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2004-950
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: P20040950 Date Issued: Thursday,-September 07, 2006 This is to certify that work requested to be done as shown by Permit Number P20040950 has been completed. Tax Map Number: 523400-300-000-0001-019-001-0000 Location: MOUNTAIN HOLLOW Way Legal. Add az; 10 Mountatin NoZtow Clay Owner: WESTERN RESERVE, LLC Bui.2d�.ng No. 2 Applicant: WESTERN RESERVE, LLC This structure may be occupied as a: Apartments By Order of Town Board Garage Attached TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 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&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: ' P20040950 Application Number. A20640950 Tax Map No: 523400-3007000-0001-019-000-0000 Permission is hereby granted to: WESTERN RESERVE_ I,I,C For property located at: WEST MT. 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: WESTERN RESERVE, LLC Apartments $200;000.00 395 BIG BAY Rd Garage Attached QUEENSBURY,NY 12804-0000 Total Value - $200,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2004-950 BUILDING#2 MOUNTAIN HOLLOW WAY 4200 SQ FT 4 UNIT APARTMENT WITH 2-1 CAR ATTACHED GARAGE-EACH 288 SQ FT $645.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,January 07,2006 (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 To Queens ry; Friday,January 07,2005 SIGNED BY for the Town of Queensbury. Director of Building Cod 4Eforcement Building No. 2 Building Per Ap Town of Queensbury--Dept of Community Development,742 four p I e X (518)761.8256 A permit must be obtained before beginning construction. Permit File No. S No inspection will be made until applicant has received a Fee paid $ ty valid building permit. All applicants' spaces on this Rec.Fee Paid $ �.1\ �pplioatiou must be completed and must appear on.the Reviewed By: Oplioation form. REcal Address: Address: ----� �°` DEC 0 9 200 -�-0 �fr7J 'Phone#(,_,_), -� ! Phone O TOWN OF QUEENSBURY. BUILDING AND CODE �d-/�rRd-- Property Looatlon: Lot Number: / House Num Subdivision Name: t�t ,^�«,.� Tax Map Number: 02O, UG —1— l c� New Building: residence /commercial 'Estimated Market Value of Construction:S i, 03 0 Addition: residence/ commercial it ah Addition,what will use of now addition be? o Alteration: residence/ commercial. G No change to exterior size: residence/com'1 o Other work(describe ) Cheep Occupancylnformation ill Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet D Sinsile eurdly dwellin o Two kE2k dwellin F Townhouse 1 D b ! 0 z A 6 a Multifamily dwelling #ofunits o Office o Mercaat3le cl V=Ubctutin o 1 car detached garage 0 2 car dtttached e 0 3 car detached ge _ 1 oar attached&=go w e l t O4 a b ge 'X o Storage building- commercial o Storage building- residential , o Other i What is the proposed height of the structarc,<. 'y feet :_.�Inches wild any second-hand or ungraded lumber be used? If so,for what? i Type of Heating System: electric/ oil wood /forced hot air/ baseboard/other: Number of Fireplaces to be installed Number of Wp' odstov_ea.to be installed Listbelow the person(s)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder a: `75 i /y'a Plumber ,�. t �,:��" "z �'� 1 S Mason C-V, L peelarag please signbelow after you have carefully read the statement To the best of my knowledie the statements contained in this 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 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 Vwe shall submit,prior to a Cerdficate of Ocggp=u y or Certificate of Compliance being issued,as requested by the Zoning Administrator r��UDrector o .Boil a�d.Codes,an di1t SurYev by a licensed surveyor;drawn to scale,showing actual location of all �ihr/` on. • owner owner's a ent,architect,contractor Suture. L -Application for Permit=Septic Disposal em Syst Town of Queensbury 742 Bay Road Queensbury,NY`12804 '�518) 7,61-8256 \ 1. OWNER INFORMATION: i ................... \ , Office Use Location of installation: LV�- I 6001 of Cj File Permit No. Tax Map No.3oo( /o o o I 1 I Fee Pad /9 ��� .J J7Tizu�T7 Owner's Name: J o Address: 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedrooin(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) I, Year of House: No s of Bedroom x Computation = Total!Daily Flow 1980 or older x 150 gal/bdrm 1980— 1991 x 130 gal/bdrm 1991 —present x 110 gal/bdrm Garbage Grinder Installed yes / no Spa or Hot Tub Installed yes_ / no 766, 4.' PARCEL INFORMATION: (circle applicable information&indicate measurements) 0 0 -a h ,Soil Nature Ground Water Bedrock or Im I ervious Mat I al Demesne Water Su� 1 Flat sand at what depth at what depth I munici__al o ling tsa'»z 22= -feet �2 2,,p feet ; I well Steep slope clay if well;water supp�y %slope other from any septic-system depth: absorption is- I ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 15. 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: gallon (min. size 1,000 gal) ILL) Tile Field: each trench ft. Total System Length: i ft. l 1 Seepage Pit(s): number of size of each: ft. by I ft. I i V Size of Stone to be used: # / depth or thickness I i feet • i I Bed System Size: x I Alternative System: length and/or size I _ 6. HOLDING TANK SYSTEM: (if required) j Number of tanks: ! Size of each: gallons 1 TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. I it 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON!