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2004-362 TOWN OF QUEENSBURY° 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040362 Date Issued: Friday, December 17, 2004 This is to certify that work requested to be done as shown by Permit Number P20040362 has been completed. Tax Map Number: 523400-308-019-0001-026-000-0000 Location: 31 OGDEN Rd Owner: KEITH SNHTH Applicant: KEITH SMITH This structure may be occupied as a: By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040362 Application Number: A20040362 Tax Map No: 523400-308-019-0001-026-000-0000 Permission is hereby granted to: KETTH SMITH For property located at: OGDEN Rd in the Town of Queensbury,to construct or place. at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: KEITH SMITH SUZANNE FISH Garage-2 Cars Attached . Single Family Dwelling $130,000.00 5A SMOKE RIDGE Rd Total Value QUEENSBURY,NY 12804-0000 $130,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency ANDREW'S BTTFLDERS 692-8094 20 RABBIT Rd GREENWTCH- NY 12834-0000 Plans&Specifications 2004-3 62 . 1481 sq ft SINGLE FAMILY DWELLING $250.52 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, June 18, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the of Qu sb cCode , June 18, 2004 SIGNED B a NNS for the Town of Queensbury. rY Director of Building& forcement Job Site Address: � �B:t �( � � Date: ' Owner: f• �� I Application No. File No. v rr WINDOW SCHEDULE � arc.� a ":-t3 fi` `t' a e9 j7�p �+,�z `"��'�'nlr �.v. roc!tY"rw>,� °'•' t u� .�t��?`t:�����r�.k c..�-�,,a.��tn9 r>~ �' 2g ��'y��e.;�� �(.{2L�j��QQ���•' y7* t1�/}S�- 'pax T�rrx � t°xe � i Via;. . Window Window Mfg. Window Unit or ,' � T s � _ L dear Olear Special Hardware or .. Number or Name - a � F . Model Stock Glassscb �ent xgl�ss/Clear O�ezung Opeiug Hetgl�t Instructions Letter on k r ,3 0 o h t Or Type Number , iett}t1g On In + In Inches Plan b i z�. C �6 � � f` a �wr t4z.3�c r' i s a a. cy t �a7 G t tx c z 6y ! Cal]Size s �o q � 6cR ��M. a�} s ��eau; e t 'rr� �s a nl° rs r Y c,` < # +> ai.. LlUigi 14 1A l� .r 1► �1 1 =�'� '-�3,% !AID .� ';�04 1? 'IA- --THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES q �xz• �t �»,q�,`<- ��` i,� �'. t �...y 8 f. <.�.- } at'r � -Sy:` �<Yb�;�..'- i q�..��.' _ =�,.� t �,. •t�'s t •;�. d� {;jd1 r r� .3. ,�. ¢$ , ;.r�� .� <.�; -� Glazing.` .� .4(^ ..Y.q-lr. 'a?'t�'{r ,�. Nw Y e x�'�� Y !"f' x.e �;:t.r. �� .�;'w�r�,' .:,ii ..L: S. `,�;., �t _r •� 7 •'�� f �,' r r .r„ '�u.,.}: ��: � '� rt�!}�+ +'.tck«€�`�:; �t :u..• ::<,. :£'Xr a 3 7. ,t. 1., .xt t, ra!„{.,J i a ,�.�. .rtt�5 t. �.� � � i`�rytt '1rs,.w.> � J,: •�`"t a ,r'�r,'' il'�,�..�, ,� ;i" a ri A� .��� Md'1MF ♦7 3v.. .-d. ,:t43� .:2En.� ,.�..p st:.., ...3'�,.t:+lh.klfS �.4 X+�}?a•.t; ��..tH .�sWy�'C, pp L:\SueHemingway\Building.Permit.FORMS\Window Schedule.doc I .i � Job Site Address: � ` �`� Date: Owner: 1,'� L Application No. File No. Building Permit -- Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of IM Req.Light Actual % ` Req.Vent Actual 5 Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet N d4 Y-440 I&Tkd IN r . 4 � trs1 jy� /.l t_ L:\.SueHemingway\Building.Permit.FORMS\Nat.Light.Ventil.Calculation.Sheet.doc �l Beck Residential Plan Review: One c&Two Family Dwellings Y/N/NYA (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedul With Glass SizeCM f -Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade, 5.0 sq.ft. 1 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans O Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Re uired �^, _ L Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise a Winder Run and Rise Spiral Not Allowed From 2n Story :tw� Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance all Width,36"min. O Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas arage Fire Separation ce Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed C__._ X�- C> ENERGY CODE COMPLIANCE APPLIcATIcRECEIVED TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS CviNY 2 5 2004 Compliance Methods:Part 5 -Acceptable Practice Method—1&2 FamilyDweIlin s�� QUEE�ISSURy g �' G�+i�lD CODE Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwe g; Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets �I S N PROPERTY LOCATION: Tic KbEq PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area feet 2. Type of heat- Electric . Oil Gas Other 3. Is building mechanically cooled? yes ✓ No 4. Percentage of area of windows and doors I/' Over 17% Under 17% 5. R VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS . SHOWN ON PLANS SUBMITTED: a: Roof R b. Exterior walls R C. Glazed areas R� d. Exterior doors R C. Floors over unheated spaces R L Edge of slab on grade(heated building) R _ g- Basementlmllar yndis(above grade) R h. Basementicellar walls(below grade) R i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CO TROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED a Date Phone Number _ I INSPECTOR'S REMARKS: SUe COO/ t< 7412 t'�� Application for Permit_Septic Disposal S; stem Town of Queensbury 742 Bay Road Q 12804 (518) 761-8256 1. OWNER INFORMATION: �J hk " '......................................................................,...,.,.......,..u......,.W..�.........., Office Use Location of installation: "k J U N 2 4 v 70WN OF QU File Permit No. 7 Tax Map No. / / BUILDING AND CO URY [1� Owner's Name: e Paid VI............................................................................ .. ,...�....,. .. Address: T Y 2 5 2004 TOWN OF QUEEf�SgURY n DUILfaIFV�, r 2. INSTALLER'S NAME : 1"l l G� PHONE NO. �`At�'p----GO,E 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gallbdrm = 1980 x 130 gaUbdrm = � 1991 present x 110 gal/bdrm — :3- Garbage Grinder Installed yes_ / no Spa or Hot Tub Installed yes_ ./ no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) 1=2gr,a h S tune Ground Water Bedrock or Impervious Material • Domestic Water Supply Fat ' sand at what depth at what depth municipal Rolling oam feet -feet we Steep slope clay if well;water supply slope other from any septic-system depth: absorption is ft. other Percolation Test: (1 o be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: MO0A gallon(min.size 1,000 gal) Tile Field: each trench--�- ft. Total System Length: Seepage Pit(s): number of size of each: ft. by ft. Size/of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each. gallons /TOTAL Capacity_ -gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town .of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respe t to this application and agree to abide by these and all requirements of t e vn o ueensb Sanitary Sewage Disposal Ordinance. S Signature 6f responsibl'd person Date Sr.�vc:t•:r :uul �3trtivit);c�•C)i•�j><r,sxl t.lt:i>>(k•t• A 11-SOILS'-MON IrI lr l-ol.) ' SI:1'�1'ItA,'i'1�)1N CtIC6Zt,1iltlri�lI���'I`�; • Iva r , 1 1.�•.S �l�� to NAr�'R• '' �t u'w•t . 7 Sc m tci �,.�' � tNr�tttrt.l Ott►•,t ' ....................p w • t�y$tlRPtla f • r ' . . . ....ram"" . ^� 7, ^SIGPI,A.'l.'LTRE &INFf��fVlA"�.`IG31,`1°l�C)�:"�'axvi�{�-k�x�-�`,�,:.��:r- �•".•,• •..,• __�_ _ - - — Y Building Permit Application :c Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid valid building permit. All applicants' spaces on this Roo.Fee Pam application must be completed and must appear on the Reviewed y: application form. Applicant: V i Owner: 9 Address'. S ki c e Address: Phone# Phone#(`�)�.'�.�/ 1 �7 (.._) o / PropertyI,ecatien: Lot Number: / House Number Subdivision Name: Tax Map Numb o �SC i 9 1--.2(p t�New Building: residence / mmercial 'Estimated Market Value of Construction:S G Addition re i ence/ commercial If an Addition,what will use of new addition be? o Alteration: residence/ commercial ci No change to exterior size: residence/com'1 -- — O Other work(describe ) Check occupancylnformation 1' Floor r° Floor Other floor Total Below sq.ft. sq.ft, sq.ft. Square Feet " a Na( Single family dwolling y 1-7 v Two famfly dwelling v Townhouse o Multifamily dwelling #of units 0 - Office o Mercantile 0 Mmufactnrin v 1 car detached prage o 2 car detached garage 0 3 car detached garage 0 1 car attached garage 2 car attached gara e 8 0 3 car attached garage o Storage building- commercial o Storage building- residendal v Other What is the proposed height of the structure i✓� feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric oil gas/wood /forced hot air/ baseboard/other: Pbrl6an Number of Empla m to be installed C5 Number of Woodgeovei to be installed 0 List below the persons)responsible for supervision of work as regards to building codes: 7. Name _- Address, Phone Number Builder ,0 Plumber Mason c i Electrician Dec ; please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in.this application,together with the plans and specifications submitted,are a true and complote statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupan y or Certificate of Compliance being issued,as requested by the Zoning Administrator or Dir r of din Codes,an As Butlt Survev by a licensed surveyor;drawn to scale,showing actual location of co cti Signature: owner,owner's agent,architect,contractor " Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 — Arrive: am/pip Depart: `6® m/pm Date Inspection request received: _ r Inspector's Initials: NAME: PERMIT#: �1 3 LOCATION: DATE: TYPE OF STRUCTUR . Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more(a),stairs, decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site PH Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbingfixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht,)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Insvection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: cL• i I LOCATION: ` PERMIT#: Final Survey Plot Plan Approved Denied The attached final survey has been received by the / Dept. of L Community Development. Upon review the survey h been: Crai rown, Zoning Administrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc 1WN. 201 Ahw. 1 / !qy wM go, Lands N/F / Michelle Bailey Lands N/F ! ,,p and Paul and Michelle Bailey ° ° ( Florence Viele Lands N/F TANK I 308.19-1-21 I 308.19-1-20 Howard Grundborg SEPnC � 6 O 1 I I t 308.19-1-19 Flan - MAGN9 --- 7 O 9 I I 7. I 1°•MIN. - ---� I O 10 is Mnv. W�i I I 17 1 CR7SO4,31 I 'f0 2�W 127.00coO' 1PF `tiw0 �sEOTYPICAL SEPERATION DISTANCES BACK LIN -- -. '-- -- FOR PROPOSED SEPTIC SYSTEM I I NOT TO SCALE I I I I i I •-�� I I La ( I � I t MAP NOTES nds N/F I I I ( I I Ronald L. Baldw,in z I � I � Lands N/F I 1• NORTH ORIENTATION 1S MAGNETIC AS OBSERVED DURING AP ' ( PhIV 2 S. K p t, Jr.l Kel and ly ,Jean Baldwin i a I Lands N/F RIL, 2004. I ( 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT B.906, P.221 55 K Harry J. Rivers, Jr. TITLE OR UP TO DATE TITLE REPORT AND IS 308.19-1-25 I i 3'08.1g_1_26 � �( and STATEMENT OF FACT SUCH DOCUMENTS j Area,:25,199t ,s THEREFORE SUBJECT TO ANY Q 1't. ( Edward W. Houde TS MAY DISCLOSE. B.1021, p.85 3• AT THE T1ME OF THIS SURVEY I of 308.19-1-27 I THE SUBJECT PARCEL WAS 4. THE ACTUAL HOUSE LOCATION SITE, SEP77C AREA AN VACANT. I I I I ( I TO AN ENGINEER'S AND/OR THE TOWN OF D SIZE ARE SUBJECT 5• THE NEWLY QUEENSBURY APPROVAL. I Imp�n0 CONSTRUC I I TED HOME WILL ACCESS TOWN WATER. I x x ( I TANK © o I 6• 78 PER MAP REFERENCE NUMBER ON LABELED TRACK ROAD" E THIS AREA AS A ROADWAY AND IS I PRCPosEO � ( CARAGE i I I y l PROPOSED 3 , HOUSE H z I 2s_sr j N I ( MAP REFERENCE 7s•1 o I Inst t a LI 30_SE-CK J 1 MAP OF HARTMAN DEVELOPMENT, B, PREPARED BY J.D. B.L. & M. PROJECT 1 & PROJECT 2 N I * ^I I FILED IN THE I H + RING OCTOBERWARREN COUNTY CLERKS OICEON ,O 1950 AND DR OSEO g � CTOBER 13, 1950. 0,359 1PF "won Go "' mom, .m& 125.00, OLDEN CIRS (50' RIGHT OF WAY) vt ROAD LEGEND_. . s CIRS CAPPED IRON ROD SET ' , '' IPF IRON PIPE FOUND u *i,U E I AIM CIRF .. ....... IRF CAPPED IRON ROD FOUND 116.00-2-39............... IRON ROD FOUND 8.769 P.986................ TAX MAP SECTION-BLOCK-LOT N/F'............... DEED BOOK do PAGE NOW OR FORMERLY O.U.--- OVERHEAD UTILITIES �' UTILITY POLALL MARKED MATH'ONLY COPIES F a ORIGINAL OF THIS s�� STONE W, EMBOSSED AN SHALL OF THE LAND SURVE S "UNAUTHORIZED ALTER)T70N OR ADDITION eY of Lands SEAL SHALL BE CONSIDERED TO BE VALID S TRUE COPIES." Mom' BEARING A LICENSED LAND SURVEYOR'S SEAL SSA VIOLATION OF SECTION 7209, sU6-DrvrslDN z of THE prepared for NEW YDRK STATE EDUCATION LAW.' Keith DATE M#th and Suzanne RECORD � WORK ORN CHK APPR Fish GRAPHIC F TOW' OF: QUEEN'SCALE �� � ,5 ALL120 _ POsD h0 � � COUNTYOF'. WARREN, N.Y. MTS Land S SCALE: 1" 30• � V%.,[T PLLc IN FEET ) ' � `'s,i �' �/��//� O W 1 inch = 30 ft. s�o so419 DRAWN 8Y: pF SAND Sv 146 GAGE HILL ROAD LAKE LUZERNE, NEW YORK 12846 m� 5 JOSEPH P. CHECKED BY: Phone: 518- PLS SO4 9RST 696-7272 APPROVED BY: DA7F• �_�. Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 fl Arrive: am/p Depart: 2-,' rn/pm 116 Inspection request received: t� f Inspector's Initials: 1• NAME: ! t'�g PERMIT#: J DC LOCATION: 7� 01�_, P-b . DATE: !i (,• TYPE OF STRUCTURE: tI Comments Y N N/A Chimne y Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch.Plumb Vent through roof minimum 6" Roof Cm lete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area 53 v)e Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Addres vi ' le rom road Final Electrical y-1 ly,10 �l Site'Plan /Variance rdqulied / ".5 ^/�OPWOVA� Final SurveyPlot Plan /1/ /� As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required kay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&CodesUnspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. o Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. 84738 Cut-in Card No........................... ... Owner............... .. .......... !!!u.. ................................................................................. ...................... ... �� Sr' �� Location...............t.. Uyj 4eW Install tion Consisting fi 9 ��KJ�. L. �.. .f...�.�..��....... f.............. pp�� g ... ....... J...A...... Vz]✓t...=.1r ......................................................................................................... InstalledBy...........................................................................................Lie.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki ' spections at any time, and if it: rules are/violated,the Company shall have the right to re ke thi certificate. Date....`.Z..l �©.. ............. INSPECTOR... .. ........... ................ IAA..... --N C D A TAPT 1W Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/p� Depart:� ,26 am/pm Date Inspection request received: Inspector's Initials: _E4� -- NAME: Y, ll�, '� PERMIT#: OLI LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Com lete/Exterior Finish Complete e /� E Guard 30 in.or more a)stairs,decks,patios �0� �CIC_ Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete • �C Interior/Exterior Railings 34 in.to 38 in. 1Ns Platform at all exterior doors r Interior Handrails stairs 2 or more risers �� Enclosed Stairs Sheetrock Underside minimum ''/2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 001, 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site VII Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp, 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: G�l�t /' �v Outside every bedroom area: W Inter Connected: / Battery backup: Carbon Monoxide Detector �� Bathroom Fans,if.no window ��� /vA Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly �J�p Az-e_ /-�OC.L-�i 54V Cz—,e f`c"• Gas Logs in Sealed or Glass Enclosure ✓ Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area "le-KAIP—MA(A) A S Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft. vents ��9 &� ������e-Ue Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Insvection Forms\Res, Final Insp. form 2.docLast printed 2/12/04 / 2.: .Z Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: i Queensbury Building& Code Enforcement Arrive: am/!T epart: . am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. :! NAME: PERMIT #: LOCATION: INSPECT ON: — TYPE OF STRUCTIJkP Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cas Iron, Cop er Drain/Vent/Comm. P bing Vent/Vents in Place ",�Xough Plumbing/Nail Plates 1/: inch min..Drain Size Was ing Machine Drain 2 inch min. ad or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\l3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoit.doc November 17,2003 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspecti�re st rece' e / 0 Queensbury Building&Code Enforcement Arrive: ` e art: a 742 Bay Road, Queensbury,NY 12804 Inspector's it' NAME: �t t"7 PERMIT#: LOCATION: INSPECT ON: /6 C4 1-61� TYPE OF STRUCTURE: Y N N/A COMMENTS AFraming '. J� �p�,/� Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7.sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 CAC) Rough Plumbing / nsulation Inspection Report Office No. (518) 761-8256 Date Inspection request ce' e . Queensbury Building& Code Enforcement . Arrive: ' pm 742 Bay Road, Queensbury,NY 12804 Inspector's I�T7 NAME: 1-! �-� i 1� : Z->C, ,-`3(0_ LOCATION: CGOEA-) R r-)POD INSPECT ON: �Q) TYPE OF STRUCTURE: Y IN N/A PVC: R-1,R-2,R-3, R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. ),,Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Dead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COM NTS: L:\SueHemingway\Bullding.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoit.doc November]7,2003 Rough ]Plumbing / Insulation Inspection Report j Office No. (518) 761-8256 Date Inspection request re 've - Queensbury Building& Code Enforcement Arrive: m art: a pm 742 Bay Road, Queensbury,IVY 12804 Inspector's Initi S. f � NAME: �, _ I�, PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: / Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents 3� Cast Iron, Copper Drain/Vent/ Comm. TlupilAmig Vent/Vents in Place ou Plumbin /Nail Plates 1 % inch min.. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction - Water Supply Piping per Commercial Co CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check -G Proper Vent,Attic Vent Duct/Hot Water Piping Insulation ' If required unheated spaces Xombustion Air S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Building.Codes.Inspection.EORMS\Rough Plumbing Insulation Repoit.doc November 17,2003 � � 7 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re st ecei Queensbury Building& Code Enforcement Arrive: p art: �� a 742 Bay Road, Queensbury, NY 12804 Inspector's Init' Is: NAME: PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTU : Y N N/A. COMMENTS naming--,' Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation. House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SucHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re cei . Queensbury Building&Code Enforcement Arrive: In/pm art: QQ� m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall , 3, 4 hour Fif estopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation. House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 ,7W -7-:)� tz'3G Rough Plumbing / Insulation Inspection xeport M Office No. (518) 761-8256 Date Inspection reques ec ive • -�v v Queensbury Building&Code Enforcement Arrive: p art: a m 742.Bay Road, Queensbury,NY 12804 Inspector's Initi � NAME: V'1 -iTT 1A A M 1 1 o PERMIT #: LOCATION: R t`)-PC(J INSPECT ON: TYPE OF STRUCTURE: Y ,N N/A PVC: R-1,R-2,R-3,R4 Draint/Vents Cast Iron, Copper Drain/Ven(/Comm. Plumbing Vent/Vents in Place Rouo Plumbing/Nail Plates = v 1 % inch min.Drain Size Washing Machine Drain 2 inch min., Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of directiolq Water Supply Piping // \ 7 Cooper Commerc' t _ Cooper, CPV P x One d-Two-Tamil �u�`��' Insulation/Resi nt' eck/Con/imercial Che Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply foir Furnace Duct work sealed properly/No duct tape COMMENTS: n C-0 9-U-CGk P t--V-CAA, C4 iZ)f L:\SueHemingway\Building.Codes.Inspection.FQRMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: aIn/l epart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ' 1 NAME: � � PERMIT#: V� LOCATION: INSPECT ON: - —�� TYPE OF STRUCTU Y NI N/A COMMENTSaming � Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 . Date Inspection re st r cei G' Q5�� Queensbury Building& Code Enforcement Arrive: p art: am/ 742 Bay Road, Queensbury,NY 12804 Inspector's Init' Is: NAME: 'L PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: I Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers t b� Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHerningway\13uilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 A u,_ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re est ece' ed- Queensbury Building&Code Enforcement Arrive: _ p e rt: Ua m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s• NAME: P, PERMIT#: LOCATION: INSPECT ON: C' — TYPE OF STRUCTURE. Y N N/A ming %A A tb COMMENTS Jack Jack Studs/Headers �1 jv,.r�, v,\ Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 9 4 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p part: %4 am/pm 742 Bay Rd.,Queensbury,NY 12804 � Inspector's Initials: NAME: PERMIT NO.: LOCATION: , INSPECT ON: � RECHECK: Comments and/or diagram Soil Type. Sand �Lll Type of Water Municipa Water Waterline separa ion istance ft• Well separation distance ft• Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone /A)VI Seepage Pits: Number Size: x Stone Size: Piping Siz T e Building to tank G Tank to Distribution Box Distribution Box f ield/Pit Opening Sealed `Y/N/Partial Location/Se arations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan �'J�/ o C A•AJ Location off Syst on Property: Front Rear Left Side Right Side Middle nt iddle Rear System Use Sta s: .proved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 C�7 aid Foundation Inspection Report J Office No. (518) 761-82.56 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart• , pm 742 Bay Rd., Queensbury,:NY 12804 Inspector's Initials: NAME: Q-1 YERMTT#. LOCATION: _ 0 INTSPECT ON: TYPE OF STRUCT . Comments Footings ^ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48.hours following the placement of the concrete. M rials for this pu_pr ose on site. F ndation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: T 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection reque t received: Queensbury Building&Code Enforcement Ar.rive: am/p epart: s m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ _ PERMIT#: LOCA"CIUN: _ INSPECT ON: _ TYPE. OF STRUCTURE. Comments _----- __ Y N N/A ePiersngs _ _ Monolithic Slab Reinforcement in Place / - The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site.^ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 1� Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r uest ce' e Queensbury Building&Code Enforcement Arrive: I m/p Depart: -, lq pm D 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi Is: NAME: F P .,R IT#: LOCATION: ( TSPECT ON: --' TYPE OF STRUCTURE: Comments Y N N/A Footings Piers _ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this puTose on site. _ Foundation/Wallpour (� Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing I Waterproofing Footing rain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 oly for wet areas under slab cfi11 Approval c, Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Cod es.Inspceti on.FO WSW oundation Inspection Report.doe January 28,2003 s Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection request received: 1 IJA Queensbury Building&Code Enforcement Arrive: am/prf2 Depart: _am/pm 742 Bay Rd., Queensbury,:NY 12804 Inspector's Initials: (_��[-�� NAME: _-_I_� p — PERMIT#: _ LOCATION: _ p _ INSPECT ON: TYPE.OF STRUCTURE: Comments Footings �^ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pu ose on site. Foundation/Wallpour- Reinf • ement in Place �IJ oundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Off G B ackfill Approval Plumbing Under Slab k,L,�,J �CA D l PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\I'oundatiott Inspection Report.doc January 28,2003 cl� Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque ce' ed: Queensbury Building&Code Enforcement Arrive: VZ,%,,32 ai epart: = Oa m 742 Bay Rd., Queensbury,:NY 12804 Inspector's Initials NAME: C-' EI?MIT#: 0 q 3 (o LOCATION: }gin _ INSPECT ON: ��} TYPE OF STRU U E: Comments Y N N/A Footings Piers Mono 'th ' lab o ement in Place he contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. — Materials for this purpose on site, _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above .footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FORMSU'oundation Inspection Report.doe January 28.2003 Foundation Inspection Report Office No. (51'8) 761-8256 Date Inspectior . l ® 0 ' Queensbury Building&Code Enforcement Arrive: Dep rt: am/ m 742 Bay Rd., Queensbury,NY 12804 Inspector's In NAME: AD _ 3 6 A LOCATION: O TYPE OF STRUC S r-D Comments I Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place x Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inchdrop within 10 ft. L:\.SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: i 1 Queensbury Building&Code Enforcement Arrive: am/pm Depart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: (OQ LOCATION: INSPECT ON: V i TYPE OF STRUCTURE: Comments Y N N/A ootin gs sPiers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ st received: q W0'L ooan' Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT-ON: a TYPE OF STRUCTURE: S I� Comments Y N N/A Footings Piers / Monolithic Slab Reinforcement in Place The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Darnpproofmg/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfrll Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 LO m c\v NOTES: REPAIR PROBLEM: m 1.Repair is based on information received from the truss fabricator. 0- 2.Truss most be in original undeflected poson prior to carrying out 1.{4)-�lln'diameter holes drilled through BC where shown. iti { � repair specs.Provide temporary support to the truss. . REPAIR SOLUTIONS: 3.This repair assumes that metal gusset plates at all joints are intact E and not damaged(except as noted). -� 4.Field Installed members must have oamplete wood to wood contact A)Build shop fabricated Jack-scab(shaded),using lumber and plates indicated. Cr with original member. Attach Jack-scab to one face of truss with 10d common nails,spaced two rows, (D S.Apply all nails so as to avoid damaging of lumber and loosening of 2.S"o.c.per row,staggered,Into BC and webs. plates at joints. Cr 6.For all lumber,plates,etc,not shown,refer to Dwg.:#T04070927-R6. 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APPLY ALL NAILS TO AVOID DAMAGING OF LUMBER AND LOOSENING OF PLATES AT � E JOINTS. Y Q cr REPAIR PROBLEM: o #TO4070927-R5 REQUIRES FIELD ALTERATION TO ACCOMMODATE A VT HOLE IN THE BOTTOM CHORD o � REPAIR SOLUTION: of 1)ATTACH SHOP FABRICATED JACK SCAB(SHADED)TO ONE FACE OF EXISTING TRUSS WITH(2)ROWS OF 1Od COMMON NAILS AT 3.0"O.C.,PER ROW, cn STAGGERED THROUGHOUT CHORDS AND WEBS. 2)ALL CONNECTOR PLATES MUST BE INTACT AND FULLY EMBEDDED. cn 3)JACK SCAB LUMBER AND CONNECTOR PLATES TO MATCH EXISTING TRUSS. v 0 0 ~ N A. .4 � l r 2 5 X 8= 2q R:508 W 5 8 W:508 8: 230 R:5349 R:2478 U-1476 V: 292 U: 226 1 O LL F Q m R SL049TIO87 Sca?e:DAW=Y m U 0225 .1113671. ANDREWS-SMITH FISH C-S CHARLIE Robbins Engineering, Inc. 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S;:s= x�k�Y,t.-I� �� q�,„�t t„ '�o i ,.�.•.,. w �� . .BI �a ■02-r �o-c� S s i y RQ V. 1-�;•� Q' -g o- ^L. 11 • 933 Ia tall tp aG9S=d alt.rz111 Gilgit 040 AV 8191q Realm 0a,0,ta 1 o �,�., la>� �+ a ' a 1b1Ip 6Y9 ai ' � � 1 ,ptoar a i,akg � '1pa1 U6tiK 0 y1 + 17Dx7 .1C vase a e p4Y? .SAL ID a+Ad � 11 n a*t• yy ulad3 1acum qu ��ltiti ��ttld abw.4 ��g��n7 bml�Lt,21tiS t4gTB8B8ti9 ��%�t b�®� eg/Lfa j N CD " - NOTES: REPAIR PROBLE#4: m 1.Repair Is based on information received from the truss fabricator.: 1.(3)-%"diameter holes drilled through BC where shown. IL 2.Truss must be In original undefledted position prior to carrying out repair specs.Provide temporary support to the truss. REPAIR SOLUTIONS: 3.This repair assumes that metal gusset plates at all joints are intact J and.not damaged(except as noted). A)Build shop fabricated Jack-scab(shaded),using lumber and plates indicated. 4.Field Installed members must have complete wood to wood contact Attach Sack-scab to one face of truss with 10d common nails,spaced two rows, Cr with original member. 2.5"o.c.per row,staggered,into BC and webs. 0 S.Apply all nails so as to avoid damaging of lumber and loosening of o . plates atjoints. Cr 6.For al I lumber,plates,etc.,not shown,refer to Dwg.:#704070927-115. cc {a �, to Lr) O O br Q O SS1 � 8PL 3PL - :UJ • 6� 0 9-1-1 P D K �SxO= s a 3 5-0-0 0 a a �1�_0 -A•4 0'9-0 ?" -0 YQ-$'Q 6tti506 9ra 508 W:Soa - ite 238 R:5349 &s2478 0-' Us 1.476 U= 292 U. 225 LL a- m, SL C= SP 3-11-8 7-5-1 12-5-9 17-6-0 20-10-4 25-6-2 29-10-15 35-0-0 m CL TC ' 3-11-8 3-5-9 5-0-8 5-0-7 3-f-4 4-7-14 4-4-13' 'i'� HC -5- - 5-0-1 5-0-7 LD SE 7-5-8 12-5-9 17-6-0 21-0-0 25-6-2 35-0-0 35-0-0 19 S 40L g 1033 v m sue:0.23a-=1, . c�v V#0225 J#13671 ANDREWS-SMITH/FISH C-S CSARLIE Robbins Engineering, Inc./Online Plus'" job Hark Quan Type Span PI-HI Left: OH Right. 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'Q„� -•�: ^g8 I � � Sal 1 ti-a„ . - r • -a ►-a - r o-a-� ►o'er s- r-a� �-��^�d o=�1-� a-e-� a^L•I� To sea rY as a+q�4` pLrYIV >! 0 f a:ol i no a e1� out. O 1►Mi r 6xD 41 i 5 ay 1 log • 11pmo me�1-6 '>tid H NMI, Q •'0 •''i 0 "0 —T 9 130POB SIIM 01 Ow ;�aaut8gg d OF1{�'F13 �P US,; G$"ta uedg aa,� ulna 4tfiN 1 �r t;tltt �D'dd Qa�1, 'J�gWn� tidl7.Ltl�Fls 'Gv6�s�Cde'L9 ��:�7t I b�Oz/61�1tq 1 ( � /dg ��fi�41 7,H.25 �1�f�ag2P1A�1 EARATMA L.UMSER TRAD PAGE 11/13 man ! d,r), Qrasn 'rye $pan PI-S i tent ON Atsmq 0n Fshglrteanhg 15671 o A23DAE1 o gg qq Ia R Ax�,r R I� tk ...inane H sM14. 