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2008-216 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4E Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080216 Date Issued: Friday, September 12, 2008 This is to certify that work requested to be done as shown by Permit Number P20080216 has been completed. Location: 29 ARBUTUS Dr Tax Map Number. 523400-302-017-0001-006-000-0000 Owner. CHARLES & TAMMY ALBRECHT Applicant: CHARLES & TAMMY ALBRECHT This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the �' l property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Cod Enfoy ment Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Qmcnsbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080216 Application Number. A20080216 Tax Map No: 523400-302-017-0001-006-000-0000 Permission is hereby granted to: CHARLES &TAMMY ALBRECHT For property located at: 29 ARBUTUS Dr 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: CHARLES &TAMMY ALBRECHT 14 EVERGREEN Dr Fireplace GANSVOORT,NY 12830-0000 Garage Attached Single Family Dwelling $150,000.00 Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-216 $270.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 05, 2009 (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 th own Que b , ursday,June 05, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement 05/�14/2008 12:43 5187980338 HILLTOP PAGE 02 I___.__...•-•--•••""'""""" OFFICE USE ONLY TAX MAP NO. PERMIT NO. ; FEES: PERMIT RECREATION ENGINEERING $ (If applicable) -.___ s .__-_y �1._ __: PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BIHLDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION►. APPLICANT/BUILDER. I I OWNER:/�Qr�� ,L�mm 416 re ch/ � ADDRESS:,51 .5gg 4/bADDRESS: 114 f ve rG re en D r 6 nsP r/Qor PHONE NOS. i 9-0-3 PHONE NOS_ 4�}7 � / CONTACT PERSON FOR BUILDING&CODES COMPLIANCE,j 0 i'y, Kj r 1!PHONE: c�a J 6 ?0 LOCATION OF PROPERTY: r I I L)c i ✓`e QU-eens�a r41 SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW.. r CHECK ALL THAT APPLY TO YOUR z 9 L v� PROJECT � J U.4LL Q�Z_ CmV] o O d=-d SINGLE FAMILY M C I (l l9,;- I TWO-FAMILY MULTI-FAMILY(NO.� TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER To zem of Quprnshury- Community Development Office• 742 .Bay Road, QueensFiury, NY 12804 v H' O �1 L t v A Div.of _- _��_G Check Residential Plan Review: One& Two Family Dwellings Y/N/N/A 1 )Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: indow Schedule With Glass Size 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. 24"(h)x 20"(w)min. 4"Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK D proofing/Waterproofmg Materials On Plans o dation Drainage On Plans, if required Drop in 10' Exterior Grade g Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where uired ce and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls atforms At Exterior Doors tairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2d Story Spoke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. S/4fety Glazing Notes For Required Areas G age Fire Separation Garage Floor Sloped 'Attic Access - 2u oof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector , On Every Level& Interconnected Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed 05/14/2008 12:43 5187980338 HILLTOP PAGE 03 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:_ �� 4900 FUEL TYPE:__: HEAT TYPE? 1 "HOW MANY FIREPLACE(S) / AND/OR W°OODSTOVES(S)_ ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE?7v _ IS THIS A HISTORIC SITE? v ^ PROPOSED USE OF BUILDING OR ADDITION: It)c a oll, ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? /UD 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-bulk survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read nd agree to the above. Signed l YA'.'& j- aa�ylt Director of Building &Codes: 761-8256 (for questions eues1171oNs CALL 7614zae OR EMAIL regarding Building Permits, construction codes or septic codes0aueensbutv.net systems) (� VISIT OUR WEBWE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.aueenstwrv.net required permits, the permit process, application requirements or to schedule an appointment) ___________________________ - This application/proposed action described ; ; Permission is hereby granted to the above herein is found to be in accordance with the % Applicant to erect or after the building described zoning Laws of the Town of Queensbury. ; herein in accordance with said Application: ZONING APPROVAL DATE % BUILDING&CODES APPROVAL DATE TOum of QUPP".sinlry- Cammtrnity Development Office• 742 Ray Road, Queensbury, NY 12804 Permit No. Building&Codes Office-Department of Community Development Town of Queensliury Fee PgICI 742 Bay Road,QueeDirector bcQ es 12804 c;uee ry " l Recreatl0 r_ Dave Hatin,Director codes®aueensbu net � �. Phone: (518)761.8256 FAX: (518)745-4437 .._ Principal Structure Building Permit App i Application& Plans subject to review before issuance of a valid nermit for c stru tion. T WIC �QYLJ�E_ENSBURYInstructions: A permit must be obtained before beginning construction. No inspections will ema r I� AG applicant has received a valid building permit. All applicants'spaces on this application m e must appear on the,, (application form.Applicant/Builder III �G +` �7 i tG it C/U Owner: Chatics f /U n A Ib orl-Vl/ "_ Address: l Address: P4aPYLG tie' r+v AN la- 3 Ce"U czn u�o;r i Home Phone: He"ve Phone: _5/ '7'o(0q :5 Email Address: /- ' 5 t'G?07 l'li. Email Address: CeM Cell Phone: f C) Cell Phone: FAX Phone: ` I� ' 3" FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: rsI f o l Address: c� 3 Phone Location of proposed construction: Lot No. Legal Address: Tax Map Number.\3V1 / / / — / —(11�7�7 Subdivision Name: Estimated Cost of Construction: $ Proposed construction is for: Residential Use _Commercial Use Name of Business: If proposed construction is an addition,what will use of new addition bet New Addition Alteration Proposed Construction 1A Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq,Ft, sq.ff. Sq.Ft. Square feet Height Ft,3 In. Single-Family Dwelling !1 Two-Fami Dweliin Townhouse Multlamily Dwelling Number of Units: 1 T Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil Gas, Wood, Forced Hot Air, Baseboard, Other: If a fireplace and/or woodstove are being installed,please refer to a separate.application. .9 , <; Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after Issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge,the statements contained in the application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes,the Zoning Ordinance,and ail 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 I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested,by the Zoning Administrator or Director of Building and Codes,an As-Built Survey by a licensed s rveyor,drawn to scale,showing actual location of qll new }w construct' n. Clkl_" Date: Applicant/Builder Signature: The application of dated is hereby approved and permission granted for the construction,reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Applfcaffon.doc V:12/14/04 aZ)/,j17/Zeerl 12:21 5187980338 HILLTOP PAGE 01 For an EPA homeowner's guide, hffr)://www.eoo.gov/nodes/cubs/homeowner guide Iona customize )df OFFICE USE ONLY " ; TAX MAP NO. PERMIT NO. PERMIT FEE ; , APPROVALS: ZONING TOWN CLERK ------------------------------------- APPLICATION FOR. SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK ISEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE 13WANCE OF A VALID PERMIT. OWNER: Charles S Tummy Albrecht INSTALLER: JLJ Excavating ADDRESS; 29 Arbutis Drive, Queensbury - -- ADDRESS: � 4o I d,,e In hk� PHONE NOS. PHONE NOS. 74"9% LOCATION OF INSTALLATION: 29 Arbutis Drive Queensbury RESIDENCE YEAR BUILT BE MO. OF X COMPUTATION= TOTAL DAILY FLOW INFORMATION' 1980 or older X 150 gallon per bedroom 0 GARBAGE GRINDER INSTALLED?_ n Q 7981-1991 X 130 pallor+per bedroom = 0 HOT 1992-pr"W1 X 11 o gallon per bedroom 03 SPA OR INSTALLED? TL7 �1 PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE - % ✓ 50IL NATURE: SAND LOAM_ CLAY OTHER ✓ Gfk0Ut(,PWATER: AT WHAT DEPTH? n Dn-P eEpROCWIMeERYIQtic mATFRIA AT MAT DEPTH? 