(please read) For your protection,please note that pursuant to Section 136 29 oflthe 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 ma6 a material fact or circumstance known by or on behalf of an applicant, shall be!void. f i I have read the regulations with respect to this application and agree to abide by these and all requirements of the JTown o Queensbu Sanitary Sewage Disposal Ordinance. I � Signs ure of responsible person Date �l't)�V11 pt ��ti(;('!f1;41)tit•� ' 5t;�vt:r:t �u:tl 5cw;i�;e I)i�j)c>�:�I .(:1,:►1)it•r Ile 1 f r AI)I)t idi x C• • I' MV�t)RV•I'i()N I!'11+,31-J)" ! 'ISETI/\I N-VION 1tEtll•I1lti MPINT, �pQND r '' rt u'�4•c . .r _ tel f ' / 'rtiOuaE' a �t, '' 11�:avSE. G . E I .� c�►av�.` Sc t't lc, I y � .� i � •, •'• ,mot tr.,. .j l+;?RAP{Kl 1 1 I 7. SIC;NA.TURE H I i I I i i I e I I Queensbury Building & +Code Enforcement - Resi tia al Ins pe on � � Office No. (518)761-8256 Arrive: art: a Date Inspection request received: Inspector's Iniri s: L ,r NAME: H fl , KNIT#: D to—C1, n LOCATION: I(-) BM-3. DATE: —C--)to TYPE OF STRUCTURE: Comments Yey No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs, decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety lzin Interior Smoke De ctors: Every li Every Bedro 'm: Outside every bedroom rea: ✓ J Inter Connected: Battery backarr Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Tra /Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/® [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_l00405.doc / I _/0 r_RIDAII� Queensbury Building & Code Enforcement - Resid al Fi 1 Inspection Office No. (518)761-8256 Arrive: = e "� a Date Inspection request received: T Inspector's Initia-�: NAME: PE' IT#: sn LOCATION: CS ®4 D TE: TYPE OF STRUCT RE: Comments Yes �L N/A _ 6Ecoez Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location `` Fresh Air Intake � 7 3 inch Plumbing Vent through h roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 6z_" <P Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazingO . Interior Smoke D ectors: Every level: Every Bedroo}n: ✓ Outside every bedroom area: ✓ Inter Connected: Battery backup: ✓ Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation oo? Floor truss,draft stopping finished basement 1,000 s .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 ,© �►�" � Furnace/Hot Water Heater operating V� Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/®[Temporary/Permanent V L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised-1 00405.doc Septic Inspection Report Office No. (518) 761-8256 Date;Ins r Queensbury Building&Code Enforcement Arrive: V ?part: - a m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial : NAME: PE IT NO.: PVA P S7A710IJ J LOCATION: a I ECT ON: RECHECK: / Comments and/or diagram Soil Type: SancV Loam/Clay Type of Water: Municipal/Well Water Waterline se ration distance ft. L �r� � �� Y Well separation distance ft. Other wells: ft. [- Lam- V=co 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 fileld Pit Opening Sealed• Partial -�¢� �L�j 111 End Ca Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft, Separation of Pits ft. Conforms as per Plot Y Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Fro;Partial Middle Rear S stem Use to roved Approved and needs to be r -inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Septic Inspection Report Office No.(518)761-8256 Date Inspection re est c ve Queensbury Building&Code Enforcement Arrive: m/p part: = a 11pi 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: PE IT NO.: LOCATION: 0 mt to,) IN PECT ON: RECHECK: _ .� , , -A- 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. Absorption Field: Total length ft. Length of each trench ft. n _ Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x n Stone Size: t-C� Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y 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 Stat : Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 J Septic Inspection Report Office No. (518) 761-8256 Date Inspection reques rec ed• l/ 7 OS Queensbury Building&.Code Enforcement Arrive: a pm part: ^_ am%pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: RMIT NO.: LOCATION: 1--3 Zct a SPECT ON: ! u S RECHECK: Comments and/or d agram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance _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 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank t 1 _6C- Tank to Distribution Box t 1 Distribution Box to Field/Pit Opening Sealed: Y/ arti End Cap* Location/Separations Foundation to tank ft. ` Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y _ Engineer Report and As-Built Y Location of System on Property: ` s� Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: roved artial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved Last revised 116105 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvp Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �� /�/ / LOCATION: INSPECT ON: /D G TYPE, OF STRUCT v C C Comments - - ---- Y N N/A Footing' . I] - -Trrers 