0 ' 4>ebd Q1 , 2, P S. LAC; R P {laA{I at JoHow a „. Oil' Z 1 IP as<0 s110.1 0 �1qL f7pg1nOs 7/�sO6 - WigglyR�DE R1 410 A1nAd9 t-t�•O )►1$a t)1 log al ago vllayd 1'.r. ar?) I •ia•'�n1�:i", , Av � lW7dp AM>A GaA)C7d BdPla1 D 1aq"■1' Ipj*"ha 4fnpin®Geing, 1'na.i0nlidd i114" Af1tMN, TWb WNPIM 8921m nt9a 91UAnb )lLYJR ■■ VdDP400 76.o,dp4 =991,9z01981 OT WIN >Re$fi VP1RT WME 249, No FM'Rc 7/ 8-0a A-9 ■lt,7111 E,o j.453 ZN-pot Kul -1911P 6.0 Jy eTH 0 zo 0% rira Luma i.secs t(+A -12.19 find A aoo DID D Ad a- a 151P a.0 QK a 0-26 adD4 a ■1,0.p 9.0 a BON Rba 0 9ia 5- a oQca a.99 erc d IIP-Y8 Z5Z 1�akrorrx aFAPMIA WN D.?>i Ric i aos-J(R ieitl o7C s WON VON WToTa AOAv.SZt►fitL I10 AM o vigyyQ, sNaN NpOed 22 1 eA>r• 2 s9D Zan Z4)-sit AI 'A rsl(llAA ZBaanAmlOr 1o.5a "FeggTrGtarl A Aaet a -p7 r+ q AX9 WMAX60 1001Uec 14.04 A-S 2%, dR,1:3 1120 H UmriE M144t 4P e- b- i.G1 21 0 My% Om 07d>r) o.a 471 a MOO OBPa a soao lufa� D ea rf- a x0�' a>m 71.a so 10 n-C AAMB A9 P-6 frAM Gr1S n,0 10.0 P9 J RXTZvp!lt�1C11 iOWPlli cqC to= mot 03 WMM /! I1Zvraa L 190MV 75,.s La.O .95..4 NP Mot 1't P.00. QC O,G\ tiSl1 M 0TRIVIL •ier.Remsec 60,24 mRalTiOicrS ELM aver s4tGil "111 tlII.PO #-K a.0 40.0 S 911 TEM 171Gi41a1 x4wzltD Axva , vw ofar) g-e ae.a cola Cab 01140 - 001 zMauA INS elm 11,a 810 941A11QRs C1�yTSAiA y+t G1fOS07 0 Hai1vOCU0 b An 0.4 014 +>d4 �Sd1$ paP1 VtA�p vlroms g11B&Z+r+gR r■'m•L i✓dP W©s)1"S 111.4 1¢.0 aD.a saa wo 21 434 Icost p{Snp;Ha p 90.0 �tii, Ax!;DDx&,rc S1 FaN 1 ■QA71 6� 9 A-M -0o,atc A,e N saar d 9717 8-14 amalAllm MUM; WS 420.914 010 0 !o)Le Mit sloemseM aBp�oa ):t0i10 1101 1110 sing �LL.aN a,a Ir60r. DZA a URP"I is oe Q�"q Li,e)t �.4 La9� �j 4i! bOmdSN6 t+ilrSti; P� {pala� l91J!lcR4 o�><7Caolc�A R6iG Ort+r Z!R BN 1. 29VIC 708 Man 1018 171 V' M A'lFWH 71 4 A �a d 1 D I pip .10,40.0 sme ;!s XN-0T1 Mwaft 099 I(>;M 1RLas Hill" 20 !W 7t.9 Ra.4 91.4 A P! tly e2 '+ i T,0 Ce'W"'. PU "n rj%glPPF );. S0R0 114ri1 0 ■904 D■ G A-�i 0.8 See uses 1,sees OZ. :4IYA Y v45R1r xsaW43 a RNA 4xblt 0 -12 e- 8 R,n 0.e'J aria t 'eAa T?297 pfi TAB III-Olm R■AL 0.14 070 a $99? Mon !TH d ■P7d fi- a s010 r.U% Na VIVO /�1 11Xpcs N 41-H 0.aa Sap a -100 -GASP t3dica fls>ti 0 S941 a- a LMMA�y�ss 11;MMr 01 cn1ek 14-11 Dine1 isat a 4aPi -1ae7 C laaar » o 9490 to 8 PLATS 00365 IMPWMI iO,OSs B-lS a1a0 We a 14''sQ -SC'lo6 ZOAUX"I Arm vM (edb'1 IQ-Q a,97 Saga C line, 1795 1�1mi1 anAR pi >tSiCP itpdM Z36G Togo Gi4�p 7L14 0.13 0-0 0:is stl� Q -R,996 -lAdd S�C,4x"1411 ZS1®FIDmeHI LIBEL b491 Clip 0.d 4,0 amp O.s4 e,4RA 0 4L0R, 1440 "An ATUIr Ps"01 1S0.Oir TOM Mi.t tA,S1 03.4 v-0 01r11 W9 �' 14401,1750 LOW911q T/ivR qS>IID 19SU) &$B60d7Q7SE 1 DGT$OIA.� c vwo y mbg =0 yi.a r,0 A-M ■ 5.412" 610 A-m 0.9A llpfl 4 ■%Ad$ :1OCA 9w co a,D 1i3O HIM .1S,an 8,0 R-i' a 0.74 3309 C - PIP ®Add ys11 7.2.0 said P"qq -1O,IA ii.0 ;-t o,80 74# q) 983 9!t Sk NW90#0 0 -4d16e I:'a 4 o D.P9 WA C R47 SiGi A-M 4.2 ,o �uH4Nt 491,1 KRA a+m a.GO 411# T seat 10 )4->� ■92.y 4v Wo 2OA2 vANA MIaTH q+a 0.9e ans, s -add ,10 ll,d WIN too lid-in ware qa� l,R.71t'i 6.0 A R7CN U4r4 0 1- a X-x 1+ dR4 G A � toga C b4880ATi 0Lk41"X a 114AR f1LA p -A4g r. 9 L'-Z ■ $734 T 9-M v :001 a 9'q "PA g�St6 WAT amuse C WAS WA 8 ■CQe 0- a t)- . 77ao a' t-s` n e70 v 9911 s !!01 4 PAIN W 1S / .DQ iq-tX y- t4D4 T a Btu ■Po 4 a- a L mm fait bo )►aw atom. SHMA lS-v 4?9S C 9-11 Ir 409 T 45 20)w MR i a Alm s- o LVMO!)RM174 PP a afel �s.o� a.1r � m itOrR RLR 0 +dtd b- d Awvra D St) 101 1S.0aA ON" (la1) c71 1416 ftrA n a17d" 10 Opt' LaxR Cents Y! NS1m navN!ssed0.' TO: CA 10.0 L4 OEM . 0121I' K tP4■ra>1Htseo Sum= dQd R$ 111 ono%. #b,ea HITS 1fe 0.0 O bL� L g0R>m � 0.89+ AT a A/•ATR rltiltEpd ZK040891 40.0t TETAt 71.4 �t3 si.a !S /RPR 1111d+& 1 ro no rioA►cildG 11�wd Iwo Iran) srcakt'OW01 a,TSN aoe cpa 7b,d 6,0 h-il 00'a Z0,0 I; q R 9 W71;1 X4 mli ATM CHO Vv,a , d.Q Sa 0,0 solo '1sS Yi11S1� w�lvor wss7l 7OTlii1 71.4 I AA,h 8a11 ■v�P CR7/raPlA /Aa a RK4 n,,11. Ra6Dln11 fttglnPdngl mdSDnnne P1�1!"'41ti0e41d01V6M11161e.1a0Rwngleeatlp•fs8rok 7IA�pM 4P;1311A AM pp0b 7 atx ",�:6ti VOO �LZi60 6LLb 9I 1 d�d S h 1 I 3 S�7`lI��0 6 5 l �l d Z9L 'oN m Co NOTES: REPAIR PROBLEM: m 3.Repair is based on Infomtation received from the truss fabricator, a- 2.Truss must be in original undefiected position prior to carrying out L.(5)-Jill"diameter holes drilled through BC where shown( ). repair specs.Provide temporary support to the truss. 3.This repair assumes that metal gusset plates at al Joints are intact REPAIR SOLUTIONS: and not damaged(except as noted), 4.Field installed members must have complete wood to wood contact A)Build shop fabricated Jack-scab(shaded),using I umber and plates indicated. Q with original member. Attach Jack-scab to one face of truss with 10d eammon nails,spaced two rows, 0 S.Apply all naffs so as to avoid damaging of lumber and loosening of 2.5"mc.per row,staggered,into BC and webs. plates at joints. Cr 6.For all lumber,plates,etc.,not shown,refer to Dwga#704070927-R5. af cc U) l in C� Y 0 1 a � , .e! O � - N x l---sal•. aes 5t0� W 0 40 3-4-10b L � � E �y 5z0= x 1 �3 5-0-0 c 13,a-O a:s08 w:soa 9. Rs 238 Rs5349 2`Q 08 0:1475 v: 292 R.,2476 � 4e 226 E 81' w 0- SY .� 3-11-9 7-5-L 12-5-9 17-6-0 20-LO-4 25-6-2 29-LO-15 35-0-0 k TO 3-11-8 3-5-4 5-0-a 5-0-7 3-4-4 4-7-14 4-4-23 5-1-1 (D gp 7` - 5-0-1 5-0-7 - .-. 7-5-a 12-5-9 17-6-0 21-0 2 25-6 2 35-0-0 C7 35-0-0 1 SLO49TIO31 CD CD Scale:0.2W=1' N U#0225 J#13671 ANDRBWS-SMITH/FISH C-S CHARLIE Robbins Engineering, Ina./Online Plus"` m job Xa rkQuest Type Span PI-HI Left OH Right OR SingleDrrnpiiig 13671 R5 10 CAT2 35.0000 6 1- 0- 0 1- a- 0 71o447'0927 W ROhb-ns Engineering,InClDnr9e Ms-a 1298QM Version 17.0.01I single Orawiigpor Page 929f2004 52O:Oa pn Paget [fl I ` 6�,BF1a5Z041 5Ap,ATL1GA L,UMaPR TfdA17 PAGF 17/18 07I�19120041 1151 V • rl pu EywlglneerJnQ 17ob I WIIIX Work T"a BvBiA pj,-gj. test on �'�� X.5 1 10 CATO 200000 0- 0 x- �, D w .T..u.•� ■iRj ffi ! a ANIy A><eu' 1Qd 0-" pXiit I� 4ad N qML - 1' ..r.ple M E�tve, a� o R-Q.•�AI e,ee�� , L Sxa So �40p p situ I .• 4li4t I E 40 M41 •t Q t 3 W a'1'sbd ato a Rt Roe "�U' �,ti� ITI 886 v`iy4.1�N �U1 SIN '^l .I���~ r 1 3T � ■.,, I WA W"lk An SAImgn 0as[a.D ttlp°■P Ropl�SnD Pb:tpin®aG�ngg, lAn./CnLln4 V1,11"+ AL�rL1A;E, Tt1LL00 �Dx9ttT¢ 948.d TAU a„>><na esa/ ■■ vnnattatt 7tl.q,014 Iai(OtdlErrt:xal OT 0.tN1! LHO V6RT wield A"aARle 7- 0�44 A-Ta ■ix,�tl 4,o sAo LAM WORKlR.l -�E.7M s.D A 10; N91A LvA�$R 13593 >R R0l1➢NRLA a leas a� o Sol 0,17 2N A ilk'-9a 3200 -4,Ob1 0.0 a M !Wa 9 yLa D- 6 s= U.90 IS A 1!!'4d i94a, av[omltr 4NSTCRHA tree 0.9R Ax R 117 it . 0.aia 0� �xr>t Eai1l vZAT r�4 loin c1A91C Ale Ayr�2.¢.,a,,,.T�n.�iSi111 aROcv Imala Rw 4 AR1/w Z LTAg 7,81 Z)1-i11 p,L%mu IIm71II10 ■P•.•AB•.ZT W0 1%C E4IZO,Ne1 A ?Tti 00 -b1 D- a sms 12"A9 XoRms; Is-al A■1 ON 4 wwa 1740 >6 ncae R a" LOIDSIIO T'j�"1Al O71AIA (d97i o-a 17[4 pP••A4 /=MD G iUOpl N1ftit 0 Ka S. a TO' CIO 71.4 10,9 e■a taAM AB 0-0 11W= 0.0 niolx101"l4�4lrh 0.N 1e®QI st1i� anelQ__05 WSW // UP410 �• TOTM 11.4 10,0 04,.4 to LE,09 � i.DO !fG 0, 1 btll4l11A /TMA ZkgWZ Ml 60,D1 mACIISSOgeI lfJAx ATPHSD itta'lllri I dorOA f00 0,0 LD.O TATB=26 b41lICL1111x Ta!•i�Dt 147 ZmAD (Rbtr; A-e 10,1 L0,0 1 40p Glen - commmeva a0raekx oAS' IUAA MCA - colatm us m 04ti 0,4 17.1 sW ram pall% Vw winla ■ Q-L 9-W Q-AT TOTAL 7L,4 4-140 89.d yEU IRS' -OAl T<RU/A 1rAt7SL7O T 94.0 aN, RxeiOg1409rt A R7•tt 4 4471 1. 0 A-N -po.eN 4.6 1 aaxa N o 5727 1•1 4 sm 1.0N II OMAl1DARD L01t[Ztfro 14o8 .RO.eH 1.01 0 IOFI AVcA 0 2410 a- a ,ryxam b't�1i(99 1tAt7TLtt1 I 21.6e �q IL,ex i,4 x1s0 Al,61%m xgumG =Vs. i RAPT) 4bal�n4 6RZT ish R6RL orlt - 290E dpir - 999 aa$ ,141 71.4 as.a 0 TSRA aorta vAltr a1pTa AT" crab 0.0� 0.0 . "A M IN-ba H1RdDdl tax p 104 10127 HOW 4p� 7 AI �0,0 BS.a lA 190 101 -98 d■ A ZOF m 1 AIvkPOT1T CATURZ& 6 601U RYA 0 604 A■ i A-in 0.03 ;Ago OR "���e -4udi �, 731A DOR& vmw muddy: a UZU V9d[ 4 .,4ti e- a z<■L 0.67 aD94 1 s -017 qB >�■ itt■!1!( L-ES 0,11 oYe C UdT i00 A RZN Ss,I,I p ■G9Y S- a AOpo rho pA VAND // 09991 1 AL■!f a,61 OSI O -�edq -6889 1 gDlM RS>t< I 0 •5a4A o- 1 r�ttmm PMAD mmalt ec�oL WA Olt 014 C 48 1Rt17 a Ilo>An sra IV b �A80 R- Y R141,10 ALRs59 2RUWki 40.5% a-N 0190 L49e C Ltli� �tiVo LopttlN4 ld9d DEAD (ala) N-q 0.09 39711 0 A&K 1796 4atiP OAOeF�IL t(;11A PWA LKIT TOP 0An 7L.4k 0.4 0.0 0.43 1406 a -Z790 ,3d9A wwtA AtRI/a rkmo a"I 40,04 atK 4kD. 0.6 4.0 0-P 0.10 1X1n 0 ALAS,-7040 R4aRL E4lPl/t WA91; A0.Do, 0104 7[.a Ip,d 43" D■a 0.✓EA 6029 14401-17U8 zo>.oSt1q ve 0z" INV) lll(GQtIldlysI V41CM4 up mar cnD •s3.GRQ 0.0 APR 0,91 tape a -XA41 ■AJyOA 19,4i CRA O,D �,o tAQ.L -21.6N Ole n-T. 6,14 a709 t: -SA72 -SOtlG Tam 33.1 72,D d1.a 1-pp -gqb,en o.a i+II v.s® 7aa 20 I85 -914 1kC19926081 C ■l(O,EN M. H-o D.YY boss 0 147 %lop n-K 4.1 i3O las iA130AIR 0.9 0,e0 47d4 T 1284 103 M 1k ■Ld.7it 0 dC' TxlII utmi VeAfi MIbTs n+q 0,71 d9am T -xpb ,d07 p+QQ �18.7td �,a AAA [.Ys Ix -w WPL4 Rom -JEB.'IN 0.9 it vzN -104 C y- d R-1 w USIA C "A& URO C 91799on'A'jll'A°1341i► a 8034 wa 0 -I12 ON a L-Z ■ a7SA T Y-H IN Ross E OA xlttn d VEAT wow C lt+.�p Psa 0 -oRa 9- 11 M; . �la8 C D.9 a LIDO @ A V 7g89 ;R-A➢C 1 A 9ZN -se 0 A- a Lt171b 6ASi AD A0Ta ITRA m 51(of D-0 099 d 0-0 Y 409 T S aORC VUL O 514 6- 0 SZOlIDiI►IMP�en xnClUM11 aZ10 C-t M SiiBAI C c 10110 "A � 0 -48 4- U Pt4►Tl 0A 2149m 1DC4 !s,oU aGM1434R19 !,!� VSl.O tryR1 bdelr.L ■ a.30�� iN O�Q 4"s GUN 09 Nily me m nma0m Val GRp 31,4 LAA LZ 0111% in 0.111" d U1161RAV/089 7 MJJR AWWA/ *CURD®I 10,A4 71=4 ED 0,0 U,U ntw�rll..77,�IIol{1S - O.A9- 0 0 QLARII "mpgalttmull 60.o11 TORAS 71.,A �a,0 9i.A a�1tlDm>tt, (QL-t7,il a 09 E0A9lt!¢ LZVAi PRia (R6r) �(C1erx0Ale 1 Sop CRR fi.4 all A-1 Ip.O 40.0 vaarxera cobvwm xG 121 xn't'A>r 72.4 1 SIIJ 15.4 4c*v0Mb GRZTEPIA 19pBSN9 1941 miessim. ii�AIN analnurt�p,me,k+l�mle Pl4a<�'4 aoaaaoa vallllen�4,e.4R+englnevdn0•�Afl1rtN�lenlcal fw4fn4 RM Page 1 a!x Inn"mnl. llnl If1 . 