110 Y*I ve DOMESTIC WATP SUPLY: MUNICIPAL WELL__(If well:water supply from any septic system abaarpeon Isl M ✓ PEE&OL.ATION TEST: RATE IS 13�J>AtO"1 ER MIINUTE PER INCH(TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) 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). TANK SIZE: QQ.�GALLON(MIN_SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for §Y;jTEM TYPE: each garbage grinder, spa or%Nhiripod tub. � 0 ABSORPTION FIELD(WITH NO.2 STONE) Total length c a Q ft. Each trench Jed X _ ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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 misrepresentadion or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. 1 have read the regulations with respect to this application and agree QUESTIONS? CALL Toi-62W OR EMAIL to abide by these and all requirements of the Town of Queensbury " Sanitary Sewage Disposal Ordinance. VISIT OUR WESSITE FOR MORE INFORMATION www.aueensburv.rlet i,A tgnature of ftmon Responsible Dare QTown of Queensincry• Contntunity Development Office• 742 Bay Road, QueenSbury, NY 1.2$04 Community Development Office Town of Queensbury - 742 Bay Road - Queensbury, New York -12804 ! ' '�� Marilyn Ryba, Executive Director-David Hatin, Director of Building&Codes i Craig Brown, Zoning Administrator-Michael J.Palmer,Fire Marshal i (" I � V P -�iti I✓., APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building 8, Use Permit pursuant to the New York State Fire Prevention 8, Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations,and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT:! ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. ` OWNER: G I� I �' l o t yiy61 rPL.�'^ INSTALLER/BUILDER: ��4 C' n J ADDRESS:!"1 &e Iz q 1 ep YI D p • 651CU�brr ADDRESS: rJ f � F PHONE NOS. PHONE NOS. ! D C _.7 = LOCATION OF PROPERTY:._�C I rL,of �? D I Ve-- SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: /L'1-n �� ire C'. i'1 PHONE: FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE IREPLACE INSERT FIREPLACE,FACTORY BUILT* FIREPLACE,MASONRY FURNACE (GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. LISTED BY: NUMBER: QUESTIONS 1 CALL 761-8205 or 761-8206 iCIMtJIE 'IIFCRMATIN BLC3CK B#��I SSYONE OR EMAIL: , u..... firemarshal0aueensburv.net MASONRY" CHECK ONE ✓ VISIT OUR WEBSITE TICS SffiEL. SIZE fln IN' FOR MORE INFORMATION IKI www.gueensbury.net FLUE CHECK ONE ✓ DOUBLE CHIMNEY WALL TRIPLE WALL INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm epart: i am/pm 742 Bay Rd., Queensbury, NY 12 04 Inspector's Initials: NAME: PERMIT NO.: 2 LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam/ Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N _N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone v6--� Seepage Pits: Number Size: x Stone Size: � �V Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field / Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use StaWg� Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: I1 am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT nNO.: c'z -2 l LOCATION: INSPECT ON: — RECHECK: Comments and/or diagram Soil Type: Sand Loam/ Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N_N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N End Cap IY N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits 'ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear s mU t Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: A,I brecil LOCATION: Ar� PERMIT#: " Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of ✓/ Community Development. Upon revi w the surve i s en: Craig Brown,Zoning Administrator Notes: L.\SueHemingwayNBuildmg.Codes.fi spwtion.FORMS\Final Survey Zoning Administrator.doc CC) :7 -/h Queensbury Building & Code Enforcement - Residential Firfal Inspecti n Office No. (518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: )) Inspector's Initials: NAME: � ""6—' PE IT#: J - LOCATION: DATE: TYPE OF STRUCTURE: Comments: Y No NIA Building 4' Bi Number Address visible from road ChimneyHeight/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch PlumbingVent through roof minimum 6 inches Roof /Exterior Finish Com Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks, more than 30 inures above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more t � Handrail Termination at Newell Post or Wall Interior/Exterior Ra'' 34 irn�es to 38 inches Deck Brae / RampCompliant Grade from foundation 6 inches with 10 feet s inch clearance to sal t Gas Valve shut-off e /regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen)Nalerfight Safety glazing/WjfWow in stairwells safety 06�m Interior Srnoke 196tectom/Carbon rm ' Every level: Ev¢�y Bedr �- Outside every bedroornr ,6rea: Inter Connected: \/ B badw Attic access 30 inches x 22 inches x 30 inches in aooessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor trim,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater operaft Low water shut-off bodeer Relief Va s installed/Heat Tra Water Ternp 110 Enclosed Stairs Sheetrock Underside minimum''Gypsum Basement stairs closed rise>4 inches Garage Floor Pitr ed Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final El x*kal Final Survey Plot Plan Arc Fault Breaker in Bedrooms IVA Flex Gas Pipe Bond' As Built Septic System/Sewer Dept.Ins on Sticker Site Plan /Variance required Flood Plain Certification,if nuired Okay to issue C/C or C 10 1 Temporary/Permanent LABuilding&Codes FormMuilding&Codesllnspection FormMesidential Final Inspection Form revised_100405.doc;Revised January 7,2008 MAP REFERENCE: I MAP OF SECTION 1 OF OLD FORGE PARK DATED MARCH 14, 1958 REVISED DECEMBER 1, 1958 BY LESLIE W. COULTER LOT 48 LOT 49 LOT 50 J1fACNETIC 19 50 LOT 51 LOT 52 LOT 53 IPF N05012'00"E CONC. MON. IRF i 100.00, l f f I AREA 20,000.0 sq. ft. f1 0.46 acres E f � f f f f f f 0 0 LOT 23 O LLl cV LOT 2700 CID LOT 26 LOT 25 f LOT 24 N LOT 22 f V I 't a. It I z FOUNDATION ONLY � j 1 I i N } O 10.6 �-+- I L20.2' f I SI I f � 1 I I I 1 f 1 iRF I 100.00' IPF S05012'00"W ARBUTUS DRIVE Date1SEPTEMBER 12, 2007 'UNAUs P SEARING LICENSED L N OR ADDITIOSURVEYORS S LSURVEY Map of a Survey made for Scale 1'=30' YAP BEARING A UCENS£0 LAND SURVEYORS SEAL IS,A VIOLATION OF SECTION 7209.SUB-DIYISICN 2.Of THE NEW YORK STATE EDUCATION LAW' ONLY COPIWITH FROM THE ORIGINAL OF THIS SU SURVEY SURVEYORS MARKED N17H A1J ORIGINAL GF THE LAND SURVEYORS �'+� SEAL SHAH.BE CONS+DERED TO 8E VAUD TRUE COPIES.' �.� "CERTIFICATIONSSURVEYWAS PREPARED HEREON DANCE THAT C h a r l e s H . & Tammy M . Albrecht THIS SURVEY WAS PREPARED M ACCORDANCE Y6TN THE L y F70STING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSWATION OF PROFESSIONAL ors LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR LMiOM THE SURVEY IS PREPARED,AND 2 6-23-08 FOUNDATION LOCATION ,SyF�T,EET OF ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL SHEET" AGETCY AND LENDING INSTITURION LISTED HEREON.AND Town of Queensbury, Warren County, New York 169 Haviland Road Queensbury, New York 12804 SSI 1 q2108 PROPOSED HOUSE TO THE AGNEES OF THE P — —E LENDING S1MTIOK ALBRECHT C-2075 (518) 792-8474 New York Lic. No. 50135 1 1 NO. DATE DESCRIPTION DWG. NO. 07166 3a2.17-1-6 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: 10 am/pm Date inspection request received: Inspector's Initials: od WAN NAME: A f "-I , 2 PERMIT#: -- jyr—) LOCATION: �:7- �-7 4 1,77 DATE: ,_- TYPE OF STRUCTURE: Comments: YW No WA ,C Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location or Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 i v*m Roof Conylete/E)derior Finish Complete �- Plallomh at all exterior doors5 �� Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade i,=� Guard at stairwell at 34 inc mo hes or re G l Guard at deck,pprches 36 inches or morea � _ Handrail Termination at Newell Post or Wall interior/Exterior Railings 34 inches to 38 inches Deck Brad /Hand' Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate �-- Gas Valve shut-off emosed/regulator 18 inches above grader ' Interior /trim 1 doors/main entrance 36 inches (�f�� Bathroom/Kitchen watertight Safety ghw-M/W in stairweits safe Interior Smoke De ors/CarFn0110ew, ors Every level: Every B : Outside every rea: Inter Connected: B badku Attic access 30 inches x 22 inches x 30 inches in aooessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.k 150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. E