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. LASucHcmingway\Building.Codes.Inspection.F0RMS\Fuundation Inspection Report.doe January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: T .0 Queensbury Building&.Code Enforcement Arrive: am/pm�Depart V_am/pm 742 Bay Rd., Queensbury, 12804 Inspector' Initials:( ' NAME: PERMIT NO.: LOCATION: kJ C INSP4CTN: 6 � S' RECHECK: ments and/or di r Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance _ft. Well separation distance ft. Other wells: ft. Abso tion 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/Partial End Caps Location/Separations Foundation to tank °D— LZ,ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan _ Y 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 Status: pproved Partial Approved and needs to be re-inspected, please call the Building& Codes Office Disapproved Last revised 1/6/05 \/O, .� Septic Inspection Report Office No. (518) 761-8256 Date Inspection r Queensbury Building &Code Enforcement Arrive: a p epart: �'-3L m pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial . NAME: 1"L-� PE NO.: � Z ALA— tFC, LOCATION: �06 Z I P CT ON: RECHECK: Comments and/or diagram Soil T nd LganxL Clay Type of Water: Munici al Well Water Waterline separation distance fit. Well separation distance ft. Other wells: ft, Absorption Field: Total length ft, Length of each trench ft. Depth of trenches Z ft. Size of Stone ,See a Pits: Number Size: x Stone Size: PipingSize Type Building to tank L- Tank to Distribution Box f3utPLC►=ate' Distribution Box to Field Pit 9i • , Opening Sealed: Y N artial End Ca p Inlet/Outlet Pipes&Baffles Y N ii Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: ppro ed Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received �19 JC: i f `� 6 Queensbury Building & Code Enforcement Arrive. am/pm epart.� _ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: (�d NAME: PERMIT #: ' :D009 - 9S b LOCATION: al ,;101 INSPECT ON: TYPE OF STRUCTURE: o miw an E�aj Y N N/A Rough Plumbing / Nail Plates Plumbing Vent'/ Vents in Place 1 1/2 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 5,V P.S.1 for 15:minutes sulation % 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 COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: tel-7 °S Queensbury Building & Code Enforcement Arrive: )"Z::7 am/pm Depart: ' .215:: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1�XL`T_ NAME: PERMIT #: LOCATION: Wes,--r- INSPECT ON: —cele -- r TYPE OF STRUCTURE: l a -1Z Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 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 P.S.I for 15 minutes nsulation / 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 COMMENTS: tl�T- , LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 R®ugh Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request e' e . Queensbury Building & Code Enforcement Arrive: am epart: a p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMI #: LOCATION: 'NN INSPECT ON: TYPE OF STRUCTURE: Y N N/A �(y, Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 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 / 5 .S.I for 15 minutes sulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace 4-� Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques cei Queensbury Building & Code Enforcement Arrive: —a . /p part: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials`:— = NAME: )gzs -In �e , ER IT #:0 r O LOCATION: e, % INSPECT ON: TYPE OF STRUCTUR . Y N N/A ou h Plumbing / Nail Plates A Plumbing Vent/ Vents in Place 1 1/2 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./Vd for 15 minutes Mer ion / Residential Check/ Commercial Check Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (51-8) 761-8256 Date InspectionrIT d: Queensbury Building &Code Enforcement Arrive: Depart: a m 742 Bay Rd., Queensbury, NY 12804 Inspector's InitiIs- NAME: NAME: � LLOCATION: -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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: ncli` idth ©om 6 inches above footing 6 mil poly for wet areas under slab _ ackfill Approval Plumbing Under Slab V ast/Copper Foundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. _ L:1SueHemingway\13uilding.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques eceiv d• Queensbury Building & Code Enforcement Arrive: am pm = a Jpp� m:, 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �� NAME: RX PERM #: u�q LOCATION: `� INSPECT ON: -�2 fib: TYPE OF STRUCTURE: Y lei N/A Rou h Plumbing / Nall Plates PlumbingVent/ Vents in Place 1 1/2 inch minimum Drain Size Washinq Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent V--- -(7 s;;_ Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping C, - Air / Head 50 P.S.I for 15 minutes 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 COMMENTS: - LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection eport Office No. (518) 761-8256 Date Inspection eques r eiv d: Queensbury Building& Code Enforcement Arrive: am/p part: 7 " a pm 742 Bay Road, Queensbury, NY' 12804 Inspector's Initi NAME: PERMIT#: (Z9 6- l `J LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS rJack g uds/Headers ing/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 %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 LASueHemin.