0T �00"� 6�;� p00ZILZ/60 OLL� c�A1dd�S AII���3S3�1�1 1Nd6� 11�M6 W 'd3S ll d z9e ON cobs 13671 Marks 92(4) Quent:ityl 26 Types TR SPan: 280000 111-Hlt 6 LeEt OHS 1- 0- 0 P Rfght OHN 1- 0- 0 P page 1 U#0225 J023671 ADtDR3W9-SX1TB/FISH C-S .CEARLIE SCHUYLERVILLB BUNCH ~ ALL PLATES COW9RSD Cal 8I23 10=13R LATERAL BRACINOs x"IHUM RSAMUMSr Condon Truss NOT83: m Off J0INT8 EXMM TOP a." 2x 4 SPY-12 TOP CHORD - CONTINUOUS JT REACT ACT 19ID J3HQ WID Total Design Loads (plf) 1. TRUSSES HAKWACT(URED BY - �JT YLLTB SIZE x Y BTK 0.81 2x 4 BY-/1 STH CHORD - cobrZINUOUS LBS IN-Sx IN-Sb TC 162.80 A to 152.80 8 SARATOGA V"ER TRADERS 'ITa 5.00x12.00 l.66 2.76 MBS 0.50 2x l SPF-12 A 2726 5- a 3- 3 TC 162.80 B to 262-66 C 2. EMPIRICAL ANALOG 19 USED. i9 B 5.Oox 6.00 CM 2.30 WOO. 2x 4 UPP-19 C 2726 5- 8 3- 3 Be 200•7. to 20Q C 3. TRUINDSS S is - ANBZ/A S 7-96 C 5.00x12.00 4.86 2.76 W92 23c 4 BP1►-Y2 TRU33 IS DESZGHBD AS A D 4.00x 9.00 CNTR 2.75 UPLIBT FOUND AT BEARINGS MAIN WIND-FORCE RES SYSTEM 6 4.DQx 9.00 CNTR 1.75 REPSTITIVB MEMBER INCRBAeHS,d ERG. UPLIFT BRG UPLIFT FOR ]EXTERIOR IOdiE LDCATION in 1S.0% FT 0.0% Be 0.0$ EBS LEE WIND SPEED - 9D "PH A 222 C 221 MEAN ROOF BEIGHr - 251 E E880SURE CATEGORY - C -�' DL+LL DBFL . 0.46` AT S3 OCCUPANCY FACTOR - 1.00 LL DBFL . 0.31' a 8RG-SPAU/350 ENCLOSED BUILDING, CE SPAR/DBPL IDL#LL) 730 TC DEAD LOAD - 6.0 YSF 0 Be DEAD LOAD . 6.0 Par p 4. ROOF SNOW LOAD PER AWE 7-98 GROUND SNOW LOW a• 85.0 PSB Cr RAItt LOAD HOT REQID a, nWORTAHCE FACTOR: 1.00 Cr THEEWL FACTOR, 2.00 N EXPOSURE FACTOR., 2.20 l (BALIUNBAta LD PAC-0.84,1.25) S. PREVN{Nr TRUSS ROTATION AT -i Sx6= LO NO 4-1 ALL SEARING CATIONS. HD 4-1 B t(g 2 6. ANCHOR TRUSS FOR A T07AL O HE 2 J K XORIZOMAL LOAD OF 232 L88. C ~ 2x4�i TCU rCU 23a4ii A 31.hole drilled into thecentedine of fhe N 6�3x69 H 3Y6, bol(om chord where indicated by(e)is allowed. Q No repair is necessary if all cod3Jledor plates IT7-9-15 2x4` S1 141 S2 are Wad and fullyembedded. 2x4. CL 7-4-L P W1 Z Uj TCL W W3 TCL Sx12: l� 5x12�:a w3 C A HCL 8 S3 D SCL 4x9= 3x6= 4x9- O- 0---A 1-LO A:So A Rc2736 + 222 V: 2t� TC 1 9-6-4 ! 14-0-0 1B-5-12 22-12-9 2 1O 28-0-0 't t F Be its ,.� 2 B-0-0 ALL PLATES ARE 1,0=0 r C3 LLSStQ�P� E Q RRVIEWED SYe Robbins Engineering, Inc. REFER TO ROB81N6 RNG. OWNRAL - rl- PO Sox 2a0055 NOTES AND BYHBOLS SSB$T FOR V Tampa, PL 33682 A13DITTZONAL BPRCIPICATSOHH. Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHTt 18S.2 LBS scaled 0.1¢¢• - 11 •• RD]iHNRS WC1Ctoanedoe Ptetel(b0¢l1.f}ir.3aet1.aSlr,7 Arb3•S.4 CradrAjlald]be RcbKati:y.fhbura ao trsS.mal6Vgrorlac trecton tlrarllatrT tefbtWacfST ff applied oa botl am a(baaat tle1i ICUL Cs do she pheda.rm llama ader.Ae by penmeattrats brnrag lRtvm N1691 upadi+aed 6y pe7t.sa FtlNe lsudl.lr.lg3 LoadaaeB #S Designers LVCAS AHL '-' - drd"63)a AI-diaLUde"Gib ndtrlaEkLed bl am LNUts riaie, TC Live 11.4 pat Checkers NONE ASSIamm Vassal MlY the cbw*w kwhn■[xW as She renkand let Red.Wisomkom orvwsn u.isaed to Fels pr&Wkd raddece.nrdag prom erecHa bntrst bPm)lml TC Dead 10 pat RBViewert L plucCm3aNain.SpLDe el(Y RtKKa110Lt.�Ittnli tpaaa Lsx.=4-bmisped"i nppUngLad"damidn¢".Care 3Wdt beu4ts go prtrt.ddamage doing"ddAdaa. eaC adea Wksid tobvn e.Cure1Wdtalcita6aa dbIM be PerBcm"u tgldpm..t torah.CJppi"aadnecfa.7epsudbdiom tYtrd+ahaLbesdrgvMdy bnudin 4e Be Live 0 pef AaBiJned3 m +Hlal prmaoa aGpttW[gldals udpllten.TL6lpiga tln prtparedf.accvdaece abseeKdilsta0.iat or rlgld tdJldg,re�eairefy,114 t'ie Krpm3llity ararlera ro Be Dead LO pug Rev Hod N Mlb-lUuooa3 Desk*so"Iftsa srarscrtu.fyLde Glmbet ud ea i'arWcng" aoeerwm Adlikedgitn[oads■L2btd o.WE dn"ingmeugeaeed dit stbad deW (APIA)."0edp Spedlcadou Gr Nefad ro MtW le CWaetrad We.4Tm%*W(M). k do Imposed .cmK bft estr u4seth.3s■daimpatd by the bxdbs"att+dc.r Total 93.i pa! Rev Dates 00 HUD MAP 01ftria rUsust0 iurtett. 3aaaAW et lalcrawds. LAImbar SZ L.15 Rwa Dates 09/29/04 m Plate Bx L.15 Versions 17.0.012 C7 f71pNW1ACOW07ridlSbFS[GNieEREGTIOXCOK7MirOR SPaciog 24.0 in. Drawins3 � R IS7NSERPSrORS18lL77Y DF TIIE W rJD3NG DESIGN80.AND 7RLlSS➢A>t-TD R£Y[CW THiS 4M1YJttC,& Vaa1aV THLT riLTa tNe`I 111114/:o1M A a Aanc M V YM1Rlt to L9(`i7 PI gal lCeY!'C F Ta a T•i11CG 1 LYAIITt Lrjf,unsEngineedag.mc.OnlinePJuSr'®18962D04Version1T.0,011EttgrleadngReYivt{VarlVtg iV10063:50.10FM P30e1012 T04070027 i,� SEP, 28. 2004 11 :57AM SECURITY SUPPLY N0, 762 P. 2 a - � - /7tl » P J C/ ye-)PH P(V s 3-fi?12, gtl� !Lk Jobi 13671 ldateka R2(2) Quaatitye 26 Typea TR Spam 280000 Pl-111a 6 Left: OHS 1- 0- 0 P Right ON1 1- 0- 0 P Page 1 U00225 J$13671 ANDREWS-SNIT$/M39 C-S CBARLZ6 2CHUYL8RVILL$ mural ALL PLATES CSNTBRRD CSI SIZE WOOER LATERAL BRACINOs XXXIMUN REACTIONS. Comoon Truas NOTES: m ON JOINTS EXCEPT% TOP 0.94 2x 4 SPY-02 'POP CHORD - CONTINUOUS .77! RRACJ:ACT RID RHO W10 Total Design Loads (pLE) 1: TRUSSES HALRIPACTURE6 BY - JT PLATS SIZE X Y BTH 0.81 2x 4 SP-91 ETM CHORD - CONTINUOUS LEE IN-SX IN-SX TC 162.00 A to 162.80 B SARATOGA LUMBER TRADERS N A S.00x12.00 4.66 2.76 VBB 0.50 2x 4 aPT-*2 A 2726 S- B 3- 3 TC 162.90 B to 162.84/ C 2. LMPIRICAL ANALOG SS USED. 0 B 5.00x 6.00 CUT& 2.30 NG1 2x d SPF-Y2 C 2726 5- S 3- 3 BC 200 A to 200 C 3. HIND TOADS - ANSMASCE 7-98 C 5.00X12.00 4.66 2.76 NG2 2x 4 SPI-42 TRUSS IS DESIG71ED AS A IL D 4.0Oa: 9.00 CNTR 1.75 UPG1VT FOUND AT BEARINGS MAIN WM-FORCS EMS SYSTEM S 4.00m 9,00 CNTA 1.75 RCPETLTIVB MEMBER IDTCRRASSS[ BRG UP617T ERG UPLIFT FOR EXTERIOR ZONE LOCATION Ps 15.0% FT 0.0% VC 0.0% LBS 6ES WIND SPEED - gown A 222 C 222 EXPOSURE CATEGORY a a C � J DL+LL DRF6 - 0.46- AT 93 OCCUPANCY FACTOR - 1.00 LL DBPL . 0.33- c BRG-SPAN1360 ENCLOSED BUILDING. Cr SPAH/DEFL (D6sLL) + 730 TC DEAD LOAD 6.0 P38 (r3 BC DEAD LOAD 6.0 PSS p 4. ROOC SNOW 7AAD PER ASCS 7-98 1- GROUND SHOW LOAD- 05.0 PSF i Cr FAIR LOAD NOT REQ'D LY IMPORTANCE FACTOR: 1.00 CC WERMAL. FACTOR: 1.00 (r) EXPOSURE FACTOR, 1.20 (BAL,UNHAL LQ SAC-0.64s1.25y J S. PREVENT TRUSS PMA.TION AT Sx6- EO 4-I ALL BEARING LOCATIONS. (IJ 1r0 4-1 B EN 2 G. ANCHOR TRUSS FOR 36 TOTAL O 8ri 2 d R HORIEONTAL LOAD OF 232 L.EE,= ~ 2x411 TGJ TCu 2x41t 9.A W bole dniled Into Ih000nledineof the cti 6�3x6� G S 31c6: boilom chord where indicated by r)is allowed. .0 SL 1 32 No repair Is necessary if all connWot plates � 7-9-i s 2x4-, N1 2x4r are 6nlacl and fully embedded, 0. 7-4-1 F H1 I LU TCL W2 W2 W3 5x12-- Sx12� A N3 C aQr E S3 D BCL f7---5- D- O-+3{ 4x9- 3xb= dx9= We508 W:506 d3:?'126 R:27ZG A, U. 2@ a o Tell, 1 5-0-7 1 9-6-4 1 14-0-0 I 18-5-12 22-11-9 t 26-0-0 HC 94 18^5�2� :T 29-0-0 ALL PLATES ARE IACK20 �s c? 5S10�� E Cr REVIEWO BYl Robbins Engineering, Inc. RBPER TO ROBSINE BUG. GENERAL r- PO Box 280055 NOTES AND SPOOLS SHOET FOR Scales 0.186- . 1� V' Tampa, FL 33682 ADDITIONAL UPECIPICATIONS. Robbins Engineering, Ina./Online Plus' APPROX. TRUSS HEIGHTS 295.2 LBS ROBUJ2s1 LUCK m-Wrplales(lag■.prr.slal-ATFM AGl33S Cnde 40)"Ibe PbUu YeyO.bean aorsapw0lilT Pow at[rterao crimes,S[Id twd.8v '-' ■ppeea as hqi lttK qs4■b aleaN)sltl.Cealer the passes■olra lhm aa6enAse b]' permaae■[ls.a luaetog,Rekwta RlBAl is p.LU[Ltd hr the Tr■ss Rak latLL[.k.SiJ LOadcaae 01 Designevt Lums AEL NrtlaW sr dhwasfaw LWm 4kn&c4odkNtd bya"a-.all Jw Id p1■w rue it Oaarda DdvA Sulu 2K ESadt-6 WG0wtI.SiJs9.Jhrsaas aragge lnut■Eft TC Live 71.4 pat Checker[ MONS ASSIGNED pae■pd ualbtae ta■rdrasoKamWly albs peak a■dlr.bed.Wllaoee kdaUaw•aoes eaatla.cd 7a net pd.ssiidal ad.ke emnraladPr�er srasw DrxlaQ to pre+tu TC Dead 10 p et RevieveYl � 1.pkyecas■darea.Sb11[Rwlr>Aas[bwn.Oreral pars■a■ms 4'brailogr attat� roppU■saod^dom[■do8-•�sAaal4 be ulctaao praYoldsm■6cdudaj iLr[ta[ca, CD - ew4■.1eu 441eaael dlern4a QiaU■s■ad eadralo.sWSDe per6rmedmeq■Ipoto[ sloneft.blpp[rs■ad er"doa.Tp■ad bakaa abmis sane brsdeq■ek7y braced is be BC Live 0 psf Designed[ f9 thltaprodcal■■apWasJlNalsaadpldn.Taladais..mepeparedlaa[plNuce abseaxdshamig8wrrlNetUJOyrespetlrtlyIt1st1,ernpmdbU0q•arosbtr64a BC Dead 10 pet Rev NOs (V wsl6-Nsetead Deafg■Spartt.do sk.Smm-CndeI mba and lk Famel■ga- as[tds416sltaedafs-Inds al�tdm plk drs>,fas menaegted Oe aaJutl dead rAYIA). Dafg.SpoeLeadou AW ls&MKcWi We Gasakd Wood7--0•(rV1A badalmpxed bytas w ttnm asd UNlre tads ley4N bl am mttl buUdlos-d oc Total 91.4 pet RWV Dates and HUD Balsa Cetseda brTn"lhdlen. aaslm[tatdimmmt■dl Lumber SX 1.15 Rua Dates 09/29/04 m Plate Si 2.15 Vdtaioas 17.0.013. co Sj&l eouACMOFTHISDES[Cti'TOERECRONCOMMAC[OR. S aciL 2�.0 in, DTe►rings ITISTHEAR.SFOMEMIY OF nM 0UDDR(QDESfCNER AND TRUSSFAIL TO 3MViEtW TUIS DR~G.0 P 9 SL049T1035 n N.glatw'■eraTnAV&MneliteNrentas tona.irnxwwswlAll?!'it rie.srco►rc�DaA RCIICCi wrnRc u'�'bra A p En0U-10wi lg.1a0 n*1B PWa"'01990.2004 Vorslm 17.a011 Erlginwkq Review Dr2edeg W V20043:5@e9 PM Page 1 of 2 '1'Q�FJ7(/QZa a) `�v St-o— G � F • AepF_ c �lti 93 :_ 4� PArat oil/13 �71�9/2E�aa 01"�5 5109801041 SARATOQA LUMBF-P, 'CRpD .yab lurk quan 01-91 ?rS=% 02 i4ght 0ta 6tlgi►outing is TR ,Z800ao a 1- G-. a S r1% nne m ,~w I i trill itul'a VJ iii 9�B 4 N UP -In 6E J y-ri-c4 a�14 i 2tx4 7m4* }� 3 A) I INCid a»�a', ArAr Ip leleal' ` WIl��4 V R(170a (� / AIA11*4 ut t(A1 1 V; e9 '�? 4.p . ,,,, 2g a-p W,. .,. , •,,, .lei AiL DP.A77fi fiNS wcrlRa PS��1 D�,�&"�,I, - nnbnLn4 Ba9LflQQVAnq, Lna./0r4404 Elba" 11MOX. YRUNA M011Tl UM &%S �, pniln. bias �' t(Len3on 1l.0.004 Ti011 Led IN-49 law"cm 010 io.a AMppaI 7-je-04 A nN a1 -4 b■ 4 tcN'" 71.4 94.0 91,R c a4at R>LR 9 a s e- 4 txGgarzs+rri eex aYas l�R 7.�etra n-R a.a La,o aTK o:e� Ix 4 ONN ill at I r�.w��aa aMPa ZVOPPPA541 00 0e av ro1,m doss u), 10 p SM4 O.oII a�C�A >!0r- A 1tl'la WWWR ZYMA T1SC11�711ill 4G.C4 dx tva ROSS v7A'9 011 1 11n10A ®pi A rma+. R La�A�Np rim W (l1f9 man Asir xll� Z. rds90 mx,A tea■ m IEor ra 71.4 e.a A mill a l>0>L M 4 ems. Aeears7x�z:msaRn sNeaanrrrl asp � O.o e.a q *aRt swR a 0A4� a- a 10.0% F4 0.04 714i11L JAN 49.1 41./ I 11=11"540vol wm urrs 51u1'f("Smus"t A-, 10.ON 6.0 IZlI(. OtN - Aax aRH - ZVE Tor 060 - 0112110509 509 01+A 1.00.AR 0.9 STH CROIA - QCNy>: *vl ti-R H1t-11, 6.0 Dsti�k 0!i I(IMA1 Liglav rifoRt0 Wall SMACSNO t4,e LN, visit '. *11.49 I.e. Tan GrAla1 l e0900RSl`OM MA A'a 0.9A 4420 0 Zop4 -2874 r AITA4 P", AaADf<ritl .741 =YRA 190% ftA4 rY7tS0 A-BL a.e>s 2741 a AM 1!'16 AMWER t5 41 tA1411rwn+ 14.e0 pas ISA zo-Sm b1'1►a a.ea ytiPt1 a -1771 -9141 Eravar 0WNIP �04FA9110 >+t.vrr x pall Ot -AMR 4- A Slog n,A4 2752 0 9147 11AA4 LoA4AN0 I'm MW AR'1 C Roll PSR 0 ■1110 a- a 4-r A,ar 2401 4 -RAA8 -94ps 'smb c® +1,4 L0.9 M-4. 