below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operaft Low water shut-off border Relief Va s installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodc Underside minimum Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door loser Duct work Sealed Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas P jpq Bonding As Built SepticSystern/Sewer Dept.ins on Sticker Site Plan /Variance required Flood Plain Certification,if required O!Lay to issue C/C or C 10 Tem /Permanent LlBuilding&Codes Fomhs\Suilding&Codesllnspecbon Fomhs\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone:(518)745-0307 Fax:(518)745-0308 September 23, 2008 Town of Queensbury Buildings Department 742 Bay Road Queensbury, NY 12804 Reference: Albrecht Residence —29 Arbutus Drive, Queensbury, NY 12804 Wastewater System Design I have inspected the installation of the wastewater system at the referenced project. The wastewater system consists of a 1000 gallon precast concrete septic tank and four absorption trenches at 50' length each. The absorption trenches were installed in amended soils. On July 29, 2008 1 conducted a percolation test in the amended soils prior to trench installation. The percolation rate in the amended soils was 5 min 45 seconds. Attached is a record drawing indicating actual locations. Should you have any questions, please contact this office. Regards, —T5w"V+T4- � G. Thomas Hutchins, P.E. Cc. Tom Albrecht G.Thomas Hutchins,P.E. 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 9 9 Fax: (518) 745-0308 July 30, 2008 Mr. Tom Albrecht Hilltop Construction 51 Crowley Road Hudson Falls, NY 12839 Reference: Albrecht Residence, Arbutus Drive, Queensbury (T) Dear Mr. Albrecht: On July 29, 2008, 1 conducted a soil percolation test in amended soils at the referenced property. The stabilized percolation rate was 5 min 45 seconds per inch after a presoak and six runs. This is within the specification of 5-10 minutes per inch for amended soils indicated on our design drawing, and the absorption field can be installed per our design. Should you wish to discuss, please contact me. Regards, G. Thomas Hutchins, P.E. Cc. Town of Queensbury Building Department G.Thomas Hutchins, P.E. Septic Inspection Report . h0�D� Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: I am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: A� IL — NAME: PERMIT NO.: D LOCATION: 2 utu_c-, gy'Vg INSPECT ON: RECHECK: Comments and/or diagram Soil T Clay Type of Water: uni ' Well Water Waterline separation distance ft. Ls1x `� Well separation distance ft. Other wells: A T ,A1:T Absorption Field: Total length ft. Length of each trench ft. Depth of trenches Size of Stone Z. Seepaoe Pits: Number Size: x Stone Size: 4� Piping Size TyDe Building to tank I Tank to Distribution Box Distribution Box ta.Field Pit Opening Sealed: W1 Partial i End Ca In Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption nt ft. Separation of Pits ft Conforms as per Plot Plan Y Engineer Report and As-Built Y Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear st m Ue Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Towvn of Qneeasbrry rare NWrd al 742 Bag Road t Qnee:dwry,NY 12iIQ4 761-SM/761-8206 7 Facton—BM#fGan !Slive Inwxtion Raw t Natioe:New York State that aff 1�L a�ames be installeda000nding to the moos and eonfaind u lire fllda•,rai aca�oaspaeyisg the appfianoe.No deviation froa the ssanufacdrrer's or spedficadow is Alowet Scbeduk an psa stye Lsspectes'�t X t face 1 , I in kpphinoceMan.faawer C �,. � , f� 17 Dived vent Facbony Built Chimney Me Sine Doabie waft T rk&Waft hunfated Yes No N/A comments [door Protection Clearances to Combustibles(all sides) rwestop(s) Vertical Chase Wait Parma Vent Clearances to Combustibles Vent/Chimney Termination CUmney bdgbt mast be 3 fat above red p I . ,I , ion;2 fat above any combusfible cousdnc6m Wifbin to feet Gas Shut-Off Valve Combustion Air Hem Extension(if any) Mantel Witness Operation Tank Placement(t UP) WMe- Dept Y.W. C.A [rak-RM Manha Rough Plumbing / Insulation Ins 'ection Report Office No. (518) 761-8256 Date Inspection r e iv Queensbury Building &Code Enforcement Arrive: - a rt: am/� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . NAME: Cf P MIT#: �L LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y IN N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes ressure Test Water Supply Piping 50 P.S.I 15 minutes sidential Check/Commercial Check lmilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Ins do st iv Queensbury Building&Code Enforcement Arrive: r Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s h NAME: A Fxf C RNIIT#: LOCATION: SPECT ON: TYPE OF STRUC �o Comments Y N N/A Footings C_ iers 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM x--/ 40 %vd—:�Aoo,�7 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date In ection re F#: Queensbury Building Code Enforcement Arrive: am/ 742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME: P MI �— LOCATION: v INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Q F%J> ASS PlumbingVent 1 Vents in Place 1��t,1FTtoaJ � � 1 /z inch minimum Drain Size �� WashingMachine Drain 2 inch minimum � �� Cleanout eve 100 feet/change of direction Pressure Test 0 ,b C-Cve. � Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 1 �D� Air/Head �� 6�R�iA6E o 15 minutes e, Insulati idential Check/Commercial Check Tyvek or Similar Exterior Sealant �SilvA� oeJ Proper Vent, Attic Vent C Door/Window Sealed No Insulation LOP VJZ�kg- p Duct/Hot Water Piping Insulation 6-wo t- pftm-Tto If required unheated spaces Combustion Air Supply for Furnace �� Duct work sealed properly/No duct tape COMMENTS: 6cQ.p� �Sz Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report " r Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/prn Depart. am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT# 0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS: Attic Access 22° x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour trestopping 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 Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding 6 Codes Forms-OLDSuilci ft&CodesUnspection ForrnsTrarring Firestopping Inspection Reportdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ection r ce' :rdQueensbury Building &Code Enforcement Arrive: I t: a; m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: 4-� 1b PE T#: LOCATION: 7� }�C30TU INS ECT ON: , TYPE OF STRUCTURE: Y N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place oe 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test 'n ent ol Vrd - j0 ft. above highest connection for 15 minutes ressure Test Water Supply Piping - ------ --- Air/Head 50 P.S.I for 15 minutes Insulation/ Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 n Report Rough Plumbing / Insulation Inspectio Office No. (518) 761-8256 Date Inspection req re ived: Queensbury Building & Code Enforcement Arrive: pia pm p c z a / m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: A�LecLi P IT #: LOCATION: 22v" INSPECT ON: - TYPE OF STRUCTURE: Y N N/A Rougt Plumbing / ail Plates Plum ' /Vents in Place 1 Y inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct worts sealed properly/No duct tape COMMENTS: Rough Plumbing Insuh-Aw Reportrevised Nov 172003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: (o-.30 D) Queensbury Building &Code Enforcement Arrive: am/pm part:n am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: &I I �e PERMIT#: D —'9—l LOCATION: _olq INSPECT ON: TYPE OF STRUCTURE: Y Or N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers 00, 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes/Bearing Walls` Metal Strapping for Notches Top Plate { 1 '/ 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 water shield 24 inches from wall Fire separation 1, 2, 3 hoar Fire wail 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 518 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&Lropech g Fling Inspection ReporLdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/pm Depart:f, t�'r� pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/1�� 'T NAME: �� PERMIT#: '2111 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA 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 Footing Dowels or Keyway in place oundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width A6 6 inches above footing mil 1 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 10 - /2- -/Atx�7 Foundation Inspection Report Office No.