-way\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Rep® Office No. (518) 761-8256 Date InspectionPIT #: -Queensbury Building & Code Enforcement Arrive: part:�-a m 742 Bay Road, Queensbury, NY 12804' Inspector's NAME: �)'� .-V6— e� '(1 LI LOCATION: 1 U INSPECT ON: - TYPE OF STRUCTURE: Y N N/A ou h Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 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 Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for f urnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report �t . Office No. (518) 761-8256 Date Inspection re e rece e Queensbury Building& Code Enforcement Arrive: nI/p art: am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initi 1 NAME: h k PERMIT#: 0 LOCATION: INSPECT ON: f TYPE OF STRUCTURE: ming Y N N/A COMMENTSCOMMENTSJack Studs Bracin /Headers Bridging ols ers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more tj ��� 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:\Sue Hemingway\Building.Codes.Inspection.FORMS\Frarning Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date inspectior que ceiv t r d: U� Queensbury Building& Code Enforcement Arrive: aan/p- � art: =2 a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia " _ r r NAME: L`�� PERMIT#: LOCATION: o SPECT ON: TYPE OF STRUCTURE: 19� MENTS g ng Y N N/A CO � Jack Studs/Headers i 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 L Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1 000 s ft. floor trusses PP g q Anchor Bolts 6 ft. or less on center J jfi " Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour F->V VOLE 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 LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: —aiTdp\n Depart. amlpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �PERMIT#: LOCATION: INSPECT ON: / TYPE OF STRUCTU j c G 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 s'ield 24 inches from wall C� 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 LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 JAN OG 2005 ,4: 12PM HP LASERJET 3200 P. P.C. 169 Haviland Road,Queensbury,NY 12804 Phone-.518-745-4400 Fax -518-792-8511 January 6, 2005 Job #47320 Mr. Dave Hatin VIA FAX—745-4437 iT�C� .Town of Queensbury ��� 742 Bay Road l At 2 Queensbury,NY 12804 � -OWN S8 Ry FQJ' RE: Western Reserve Apartments A'v COD Basement floor elevations Dear Dave: This is to inform you that the bottom of footings for the new apartment buildings at the Western Reserve development on West Mt. Road are at an elevation of 473 feet.- This is well above the seasonal high groundwater elevation, Although test pits shown on the apartment site plan only went to elevation 473, an adjacent test pit for the housing subdivision went to elevation 465 without encountering groundwater. Please call me if you have any questions. Sic y, Thomas W. Nace, P.E. Fax copy:Mickey Hayes-792-9162 ; - �S� `631 r yse VISION ENGINEERING AND CONSTRUCTION;.LI.C. 10 Kimberly Lane Phone:.(518)792-9264 'Queensbury,NY 12804 Cell: (518) 361-2618 CALCULATION COVER PAGE DATE: December 7, 2004 R R ; CALCULATIONS BY: Daniel W. Ryan DEC 1, 7 2004 TOWN OF QUEC:A)Se;U?Y PROJECT: 3 or 4-Plex BUILDING AND CODE LOCATION: Queensbury, NY COMPANY: Hayes Construction Group DESCRIPTION: Enclosed are the structural calculations for the above referenced project. Design is,based on The Building Code of New York State. Calculations include gravity loads, wind loads, and seismic loads. Live Loads: 40 psf Dwelling Units' 100 psf Stairs Snow Load: 50 psf Sloped roof, Unbalanced snow loading; 150% one side Wind Load: Basic Wind Speed = 90 mph Exposure B Mean Roof Ht= 25 ft. Seismic Load: Use Group Site Class D (by default; no geotechnical-report) Seismic Design Category C NEIV W. P 9 UJ w 07906� v `�OFsss\0,0 /AA q�9p �+� tC-7t) .'�V\ 56, rA€l;.V3 CEO t-S 7. _ ���✓-GIB:/�ir°� ��:�4 Llr.�'�.�' a /��`.,�:�"� AV y S �.: ... ..:-.:���uY. �� i�l c�t.���•�����:.�=� ..sisaw_. (mil ,s".x.:P�� P�I.J ✓ ,��"' ' J cam, �[" � �(��. r 3_ ' sv- f �l i C ii.t% r'. 4♦ .. Cam.g �2 ���,� UT �. " Z .... ttjs u LAM CO CT k. ... .... .... ..... wj PrIa S 5�r-�'�` ) � ��� 1 71 I :se � � en - : - Py j i r 1 ..:_�• � /off 7 A✓.. e,1& �`' Use :SoPb-Vol, A j G G, Aler-b0 . fit/ ... c9 7,®Y l i .. .._:......:...:..::.....:......:.:,...... . ...... ..................��5 : . f z evo 75 . 5 it 113,47 67 f 3-7 -7 G s6s- I o4 4 -Pu=-x I DEG- Zook- �' ll i t eAW 71 : i a :p• - _ - 1 - I j v�1CIlG 2 17 47 _ _ 1 7 3 _77_7 is cito C� CD I - i i •_. 7xY ,� :ll_��. _ ;_�-�_+._�. `� �:: �,.� /Gig:. -�4 . . , o i , a 55 � Artv 5 Lso 57$:t;S•ZS 1-�(t7tll=S` � ) t, i 13. le s - _ _.. _ �ss7ro i - 7 _ Der- o o o F. E ' - w ti G i _ i _ :._ " : • _ :t: l TV i 2 " w [7,_._ew•-_,.,.-.+.-a-.w-.x�K'n.,...a..-.,-r��.ov.�...v+..::_;...�>.....2.v.r•,..y..M-_ s — .ryn„ _ , {y , i 's t S i • [ t : I 1 S 4� _ l8o a LL ekoo oil! In r. 1 .. Zjo6a; r 80� i t — ; :0 tr 0 �. .06 br . : to r 8.c� I r ' � ��,' PEc - i Z C t cr3wM (. _ C ¢.. . �4 Avtl VC L i -.. ,rt4,. T . _ ._ ...... . .. ....;._. 41, .. . ....... S w.._ ._. ' i • i 1 Wood Stud Design Member Size x> " " z No.1/2 SPF --,ram M Fc ��`� � psi c III E= � ksi Ke 'a Cd= Kce �� Cf Fc*= 1265 psi Strong Axis: d= in Max Ht Stud= 22.9 ft W= wR.z, in During Const= 34.4 ft Column Le Fee Cp 0. 