9.61 %aa® 4 2499 1416 M7s1 41M M. $0.9 P,ou bi11a 14 "M // Itipax M S-H. 0.91 2742 a -141.a -3147 MAL 11.4 a0,0 91.4 A"Zl% AmUAl L90 0CI 64,DG 11-r0� 0,8 3126 a AL47 IS77 aueeoal 4VCTERTA trovla p11�1a f�t+tlilJlJiNBt 80.DyO.fi� p7v1, a -7877 ■467a AS IVru1� q!!ll 0 mciv W91111a Lollvznc 742V>r 12M (}qR1 X-C h.14 449e C 297A -11104 ANN in A Loa PP-59 Te■ 61ro 11,.4 4.0 am am CKn1011 A PAN 9. 6 a AM a- a 0;en 0,0 Colo /►-lp a,ra 719e9 T 414 -YaDA yaTlz 11.4 7,R.o V1.4 R-lA o,57 2A044- LA9l` 1441 T.QIb a\l11 01 N0 WROM 7,YIe'A AI7CC1G1'11t9NDY a9-P 0.87 246�r iPP-9,0$n -5110 7.4RCAYR r71iti➢ar IMfit11er1T.1 a0.0A AEC -11, t1 fit tl-C 0iAl 'AP11 T S99A -608 RATZ $WTI 2(Cl�JI4E1 aa,at dolt �l11811 0.0 %gas banmwo 41V Ia» (errl s.fe -44.10 4.a e4•>s: a 9N q A-11 911 C IMP elm 731 B.o 1wS7 -jig,op 9.0 A-A s i,9aa T A-N IRK7 2 . 07A adb a.p d.d rv81CVt'D =Tr.IL1& D*a ■ 014 a P-2 A Poo 4 ttoiPpTl 7?+,4 Stt.p »,4 tlR 4'ta<A poaa VRAT va'All Y1tOtIRTxCHp 1 9.119 14,0111 0-110 0,70 , UM - 0.411, AN Ma A-tl 4,1 11.0 A a0N -St1 "Ito 0- a At 17• 0,9y■ 4 su n-10VAR/80D -1R.7H b,0 a i(011A RP,A v *220 9- 0 1900/0AA•F INz.�r ) - 7$a R-p -1 , 1E 71( 0.o m OWN P Wa amwL mow, rF.aT¢Ka 401ro 11 mo TkT 0111"Im a�llim =p,�10A limbo wekra a 15,0 4QR$gy RLI►1'a�WMI V1SM a 7Yffi Kft% 'Y n ► ova SC+i3� e1MI ZtICf1 hol 1b.at rloaaLKl >wID$YK2112 a. Stir rup /thrall MM uva ow IFB17 G7 v SLAIN Ott A'YD 9fu &WORK A WIN (maw 00 a 'Mv elm 71.4 15.0 Vr7,A1i �MPO AM sax MEWR001 a gas n7,a 1 0 lam 690 goo 40.0 HAR010 - fq�0 61101011 'I•CCll '.tOTA4 71,4 Ra,O ol'A BARE/5S110 dlrl■Ra4 03 vAl( 07K 4br►n aZrl Ill pI10� AAOM r4laET SACAETSOt141 I?ipA11D10R ig,e ONCZtdA01h xUKLyt� vsa+tlaa zvWW ]5z 00.110 MK Y7.r 1a.D 0•AMUN 739A,. 411 M PIMA 011% Rtd►'ti AwResS 2110112"141 116.41 11 -4 d,0 s0,a ISOM 764w goy IMI tmn,MR fAA0204 rlvz• P (pliv) aofEa»w+c 011>;91)PSA TOM co 71.1( >:.0 d7t 0i111 ISM VRAT VIT15 in WNA YLATA 3XIM it I N414 4ry 0,0' a.a map 1151 NowliA A 90s0 5.00 k1A.00 417 2.0 TGiQi�Ti 71.4( xa n'�,4 A 11919 a Ratla a� 6 0 9010 7.vD X 0.00 Gil '9.! ig(a Tsaral, I el hull PMIA 0 7aae a■ a A A01t1 a.ao �i1A.on �,7 ®.a 7r-4 -a2.7R Lb b 1,0.10 a,co x oo 4o 1.7 .7->A M71(,119 ■.0 lRlv.aliOR A0 dG'R0 U!1>3AL stall p Lp410 0.p6 A Floe aMR &.7 S-R -7.R,7rt a.e >AAv AIM1I 21160holl 10.04 r 1aa1, A,Oa X AM 41A C2A R-0 e.AEp(� p,0 El:L,VA AMI21 9120 IA1 19,04 Q 000Z 2,00 R caa ra J:TA e1121RA�,t, 0Ri'd(Mva ,;AuZ%1q >3 z 'DM (t+rf•1 r ,3.e1H, 1l,00 - -' pp .M • TYRR > vBaT 17taRR NO. asa 71.a zo.e hldd(1S hlI�0�3S' 1,00 AV l l�ati001 '8Z 'd3S RoMbSM1t r 9�� "Flo cZ O Ni 10DD,1C04VAMIen 14,0A19 rnpIMtM�I•pMr.Jt�mi�one+A N,-a►r G L i m NOTES: REPAIR PROBLEM: m 1.Repair Is based on Information received from the truss fabricator. EL 2.Truss must be In original undeflected position prior to carrying out 1.(2)-W diameter holes drilled through BC where shown(*). repair specs.Provide temporary support to the truss. PQ 3.This repair assumes that metal gusset plates at all joints are Intact No repair required] and not damaged(except as noted). -� 4.Field installed members must have cwnplete wood to wood contact CC with original member. cU S.Apply all nails so as to avoid damaging of lumber and loosening of plates at joints. Cr 6.For all Jumber,plates etc.,not shown,refer to Dwg.:#T04070927-RS. F NECc �� Y Cn 1 o F7 s n '•et o x 3 - O rrs • x Q 4 -W BYL 9PL L ' 3-4-1QD Y D 1C >a a AY J 3 C Wo SOB W:508 S4i508 R: 233 R:3349 R:2678 0:1475 U. 292 C: 226 LL Cr- o- m BL cat oN BY m 3-11-8 7-5-1 12-5-9 17-6-0 20-10-4 25-S-2 29-10-15 35-0-0 Ca ❑_ TC ''i't 3-11-8 3-5-9 5-0-8 5-0-7 3-�-4 4-7-14 4-4-13 b-1-1 HC - - 5-0-1 5-0-7 - - 4- - 1 CO 76Y 7-5-8 12-5-9 17-6-0 21-0-0 25-6-2 35-0-0 35-0-0 C7 ! SL049T1032 v � m Scale-0.25D'=1' N U#0225 J#13671 ANDREWs-SMITH/FISH C-S CHARLIE Robbins Engineering, Inc./Online Plus" m Job Hark Quan Type Span P1-H1 Left OH Right: OH Single-Drawing CO 13671 RS 10 CAT2 350000 6 1- 0- 0 1- 0- 0 T#4070927 '�j Robbins EngineaMg,WJC)rjkWfjL sw01no-200d Version 17.imi1 SFroe Crawing per Page WW2004533:25PM Page 1 r'; t { { $ARATWA LUMBER TRAD PAGE 11/13 87/eB >3�4 ILI 25 518f3851041 . Sae t tsar Qsass< Type r9pan plopl 9,' �� t 01i Riot QR &glnQch* xa ATM 380000 s �� 0- o x� n- o 4rR1� xa •-s .S P xa z tll 4x0 N PlV, Ii �I ..-3nA H A Gn'1l. O L t bit4 A-4�IOa F 0 Ja{011 p 'JKp:a 4 41414, Irune, ia. 40 1{■4{ l I0. a C o�, Y/i1bd VeCOB N1PaA Rt 930; 111O2kA9 1RA/4 Uei�711 41 202 Gl SCi6 a a. p a_p y,� e.7■1 pgr7JD i a: r'fi~e It �wg¢ 16-;4% i I ,` . 1 "µ:RA.-`••, � y ...-�.. B�oQ�Oa.,.��P���4 Ir. 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OAP' 7S.a e,0 11-" ■&WIN 6,0 A 1A 4.9% Haft d -xade -S%ai A0?a m a,a ri.0 M-a -11.8m 0,D 0-m 0,74 loop 4 .1010 �SOGD @EX>L 711,4 7.Z.0 6a,a >A^RR a,0,eb1 p.a IPA a.38 705 2 993 -744 mmml;llosat G '1 0,88 0.0 H'D D.kP yCA9 T SI7 1119 A-M -4.9I v,o L-Lao,T 1=229MR 13 1% a.ao 47b@ T W4 107 It,1a maj.7N' e.e id XS!>`!1 goAe veiAT MIbTit Orm o.7A ago$ T 420A -Ae7 A-D! 4 2.7w. l,0 sd■ was sn-ax TABUS �va -is,7pi e,D t:aa ■sa4 0 1- a x-a OU 0 e-1, - 4p4P C out ara!za7Aax a aaxl R6A a -111 s, a >y-x a78a x -X-H - NOR C lCflkii 8 t 'PART wmse P. Rt*m PIA a ->rtQd o- a a{- r 17ea s It-10 -� ear m TWO LfiP SR-SH i- A 1432 a P-H m AA T d• r -D8 0 A- a a= max Nb P trir■IA1, YNON� p-0, r IMP C 0-0 • 409 T a lieh�, 111ya i e R14 6- 0 7d7mm aT an i11110{II 11I,0b RrF 1189 4 o ■DaP » o Mat a- a sr4 E O 0 SHOSM$A 1.n 11% 14am cum *2 W" Ali H ammCM JOB C� 71,1 Sa.D 1,L tuft■ D,W] K 8rQ-rDaw/Sea 'b"In Imma!• tNcpdntltll 90.24 gala rim O,a 0,0 DLL y1mAL., o,aP" q9 C QLM 1111mr utpaMDl 40.D4 TOTAL 77..1 a.D 11,4 391N�t�/Pon (DL+4Ti1 a aAO rxoaetta+ u.90 {r, mair) Esexrwxcvga t cm 71,4 a,d A-1! 11.a AD.0 DIa iSCSNq c0tipsam rn Wtrx ta%x c1m ,S , as p■a a.o LD,a vul1X FF= AA SPytl wxxtl h azi 72.4 11 111 W4 ■v OPAT 07tTn11s1A aoasnix xNalvaram a.' 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",0l Il 9taie Irif SIC dxv 9 Vl dX III , >0�1 LISP 4DM-rj 6 S•Sr$ ViM 4 O tit! �1QYp q!"r-G 1ylCQ isU IN1''.... ` 'NO M IA logic ,._. gib nary/ ♦t■� D� Ila!T C .,a -'C 0 -O fia;aaaul8ug H0 %RSI;X NQ d4ii10'= 16"1d UUdSi 08 y Kra I Rag SWIT 30VJ Gd�IJ. »BHI�In'1 dOl7.11i�li� Tti0TH88B E� 9�ll�ti �b�0�/B� L� JOV: 13671 Mrki R5(2) Quantitys 10 Tn@70 CAT2 Sg4irii '':3e30000 P1-RIV 6' Lale 01k: 1- 0- "D P Right 0Ht 1- 0- 0 P Page 1 V#0235 J013671 ANDREWS-SMITH/BISH C-S CHARZIE SCHVY1rSRVILW3)9RANCi I` ALL PLATES CENTERED CST SZ2e LUXBER LATERAL BRACIMGi MAXIMUM R&kCTIDNSs Camiwn Truss 0 ON JOINTS $ICHP2e TOP 0.67 2x 4 8P-99 TOP CHORD = CONTINUOUS JT REACT ACT WED Rog KID Total Design Loads (p11) JT PLAT18 SISB x Y BTN 0.98 2x 4 SP-#2 BTM CHORD - CONTINUOUS LBS IN-ax IN-Sx TC 162.60 A to 162.80 B L7 A 4.00x 6.00 6.02 3.50 WHO 0.92 2x 4 82742 1x4 CONTINUOUS LATHRAL BRACING A 238 5- a 5 TC 162.80 B to 162.80 C 0 L 6.00x 6.0D 2.79 2.80 Not 2x 4 SPY-102 ATTACHED WITH (2) 8d NAILS 8 5349 5- a 8- 6 Be 200 A to 200 B a H 4.00x 6.00 CNTR 220 HKCSPTZCNSt EACH MR)MER WHRRIC IND2CATED C 2478 5- 8 2-15 EC 200 is to 20B D N 5.00x 5.00 2,33 1..50 82 2x 4 SPP-#2 BY cm. EC 200 D to 209 C O 5.00x16.00 CHTR 3.00 83 2x 4 SP-SS UPLIFT POUND AY HEARINGS C 3.0Ox 6.00 3.23 5.72 ERO UPLIFT BEG UPLIFT tw7ES: C 4.00x12.00 7.94 2.46 REPETITIVE MEXBHR IHCREASHSe LES LBS 1. TRUSSES 14MWZACTUR80 BY - E G 3.OD3c 4.00 2.10 1.50 rB 15.0% PT 0.0% PC 0.0% A 14779 E 293 SARATCGA.LUMER TRADERS -J D 5.00x 8.00 3.92 3.63 G.DH TO GRAV. LOAD 3. If= LOADS - AANSI/ASCE 29 E7-96 a 4.00x 6.00 3.95 2.35 TRUSS 19 DESIGNED AS A Q Z S.00x fi.00 3.95 2.35 �• (D 3 7.00x 8.00 CNTR 2.61 DLaLL DHFL - 0.701 ZN C-P Balm WIND-FORCE RES SYSTEM O 6L DRWL - 0.511 < BRG-BRAN/360 FOR EXTERIOR ZONE LGCATION ♦- DL+LL NOR% . 0.39- AT C WIND SPEED - 90 WH CC SPAN/DEFL (DL+LL) - 596 HEM ROOF HEIGHT - 25' 0� EXPOSURE CATEGORY - C CE OCCUPANCY FACTOR - 1.00 (n ENCLOSED BUILDING. I TC DEAD IAAD en 6,0 PSF J 4x6- BC DEAD LOAD- 6.0 PSF= In 90 4-1 NO 13 _ HN 4-1 4. ROOF SNOW LAD PER ASCS. 7-98 GROUND SNOW LOAD - 85.0 Par-.6O TOU TCV 5x511 RAIN LOAD HOT REDID ! f N IrEPORTANNr FACTOR: 1,.OD p Ix6i THERMAL FACTOR: 1.00 ,tV _._ M 4 SPL EXPOSURE F(ML,URRAL LD FAO-0-1341,1.21i) 6: 3x6i 5x16: S. BUILDING DESIGNER IS CQ Si W? W W9 O RESPONSIBLE FOR ADEQUATE 9-6-15 GXG%% W10 DESIGN OF TRUSS To ERG LL 9-1-1 L W6 PLATE COZ�CTION WHICH W 2x4= ALLOWS 0.39 INCHCS OF 3-a-10D 2x4-1 W wit P Ron. 140VEMNT AT JOINT C K D wl2 TCL 6. PREVENT TRUSS ROTATION AT ALL EiZARING LOCATIONS. TCL G W4 H 5x8= 3x811 7. ARCHOR TRUSS FOR A SOW. 4x6= H2 4x9` 3x4-- B3 4x12� HORIZONTAL LOAD Or 164 LBS. a N42 I c 5x6;J 3 A hole drilled into the c y{)is alJowed, the B1 L _ bollllomchord where indfpled fed h 7x$- No repair is necessary if all connector plates are intec(and fully tied. W:506 W:50 S 71. Si:90 8 4Lr 236 R.5349 i� to- B- 4 B Zo 1476 U_ 292 Ue 95 TC '; 3-IL-8 9�5-1 I -_12-5-9 _ 1 1�7-6-0 20-10-4 25-6-2 1 29-10-15 35-0-0 �12-5=�] 27=6=0�2�0 2s�-6- -1 35-0-0 35-O-O AIJ. PLATES ARE LOCK20 n LJ_ E S10NA� CC REVIEWED aYt Robbins Sagineering, Inc. REFER TO ROBBINS ENO. GENERAL r- PO Box 29OD55 NOTES AND SYMBOLS SMELT FOR Scales O.IBS• 1t Taer¢ea, PL 33632 ADDITIONAL SPHCIPICATIONS. Robbins Engineering, Inc./Online Plus"' APPROX. TRUSS WSZGHTt 242.6 LBS •• RGROW LOCK tmuene plaw(IDga.Vd steel-AnWr ASOSS 4?