(518)761-8256 Date Inspectionpquest received: Queensbury Building&Code Enforcement Arrive: `. k 5 am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: j PERMIT#: a LOCATION: J INSPECT ON: TYPE OF STRUC . 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 purpose on site. Foundation/Wallpour Reinfo e t in Place Footin4 el or Keyway in place Founds. 'on D pproofmg Foundation Waterproofing Footing Drain.Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing for wet areas under slab Backfill A val Plumbing Under Slab PVC/Cast/Copper Foundation Insulat Exterior R- io tenor Rough Grade 6 inch drop within 10 ft. v L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: f T_��am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:c�N NAME: 4:�:jPERMIT#: _ LOCATION: !"n 6a�_:1 INSPECT 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 purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in plat Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:�&IL' am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: z4 G,, NAME: PERMIT#: v �— LOCATION: :�2--q Pr-t-- INSPECT ON: / TYPE OF STRUC 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 purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Re: JOB17604 The truss drawing(s)referenced below have been prepared by Robbins Engineering,Inc. under my direct supervision based on the parameters provided by Saratoga Lumber Traders, Inc.. Pages or sheets covered by this seal: T3034344 thru T3034351 My license renewal date for the state of New York is June 30,2011. n-5 b(-W June 6,2008 Albani,Thomas The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1 Sec. 2. 6904 Parke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-1135 •Fax: 813-971-6117 www.robbinseng.com DALLAS TAMPA FT. WORTH Job: JOB17604 Mark: R2 Quantity: 4 Type: SCI2 Span: 260000 P1-H1: 6 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 CQ-HILLTOP JOINS LOCATION ALL PLATES CENTERED CSI SIEE LUMBER Brace Crvs!as follora: MAXIMUM ACACSION9: Coon I-.. NOTE9: - JT X-IOC JT x-IOC ON JOINTS EXCEPT: TOP 0.98 2s 4 SP-SS O.C. From To JT REACT ACT WID REQ BID ♦ 6 Wind Load Case(s) Trusses Manufactured by: I -13- 0- 0 C 13- 0- 0 JT PLATE SIEE x Y BTM 0.77 2s 4 210OF1.8 TC Cont. 0-0- 0 26-0- 0 LSS IN-SX IN-SX ♦2 Unbal. Load Case(s) SARATOGA LUMBER TRADERS G -6-11- 0 E 6-11- 0 1 5.00.0.00 CNTR-0.59 NBS 0.92 2.4 SPFS-42 SC Cont. 0-0- 0 26- 0-0 A 2042 5-8 4- 1 ♦ 1 UBC Load Can. Analysis Conforms To: B 0 D 0 G 3.00.4.00 0.45 0.22 EXCEPTIONS: One Continuous Lateral Brace hr=-150 ♦1 Dead Load Case ANSI/TPI 95 4 02 H 6-11- 0 F -6-11- 0 B 6.00x 6.00 CNTR-0.59 N2 2.6 SPFS-42 G-D D-H C 2042 5-8 4- 1 ON Loading J 13- 0- 0 A -13- 0- 0 H 3.00x 4.00 -0.45 0.22 B9 SAME AS W2 Attach CLB rith (2)-10d nails hr=150 Soffit paf 2.0 J 5.00.8.00 CNTR-0.59 W3 2.4 SP-s2 at --_ each reb Design checked for LL on BC E 7.00.10.00 0.14 -0.05 WH SAME AS W3 UPLIFT FOUND AT HEARINGS par BOCA (section 1606.2.3), D S.00xl4.00 CNTR 0.89 SING UPLIFT BEG UPLIFT IBC/IRC-2003 and FBC 2004 F 7.00.10.00 -0.14 -0.05 TC Fb=1.15 Fc=1.10 Ft=1.30 Las LBS (section 1607.1), 20.0 p.f. SC Fb=1.10 Fc=1.30 Ft=3.10 A 265 C 265 Design checked for 30 psf non- ant LL on BC. TL Defl -0.67" in D -6 L/451 MiMRLceda -"aI /ASCE 7-02 LL Defl -0.44" in D-E L/680 Truas is designed as a main Ha Di- p LL DL TL rind-Force Resistance Systea. It C 0.36'• 0.111, 0.511' Wind Speed: 90 eph Shear//Grain in G-B 0.76 IYan Roof Height: 25-0 Exposure Category: C Occupancy Factor : 3.00 Building Type: Enclosed Eons,location: Exterior TC Dead Load 6.1 psf 6x6 = BC Dead Load 6.0 pet Roof Load per HO 1-0-0 B HO 1-0-0 G,•...drsnoi,Loa G d 60.0 pef Fill . Rain Load = 0.0 psf Importance Factor 1.00 ,r� Thermal Factor 1.10 Expn..re Factor 1.00 Balanced Load Factor 0.77 Unbalanced Load Fact 1.50 6 - 1 or unbalanced Loads Checked Load Factor.=1.50 and 0.00 5 max comp. force 4946 Ibs 3x4 3x4 max b u. fora 4722 Lb s G _ - -_ -- H Quality Control Factor 1.00 7-6-0 TC _ --.- _ -.D ---- 9 =� ... TC 4-2-3D 8x14 4 4 5x8 3 BC BC 2 5x8-7I F E J O� c r� 7x10 7x10 3S A. - 4 ��P o�P 2x4 A'S 2x4 (- CC o W:508 C) k ;t.F W W:50 0 u TC 13-0-0 26-0-0 } BC------- -------- -----13-0-0 ___------ ----._. _.-------26-0-0--- ----- ----- - ---_..---- - - - - _-26-0-0 ALL PLATES ARE MT2020 REVIEWED BY: June 6,2008 Robbins Engineering, Inc. REFER TO BOBBINS ENG. GENERAL 6904 Parke Cast eIvd. NOTES AND SYMBOLS SHEET MR Scala: 0.271" =1' Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robb... Engineering, Inc./Online Pluaw (onme,or placesMWlbeapplkd on Mrh fa<n.f r.a. eachiwat.Cent.the Rabbi.+lnR Co,bean no rngrn,iblli"for,M<rerdoe oftru.se>.fidd bnnnq or pkte.unks.fndl-,M aherwiw.So Wmekaon.rn.wi.plme-marl area perm..-nnw brxis[.R,-,.HCSi ILDnpabIkhedb-Iw Truss Plsk Auto Snow Loading Designer: Lucas Ahl SpOn nnh'sshme.huwe.livenll ap.m su.mH"hevi.tp.,each esd unless Iwtftne.219 N-Ln Street 1.11,3Q.Akmdda%'A=2314.Persomerertte, TC Live 46.2 psf Checker: indiraledothees.iu.fmdegand(andcatlonsh.11 be pedarmed-pipmemvhich Ink- -.dash--kprafe..i.-l.drke cosRernin[Proper ererdou Macinq pradarn snag4ittingjuin„mtl pktn.Lnlns atber^ix weed mafnme-.tent of la p-en,Ioppiingand"damilmin[".('art.hooW be taken to prevent d.m.p TC Dead 10 psf Reviewer: ber I.m s.11 not<=19%.1 rime of fabrl-W.and thk dnf[a k em applicable dxdng labnrad-.storage,-pping led ererdan.2'op aM banom chords likU be BC Live 0 PSf Designed: I-me with nn menhilt comber.ad came pr 0,n o-nrmemc Ilk dniq^rm aekl-d,braced is me.Mews fnbeslbllm ar nod reillat nmPer,mel..it 4 tb< BC Dead 10 psf Rev No: prepared in mcord.nn n'I,h"\ado^.I Dnlgn S,611 ti-far Mood Comtruni-' rnp^miblli)of when to vscen.l.thst the dedgn load.utllliki on thi,d..In mee, IAFPA)."\..anal De.b.St.M.d for sletal Plate Canna,d R'md T-O nrkki nu wmal deal load.Impowd M the structure and Ill Ibx bad,lk,,x Total 66.2 psf Rev Date: font-Oke-(ANSVfPi O-d HUD D-lkii CHkH.for Tnk-Rafters. b)',he lwsl bufldle,rode ac hlnorkal c i-ir reearM. Lumber SI 1.15 Run Date: 06/06/08 Plate SI 1.15 version: 22.0.018 FUIUNISH A COPY OF 11111 DESIGN TO ERECTION CONTRACTOR. IT IS THE RESKYSSIBILIT'OF TIIE BUILDING DESIGNER TO-IEN'THIS TRLS.S DESIGN-IS(;as F'ERIEN Spacing 24.0 in. Drawing: T3034344 TORT DATA IS('.L I:)l.N'(:DIN.AND LOADS CONFORM TO All('11.PLA\ISPECS AND FAR TRESS PLACEMEN r W-RAM. Robbins Engineenng Inc./Online Plus-C)1996-2008 Version 22.0.018 Englneenng Review Drawing 6/e/2008 11:33,57 AM Page 1 Job: JOB17604 Mark: R3 Quantity: 1*2P Type: TR Span: 260000 P1-Hl: 6 Left OH: 0 P Right OH: 1- 0- 0 P Page 1 " CQ-HILLTOP JOINT L(NJsT10N ALL PLATES CIMERPD CSI SIZE LUMBER Brace trues as follows: IM%DABl REACTIOWS: Cohort Gitdat JT X-LJC JT X-LOC ON JOINT'S EXCEPT: TOP 0.97 2.4 SP-#1 O.C. From To JT REACT ACT WID REQ NID Total Design Load. (plf) A -13- 0-0 D 8- 8- 9 JT PLATE SIZE x y STN 0.91 2.6 SP-SS TC Cont. 0-0-0 26- 0-0 Los IN-Sx IN-Sx TC V 92 20 0.0 13.0 I -a- 8- 9 E 4- 5- 3 A 10.O0x14.0O 7.96 1.66 Was 0.83 2x 4 SPFS-12 BC Cont. 0-0-0 26- 0-0 A 12096 5- 8 7- 2 TC V 92 20 13.0 26.0 J -4- 5-3 S1 1- O- 0 I 8.00.14.00 0.22 -0.45 LG1 0.65 2.6 SPFS-12 ht=-122 BC V 549 258 0.0 26.0 B 0 F 0 J 6.00.6.00 -0.45 -0.22 LG2 0.65 Zx 6 SPFS-#2 C 12259 5- 8 7- 4 ♦ 6 Wind Load Cases) K 4- 5- 3 G -4- 5- 3 e 7.00.8.00 CNTR-1.84 Pal 2x 6 SPFS-02 ht=122 ♦2 Unbol. Load Casale) L 8-e- 9 x -8- 8- 9 K 6.00.6.00 0.45 -0.22 P82 2.6 SPFS-#2 ♦ 1 USC Load Cane C 13- 0- 0 L 8.00.14.00 -0.22 -0.45 EXCEPTIONS: UPLIFT FOUND AT BEARINGS a 1 Dead Load C... C 10.00.14.00 -7.96 1.66 W1 2x 4 165OF1.5 BRIG UPLIFT SRG UPLIFT NOTES: D 3.00x 6.00 CHTR-1.37 Las Las Tr.....Manufactured by: E 4.00x 9.00 -0.50 -0.10 A 1697 C 1718 SARATOGA LUMBER TRADERS #S1 6.00.12.00W Analysis Conform.To: G 4.00x 9.Do 0.50 -0.10 TL Defl -0.43" in F-E L/707 ANSI/TPI 95 4 02 H 3.00x 6.00 CHIN-1.37 LL Defl -0.30" in F-E L/999 Girder C-. Shear//Grain in G-F 0.05 Loading SC Span 25-9-0 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2ubolts -OR- SDS3 s w• -OR- 10d nails u each lay..is applied.) 