2x6 (2) 2x6 (3) 2x6 (4) 2x6 2 22057 0.99 10312 20625 30937 41249 3 9803 0.97 10145 20290 30436 40581 4 5514 0.95 9887 19774 29661 3954.9 5 3529 0.91 9513 19026 28539 38052 6 2451 0.86 8995 17989 26984 35979 7 1801 0.80 8319 16638 . 24956 33275 8 1379 0.72 7513 15025 22538 30050 9 1089 0.64 6650 13300 19950 26601 10 882 0.56 5815 11631 17446 23261 Weak Axis: d=§ in Max Ht Stud= 6.3 " ft e W=; _ r ` w in During Const= 9.4 ft Column Le Fce Cp 2x6 (2) 2x6 (3) 2x6 (4) 2x6 2 1641 0.77 8062 9674 14511 19348 3 729 0.49 5062 6074 9112 12149 4 410 0.30 3118 3742 5613 7483 5 263 0.20 2064 2477 3715 4953 6 182 0.14 1457 1748 2622 3496 7 134 0.10 1080 1296 1944 2592 8 103 0.08 832 998 .1497 1996 9 81 . 0.06 660 791 1187 1583 10 66 0.05 536 643 964 1285 Wood Stud Design Member Size No.1/2 SPF Fc � �. �t�� psi c= ay Fc*= 1455 psi Strong Axis: d .+ in Max Ht Stud= 22.9 ft °1 g w ,at y, in Durin Const= 34.4 ft Column Le Fce Cp 2x6 (2) 2z6 (3) 2x6 (4) 2x6 2 22057 0.99 11837 23674 35511 47348 3 9803 0.97 11612 23225 34837 46449 4 5514 0.94 11261 22522 33782 45043 5 3529 0.90 10745 21490 32234 42979 6 2451 0.84 10028 20056 30084 40113 7 1801 0.76 9111 18222 27333 36445 8 1379 0.67 8066 16133 24199 32266 9. 1089 0.58 7014 14028 21041 28055 10 882 0.50 6049 12099 18148 24197 Weak Axis: d=¢ 5xN, in Max Ht Stud= 6.3 ft w= xx in During Const= 9.4 ft Column Le Fce Cp 2x6 (2) 2x6 (3) 2x6 (4) 2x6 2 1641 0.73 8771 10526 15789 21052 3 729 0.43 5214 6257 9386 12515 4 410 0.26 3158 3790 5685 7580 5 263 . 0.17 2079 2494 3741 4989 6 182 0.12 1463 1756 2634 3512 7 134 0.09 1083 1300 1950 2600 8 103 0.07 834 1000 1500 2000 9 81 0.06 661 793 1189 1586 10 66 0.04 536 644 965 1287 Wood Stud Design Member Size: No.1/2 SPF F1k 'rA E Gksi Ke Oil Cd ;,. . Cf Fc*= 1323 psi StrongAxis: — 7 ' d- a t, m Max Ht Stud= 14.6 ft w= FLITin During Const= 21.9 ft Column Le Fce Cp 2x4 (2) 2x4 (3) 2x4 (4) 2x4 2 8932 0.97 6718 13437 20155 26874 3 3970 0.92 6380 12760 19141 25521 4 2233 0.84 5805 11609 17414 23219 5 1429 0.72 4979 9958 14937 19916 6 992 0.59 4064 8127 12191 16254 7 729 0.47 3254 6508 9762 13016 8 558 0.38 2615 5230 7845 10460 9 441 0.31 2128 4255 6383 8511 10 357 0.25 1757 3514 5270 7027 Weak Axis: d= in Max Ht Stud= 6.3 ft x w=, met" in During Const= 9A ft Column Le Fce Cp 2x4 (2) 2x4 (3) 2x4 (4) 2x4 2 1641 0.76 5275 6331 9496 12661 3 729 0.47 3254 3905 5857 7810 4 410 0.29 1993 2391 3587 4783 5 263 0.19 1317 1580 2370 3160 6 182 0.13 928 1114 1671 2228 7 134 0.10 688 826 1238 1651 8 103 0.08 530 636. 953 1271 9 81 0.06 420 504 756 1008 10 66 0.05 341 409 614 818 Wood Stud Design Member Size: No.1/2 SPF Fc psi c= � p E ksi Ke= Cd= Kce Cf= Fc*= 1521' _ psi Strong Axis: d=w in Max Ht Stud= 14.6 ftwin During Const= 21.9 ft Column Le Fce Cp 2x4 (2)2x4 (3) 2x4 (4) 2x4 2 8932 0.96 7683 15367 23050 30734 3 3970 0.90 7219 14439 21658 28878 4 2233 0.80 6426 12852 19277 25703 5 1429 0.67 5343 10685 16028 21370 6 992 0.53 4246 8492 12738 16984 7 729 0.42 3346 6691 10037 .13382 8 558 0.33 2664 5328 7992,: 10656 9 441 0.27 2156 4312 6469 8625 10 357 0.22 1774 3549 . 5323 7098 Weak Axis: d ` �� in Max Ht Stud= 6.3 ft W ,,s ' in During Const= 9.4 ft Column Le Fce Cp 2x4 (2) 2x4 (3) 2x4 (4) 2x4 2 1641 0.72 5721 6865 10298 13731 3 729 0.42 3346 4015 6022 8029 4 410 0.25 2017 2420 3631 4841 5 263 0.17 1325 1590 2386 3181 6 182 0.12 932 1119 1678 2238 7 134 0.09 690 828 1242 1656 8 103 0.07 531 637 955 1274 9 81 0.05 421 5051 757 1010 10 66 0.04 341 410 615 820 k � - _. _..__...... I.._.: . In o _ �- :� S • o I ` _ rn M fwD d 3�"nsgd� p 2 Q- eLxx - 4,&-Ye 5 cop.,yT- r - STRUCTURAL DESIGN FIGURE 1609.E(3) t. WINDWARD ROOF �� LEEWARD ROOF VERTICAL LL G-. O Z 9 i N Ur cO r 0 W TRANSVERSE ELEVATION Roo aofo WINDWARD ROOF LE EWAR,D ROOF VERTICAL 040 12-6� o w N c U2 U2 L LONGITUDINAL ELEVATION FIGURE 1609.6(3) APPLICATION OF MAIN WINDFORCE-RESISTING SYSTEM(MWFRS) LOADS FOR SIMPLE DIAPHRAGM BUILDINGS _._;_._... .. 309 BUILDING CODE OF NEW YORK STATE ti . N TABLE 1609.6.2.1(1) w 17, MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF m 30 FEET LOCATED IN EXPOSURE Be rn 0 HORIZONTAL LOADSb VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADSd 00 Wind Load End Zone Interior Zone End Zone Interior Zone Overhand Zone L+ Velocity Direction Roof Angle Overhang j Weil poop Well Roofs roof' roof roof roof zone zone Windward Leeward Windward Leeward End Interior 1E 4E 1 4 0 to 5' 11.5 5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -20.6 -16.4 8.7 -6.7 6.4 -5.2 Transverse 20' 15.9 4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -20.6 -16.4 10.8 -9.0 7.8 -6.7 85 . 30'<angles 45' 12.9 8.8 102. 