■de40)Ar111 be RcAblw Rug,Cu brars.ernpats1b11tT6irt1a tre[rea oruaae■."Lr■tlogtt• appmeda.tmtnatesyriranueae6}01aLCe■wAnPialntdn,An"oaerl,eby pe,wueottroubr■tlogRt{Fil■11iBA77sgWu6edb/d1tT+onMntiostlldt,su Loadcase #1 Designers INCAS ARL '--' e1ydesK4rdieaessids,[Wen aeterwfea 1.4kmed b7 a-a-,ail slxaJs pinks raa D,OaarrroDrtM 5u1ir 341611Liso1.wisONAu 1Irip.rtrsoa■rmf.14 usre TC Live 71.4 pe! Checkers HONE ASSIGNED perreltErtnetiord:Qaa�r4nteturprkmdr«h�a.3430xcnarssor%owl rs,ct.tamseekpraraaaeelaa.stetotteral■gptgptfttM6o.eeacJttgtopmtw TC Dead 30 aL Reviewers �r mpa.taewratc.nasyvtewyneeressows.acnuspwst+,omea-be6teogsaet.re tappet■g■w-aautadog'.C1resFaoldLeeskeotopmYotdam■pe0■rlogfabrktitb p ■■d,anleardiesndrt3tndpe.QWng and Gbrrasdoa Anil beperlarwdaoegtrpmral alongt.01pplagsadertt(aaTap mad boetat-thardsabe7bta4equatdybrutdFate BC Live 0 pal Designed[ w4kh produM■u■g6Wog,Idots ao4 p1Uex 7bk design was Artpteed 1p attcNN[e abstutt+(s1e■1Wog se rlgld ar0loibretptarve4•-i[Is tle mptotibilltyNtNlntlo 8C Dead 10 psE Rev Hot N with-14alJueal DMga Spetisrsdwd(w Strew-Grade Lamber tad lb FWealagi- astttuf-tasl the dtsrg■rwtfs usLked mtits dr6Wog mteJ or erteed l6r atWd dud (rIRAJ,"Dodge SpedWtlon for l,Igpt D[tW pJtlt Chaaetkd Wot4Treade■-(rP1J6 wads Jrnyamdy tie Ar-tmre wA 601vt kods imposes by shr fool btit4:altadr« Total 91.4 psf Rev Date: 6■d RUDDeslea Owtn6 Fwr,-cd RtAers. klttorkal turstrntard4 Lumber Sr 1.15 Ruin Dates 09/29/04 m PLate' Si 2.25 versions 17.0.011 :VBJViSHACOPYOF T111S DliT[Gil TOERECTIORCAY7AACTOR. Spacing g24.0 in. Drawing; 1Tlq TBE R6SrD1'S7BlL(TY OFT11f:HU1191KC DFSiGNeR.1RDTBlAS4 FAd,TO REVIEW THIS aRAN'!HC-A SL.U43T1 Q3B V PeI1YV 7xiY nail rX!`r ITINri arat A i ellesc fY1MM9Y M l4l•N■t elr r[.i!•e i Ya al•tltl rte a aYn1*ec �bbins Engeseelin0,Ins tOn4nDPJas^-®i986 2004 Vtirslon 17.0.01t l,tsgi ww4rit9 RsvlewDrErAitig d2012004350:3 i PM PaOe I a(2 T04070927 41robs'13671 3darhf 25(3) i Quantity: 10_',Type 3 CAT2 ,35000D , PL-g1s' 16" L+act out 1- 0=`20 D Right M 1- 0- 0 P Page 1 (I#0225 J913672 AMRSWO-SMITH/FIBS C-S CHARLIS SCHUYLBRVILLS MMCH 1` m ALL.PWTES CRMT8RMD CSS SIZZ LUMN"R LATERAL BRACINGs xO[7 rMM RDACTIONSI COMMA TrMae ON' 00INT8 EXCEPT. TOP 0.67 22c 4 SP-SR TOP CHORD - CORTINUOUS 1T REACT ACT Rio REQ WID Total Design Loade (Vlf3 (p TT PLATE SIZE x Y BM 0.98 21L 4 SP-02 STtd CHORD - CONTINUOUB LDS IN-SK IM-Sx TC 162.80 A 1:0 162.10 B m A 4.0Ox 6.00 6.02 3.50 Was 0.92 2x 4 SPP-02 lx4 CONTINUOUS LATERAL BRACING A 238 5- 6 5 TC 162.40 8 to 162.110 C L 6.00x 6.00 2.79 2.80 WG1 2x 4 SPP-92 ATTACHED IPITat (2) Bd NAILS E 5349 5- 6 B- 6 Be 2010 A to 200 B EL B 4.00x 6.00 CNTR 2.20 EKCEPTIONSf EACH MMER WHERE INDICATED C 2478 S. a 2-15 Be 200 3 to 200 D N 5.00x 5.00 2.33 1.50 112 2x 4 SPP-i2 SY®. Be 2010 D to 200 C Q' 0 S.00x16.00 CRTA 3.00 B3 2x 4 SP-SS UPLIFT FOUND AT BEARINGS PU C 3.00x 0.00 3.11 5.72 ORO UPLIFT BRG UPLIFT NOTES; C 4.00X12.00 7.54 2.44 REPETITIVE 39MMER IMCRSASB8: LDS L95 1. TRUSSES RMWACTUR60 BY - J G 3.00x 4.00 2.10 1.50 P11 15.0% PT 0.0% 4C 0.0% A 1477G 8 293 SARATOGh LAMER TRADERS D S.00x 8.00 4.24 3.00 C 227 2. FNPIRICAL ANALOG IB USED. H 4.00x 9.00 3.92 1.63 G-DUE SO CRAV. LOAD 3, WIND LOADS - ANSIiASCE 7-96 CD I 5.00n 6.00 3.95 2.35 TRUSS 23 DESIGNED AS A B 7.00x 8.00 CMTR 2.Bi DLtLL DEPL - 0.700 IN O-P MAtH HIND-SOMM RCS SYSTEt$ 0 LL DEFL . 0.51• < BRG-BPAN/360 b'OR EXTERIOR EON$ L4Df.+1TICMI F"- DLtLL i[ORE - 0,38- AT C WIND SPEED - 90 XM Cr SPAH/D8FL (DL+LL) 596 b-AN ROOF HEIGHT - 25r , Q' EXPOSURE CATEGORY - C Q OOCUPAHCY FACTOR - 1.00 M ENCLOSRD BUILDIRC;. TC DEAD LOAD - 6.0 PSF J 4x6, BC DEAD LOAD -- 5.0 PSF t 1 S HO 4-1 4. ROOF SNOW LOAD PER ASC6 7-98 Rif 2 8H 2 GROUND SNOW LOAD- a5.0 PSF p TM RAIN LOAD NOT REQ'D 1-. IT5N 310ORTAUM FACTOR: 1.00 � 4x6. 'THEM0Ji FACTOR: 2.00 n �-•' ¢ SBb EXPOSURE FACTOR: ' 1.20 (BAI.,UNDAS.L0 FAC*O.64?1.25);�` 6L 3x5� 5x16- 5. BUILDIt1G DESIGNER ZS 09 ` S1 W7 0 RESPONSIBLE FOR ADEQUATE 9-6-15 6x6%% W9 M10 DESIGN OF TRUSS SO BRG . PLATE CONNECTION WHICH W 9-1-1 L W6 2x4= ALLOWS 0.39 n4=% OF 3-4-1OD 2x4: Wll 1! BORZ. MOVEMENT AT JOINT C FC D 1912 TCL 6. PREVENT TRUSS ROTATION AT AM 4ti'L W W4 H Sxa= G 3x811 7. ANCHORR TRUSS FOR A TOTAL 4x6- S2 4x91 S3 4xl2z HORIZONTAL LOAD OP 164 LSS. A a d' C A3%1 We drilled into the centerline of the I tloitorn chord where indicated by(')is 51 E 5x6J� I3 ' allowed, 7xa- f z (o`�J M1Io repair is and fully embealf c0nneda plates are intaG and fully embedded. W:508 W.,50E W:500 8; 238 R-534D R:247ii8 &.2 476 U: 292 U: 296 TC ei 1 3-11-8 -5-1 -5-9~ 0 1. 0-10-4 I 25-6-2 1-2 9-10-15 35-0-D1 22 -- 35- -0BC I11-0� 35-0-0 ~ rk ALL PLATES ARE LOCK20 r C'1 LLB. Z C1 MVIEWED eye Robbiue BDgineering, Ina. REPSR TO ROBOXITS ONG. GENERAL F0 Box 280055 NOTES AND IMMOLS 8HR6T MR SC3101 0.10. . 1. Yempe, FT, 33682 ADDITIONAL SPECIFICATIONS. Robbing Engineering, Inc./Online plug' ABPROX, TRUSS WXXGNrc 242.6 LES .• ROBRIR4 LOCK emramrP1t3u00p.gale.eAd-A31MA[ nGrAde40)abalk Rath.a Far,Cb.bearsaarv%am WYJtoe0Dtrbuaadirassea,Oddbmthsdr Sppged ew both bete creassae each jdaL Ember IM Plates aareas AMR aberaSe br pereasnt¢tlrars hratlag,lleRrbllig-9l upabLahed by the lYuu HY-SasWau,5" Loadoaa8 jfl Deeigrlert WAS AEL .-r 4trcka�ar dtme■araas Ualas atherNtelNcatelh7a•r",ao dalatwpfawr¢a D'DaarrroDrlrt,StBeIOh,MadhnytPkeo-da SIS19.Ytwmaseecial;erusxs are TC Live 71.4 Rof Checkart BONA ASSIGNED ,� pvaud wM►LLeebRds ar lKetrmleLLydtaepukaad/orLrd.Walcoee h-gsat`w>,ses ra.Gaedmuct prdeeffaYsAHttto•olr-1sEOmer ereel¢¢beada6aprerc4 TC Dead 10 pa Revletaere is pLet COKMI area.WIN 11 1heere AMm MMA space gum me 4-WWI cgs tl440 lopplrag wA Kdmladna•.Cue.bodd be EAU [oPrweal d maftc dYrrrg f brtmffm m - gad,hak.tt¢dleahad etbas"is Cmuinsaad Sabrka2ma"be perlr "w egwVratal slonge,sbtpplmg and eredoa.Tap a¢d bcdam ebhrda shM be adNuaady brsecd Ia the Be Live D paf DasigA.edl m sb1ch Frofmcs well OrtIRE job"sad pores.This de3pr nu prtwtd he Madam sbaearedjbcail.d wrlifdtcU(a&rcW"ivft.111.Ok r9SPOW&WlyofMherrb Be Dead 10 pa! 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Mi'1aD R M AS`Oii6' Tab 611G 4l a ZO.O ur.OE- !L`�^D:aLtf..0 aA4-aoay�/?eo 161MPi RQUA/ SNCIMOM, 90,aA ,'io ODD 0,0 late DL+ WAS - a,A9" AV c mAM AC4 on TLIORSA8C1 94,e® IXOTIZ 71,q 90.06��DDil, 1pl�+�,tfl a 0F0 j�pQpAD=MIG 7.T�11E1 202 (10A9) Mmif)MMICR81 SOF CicP 71,4 1140 it-A IPJ 40.D nL11Tse1q aclsipStUlta Xf? >aJ@Y Y'CS9 M ,D , a,g a-c a.0 50,0 V{C1�31Y B11#S8 VAL1al49 totrPa WOOL 72.4 1 90.A 03"1 AP0gaR7! 011 IIgAAA NiPP]ztiS xNOxMammRSl1C, poepine R,RbluAng,lnc,ro�ne Plugd<0,nnn�aolv111bA 16.D,tIA-englnu�pp,reAlnx 7/9gad 94��1a AM PaOD 9 of Z �,n IIJ�� -�I,,,:�� rlI:,:.,,,.:I:,, , : 0001"^"'d.�F^y "9'61 b00 iL�160 6LO 569 hldd�s hlld��3S WdLS ll tiW 8Z d3S d Z9C ON DOUBLE-HUNG WINDOWS ProLine°o Design Data VENT UNITS FIXED UNITS PERFORMANCE CLEAR OPENING VENT VISIBLE FRAME PERFORMANCE 4 CLASS& VISIBLE FRAME AREA . UNIT AREA GLASS AREA UNIT CLASS&GRADE(') _ FT' FT2 GRADEI'I GLASS FT' FTZ (Design Pressure) WIDTH HEIGHT (Design Pressure) 22-1/8 14-1/4 2.2 4.0 6.1 R50 4147 10.4 13.4 R50 i`.2541 22-1/8 17-1/4 2.6 4.8 7.1 R50 4741 10.4 13.4 R50 2547 22-1/8 20-1/4 3.1 5.7 8.2 R50 4753 13.9 17.3 R50 - - 2553 22-1/8 23-1/4 3.5 6.5 9.2 R50 5357 17.2 21.0 R50 _;2557 22-1/81 25-1/4 3.8 7.0 9.9 R40/50** 5359 17.9 21.7 R50 2559 22-1/8 26-1/4 4.0 73 10.2 R40/50** 5965 22.4 26.6 R50 -2565 22-1/8 29-1/4 4.4 8.2 11.3 R40/50** 5971 24.6 29.1 R50 '`,257-1 22-1/8 32-1/4 4.9 9.0 12.3 R40/40** 3 2935 26-1/8 14-1/4 2.6 4.8 7.0 R50 TRANSOM UNITS '= Z941 26-1/8 17-1/4 3.1 5.8 8.3 R50 ,2947 26-1/8 20-1/4 3.6 6.8 9.5 R50 PERFORMANCE VISIBLE FRAME AREA 2953. 26-1/8 23-1/4 4.2 7.8 1-0.7 R50 UNIT GLASS FTZ CLASS&GRADE(') J 2957 26-1/8 25-1/4 4.5 8.4 11.5 R40/50* (Design Pressure) 2959 26-1/8 26-1/4 4.7 8.8 11.9 R40/50* 2514 1.2 2.4 R50 a2965 26-1/8 29-1/4 5.3 9.8 13.1 R40/50* 2914 1.5 2.8 R50 ` 971 26-1/8 32-1/4 5.8 10.8 14.3 R40/40* 3314 1.7 3.2 R50 4 3335 30-1/8 14-1/4 3.0 5.6 8.0 R50 3714 2.0 3.6 R50 _ 43341 30-1/8" •17-1/4 3.6 6.7 9.4 R50 4114 2.2 4.0 R50 3347 30-1/8: 20-1/4 4.2 7.9 10.8 R50 353 30-1/8 23-1/4 4.8 9.1 .12.1 R40/50* Meets typical egress requirements. Check all applicable codes for emergency egress requirements. ti* -8357._ 30-1/8 25-1/4 5.2 9.9 13.1 R40/50* (1)Maximum performance when glazed with the appropriate glass thick- ;`` 3359 30-1/8 26-1/4 5.4 10.2 13.5 R40/50* ness. To convert areas to square meters W), multiply square feet by 'Y3365 30-1/8 29-1/4 6.1 11.4 14.9 R40/50* 0.0929. 37:1_ 30-1/8 32-1/4 6.7 12.6 16.3 R30/30* *Without DP kit l with DP kit. t '3735- 33-1/8 ' 14-1/4 3.4 6.4 9.0 R40/50* ... s37aR4i1�0331/8�'-7.7-1/4 4.1 7.7 10.5 R40/50* CLEAR OPENING s=`' 3747 33-1/8 20-1/4 4.8 9.0 12.1 R40/50* -wlorH-1 �» x3753 33-1/8 23-1/4 5.5 10.4 13.6 R40/50* 375+74 W334/.8` 25-1/4 5.9 11.3 14.6 R40/50* 33-1/8 26-1/4 6.2 11.7 15.2 R40/50* `3765 33-1/8 29-1/4 6.9 13.0 16.7 R30/50* w3771 33-1/8I 32-1/4 7.6 14.4 18.2 R30/30* f4153 37-1/8 ` 23-1/4 6.1 11.7 15.1 R40 CD 4-157 37-1/8 25-1/4 6.6 12.7 16.2 R40 �1 W W z R4159 ° z3r7-1/8 26-1/4 6.9 13.2 16.8 R30 = 4165 37-1/8 29-1/4 7.7 14.7 18.5 R30 CLEAR OPENING SCHEMATIC,- -- -_ - ---J_ :. 4:171 37-1/8 32-1/4 8.5 16.2 20.2 R30 o -'. VENT UNITS: FIXED UNITS/TRANSOMS: VISIBLE Width=Frame-5" Width=Frame-4-15/16" °GLASS Height= Height= H (Frame-6-5/16")/2 Frame- 4-15/16" I- - VENT AREA LL Z z"' " Width=Frame-4" - CTUAL width=Frame-4" u, Height= VENT AREA SCHEMATIC 'n V GLASS Height=Frame-4" v Q (Frame-4-5/16")/2 w a L+i 6-65 t CASEMENT WINDOWS ProLine° Clad Windows: Design Data VENT & FIXED UNITS FIXED UNITS CLEAR OPENING VENT VISIBLE FRAME PERFORMANCE VISIBLE FRAME PERFORMANCE UNIT AREA GLASS AREA UNIT GLASS AREA FT` FTz FTz CLASS & GRADE' FTz FTz CLASS &GRADE' WIDTH HEIGHT FTz (DESIGN PRESSURE) (DESIGN PRESSURE) 2135 10" 30-7/8" 2.1 3.7 3.3 5.1 R50 4147 10.5 13.4 R55 ,'H.. 2.141 10" 36-7/8" 2.5 4.4 4.0 5.9 R50 4741 10.5 13.4 R55 4753 14.0 17.3 R40 2147 10" 4Z-7/8" 2.9 5.1 4.7 6.8 R50 5347 14.0 17.3 R40 x Z153 10" 48-7/8" 3.3 5.8 5.3 7.7 R50 n --2.159 10" 54-7/8" 3.8 6.5 6.0 8.6 R50 5359 18.0 21.7 R45 -. 5953 18.0 21.7 R45 2165 10" 60-7/8" 4.2 7.3 6.7 9.4 R50 " 2171 10" 66-7/8" 4.6 8.0 7.3 10.3 5965 22.5 26.6 R50 R40 z EM w 5971 24.8 29.1 R70 `-. 