7X8 ----Spacing (In)---- PonI Nail. Screws Bolt. HO 1-0-0 B HO 1-0-0 TC 1 12 24 0 - '-- BC 2 8.5 16 -0 NB 1 B 8 +s Web Corulection Exception - Us. 4" spacing for s e r 6x6 nails ails on the followingwaba T-F F-R K ox Loading - �- Soffit pnE 2.0 h. kd for on 6 DeparnSock (section 1606.2C3), T1 2004 T2 IBC/IRC-2003 and ERIC 1 Bx14 (section 1607.1), 20.0 psf. 7-6-0 Bx14 I L Notes Continued On Page 2 2 2x4 3 3 2x4 2 4 1OX14 LG1 .a 5 5 10x 4 4 _ ! F NEW LGI 41 O S A.q �O - -- - B1L - - B1R 15 PB1 � �92�� '{ H G F E D ,K ♦ sA 3x6 4x9 7x10 Sl 4x9 3x6 r T W:508 #20G-MT2H-6x12 - W:5089 !", k W o m l! o > TC 13-0-0 26-070 r' -------- 26-0-0 - EXCEPT AS SHOWN ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR - - =-- REVIEWED BY: June Robbins Engineering, Ins. RLFEA TO ROBBINS ENG. GENERAL , 6904 Parka Eaat Blvd. NOTES AND SYMBOLS SHEET FOR Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluses Scale: 0.278" =1- Coen«Inr pl.r«,hall be appikd o.M1urh far«uftrv++.teuhl'nt Ceewrthe Rnbbm Eaq.Co.he,n nn mponsiM1ibn fw rhr er«n.n dtrvss«.field hnring or pl.res,wkaiWintM other»Ise.Sn bwr4wn.r waw In plan restart area. perm.ne.t tnu bnrieg.Ref«m BCSI"111 publhhM h3-thr Trus,Plare Standard Loading(BROW) Designer: Lucas Ahl Spare o.ly»Mere sho»n.tn...11,........4"M1urin 1-heW,.elm In+tinu,219 N.-L«Street.Suite 312.Akswdd.l'A 22314.Persomer«ring TC Live 46.2 psf Checker: In,lK d.rhrrwiu.Cmdiig.W bbdnd.e,Aall M1e perfor.,ed..puipmem»bkh rasa+ -ed. I--profmi-1 alvke ronarni.g proper-fis.b-inq ,W.< sfl,mgluim+and pl-Lnlwntherwia wad mui-n -m,d opn wpplingaM"Mmlwiwe C"rr,WnK be nkm rermt to p damugr TC Dead 10 psf Reviewer: IumM1rreshallw«reed 111..10..of hM1-na.,W the-*.i r.pplinble during fandrad.n.+t.r.ge.shipping aW er«Hoe.TopaW M1.nom rM1.rds ibnll br BC Live 0 psf Designed: for are with Bn rmMam lumber and mme prearvatlre trtatmwts.n l'bi,d«Ign was ,dryuatdy br.rM in the ahsewe of.henhi.g or rigid rrili.q,rapecthrly.Mirth, BC Dead 10 psf Rev No: preparM I"accordwre»ith"\.ducal U«Iq"S,-611 tine,fur W wd Co"atrurdon" r«pm,s160N}of.th-to 11-1"that the d«ign bad,uIflrW-this drawing- 1.1FPA).".N,tiowl D«le.SmW,M for Meml Pbite Conn nSl W-1 Trm, e,r«d the a.mal&W 1.,d,lmpwd by the,trvrmn and the IN,6.4,io,"s Total 66.2 psf Rev Date: Comtrv<ti.n"(AVSUTPI 11.and HUD Dedan Cdted,I.,T-ad Ran«,. by thelwdbeudi,%,We or nhmrir,l dlmnir r«oM,. Lumber SI 1.15 Run Date: 06/06/08 Plate SI 1.15 Version: 22.0.018 FURNISH A COPY OF THIS DESIGN TO EIFECTIO1-TRACTOR. I IS THE RF.SPOSSIIII.ITY OF THE BL'ILDI-DESI:NER TO HE,IEW'TH IS TRUSS DESIGN DRAWING AA 1'F.RI FY Spacing 24.0 in. Drawing: T3034345 THAT DATA INCLUDING MM,AND LO"S C(1\'FORM Tel AR,Ff.PLAN/SPE(:S AND I".TRLSS PLAC EME.YT DIAGRAM. Robbins Engineering,Inc.iOnline Plus'"0 1996-2008 Version 22.0.018 Engineenng Review Drawing 6/6/2008 11:33:57 AM Page 1 of 2 Job: JOB17604 Mark: R3 Quantity: 1*2P Type: TR Span: 260000 P1-H1: 6 Left OH: 0 P Right OH: 1- 0- 0 P Page 2 CQ-HILLTOP Notes Continued From Page I Design checked for 10 psf no - co—rent LL on BC. Us.properly rated hangers for loads freeing into girder trues. NOTE: USER MODIFIED PLATES This design may haw plates selected through a plate nitos. Wind Loads -ANSI /ASCE 7-02 Truss is designed as a Main Mind-Fozem Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Kxpo,,re Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snom Load per ASCE 7-02 Gz...d S.—Load 60.0 psf Rain Load 0.0 psf Importance Factor 1.00 Thermal Factor 1.10 Exposure Factor 1.00 Balanced Load Factor 0.77 U.k.1--d Load Factor 1.50 Unbalanced Load.Checked Load Factors: 1.50 and 0.00 Max O.P.e fore. 15512 Lbs Max tens. force 15180 Lbs Quality Control Factor 1.00 Robbins Engineering,Inc.iOnline lus^"C 1996-2008 Vemion 22.0.018 Engineering Review Drawing 6/6/2008 11:33:57 AM Paga 2 0(2 -- - - - - --- Job: JOB17604 Mark: R7 Quantity: 2 Type: TR Span: 250900 PI-Hl: 6 Left OH: 1- 0- 0 P Right OH: 0 P Page 1 e CQ-HILLTOP JOINT IA%'JkTION ALL PLATES CENTERED CSI BILE LUMBER Braes trues as follors: MAEIMUN REACTIONS: Cos-Trws NOTES: JT x-LOC JT x-IOC ON JOINTS TOP 0.11 2.4 SP-SS O.C. From To JT REACT ACT INTO REQ WID + 6 Wind Load Casa(a) Trusses Manufactured by: GG-13- 0- 0 FIT 10- 0- 0 STM 0.03 2x 4 2100FI.B TC Cont. 0-0- 0 25- 9- 0 LBS IN-ax IN-Sx +2 Unbal. Load Case(s) SARATOGA LUBBER TRADERS L -10-0- 0 DD 8- 0- 0 Was 0.16 2.4 SPFS-62 BC Cont. 0-0- 0 25- 9- 0 • 3526 N/A N/A + 1 USC Load Case Analysis Conforms To: N -B- 0- 0 an 6- 0- 0 •CONTINUOUS BETWEEN A-K + 1 Dead Load Case ANSI/TPI 95 6 02 P -6- 0- 0 z 4- 0- 0 TC Fb--l.15 Fc=1.10 Ft=1.10 hz-146 ON Loading R -a- 0- 0 x 2- 0- 0 SC Fb=1.10 F-1.10 F[=1.10 Soffit psf 2.0 T -2- 0- 0 S1 1- 0- 0 UPLIFT FOUND AT BEARINGS Design checked for LL on SC B 0 V 0 BAG UPLIFT BAG UPLIFT per BOCA (section 1606.2.3), W 2- 0- 0 U -2- 0- 0 Las Las IBC/IRC-2003 and FBC 2004 Y 4- 0- 0 S -a- 0- 0 A-K 505 (section 1607.1), 20.0 paf. AA 6- 0- 0 Q -6- 0-0 Design checked for 30 Pali non- CC B- 0- 0 0 -a- 0-0 TL Defl 0.00" in FF-K L/999 concurrent LL on EC. EE 10- 0- 0 M -10- 0- 0 LL Defl 0.00" in A-M L/999 Refsr to Gen Dist 3 isarridus for BB 12- 9- 0 A -13- 0- 0 Shear//Grain in GG-L 0.30 rab bracing and plating. K 12- 9- 0 Wind Loads -ANSI /ASCE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Haight: 25-0 4x4 Exposure Category: Factor: 1.00 BllHO 1-0-0 B HO 1-1-8 Ecrnsdl G�: Exterior TC Dead Load 6.0 paf T "7 W BC Dead Load 6.0 paf Roof Snor Load per ASCE 7-02 Ground Snow Load= 60.0 paf Rain Load = 0.0 paf 6 R Y Important.Factor 1.00 Thermal Factor 1.10 P .. '- ,,... AA Exposure Factor 1.00 Balanced Load Factor 0.77 Tl Unbalanced Load Factor 1.50 T2 Unbalanced Loads Checked H ccLoad Factors=1.50 and 0.00 7-C-0 MaxP. force 409 Lb. *2x4 Max tens. force 241 Lbs L EE Quality control Factor 1.00 22c4 2x4 4� HH li 2 S - - - - - x OF NEtq A M 0 4 B1L S U V Sl X Z BBBlR DD FF -_ -_.2x4 Al 1. 2x4 3x4 \Q 0, SA ALB O9 TC 1 13-0-0 25-9-0 r 'S W -- - ---- ---- - C� � �l r n -BC-- -----. -__. _- _..-. 25-9-0-- - --._. _.__._. __... 41 - - 25-9-0 ALL PLATES ARE MT2020 --- See Joint L For Typical Gable Plate Size and Placement REVIEWED BY: June 6,2008 Robbins Enginaa ring, Ins. REFER TO ROBBINS ENG. GENERAL 6 go Parke East Blvd. NOTES AND SYMBOLS SHEET FOR Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluan' Scale: 0.273" = 1' ( k,, h 11 be pplkd b.of ,of nil c n Robb E.g.(-s braclml.Rr 1.iB(Ibu-0l np.Il hrdrhy shr I....11.11 nR nr Auto Snow Loading Designer: Lucas Ahl plan,unkn IaduuW a,nerwhe.\o louse k,m.or w.ne In plan p• Q g Splice unly wM1ere.M1uwn.(laenli......same 4"bevingut ncM1 and union I-h, 218 Nonh Lee Sv Nuke 311.\k...drla.I A 22314.Perwn.erer6.g TC Live 46.2 psf Checker: adlu,W mhervlw.('u,dn¢andf.bdcvnnn shin be perfurmrdnn.quipmem whkM1 ,rmsn.reuadm,W m,nk pr.1nnon.1.0 cnm OliiR Proper.mean hr.ring prWsrn wuR rlrtinR joisn.nd pkns Uelns onkerwlsr nuns mNsrvre ma,n,or n�prmm�nppli.R.ad"dnnlsoiog C-lis id bemken,o proem d.m.ge TC Dead 10 psf Reviewer: Lmner steal nm nreed 19% dme MBbrkml.n.W,hl.den..i..m.pplkahle dudaRr lwfr.non.nonge,.AlppinR and eratlan.I.P.Wh-vis rds M.11br BC Live 0 psf Designed' for u.<wirh Ore rnsrdan,lumner.nd come prnrn.nre lrn,men,s.l'hhdniRnwm ad,...,Il'bruW{n,he.....ofsh<s,hi.g or rllpd ceiling,rerprcnvell'.1,h,k PIC Dead 10 psf Rev No: prii, in sccmdsnn wle"Nsdunal Design Sp ificmlons fur N'mrd('omrcuni.n" rnpnmiblliry'of o,hen ro ncenain tha„b<dniRn lusds u,lUzW nn,nis drawing mn, (AFP.,h",S.dnaslD klii Suad.rd for Maal Plstr Can.id Wood"rrms r rseeed ue...I d.W I.",impmed bs 1,,Inni..nd the live b.M impoW Total 66.2 psf Rev Date: Conuncnion"I.ANNLTPI mead HUD l uga Cd,rd.for Tossed Fislul, bl',hr la.I belle,rode or Aiuork.I cUa.rk r-nh. Lumber SI 1.15 Run Date: 06/06/08 Plate SI 1.15 Version: 22.0.018 FL'AV ISH A('OP\'OF TIIIN DESIGN TO F.RF1 TIO1 ION'TRAUTOR. IT IS TH F.RF.SP(IN:11 IN LITY(IF THE BU ILDI N(:U1:11G.NERTORI:I'1E%T1111 TRUSS'DEN1(:.N O RAN'IVG 6 A I-F.RIFI' Spacing 24.0 in. Drawing: T3034346 THAT DATA INCI.LDING DIM.AND LOADS CONFIRM TO ARCII.PLAN/1PF(l AND FAB TRUNI P1.ACI.,MENT DIA(;%Iw. Robbins Engmeenng,Inc.10nline Plus''©1996-2008 Version 22.0.018E gineenng Review Drawing 6/6/2008 11:33:57 AM Page 1 N°i o U q O i. o �a � • Q` q o � 40 �wo:°u"` .7 s Lij 6 z° o a a °i S y Z Q 00 U M M m s �S�"e'c'o a u°�o e O • >� � q > > axq n ; N i Y m m m m s � w Gas°�a�^�° zaxmN�s s O N S H < O a S v S°S F= Z O + Q 4 �..N....N ,(S c°moNm UCI-" yy w oo N O O O N M 9u b°.r .a • �l V7 U w ei N •w S a j w N ry t�V i U b m .