7.0 5.0 -7.8 4.3 -6.7 -5.8 -6.5 9.6 -7.3 8.2- 5.1 Longitudinal All angles 11.5 5.9 r 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -20.6 -16.4 8.7 -6.7 6.4 -5.2 0 to 5 12.8 -6.7 8.6 -4.0 -15.4 -8.8 -10.7 -6.8 -23.1 -18.4 9.8 -7.5 7.2 -5.8 Transverse Of 17.8 4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -23.1 -18.4 12.1 -10.1 8.8 •7.5 90 30'<engle s 45' 14.4 9.9 11.5 7.9 5.6 -8.8 4.8 -7.5 5.5 -7.3 10.7 -8.1 9.1 •6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -23.1 -18.4 9.8 -7.5 7.2 -5.8 0 to 5' 15.9 -8.2 10.5 -4.9 -19.0 -10.8 -13.3 -8.4 -285 -22.7 12.0 -9.3 8.8 -7.2 Transverse 20' 22.0 -5.8 14.6 •3.2 -19.1 -13.3 -13.3 A0.1 -28.5 -22.7 14.9 -12.5 10.8 -9.3 100 30'<angle s45' 17.8 122 14.2 9.8 6.9 -10.8 5.9 -9.3 -8.1 -9.0 13.3 -10.1 11.3 -8.4 Longitudinal All angles 15.9 -8.2 10.5 4.9 -19.1 -10.8 -13.3 -8.4 -28.5 -22.7 12.0 -9.3 8.8 -7.2 0 to 5' 17.5 -9.1 11.6 5.4 -21.0 -11.9 -14.6 -9.2 -29.4 -23.0 13.3 -10.3 9.7 -7.9 Transverse 20' 24.2 -6.4 16.1 -3.5 -21.0 -14.6 -14.6 -11.1 -29.4 -23.0 16.5 -13.8 11.9 -10.3 105 30'<angle s 45' 19.7 -13.4 15.6 10.8 7.6 -11.9 6.6 -10.3 -6.9 -7.9 14.6 -11.1 12.4 -9.2 Longitudinal All angles 17.5 -9.1 11.6 .5.4 -21.0 -11.9 -14.6 -9.2 -29.4 -23.0 13.3 .10.3 9.7 -7.9 --- 0 to 5' 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -34.5 -275 14.6 -11.3 10.7 -8.7 Transverse 20' 26.6 -7.0 17.7 -3.9 -23.1 16.0 -16.0 -12.2 -34.5 -27.5 18.1 -15.1 13.1 -11.3 110 ' 30'<angle s J;W 21.6 14.8 172 11.8 8.3 -13.1 7.2 -11.3 -9.8 -10.9 16.0 -12.2 13.7 -10.1 Longitudinal .All angles 19.2 -10.0 12.7 •5.9 -23.1 -13.1 -16.0 -10.1 -34.5 -27.5 14.6 -11.3 10.7 -8.7 0 to 5' 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 17.3 -13.4 12.7 -10.3 W Transverse 20- 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 41.1 -32.7 21.6 -18.0 15.6 C 120 30'<angle s 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 19.1 -14.5 16.2 -12.1 'L Longitudinal All angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 41.1 -32.7 17.3 -13.4 12.7 -10.3 17 0 0 to 5 24.8 -12.9 16.4 -7.6 •29.8 -16.9 -20.7 -13.1 41.7 -32.6 18.8 -14.5 13.8 -11.2 0 Transverse 20' 34.3 -9.1 22.9 5.0 -29.8 -20.7 -20.7 -15.7 41.7 -32.6 23.3 -19.5 16.9 -14.5 m 125 O 30'<angle s 45 27.9 19.1 22.2 15.2 10.7 16.9 9.3 14.5 9.8 11.2 20.7 15.7 17.6 -13.1 -4 m Longitudinal All angles 24.8 -12.9 16.4 •7.6 -29.8 -16.9 -20.7 -13.1 -41.7 -32.6 18.8 -14.5 13.8 -11.2 C Z I 1 n m 0 to T 26.8 -13.9 17.8 -8.2 -32.3 -18.3 -22.4 -14.2 -45.2 -38.4 20.4 -15.7 14.9 -12.1 •< 130 Transverse 20. 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -48.2 -38.4 25.2 .21.1 18.3 -15.7 33 O m 30•<cangle s 45' 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -13.7 -15.2 22.4 -17.0 19.1 •14.2 i- NLongitudinal All angles 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 48.2 -38.4 20.4 -15.7 14.9 -12.1 m D N -I (Continued) Z' m O C z TABLE 1609.6.2.1(1)(Continued) 0 MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF C 30 FEET LOCATED IN EXPOSURE Be r m HORIZONTAL LOADSb VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADSd p m Wind Load End Zone Interior Zone End Zone Interior Zone Windward Zone N Z Velocity Direction Root Angle Overhang Z Windward Leeward Windward Leeward End Interior 1E 4E 1 4 Wall Roof` Wall Roof` roof' roof roof roof zone zone 0 "0 to 5' 31.1 -16.1 20.6 -9.6 37.3 -21.2 -26.0 -16.4 -65.9 -44.5 23.6 -18.2 17.3 -14.0 Transverse 20' 43.0 11.4 28.7 -6.3 -37.3 -26.0' -26.0 -19.7 -55.9 -44.5 29.3 -24.5 21.2 -18.2 140 30'<angle s 45' 35.0 23.9 27.8 19.1 13.4 -212 11.7 -18.2 -15.8 -17.6 26.0 -19.7 221 -16.4 m Longitudinal All angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 26.0 -16.4 -55.9 -44.5 23.6 -18.2 17.3 -14.0 0 to 5' 33.3 -17.3 22-1 -10.3 -40.1 -22.8 -27.9 -17.6 -56.1 -43.9 25.3 -19.6 18.6 45.1 Transverse 20' 46.2 -12.2 30.8 -6.7 -40.1 -27.9 -27.9 -212 -56.1 -43.9 31.4 -26.3 22.8 -19.6 145 30'<angle s 45' 37-5 25.6 29.8 20.5 14.4 -22.6 12.5 -19.6 -13.1 -15.1 27.9 -21.2 23.7 -17.6 Longitudinal All angles 33.3 47.3 22.1 -10.3 -40.1 -226 -27.9 -17.6 -56.1 -43.9 25.3 -19.6 18.6 -15.1 0 to 5' 35.7 -18.5 23.7 -11.0 -42.9 -24A -29.8 -18.9 -64.1 -51.1 27.1 -20.9 19.9 -16A Transverse 20'• 49.4 -13.0 32.9 -72 429 -29.8 -29.8 -22.6 -64.1 -51.1 33.6 -28.1 24.4 -20.9 150 30'<angle d 4T 40.1 27A 31.9 22.0 15.4 .24.4 13.4 -20.9 -18.2 -20.2 29.8 -22.6 25.4 -18.9 Longitudinal All angles 35.7 -185 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -64.1 51.1 27.1 -20.9 19.9 -16.1 0 to 5' 45.8 -23.8 30.4 -14.1 -55.1 -31.3 38.3 -242 -77.1 -60.4 34.8 -26.9 25.6 -20.7 Transverse 20 63A -16.7 42.3 -9.3 -55.1 38.3 -38.3 -29.1 -T7.1 -60.4 432 -36.1 31.3 -26.9 170 30'<angle s 45` 51.5 352 41.0 28.2 19.6 -31.3 17.2 -26.9 -18.1 -20.7 38.3 -29.1 32.6 -24.2 Longitudinal All angles 45.8 -23.8 30.4 -14.1 -65.1 -31.3 -38.3 -24.2 -77.1 -60.4 1 34.8 -26.9 25.6 -20.7 For SI: 1 foot=304.8 mm,1 degree=0.01745 rad. a.Presssures for roof angles between 5'and 20'and between 20'and 30'shall be interpolated from the table. b.Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1609.6(1). c.If pressure is less than 0,use 0. --�- -'--' d. .