2535 14" 30-7/8" 3.0 4.5 4.2 6.0 R50 W "2541 14" 36-7/8" 3.6 5.4 5.0 7.1 R50 TRANSOM UNITS Ln .2547 14" 42-7/8" 4.Z 6.3 5.8 8.1 R50 VISIBLE FRAME PERFORMANCE ' 2553 14" 48-7/8" 4.8 7,2 6.7 9.2 R50 UNIT GLASS AREA :. s . ;: 2559 14" 54-7/8" 5.3 8.1 7.5 10.2 R50 FTZ �z CLASS & GRADE' I' . 0-_� 2565 14" 60-7/8" 5.9 8.9 8.3 11.2 R50 (DESIGN PRESSURE) ? 2571 14" 66-7/8" 6.5 9.8 9.2 12.3 R50 2114 1.0 2.0 R70 ,'_. 2514 1.3 2.4 R70 ,2935 20-1/8" 30-7/8" 4.3 5.4 5.0 6.0 R50 d y:;2 2914 1.5 2.8 R70 w 941 20-1/8" 36-7/8" 5.2 6.4 6.0 7.1 R50 z s 1947 20-1/8" 42-7/8" 5.9 7.5 7.0 8.1 R50 3514 1.9 3.4 R70 J 20-1/8" 48-7/8" 6.8 8.5 8.0 9.2 R50 (1)Maximum performance when glazed with the appro- L 54-7/8" priate glass thickness.Refer to the Product and Glazing 20-1/8 7.6 9.6 9.0 10.2 R50 v Performance section of this manual for more informa- i _ 965 20-1/8" 60-7/8" 8.5 10.6 10.0 11.2 R50 tion. of , 1Y'ZO-1/8" 66-7/8" 9.3 1 11.7 11.0 12.3 R45 (50) Numbers in O parentheses indicate performance with 3535 24" 30-7/8" 5.1 6.7 6.3 8.5 R50 optional brace clips installed--applies to fixed units only. � rt 354i` 24" 36-7/8" 6.1 8.0 7.5 9.9 R50 n w. �547� 24" 42-7/8" 7.1 9.3 8.8 11.4 R45 �- 5-1 24" 48-7/8" 8.1 10.6 10.0 12.8 R50 `Y I II w: a559? 24" 54-7/8" 9.1 11.9 11.3 1 14.3 R50 565 24" 60-7/8" 10.1 13.2 12.5 15.7 R45 (50) f+ Q 1 I S v 571r 24" 66-7/8" 11.1 14.5 13.8 17.2 R45 (50) = _ + Dashed line indcates I 'sash position for clear opening on 29'Unit meets typical egress requirements. Check all applicable codes for egress require nits. �t oarm cfnonf t ts. Rolscreen®insect screen will reduce clear opening. ` �To;convert areas to square meters(mz), multiply square feet by 0.0929. i ,��Tom' 1a MINN. . I �FiI �411015FORfVU I �5 w= i r WINDOWS: - o t VISIBLE GLASS Width Frame-4-15/16" -o CLEAR OPENING SCHEMATIC Height = Frame - 4-15/16" x }6 X r Shaded portion shows ACTUAL GLASS Width Frame -4"I vent area with window I ask Height = Frame -4' open sa. ,F ) ' VENT AREA SCHEMATIC 3-91 I e ' SLIDING NG CONTEMPORARY DOORS :. ProLineO Design Data CLEAR OPENING VENT VISIBLE FRAME PERFORMANCE UNIT GLASS CLASS & AREA FTZ z AREA FT' GRADE" r WIDTH HEIGHT AREA FT fz i(Desgn P t ressure) y 6081-XO,OX 23-7/8" 76-1/4" 12.6 22.8 33 R40 -7-281-XO,OX 29-7/8" 76-1/4" 15.8 28.6 39.6 R40 =- 9681-XO,OX 41-7/8" 76-1/4" 22.2 40.1 53 R40 u" 7282-XO,OX 29-7/8" 77-5/8" 16.1 29.2 40.3 R40 - - 2.5 3.6 R50 5 6.9 R50 9614 — — — 6.9 9.3 R50 }., All dimensions are approximate to the nearest Ill". *The second value, where shown,provides the clear opening for the active panel only. d' -� a. � �,a,�� �..�. ����,�:. .,�."�.,F, k}� �.,, ^-3 'r 2' •,max.=��ti n Mai.h.��" �a� ��-a,,..a" t.*�'-�•,, c DOORS: TRANSOMS: Yf Width of 0 = Frame—6-3/4" } - Frame—3-1/4" VISIBLE GLASS Width of XO = (Frame— 11-5/8")/2 Height= Frame— 11-1/16" h; 3t s. Width of 0 = Frame—5-5/8" Frame—2" F ACTUAL GLASS Width of XO = (Frame—9-1/4")/2 Height= Frame—9-7/8" L h: a � C _C LU - Z_ Z W - a O oC W f. U rr, CLEAR OPENING WIDTH CLEAR OPENING SCHEMATIC 11-21 v - v U F` Ei H d r9 0 '4 {' d 8 "IOW TO USE THESE TABLES I. Determine the total load and live load on the joist in pounds per lineal foot(plf). 2. Locate underJOIST CLEAR SPAN a span that meets or exceeds the required joist span. 3.Scan right across the row until you find a cell where both the maximum TOTAL LOAD value and the maximum LIVE LOAD value meet or exceed the required loads.In cells where LIVE LOAD is not listed,TOTAL LOAD will control. 4.The series and depth of the appropriate TJlvjoist is shown at the top of the column in which the cell is located.7-7-77 :TJI®/Pro""-150: TJI®/Pro""250 J013T. _ 9�/a 11�/e" 9�/z" 11'/e 14r 16 CLEAR':.. SPAN LIVE '_ .`UVE.• LIVE. 'LIVE = LIVE LIVE LOAD _: TOTAL 'LOAD TOTAL LOAD TOTAL. LOAD TOTAL LOAD TOTAL" LOAD.. TOTAL ...:LOAD .1/480' ., LOAD. L/480 LOAD L/480 LOAD L/480 LOAD` L/480 LOAD 6' 246 246 264 264 264 264 8' 186 186 199 199 199 199 10.';` 142 149 749 160 160 160 160 160 87 124 124 99 133 133 133 133 57 107 95 107 65 114V 108 114 114 114 16': :,. 39 78 65 93 44 89 75 100 100 100 28 56 47 83 32 64 54 89 78 89 89 20`;` 20 41 35 ____70 23 47 40 80. 58 80 79 80 r22' 31 26 53 18 36 30 61 44 73 60 73 �ZC ,: 24. 20 41 28 23 47 35 67 47 67 2b' 19 33 22 18 37 27 55 37 62 28' • . 26 30 22 44 30 57 30': 21 25 18 36 25 50 TJI®/PFo"350.- _ TJI9/Pro"'550 -JOIST`- 11'/a[` 14" 16 : 117/a" 14" 16 CLEAR LIVE LIVE.. LIVE LIVE'_.' LIVE LIVE SPAN LOAD ` TOTAL LOAD• TOTAL':: , • LOAD TOTAL LOAD TOTAL , LOAD TOTAL LOAD- TOTAL L/480:: LOAD: .- L'/480 LOAD'::. .;, 1/480 LOAD: L/480 LOAD- L/480 LOAD A80 LOAD 301 301 301 436 1 436 436 227 227 227 329 329 329 182 182 182 264 264 264 152 152 152 220 220 220 129 131 131 131 185 189 189 189 90 114 114 114 131 166 166 166 65 102 94 102 102 95 147 136 147 147 20•.;:: 48 92 70 92 92 71 133 102 133 133 22'" 37 74 54 83 73 83 55 110 79 121 105 121 24.:°: 29 58 42 76; 57 76 43 86 62 111 83 111 23 46 33 67 45 70 34 68 49 99 66 102 28!'­:' 18 37 27 54 37 65 27 55 40 80 54 9.5 30 30 22 44 30 61 22 45 33 66 44 89 25 18 37 25 50 18 37 27 55 37 74 21 31 21 42 31 23 46 31 62 18 26 1 18 36 26 19 1 39 26 53 GENERAL NOTES Tables are based on: WEB STIFFENER REQUIREMENTS • Uniformly loaded joists. • Required if the sides of the hanger do not laterally support the TJIOjoist top • Values shown assume no composite action provided by sheathing. flange or per footnotes on pages 20 and 21. • Most restrictive of simple or multiple span. • TOTAL LOAD limits joist deflection to L/240. • LIVE LOAD is based on joist deflection of L/480. • If live load deflection limit of L/360 is desired,multiply value in LIVE LOAD column by 1.33.The resulting live load shall not exceed the TOTAL LOAD shown. P i ber 6 UIRI-Lf REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Cod REScheckSoftware Version 3.5 Release le Data filename:C:\Program Files\Check\REScheck\Smith Residence.rck PROJECT TITLE:Energy Audit REC '�� COUNTY:Warren J UN STATE:New York 2 . 20' HDD:7635 TOWN OF Q,EE`SB CONSTRUCTION TYPE:Detached 1 or 2 Family BUILDING AND C DE HEATING TYPE:Non-Electric DATE:04/14/04 DATE OF PLANS:4/10/04 PROJECT DESCRIPTION: Smith Residence COMPLIANCE:Passes Maximum UA=291 Your Home UA=273 6.2%Better Than Code'(UA) Gross Glazing Area or Cavity Cont, or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1452 38.0 0.0 44 Wall 1:Wood Frame, 16"o.c. 432 21.0 0.0 17 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 105 0.370 39 Door 1:Solid 20 0.140 3 Wall 2:Wood Frame, 16"o.c. 252 21.0 0.0 14 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E 15 0.370 6 Wall 3:Wood Frame, 16"o.c. 432 21.0 0.0 20 Window 3: Metal Frame with Thermal Break:Double Pane with Low-E 40 0.370 15 Door 2:Glass 40 0.370 15 Wall 4:Wood Frame, 16"o.c. 309 21.0 0.0 17 Door 3:Solid 18 0.140 3 Basement Wall 1: Solid Concrete or Masonry 1235 11.0 0.0 77 Wall height:8.0' Depth below grade:7.0' Insulation depth: 8.0' Door 4:Solid 18 0.140 3 Furnace 1:Forced Hot Air,78 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, '1 specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are atte ' g that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in co is a with Code. Builder/Designer Date��� a � REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release le DATE:04/14/04 PROJECT TITLE:Energy Audit Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 3. Wall 3:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: ( ] I 4. Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ( ] I 1. Basement Wall 1: Solid Concrete or Masonry,8.0'ht/7.0'bg/8.0'insul, R 11.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Window 2:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes( ]No Comments: [ ] I 3. Window 3:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I i. Door 1:Solid,U-factor:0.140 Comments: [ ] I 2. Door 2:Glass,U-factor:0.370 Comments: [ ] I 3. Door 3: Solid,U-factor:0.140 Comments: [ ] I 4. Door 4: Solid,U-factor:0.140 Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,78 AFUE or higher Make and Model Number ' s � Air Leakage: [ ) Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R 11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R 6. [ ] Supply ducts in unconditioned spaces must be insulated to R 11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ } Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ) All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the J levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1,25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250.-., 1.0 1.5 1.5 2.0 Low Temperature �_120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, ,40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ff t Permit Numbe REScheck Compliance Certificate Checked By e New York State Energy Conservation Construction Code REScheekSoftware Version 3.5 Release I Data filename:C:\Program►Files\Check\REScheck\Smith Residence.rck PROJECT TITLE:Energy Audit COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION,TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:04/14/04 DATE OF PLANS:4/10/04 PROJECT DESCRIPTION: Smith Residence COMPLIANCE:Passes Maximum UA=291 Your Home UA=273 6.2%Better Than Code(UA) Gross Glazing Area or - Cavity... Cont. or Door Perimeter R Value R-Value U-Factor UA;' Ceiling 1:Flat Ceiling or Scissor Truss 1452 38.0 0.0 44 Wall 1:Wood Frame, 16"o.c. 432 21.0 0.0 17 Window 1: Metal Frame with Thermal Break:Double Pane with Low E 105 0.370 39 Door 1:Solid 20 0.140 3 Wall 2:Wood Frame, 16"o.c. 252 21.0 0.0 14 Window 2: Metal Frame with Thermal Break:Double Pane with Low E 15 0.370 6 Wall 3:Wood Frame, 16"o.c. 432 21.0 0.0 20 Window 3: Metal Frame with Thermal Break:Double Pane with LowE 40 0.370 15 Door 2:Glass 40 0.370 15 Wall4:Wood Frame, 16"o.c. 309 21.0 0.0 17 Door 3:Solid 18 0.140 3 Basement Wall 1:Solid Concrete or Masonry 1235 11.0 0.0 77 Wall height: 8.0' Depth below grade:7.0' Insulation depth:8.0' Door 4:Solid 18 0.140 3 Furnace 1:Forced Hot Air,78 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New Mork State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date