$ <S NNN °rSoi �a y N h b m v ri� Sr iMSS ~ ° a ❑° a ❑° 4 a a F E. m R E° a a m ° E F w ol o N `EE -- Q1 M m 7.~ 1 E H1 E,m a c E`x�g � gay'44 c o :act o1e U ;_ < 10 '<<- u o. ddd ��f �1 .w i°UUU 'f'. UUcf ID M m C w vX - q - �-1 In In N J M N N F < r O o 5. a w - O ~° c a€- C ° ul mNN I�Y i ,j N E kY C 6 Frvrwinry 1u W T, Y ` 6116 .YE53 C p) o H q N E E c y 3 ~ m '.00 0 6c� ae co FF.� ooU N m S i c Eig xomc I H I '. a �E � y2Qo - NuNpHo. w % % m�m QQ Y � .yih s an 01 FN p' ai R O R U IG N Y K > x � I % x Ro II ° o cm 1 N O r a �aa o0o O Ln I ti c V M 0 Q OOT yto O O ..00 O HGU4 mud°ia E. h a h n �'• v � �° r w ha rRmmqu rn Job: JOB17604 Mark: R8 Quantity: 20 Type: TR Span: 250900 P1-H1: 6 Left OH: 1- 0- 0 P Right OH: 0 P Page 2 CQ-HILLTOP Notes Continued From Page 1 ' Roof Snow Load per ASCE 7-02 Gro=d Snoe Load= 60.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.10 Exposure Factor 1.00 Balanced Load Factor 0.71 Unbalanced Load Factor 1.50 Unbalanced Loads Checked Load Factors=1.50 and 0.00 Nax O.P.c fore. 2698 Lbs M.tens. force 2275 Lbs Quality Control Factor 1.00 Robbms Engineenng,Inc.lOnline Pius-0 1996-2008 Version 22.0.018 Engineenng Review Drawing 6/6/2008 11 33:57 AM Page 2 of 2 Job: JOB17604 Mark: R9 Quantity: 14 Type: TR Span: 260000 Pl-HI: 6 Left OH: 0 P Right OH: 1- 0- 0 P Page 1 CQ-HILLTOP JOINT LOCATION ALL PLATES CENTERED CSI SIZE LUMBER Brace trues as follow,: MAXIMUM REACTIONS: Coon Truss JT X-LOC JT X-Loc ON JOINTS EXCEPT: TOP 0.74 2.4 SP-SS O.C. Frog To JT REACT ACT MID REQ NID Auto BOCA/Store Loading ' A -13- 0-0 I 11- 7- 1 Jr PLATE SIZE I y BTM 0.83 2.4 210OF1.8 TC Cont. 0- 0-0 26-0- 0 LBS IN-SX IN-SX Total Design Loads H -11- 7- 1 C 13-0-0 A 4.00x12.00 2.00 0.21 s4HS 0.37 2.4 SPFS-02 BC Cont. 0- 0- 0 26- 0- 0 A 1950 5- 8 3-14 plf-Live Dead From To F -6- 6-0 D 4-0-15 C 4.00.12.00 -2.00 0.21 LG1 0.28 2.6 SPFS-42 hr=-122 TC V 92 20 0.0 13.0 B 0 SS 1- 0- 0 D 3.00.4.00 -0.50 CNTR 142 0.28 2.6 SPFS-12 C 2112 5- 8 4- 3 TC V 92 20 13.0 26.0 G 6- 6-0 E -4- 0-15 E 3.00.4.00 0.50 CNTR hr=122 SC V 0 20 0.0 11.2 TC Fb=1.15 F<=1.10 Ft=1.10 SC V 40 20 11.2 14.8 SC Fb=1.10 F<=1.10 Ft=1.10 UPLIFT FOUND AT BEARINGS BC V 0 20 14.8 26.0 BRG UPLIFT BRIG UPLIFT + 6 Wind Load Case(.) LES Les +2 Unbal. Load L'Aee(s) A 245 C 265 + 1 MC Load Case +1 Dead Load C.,e TL Defl -0.65" in E-D L/462 NOTES: LL Defl -0.50" in E-D L/604 Tru,see Manufactured by: Shear //Grain in A-H 0.81 SARATOCA LUMBER TRADERS 1lnely,i,Conforms To: ANSI/TPI 95 6 02 ON Loading Soffit pef 2.0 Design checked for LL on SC per BOCA (section 1606.2.3), 4x6--- IBC/IRC-2003 and FBC 2004 HO 1-0-0 B HO 1-0-0 Design chaeked7 for 100p fpnon- _.-- LL on SC. jy WindnLoads -ANSI/aSCE 7-02 Tru„ is designed a a Main Mind-Force Resistance Systam. wind Speed: 90 mph 6 - - Nean Roof Haight: 25-0 Exposure Category: C Occupancy Factor : 1.Do 2X4 2X4 Building Type: Enclosed F _ G, Zona location: Eaterior Tl TC Dead Load : 6.0 pef 1 T2 BC Dead Load 6.0 p.f 7-6-0 u 1 Notes Continued On Page 2 3x6 3x6 2 H Z 4x12 2 4x12 Ltfil ., C LGl 0` N�rV yO B1L. E _. 81D ... B1R 3x4 20G-MT2H-3x10 3x4 1� 6yn✓'A� � r � W:508 W:5089 E � o t•` � TC 13-0-0 26-0-0 n y W BC... .. _. _ _.------------._... -. -----_.- ---------- 26-0-0- ---._..-----_.__----._. -. ------ --.-- -..------- -- Cr - 26-0-0 - - EXCEPT AS SHOWN ALL PLATES ARE MT2020 REVIEWED By: June 6,2008 Robbins Engineering, Inc. RE lYR TO..INS ENG. GENERAL 6904 Parke Eaat Blvd. NOTES AND SYMBOLS SHEET FOR Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus' Scale: 0.279" =1' ('one«tor pktea shall br applxd on MIh kcn of truss al e+rM1 loins C<nler the Robbins Fn¢.Co.bin no mWnsibll for 1M a ...of trusser field bndllK - plaka.unk..iodinled otherwise.Sn bm.rbn.nwr wax in pineconOct+red permanenllrtu braclnKRderto tlCSl la3.s published nT lee Truss Plate Auto BOCA/Snow Loading Designer: Lucas Ahl SPII<e vnll where.Mwn.lTertll aPvns aasumr 4"hearinK..Iemb rod,nnlesa Imtimte,llR Snnh Lee Street Suite tli.:Sl...nd,I.1.1.2ZM4.P-,rrecdn¢ indk,kapmerwi«.('man dr.n.iramn an.uM rr^rmra^n Irn..ea.r pr.f-i...I ehIc,rnn-ln TC Live 46.2 psf Checker: K.w pe ryuiPmmt wbkA vuaowed d s«b K Proper ermnon br.ri.¢ prMeres snuR�ttlnRl^lensed Plate+.l:nlesavtherwix lmte4 moisture rowuvt of spree toPPIInKaIW"dom lwinR" Car<sMnM b<khes to Prevent dama¢e TC Dead 10 psf RBVSeMlL: lumber snsll mH exceed l9•..t am,offMrk+tlnnaM thisa IInu.-ppikable durin¢fandr+Hen.uora¢e,.hlPOinK.M erecHoe.'1'.p.ndhon MMa h,IIM BC Live 0 psf Designed: for us<witM1 nrt retardavt lumbrr and some preservvtive trtatmenls.This dni¢n w.s +dryu.t h 1,-.1.IM abee of A-hln8 or rigid uffi s¢,resp,mivrll.11 a tM BC Dead 10 psf Rev No: pr<wrea m.rmre.nrr wltn^wHnwa 0n1an 6p,omRamn.mr woos cnmvnrtmn" nr nthen to m«mle ton the deign In.e,enured nn rnh artwln¢me<1 (I FP 1)."I.fi-I Desi..Sund.M rnr Slekl Pln<Cnnne NOW Tru.. Herne tM acted dead lords imposed by to<.trucm re and lee IN,bads lmpnaM Total 66.2 psf Rev Date: Con.trueaon"(.A.NSIITPI 1),a ad H U D Dt.i%,Caten.I.,1'm"R.hery b>tM local building nMe or hl+tnrkal dimatk remrdl. Lumber SI 1.15 Run Date: 06/06/08 Plate SI 1.15 Version: 22.0.018 FLR'ISII o A(:IIPY OF TIUS DESI: T FRF.(:'I'IO.S I(I.STIL%CTOR. IT IS TIIF.RF.SP(I\SI III Lin OF T[If RCR.DI.SO DESIGSM:R TO RE%IM:N'Tl11S TRLIS DFSII:\'DRAN'INGA&SM:RIFY Spacing 24.0 in. Drawing: T3034348 III A r UATA..'CLUD1.1l:UI M..1 LOAD!1—FORM To A RE 11.PI.AV\PF(:M1 11 h'AB.1.11S P-1F-IT UTAC-I.. Robbins Engineering,Inc/Online PIUS'"(O 1996-2006 Version 22.0.018 Englneenng R-ew Dramag 6/62008 11,33,57 AM Page 1 of 2 Job: JOB17604 Mark: R9 Quantity: 14 Type: TR Span: 260000 Pl-Hl: 6 Left OH: 0 P Right OH: 1- 0- 0 P Page 2 ` CQ-HILLTOP Notes Continued From page 1 ' Roof Snoe Load per ASCE 7-02 Ground Snos Load= 60.0 psi Bain Load = 0.0 psi Importance Factor 1.00 Thermal Factor 1.10 Eapoau a Factor 1.00 Balanced Load Factor 0.77 Unbalanced Load Factor 1.50 Unbalanced Loads Checked Load Factors=1.50 and 0.00 Naa comp. force 2589 Lbe Naa tam. force 2291 Me Quality Control Factor 1.00 Robbins Engineering.inc./Online Plus'.®1996-2008 Version 22.0.018 Engineering Review Drawing 6/6/2008 11:33:57 AM Page 2 of 2 _ Job: JOB17604 Mark: R4 Quantity: 2 Type: TR Span: 140308 PI-Hl: 6 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 CQ-HILLTOP JOINT LOCATION ALL PLATES CENTERED CSI SIZE LUMBER .race truce as follows: MAXINUM REACTIONS: Coon Trus. NOTES: JT X-LOC JT X-LOC ON JOINTS EXCEPT: TOP 0.80 2x 4 2100F1.8 O.C. Frain To JT REACT ACT WID REQ WID +6 Wind Load Case(,) Trusses Manufactured by: ' A -7- 1-12 F 6-2-3 JT PLATE SIZE x Y BTN 0.81 2.4 SPFS-42 TC Cont. 0- 0-0 14- 3- 8 Las IN-Sx IN-Sx +2 Unhal. Load Case(a) SARATOGA LIBBER TRADERS E -6-2- 3 C 7- 1-12 A 3.00.10.00 1.50 0.32 WBS 0.06 2.4 SPFS-k2 BC Cont. 0- 0- 0 14-3- 8 A 1196 3-8 2- 6 +1 UBC Load Case Analysis Conforms To: H 0 D 0 C 3.00.10.00 -1.50 0.32 LG1 0.13 2.6 SPFS-F2 hr=-65 +1 Dead Load Case ANSI/TPI 95 L 02 LG2 0.13 2.6 SPFS-M2 C 1196 3- 8 2- 6 ON Loading hK=65 Soffit psf 2.0 TC Fb=1.15 F-1.10 F-1.10 Design checked for LL on BC SC Fb=1.30 F-1.10 Ft-1.30 UPLIFT FOUND AT BEARINGS per BOCA (section 1606.2.3), BAG UPLIFT BAG UPLIFT IBC/IRC-2003 and Fac 2004 LBS Las (section 1607,1), 20.0 p,f. A 155 C 155 Design checked for 30 psf non- concurrent LL on SC. TL Defl -0.22" in D -C L/732 Wind Loads -ANSI /ASCE 7-02 LL Defl -0.18" in D -C L/916 Truaa is designed as a Hain Shear//Grain in E-B 0.80 Wind-Fore.Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposu Cabgory: C Occupancy Factor : 1.00 4x4 Building Type: Enclosed - on!Inc.tion: Exterior TC Dead Load 6.0 psf HO 1-�-� HO 1-0-0 SC Dead Load : 6.0 psf Roof Snow Load per,ASCE 7-02 Ground Snow Load= 60.0 psf Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.10 Exposu a Factor 1.00 6 Balanced Inad Factor 0.77 Ufsb&lanced Load Factor 2.50 Unbalanced Loads Checked Load Factor.