`Max Horizontal Wall Loads'are only for the design of wall elements which also support roof framing. As part of the MWFRS,thes e se elements shall be designed for the iriteiaction'of vertical and horizontal loads or have independent mechanisms for each load. For interaction design of walls as MWFRS,the vertical roof loads shall be the"Vertical Loads"from Table 1609.6.2.1(11,and the hor- izontal loads shall be the"Max.Horizontal Wall Loads:' The zone loads shall be applied as shown in Figure 1609.6(1)and as follows: lE to the Windward Wall End Zone,4E to the-Leeward Wall End Zone,1 to the Windward Wall Interior Zone,and 4 to the Leeward Wall Interior Zone. e.Note that there are two load conditions between 20'and 30'. Negative pressure from 20'to 30°shall be interpolated using a pressure value of 0 for 30% Positive pressures between 25`and 30°shall be interpolated using pressure value of 0 for 25". . D W o- In i Q) io rI� f W �� { 1 2 a , f ; `133: O,.b : • P i j C-r= i _ �_5=c I I D►rt�cr,G+�! f p i _ V' ......::.. ti < r; SEISMIC DESIGN CATEGORY Project: P(x 14 pte Job No.. Date: De c,-- Zoo IL Location:— Q� .1� 6 �1°4 By: � Page: Zip Code: 128 Checked By: Client: (- yc5 C 46-rw C*J IBC 2000 Design Parameter Code Ref Value Seismic Use.Group Table 1604.5 Site Class ( ) Dc- vt,`C - 1615.1.1 p SS (MCE Spectral Accel. Short Period) 1615.1 S, (MCE Spectral Accel. - 1 Sec. Period) 1615.1 Fa (Site Coefficient- Short Period) Table 1615.1.2 F„ (Site Coefficient - 1 Sec. Period) Table 1615.1.2 SMs (Adjusted MCE - Short Period) Ft, Lp a,, ,) 1615.1.2 0. 52 3 SM, (Adjusted MCE- 1 Sec. Period) rr, GDP + 1615.1.2 0, 21-2. SDS (Design Spectral.Response - Short Period) 1615.1.3 0, 3+8 Sp, (Design Spectral Response - 1 Sec Period) 1615.1.3 D . Seismic Design Category (Sps Based) Table 1616.3 (1) C Seismic Design Category (Sp, Based) Table 1616.3 (2) C Most Severe Seismic Design Category SDC C COMMENTS: • I . - ., _ ,•.. ,.,.mow,-. y_,..._,^- -' .`... ?_ - : AA - i i '.. w....: `.. ..',w:3+•c:_..�.I:.. ra=a-.� -.c .... ^-.:.. ._. =s`-. -t_�,,.1 '/::y�- ..`.,1 J:;M:.�.?,,.. Y� sd��'� io I ol cyi co crj r : e , : V � i n , e , , I 1 w TABLE 1617.6 D a DESIGN COEFFICIENTS AND FACTORS FOR BASIC SEISMIC-FORCE-RESISTING SYSTEMS W SYSTEM LIMITATIONS AND to DEFLECTION BUILDING HEIGHT LIMITATIONS DETAILING RESPONSE SYSTEM (FT)BY SEISMIC DESIGN BASIC SEISMIC-FORCE-RESISTING AMPLIFICATION -' REFERENCE MODIFICATION OVER STRENGTH b CATEGORY°AS DETERMINED IN oVi SYSTEM SECTION COEFFICIENT,R8 FACTOR,S208 FACTOR,Cd SECTION 1616.1 A&B I C I Dd E F 4- 1.Bearing Wall Systems A.Ordinary steel braced frames 04}12211 4 2 342 NL NL 160 160 160 B. Special reinforced concrete shear walls 1910.2A 5 t/2 21/2 5 NL NL 160 160 160 C.Ordinary reinforced concrete shear walls 1910.2.3 41/2 21/2 4 NL NL NP NP NP D.Detailed plain concrete shear walls 19102.2 2t/2 21/2 2 NL NP NP NP NP E. Ordinary plain concrete shear walls 19102.1 11/2 21/2 1 t/2 NL NP NP NP NP F. Special reinforced masonry shear walls 2106.1.1.5 5 21/2 31/2 NL NL 160 160 100 G.Intermediate reinforced masonry shear walls 2106.1.1 A 3 t/2 21/z 2t/4 NL NL NP NP NP H.Ordinary reinforced masonry shear walls 2106.1.1.2 21/z 21/2 33/4 NL 160 NP NP NP I. Detailed plain masonry shear walls 2106.1.1.3 2 21/2 13/4 NL NP NP NP NP J. Ordinary plain masonry shear walls 2106.1.1.1 11/2 21/2 11/4 NL NP NP NP NP K.Light frame walls with shear panels—wood strut- 2306A.1/2211 6 3 4 NL NL 65 65 65 tural panels/sheet steel panels L. Light frame walls with shear panels—all other 2306.45 2 2112. 2 NL NL 35 NP NP materials M.Ordinary plain prestressed masonry shear walls 2106.1.1.3 1 t/2 2t/2 1 t/4 NL NP NP NP NP N.Intermediate prestressed masonry shear walls 2106.1.1.6 3 t/2 21/2 3 NL 35 NP NP NP O.Special prestressed masonry shear walls. . 2106.1.1.8 5 21/2 31/2 NL 35 35 35 35 2.Building Frame Systems A.Steel eccentrically braced frames,moment-resisting, connections at columns away from links (15� 8 2 4 NL NL 160 160 100 to C B.Steel eccentrically braced frames,nonmoment- G resisting,connections at columns away from links (15� y 2 4 NL NL 160 160 100 z C.Special steel concentrically braced frames (13y 6 2 5 NL NL 160 160 100 !7 0 D. Ordinary steel concentrically braced frames (14Y 5, , 2 41/2 NL NL 160 100 100 m E. Special reinforced concrete shear walls 19102.4 6 21/2 5 NL NL 160 160 100 vy n F. Ordinary reinforced concrete shear walls 1910.2.3 5 21/2 4t/2 NL NL NP NP NP C MG.Detailed plain concrete shear walls 19102.2 3 21/2 21/2 NL NP NP NP NP C H. Ordinary plain concrete shear walls 19102.1 2 21/, 2 NP NP I NP I NP NP D I. Composite eccentrically braced frames (14)k 8 2 4 NL NL -160 160 100 0 D (Continued) z m z ,i,i ,t,�•,11w'J/i.f kl .y=^:. �1 '! '.t. 3 ,iY' i L 6., � C h`p`�: 7' � i 1' `�4I!1'*'a ��"R�k�y1 .� .S. 1. !.. 4'�,:.,l. :n, } f.. 4 i'�L .Y 4. >: �h •n x. 1. �. {,. r .. , . ... ..l o .k1 .R•,r .r,Y.•i,..h ,3> :c fit. t .t. ;n., .h;.r•,p, „{..� ,;.< , r c ISM:h1.a.. ..1.,h67� � �r :1 ... ..._,: :...< �,.•. .:.a,�,r..r.. .`�•s.,:..'. .... ."!.:. .. 4,. •,t.•.. . �'+. _,. ., .r1. ,?,. r we S,t,..,•; 1 •n�'l a t. E'r,,,. ,z.{ c ! i y F ti .. - .. I � WI'ntD tea,;, ctu� c�e� :. _. _ z7� �:� i" ZZ.. c`a cat C- - ` S �y ! t t4tl 's .-_ ? .:,?�' Ct��►v -t� we TV . . : y ti rT Y r_ : - v - 13 .. • z 4 WjTm { - : a i t. i I ' f 1 . t i _ r ... W. - _._.....- ......... , N u x i e.4:it- i d Q '�.b(N/OIL 1 J I CAi s -_- ITt CT!�tTi _ 4 � _ _.. . .f„ ��,19'9)<���) �Agd.S l � .�� .+�s, ��/ r !?F!�'►,:=OW.,�Q. . ... -. f 1 r 0{nV." I s 5 . ... MA OG f z .. ,.;. _.:..._.,. _ ::.,.._.:w__.: .._. . .. 5ow _ moo _ Opt vw x ; 3 - : c,- f i I �y Col 4r ( 3 C k- ®PLe-)c DVS G P 7s.P,04^- : 1-7 ,. _ a ��..::�i, /.L;rrn ,7a:C..sr `To T'f r.�r�.c -. •. iuLuf La Z.Q ! .. Im I • `+O'T`t i - 313A. F ' ttt : i V.. E � �� �� �. .�.. i }US�.s.�•.z G_s t lo;..,,.Atco_t:t�� l �'1�. �.�•�.-�..c�..;l� � _ y f I : f 1-1YF5` sw c. l o• pu�c tic cs-a �.o� I r ; s ► _ - :: . Slf�aa�,c� 07 Ari t.. 5-4 } 07 1 2 Z z. �.