Drilling 1175 Farley Road Hudson Falls,NY 12839 Phone: (518)746-0173 Fax: (518) 746-0175 E-mail: rosickdrilling@yahoo.com Client: Mike Caruso 2237 Route 50 Saratoga,New York Results: Well Head Sample Date/Time Date Date/Time Analysis Method Result NYSDOH •Collection Received Analysis Drinking Water Number Limit. 151216B01 12/16/15 12/16/15 12/16/15 Total SM 18-22 <1 CFU/100 <1 CFU/100 9222A,B,C 1:20 P 5:00 P Coliform 1.971 ml ml The results relate only to the sample(s) as received by the laboratory. The sample received was analyzed in compliance with NYSDOH and NELAP approved methods and within their accepted holding times. The result(s)is (are)equal to or lower than the State's limits therefore it (they) meets the requirements for NYSDOH Part 5 Drinking Water Regulations. JB3 Consulting's liability for any work performed is limited to the amount billed to the customer leading to the claim of the customer. Jo igh Bi-, II An yst/Director Friday,December 18, 2015 This is an original Certificate of Analysis,do not duplicate This is page 1 of 1 Wa ne's't Licensed/Fu►ryInsured y 918 Sacandaga Road P) / Scotia,NY 12302 SerVICeS vz4 Phone (518) 393.4882 Inv6ce �- Tedvidan 42$-1-3 BE To: Job Location 707 'i 6),C-0 I 212-3-) 44 2 2s2 izi-- 5° • me ,56 26r 4 bQ Ii t t tx1s+411ecL PO G peAl PZ S sys lelyt e as 3'1 h5C 11/C'c i s_r79LL.3->70Our –75 cA 72C Pf_j?o o pats L4)/774- p 4►4 t-4e c nr GOATz ' .. g-up w v- £Tb 1 7* 7tilfT 14(6W 14,3114e-5 it tS ut4 771-777144-- ,o. , 1I1,I�IXSf� r $,.. xsX 'a°'c.>' 3'"t ,`� '= wr,.,^,..: ➢z :.. .;� ,_-- -- _ w - a E1. 5"`,,` � �.,.,, -��- r =� azo ,� t-✓4«, �, � '' � _ R ._ .. W�W",• � u�,-r!.7: • Src Price Qty Src Price • 1 Comments/Recommendation Total Material ' • Total Labor ❑Complete Subtotal ❑FN Sales Tax • ❑P/M IOTAL ❑Warranty 1'/M per month or annual rate of 18%wa be charged against aG invoices I HimAUTHORITY 1O�THE WORK,WHCH HAS BMSAISFACrORLY POR MIMEO AS OUnP)ABOVE IT 6 AGM THAT THE that are not paid within 30 days of SEIM WILL RETAN ME TD ANY EQLu'e4T OR MAB9tUu.THAT MAY BE FUIII4S Ea LNTl.ANAL At 6 MADE,AND f SETTLE/tam 5 bang date. In,adation, cusiorner w8 nor MADE AS AMA TIE swat 9iAL1 HANE THE RICM TO REMOVE SAME AND THE sat&WLL BE Hep HARMLESS FOR ANY D*MAffi be table for attOmey's fees of 3373% RESULTNGFROM THE RFMO'Ar.THEREOF. of any balance subject to cob Customer*nature lection phis cast costs.