=1.50 and 0.00 TC TC Max cogs, force 1279 Lb. Max tens. force 846 Lbs 4-6-14 1 Quality Control Factor 1.00 3x4 3x4 E F 3x10 3x10 LS' ,\ C -1 LG1 f OF NEW r D Hi 2x4 xy CO �0 9 •� W:308 W:308 �. C� It W TC 1-0-0 7-1-12 14-3-8 1-0-0 > .._ _ . ._ _ ----__ ----__._ BIC 14-3 - - - 14-3-8 ALL PLATES ARE MT2020 REVIEWED BY: June 6,2008 Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL 6904 Parke East Blvd. NOTES AND SYMBOLS SHEET FOR Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus' Scale: 0.458" = 1' C,.nector places ah.il be applied o.Msm faces^f truss at such joint.Cmmr the NoM1M1ins h:n4,Co.M1ean nu rnWn.ilrilin fur the erectlun oftrvaaec field braclnK fir Diatn,unkaa Indicated otherwise.No Mnae 4n.n or w.ne in plate contact area. prrmvnmt Iron hi,ldie.Refenn BCSI 1413 a.puhlixhed b,the Truw Plate Auto Snow Loading Designer: Lucas Ahl S,fi,onl)"here shown.I.-Al......asame 4"bevintn.1 arch r"onlm Inun-,21N North Ln St-Suite 312„l-adria N'A 22314.Permns<recdnK TC Live 46.2 psf Checker: Indicatd oth-ism.('utHnI Obricvti^n shell M1e performed-a Ipia-0 losses are-11-d to seek profesalunal adrke cunceminK proper a«dun h-mg prodem se.K-finin¢luinb..d Plums.Cnlesx olAerwie noted.moisture contest of m pre mppBnK aM"dom IminK".Care IMIM be mkm m pm mt d-iis, TC Dead 10 psf Reviewer: 1amber shallwuanM l9Z al nine of(nM1ricmMn and tM.dnlKn i.not.Pplkahle d-me mhrkado..... e.mippieg mM seasons.Tup and lion..chordrsha111se BC Live 0 psf Designed: for 11, Ith fire---lumber and.-pmenairurewmrnn.I his deairn wn ad,ol-yh-W1,the ahem.,uf,Iw,thI,K fir Hrid«ilinK,ropecdrely.It l:the BC Dead 10 psf Rev No: prep,md 1,accordance with"S,d...I D tg,Sp ifsrafl-for Mond C...n-lon" mpu^amiuty of omen m.,-nnis teal Ill,d,iga k.d.alillIld o1 this drawi,- i AFPAI."Nadonl D iK,Suldard for\lent Plain('.fin-%s 1 True. o<Meed the-I dead Inada impomd his,the stmctere and the live Mada impoved Total 66.2 ps£ Rev Date: C...mecdon"(ANSIaN l L and HUD DesiKn CAUr.for Trv.W Ranery M1ym<Incal buDdlnR code or hie.rkal clim.tk resole. Lumber SI 1.15 Run Data: 06/06/08 Plate SI 1.15 Version: 22.0.018 FEkN1S11 A COP\'OF TI11S DESIGN TO ERE('TION('ONTRACTOR. ITISTHERESPONSIBII-01'THE St ILDIN(:DESICNER TO REVIEW TIIIN TRUSS DM:SIGN DRAWINGA&VERY(' Spacing 24.0 in. Drawing: T3034349 TIiATDATAINCI,UDINf:IMA\'DLOADS(:ONFf)RMTOARCII.PLANISPF.('S,Nn F,ta.TRUSSPLACENF.NTDIAORANL Robbins Engineen g.Inc./Online Plus'"m 1996-2008 Vetslon 22.0,018 Engmeenng Review Drawing 6/6/2008 11:33:58 AM Page 1 Job: JOB17604 Mark: R5 Quantity: 1 Type: TR Span: 140308 Pl-Hl: 6 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 n CQ-HILLTOP JOINT UX9TION ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: HAMMON REACTIONS: Common Truss NOTES: JT X-IOC JT X-LOC ON JOINTS TOP 0.14 2.4 2100FI.B O.C. From To JT REACT ACT WID REQ NID a 6 Wind Load Case(s) Trusses Manufactured by: Q -7- 1-12 C 7- 1-12 HIM 0.13 2.4 SPFS-12 TC Cont. 0-0- 0 14- 3- 8 Las IN-SX IN-SX a 2 Ur)bal. Load Case(a) SARATOGA LUMBER TRADERS D -6- 0-0 P 6- 0-0 MS 0.11 2.4 SPFS-12 BC Cont. 0- 0- 0 14- 3- 8 ' 2359 N/A N/A 4 1 UBC Load Case Analysis Conforms To: + 0 N 4- 0-0 -CONTINUOUS BETWEEN A-C a 1 Dead Load Case ANSI/TPI 95 A 02 H -2- 0- 0 L 2- 0- 0 TC Fb=1.15 Fc=1.10 Ft=1.10 hr=122 ON Loading H 0 J 0 BC Fb=1.30 Fc=1.10 Ft=1.10 Soffit psf 2.0 E 2- 0- 0 I -2-0-0 UPLIFT FOUND AT BEARINGS Design checked for LL on BC 0 G -4-0- 0 SRO UPLIFT HRG UPLIFT par BOeetion 1606.2.3), 0 E -6-0- 0 US LBS IBC/ G (sIRC-2003 and FBC 2004 A 7- 1-12 A -7- 1-12 A-C 347 (section 1607.1). 20A psf. Design checked for 30 pef non- TL Defl 0.00" in E-G L/999 concurrent LL on SC. LL Defl 0.00" in E-G L/999 Refar to Gen Der 3 series for Shear//Grain in D-F 0.37 web bracing and plating. Wind Loads-ANSI /ASCE 7-02 Tress is designed as a win wind-Force Resistance system. Wind Speed: 90 mph Mean Roof Height! 25-0 4x4 Esposura Category: C B HO 1-0-0 HO 1-0-0 Bnlldin Type: Oc 9 e:�Type: Enclosed - --_- Lone location: Sat arior -f TC Dead Load 6.0 psf BC Dead Load 6.0 pef Roof Snow Load par ASCE 7-02 H K - Ground So-Load= 60.0 pef Agin Load = 0.0 pef 6 Importance Factor lA0 `�•77 T'hermel Faetor 1.10 Espo.0 a Factor 1.00 F M Balanced wad Faetor 0.77 Unbalanced Load Factor 1.50 TC TC Unbalanced Loads Checked 4-6-14 ICI Factera=1.50 and 0.00 *2x4 tlax wad un�i. force 135 wa D 0 Quality Control Factor 1.00 2x4 2x4 IQ R _ C '1, 2x4 E G I J 81 L H P 2x4 QF �E V # ~•r it � TC 1-0-0 7-1-12 - 14-3-8 -- - 1-0-0 _ ,..1 W i4=3=S C7 BC w - __ 14-3-8 - - -- ALL PLATES ARE MT2020 See Joint D For Typical Gable Plate Size and Placement REVIEWED BY: June 6,2008 Robbins Engineering, Inc. REFER TO ROSSINI ENG. GENERAL 6904 Parke EvaC Blvd. NOTES AND SYMBOLS SHEET FOR scale: 0.45e•• = 1 Tampa, FL 33610 AOOITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus- _ <onnecmr pl b 11 M1e PPlkd boeA fatts of buss.r ncb j C r the -- Robbins Enµ.(.o bran no renpnnsibilin Inr me erection of Hu„m,veld hr.nn¢or plan,uMl IWkmed mha+a(ae.S 1m km,rxorw In pla perm.n 11,—b d.l Hofer w H(SI H11 a.pubinM1W ba the Trun Pble Auto Snow Loading Designer: Lucas Ahl Splice onh whrre abnwn.them apse msnm<4'•Hm e.en end.ualeas Inadmx.218 Sonb Lee SH 4 Sul,,31L Ai... da.YA 22314.PrrwnarrecH1g TC Live 46.2 psf Checker: IWicmW omerxix.C'"O ad pl-,c I WH,hall br pod ud,on eyulpmeerxAkh .axe are nudnned ro,nk profe+,i^nal Wain cone<ni.gpropererecdo.br.ciile produecs anus-ndinK loinr+and plaxx t'nle++nrheraaix rinsed.mui+nre conlenl of wprevenl lnppllnK and"JnminoinK��('are,bouM he taken to prevent damage TC Dead 10 psf A9Vlew4lr: lumbenn.11 rim eaceW l9X al dme of bhrkm.. ed thk dalgn bnoupplkshle duringfabdnalun,m^nKe.+nippine.nd rrmtlon.Top.W bonnm chords shall be BC Live 0 psf Designed: fw ux wuA ire reardam lumber a.d war pmenafive rtrmmenrs.Tak X.x adqu. 1,a,d I.the a aeries.hpealni.e or Hod Mfise,O,Hah,lr.Ia h 1ne BC Dead 10 psf Rev No: prep.rW Is xmrdmce a+irn"Satinnd Unign Specineaeion,fw NwM Cumtr.abn" mpnnsibillly of omen 10 ncelvis,bl she deafen bad,unllrW nn fah dnei.s meet Total 66.2 psf Rev Date: .ceW m..cmd de.d l.W,Im dbF lhr alr.1111 a dme nee love, I.iFFAl."\.Ronal Dnµ1n SOW.rd for-0,PI_('onneclW Kaud"Trun ore pox po Comlrsctlon"IANSVIPI 0.a.d HL D De,ign('rlleda I.,Tuaxd HO-, M'ane lae.l b.11dim,code or nkwrk.l cllmalk re Hh. Lumber SI 1.15 Run Date: 06/06/08 Plate SI 1.15 Version: 22.0.018 FU RN[SO A('OPl OF TO[IS DFSI(:S'LO EXT-f1OS 1111TRACTOR. IT IS THE RESPONSIBILITY OF'FIJI.BUILDING DF.SI:FR TO RFVIEw'TIM,TRUSS DF.11-.--Uf:aAY VOTA Spacing 24.0 in. Drawing: T3034350 THAT DATA M LL DING DIM.A\U LfIAD\(:f)\i(1Nw T(1 AR('ll.PLI�/1PF.('\A.�'D FAH.TRL'11 PI.ACf:YII:\T DIAGR,\N. Robbins Eng neenng.Inc./Online Plus'"M 1996-2008 Version 22.0.01E Engineering Revmw Drawing 6/6/2008 11:33:58 AM Page 1 Job: JOB17604 Mark: R6 Quantity: 1*2P Type: TR Span: 140308 Pl-Hl: 6 Left OH: 1- 0- 0 P Right OH: 0 P Page 1 r CQ-HILLTOP , JOINT LOCATION - ALL PLATES CENTERED CSI SIZE LU149ER Brae. truss as follows: NAAINUN REACTIONS: C-.Girder NOTES: n X-Loc ,1T x-WC ON JOINTS EXCEPT: TOP 0.50 2.4 SPFS-42 O.C. From To JT REACT ACT BID REQ BID Total Design Loads (plf) Trusses Manufactured by: e A -1- 1-12 C 7- 1-12 JT PLATE SIZE x y BTH 0.61 2.6 SP-SS TC Cont. 0- 0-0 14- 3- 8 INS IN-Sx IN-fix - TC V 92 20 0.0 7.1 SARATOGA LUMBER TRADERS a G -3- 7-12 D 3-7-12 A 6.00.10.00 3.00 0.21 BBS 0.82 2.4 SPFS-12 BC Cont. 0- 0- 0 14- 3- 8 A 6812 3- 8 4-0 TC V 92 20 7.1 14.3 Analysis Conforms To: B 0 E 0 C 6.00x10.00 -3.00 0.21 LG1 0.47 2.4 Si h.--65 BC V 549 258 0.0 14.3 ANSI/TPI 95 A 02 X 3- 7-12 F -3-7-12 D 3.00x 6.00 CHTA-0.92 W2 0.47 2x 4 SPFS-42 C 6649 3- 8 3-15 +6 Wind Load Caae(a) Girder c_. E 7.00.8.00 CNTR-0.53 FBI 2.4 SPFS-42 hr.65 +2 Unbal. Load C...Is) Loading BC F 3.00.6.00 CNTR-0.92 PB2 2.4 SPFS-B2 +1 UBC Load Ca.. Span 25- 9- 0 FO 2-Ply Truss UPLIFT MUM AT BEARINGS + 1 Dead Load Caae 2 COMPLETE TRUSSES REQUIRED. BRG UPLIFT BRIG UPLIFT Fasten together in ataggered Los LES Pattern. (1/2"bolts-OR- A 954 C 933 SDS3 Screws -OR-10d nails Be each lays i applied.) a TL Defl -0.15" in F-E L/999 ___ -Spaeinq (In)---- LL Dell -0.10" in F-E L/999 Now. Nails Ser.w. Bolts Shear//Grain in A-F 0.74 TC 1 12 24 0 BC 2 8.5 16 0 WB 1 B 8 O8 Los&q Soffit psf 2.0 5x5 Design checked for LL on BC B par BOG (section 3606.2.3), HO 1-0-0 HO 1-0-0 I1IRC-2003 and FBC 2004 _ (section 1607.1), 20.0 psf. -I Design cbacked for 10 psf non- <nnurzent LI.on BC. Us' properly rated hangers for load. framing into girder truss. Wind LOAda -ANSI /ASCE 7-02 6 4x14 Truce is designed as a win 4x14 Nind-Force Resistance Systm. G H Bins Speed: 90 mpn T2 wan Roof Haight: 25-0 '�. Exposure Category. C Tl ; 1 OccuP.ncy F.etpr l.00 4-6-14 / Building Type: Enclosed 2 \ Notes Continued On Page 2 6x10 LG1 3 3 6x10 A 2 LG1 C - - PBi Psl: NE F E-Bl D opS A. Xy 3x6 7x8 3x6 Gj �0 9 f A r W:308 W:308 �,of W (LJ TC 1-0-0 7-1-12 14-3-8 - - _ - - _ BC 14-3_8 - - --14-3-8 - - - - - - ALL PLATES ARE MT2020 - -- _ REVIEWED BY: June 6,2008 Robbins Engineering, "I REFEA TO ROBBINS ENG, GENERAL 6904 Parke East Blvd. NOTES AND SYMBOLS SHEET FOR Temp., FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluso' Seale: 0.473" 1'= - - - ('unmxmr plvtn,hrll be vpplkd nn hulh fvice+of trr,+rt each hint.('inter 1Ar XuM1hlns h:a.('u.bmn nu rnpoe+ibilin for the<rerlloe of trvne.field hndn¢or plrin.rnkn indknW,rnelw l,e..,wne kwn or w.lw Mplrtemnlrrt.rm. perm.nmurn+.hnscie¢.Rrfm to ersn+u.,pnhim-by theT-,Plate Standard Loading(Snow) Designer: Lucas Ahl 'pnOe hwhrm s.1-1.1l+pvm ax,um 1"h...in..,esrh and.0- I,NIna.21.1-11 Lm Strnl.Sulte 312.Akvodmi 1121311.Permm erectin¢ TC Live 46.2 psf Checker: indk.IW alherwl+r.emm�¢.W r,nrk.n,n,h,u n<per6wmW,n eg,ipmem wnkn rv,><+.rr rr,m,wa m,nk pmrn,ian.l Wri«rmxemm¢proper ernnon brrcin¢ prWecn xnrR-fittin¢loinn roA Plvtn.tnln,nlher..lw nnled.moisture canlent of tnprevenl mppll.RrW"tlamlmdnR' (vr<xhouitl he mhrn to pre.rnt dsmv¢e TC Dead 10 psf ReVlemer: lumber,hrll _1 jq./. r 1t9•/.in time of f.brkrtion rnd Mis dnl¢n i,sal rpplk.ble diOin¢f.mrad-ft...R<.shippi.s.w ecnl r,pveIlwn- winl Alba BC Live 0 psf Designed: tin u+e with Rm mrMrel lumber rnd+,me prnervrllve lrenmmts.Thu 4n1¢n wn rdr,....1,1 In the sMence,f shmthag or nOd ceilin¢,re+penirel)'.It 1,11e RC Dead 10 psf Rev NO: preprrrd In rrmrdrnm with"\rd...I Un(¢n Sp ifloelom for wind('umlrurtion" rnpun+Ibfii y,,(,then Io ma m thin the dni¢n W.&still,"oe thi,drvwln¢mint OSFPAI,"NIfi-1 Dnl¢s Sni"W for Mewl Plm(bs A wood Trua a eareed the..4 deal IOW,leii M the 11-nin,rnd the Inn kW,imp,wd Total 66.2 psf Rev Date ('op,tr,rnun"(ANSI/FPI I).sad HILD De,IRe Cnnnl,far Tni,"RsOerr Mahe lixsl buddlaRmde or humncsl dimstk-n,fi. LD10ber SI 1.15 Run Date: 06/06/08 Plata SI 1.15 Veralon: 22.0.018 FF RNISH A(OFF OF rIUS DESIGN TO ERE(TIOS('O'TRA(T()N. IT IS THE RESPONSIBILITh'OF'THE BEII.DIS('.UESI<;S'l:N TO Rr,,F.w"r111S TR1:SS DI:SIGA DNAw'IS'G AA ITR1hl Spacing 24.0 in. Drawing: T3034351 TIIAT DATA 1..N(l.t:DI%G DIM.AND LOADS('ONFORN'1'0 ARCIL PLANISPE('S AND FAB.TRUSS PLACEMENT DIAGRAM. Robbins Engineenng,Inc./Online Plus`-®1996-2008 Version 22.0.018 Engineering Review Drawing 6/62008 11+33:58 AM Page I of 2 Job: JOB17604 Mark: R6 Quantity: 1e2P Type: TR Span: 140308 Pl-HI: 6 Left OH: 1- 0- 0 P Right OH: 0 P Page 2 CQ-HILLTOP Notes Continued From Paq. 1 Zone location: Exterior o TC Dead Load 6.0 paf BC Dead Load 6.0 paf Roof Snor Load par"S 7-02 Ground Snor Load 60.0 paf Rain Load = 0.0 paf Importance Factor 1.00 Th.-1 Factor 1.10 Expo..rs Factor 1.00 Balanced Load Factor 0.77 DMalancad Load Factor 1.50 Unbala...d Load.Checked Load Factors=1.50 and 0.00 Max O.P.c fore. 6410 Lb. Ma.Gam. £ore. 7265 Lba Quality Control Factor 1.00 Robbins Engineenng,Inc lOnline Plus"�l 1996-2005 Version 22.0.018 Engineering Review Dravnng 6162005 11:33:55 AM Page 2 of 2 ROBBINS ENG. GENERAL NOTES & SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING ( 3X2, 4X2, 6X2 ) Designates the location for Center plates on joints continuous lateral bracing(CLB)for unless otherwise noted support of individual truss members in plate list or on drawing. only.CLBs must be properly Dimensions are given in anchored or restrained to prevent inches(i.e. I I/2"or 1.5"1 simultaneous buckling of adjacent or IN-16ths(i.e. 108) (W) =Wide Face Plate truss members (N) =Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING 3x5 I I The first dimension is All dimensions are shown in When truss is designed to the width measured FT-IN-SX(i.e.U-8.5"or bear on multiple supports, to slots. interior bearing locations perpendicular 6-08-08).Dimensions less should be marked on the The second dimension is than one foot are shown truss.Interior marked support or the length measured in IN-SX only(i.e.708). temporary shoring sup must be parallel to slots.Plate P rY g orientation,shown next in place before trusses are to plate size,indicates 6-08-08 W Actual Bearing installed.If necessary,shim direction of slots in Width(IN-SX) bearings to assure solid connector plates. 708 R=Reaction(lbs.) contact with truss. U=Uplift(lbs.) Metal connector plates shall be applied on both faces Robbins Eng. Co. bears no responsibility for the of truss at each joint. Center the plates, unless erection of trusses, field bracing or permanent indicated otherwise. No loose knots or wane in plate truss bracing. Refer to"Building Component Safety contact area. Splice only where shown. Overall spans Information" (BCSI 1) as published by Truss Plate assume 4"bearing at each end, unless indicated Institute, 218 North Lee Street, Suite 312,Alexandria, otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection plates. Unless otherwise noted, moisture content of bracing to prevent toppling and "dominoing". Care lumber shall not exceed 19%at time of fabrication and should be taken to prevent damage during fabrication, the attached truss designs are not applicable for use storage, shipping and erection.Top and bottom chords with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing treatments. Nails specified on Truss Design Drawings or rigid ceiling, respectively. It is the responsibility of refer to common wire nails, except as noted.The others to ascertain that design loads utilized on these attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed with " National Design Specifications for Wood by the structure and the live loads imposed by the local Construction" (AF&PA), " National Design Standard building code or historical climatic records. When truss for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing, (ANSI/TPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and Rafters. specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. 6904 Parke East Blvd. ■ Tampa, Fl 33610-4115 nTel: 813-972-1135 Fax: 813-971-6117 file. www.robbinseng.com w s � � REScheck Software Version 4.0.1 Compliance Certifica JE I Project Title: Hilltop / Albrecht J 4 I Report Date:05/12/08 Data filename: Untitled.rck TOWN OF OUEENSBLJR-? �m BUILDNIO F CODES Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 10% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 29 Arbutus dr. Queensbury,NY 12804 Cont.Cornpfianc;e:Passes _____MaxjmumUA:368 Your Home A�281 -->23.6% Better Than Code_LUA).... Gross Cavity Area or R-ValUe R-Value or D.. Perimeter U-Factor Ceiling 1:Raised or Energy Truss: 1638 38.0 0.0 41 Wall 1:Wood Frame,16"o.c.: 1658 21.0 0.0 80 Window 1:Wood Frame:Double Pane with Low-E: 145 0.310 45 Door 1:Solid: 77 0.280 22 Door 2:Glass: 27 0.350 9 Basement Wall 1:Solid Concrete or Masonry: 1184 0.0 11.0 84 Wall height:8.0' Depth below grade:7.0' Insulation depth:5.0' Furnace 1:Forced Hot Air:89 AFUE Air Conditioner 1:Electric Central Air:13 SEER 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 York 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. Name-Title Signature Date Hilltop/Albrecht Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 05/12/08 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Wails: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/7.0'bg/5.0'insul,R-11.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.350 Comments: — Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:89 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Hilltop/Albrecht Page 2 of 4 Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-11. Return ducts in unconditioned attics or outside the building are insulated to R-6. Supply ducts in unconditioned spaces are insulated to R-11. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: 0 Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have 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 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. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Cj All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Hilltop/Albrecht Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Hilltop/Albrecht Page 4 of 4