__..:a..-._,:_. i r b64c- I �. -csrc.�*,n..� BAG• j i t i i PILck " �L 7,0 v� _ -- --— i lot 1` ... j. ,r ( 3 SS Zry P lu 1 ww f _ — CO cn 0 ! ' 000 :... s� FTC, Sx - z7L$ 39321.E%�� h i i 1 J � I r - i M_ N .:. .. ... _ .......... - — 4 . _.. ........ : .......... : s E < i t N f _v. ..._: ... - ......... -.. : .. ......._...._. _._. ........ ._... _.... _ } I 1 i Table 10 Allowable Shear Forces(plf)for OSB Horizontal Diaphragms with Douglas Fir-Larch or Southern Pine Framing Panel Common Min. Min. Min. Blocked Diaphragms Unblocked Diaphragms Grade Nail nail panel nom. Nail spacing at diaphragm boundaries size pen. thick. width , (all cases), at continuous panel edges into of parallel to load (Cases 3 and 4) and at Nails spaced 6" max. at framing framing all panel edges(Cases 5 and 6) supported edges 6" 4" 2-1/2"2 2"2 Nail spacing at other panel edges Case 1 All other 6" 6„ 4"2 3"2 configurations Structural 6d 1-1/4" 5/16' 2" 185 250 375 420 165 125 .. .40 - k{`. 8d 1-1/2" 3/8" 2" 270 360 530 600 240 180 - a- ° .� 1 tf�'- t*f-V: :S}'r>+;`7�:J,:lr v i'1" �yt"i12i)'Jyrytl�l�;i"ir. Fr i,f`r.tp `T.l.,c?7. ..xJ :,,;:::.•, _ - _ T... rS- � S�ix r �,Y ��� :C�'�ill�y�S �'+ „ t:�S�J� I:I�j ( 3d4`�('t��Lrl��� �ft,r r$�T�+•r r+r ,.. ,�.i. r -I .. .. ._ • _1.:,,.,, .. .f}r...I.f:�r.tar 7,.,s?' .. ,.../�.t<.t'it ... s.rr•r i� 'ld �E V � .M -. :•,.265- .r,, 200 .:�.:. 1Od2 1-5/81, 15/32" 2" 320 425 . 640 730 285 215 .. �r,J.:{ s ^'"^' 'i;ze ;:.;F'ifit6+ ,+ `x {,.+ +xi�;z'✓.'.r,,� r.i rr - r. r -r .r � ti>a�s r �rl yPr2 �� r'�1 r(y.Je�x�}.)t.lrrrJ�p '✓. 4`IP.j, �J`.',... 10V''%#t',CII tlf3,'"401v1'Jy- 11j'•r.S ,G,�'11{f jrLitli. •r:3�0 240 ....J... r. . . .. .. 23/32 114 3" 650 940 F. r,•,"_ d I 3 F fA r dt- t 3 i'7 31f�f svc >- d rw f r } >f - J ! : .ti �t �� ,. . . r ....tom•:' .. Sheathing 6d 11/4 5/16 2 170 225 335 380 150 110 r` r f T'J�^'fr y. ,i�r q�" K.�f3 I �v r y+y t�r��"fJ� 7' + r 1 F-.. t •r.� 3/8.U" 2" 185 250 375 420 165 125 �. ( t _- 'n7F Lr'A{!^'r"'. i•{t htt ra-+i 'r7nr�•t��t} I x�pd-}. 4 > s xy t .sr r 7 . 8d 1-1/2" 3/8" 2" 240 320 480 545 215 160 ..T ;;fr"..ii'`^'-.fr:1:S:;1[.`.;. �?"1':t-•h;: �I.,t 2y�""f)�a`.R;i+�.Y n1Y P.r:.r�I ^J'S=4'!'Gfrri��,kTl�:e ..2a(•f:?T11•I�wL L {'. r. ' -- [. �p •' s � r� ,,, lfzf.J..,jw dF tr,l,; s� t r d..its s)!,I n�'+J'� A J -r. { -i t �;.,,j/i;- ��+ 'J+,.'.,rtr,,r« .rn,r'„'.r�.sr, 1;°�,'. •',.L0',.f't''r''f36E y; l rrr'5,443 'a�; � r`�,......�. �.::24D .180 7/16 2 255 340 505 575 230 170 . _. � a r .r ,. iJts'�1� a r..7��t ff k..'�,r rt �1-I hk '�i fyl!t� IT�t r C I '•r-- r rr r t., r .. , - "� 255 15/32" 2" 270 360 530 600 240 180 - >• s'zY�'',�"3r.�,�r• t�;,��r.Siritf.,.Sv^s.�r�f�.ti r�rr � �nft t"t'st�-$5`=a'+'n��W�+ f7` 'It'i' S-fl ft -:a- ri.. Al 10d' 15/8 15/32" 2 290 385 575 655 255 190 �. . - ,, �r+TJ ,.r�••fay'hr, iFµ. S�<L a L y x t�s •r, >' t, r s r -, ✓>'ar! r7�n Jai Fx 9 � .1 �, I � t , + y' s� -..r5 3 y I tis -Ss ��iat....c��J'3� L4R .� r 19/32" 2" 320 425 640 730 285 215 .r^:wi•• ^K,:z•`;1•rnrn r;r - .it-'r,!r".';^ ;a:;r.::,"..'.r•:... ";"::"4:,:" '.>:; y JJ;p�yrtW+.•Ij,J".+E e'S` 1 T, ;,'4 j•��.,��1 �� r ,., 4�; +1 ,s{ T�4r;'}�•}, rr�i5dr�\rF�r��I,781}S .rr � Y..c,t>< r �?�... r. ;2•�f�J r rr �.a.air-.•,r, +� +'r... -5: � :.>-. .. r...... 23132"1 3" 645 935 Notes: 1. These values are for short term loads due to wind or earthquake and must be reduced 25 per cent for normal loading. Space nails 12"on center along intermediate framing. Allowable shear values for framing members of other species may be obtained by multiplying the tabulated values by 0.82 for species with a specific gravity greater than or equal to 0.42 but less than 0.49, and 0.65 for species with a specific gravity less than 0.42. 2. Framing at adjoining panel edges shall be 3"nominal or wider and nails shall be staggered where nails are spaced 2"or 2-1/2" on center. 3. Framing at adjoining panel edges shall be 3"nominal or wider and nails shall be staggered where 1 Od nails having penetration into framing of more than 1-5/8"are spaced 3"or less on center. 4. Two lines of fasteners are required for 23/32"sheathing. Values do not apply to the Uniform Building Code. SHEATHING SHEATHING SHEATHING SHEATHING RAYING SHEATHING SHEATHING *LOADBIFI INC F'RA4ING FRAMING FRAYING BLOCKING, eLOCKING, OCKING, LOAD IF USEO ;W,D' IF USED USED LOAD BLOCKING. LOAD BLOCKING, L BLOCKING, 1 1 IF USED + I + IF VSED + i + IF USED CASE s CASE 5 CASE 0CASE I CASE 2 CONTINUOUS CONTINUOUS P"n"OUS01APHRAGY BOUNDARY PANEL JOINTS PANEL JOINTS PANEL JOINTS PANEL JOINTS Note:Framing is permitted in either direction for blocked diaphragms Table 9 Allowable Shear Forces(plf)for OSB Shearwalls with Douglas Fir-Larch or Southern Pine Framing Panel Grade Minimum Minimum Nail Nail spacing at panel edges (in.) nominal nail size panel penetration (common or 6 4 3 23 thickness into framing gals. box) Structural 5/16" 1-1/4" 6d 200 300 390 510 7/16" 1-112" 8d 2554 395 505 4 6704 15132" 1-5/8" 10d s 340 510 665 870 Sheathing 5/16" 1-1/4" 6d 180 270 350 450 3/8" 1-1/2" 8d 2204 3204 410 4 530 .�� ___.-- _';-,,,a'�:-�_��!'�'. .��.�-�^�-.�,e..q.^� �r-�..�°-�_-..�>•�-Y.�-=.,. .mom 5r �::.�=-'.�dr�_<-�- .. ... 15/32" 1-1/2" 8d 260 380 490 640 a�,_-.erg-= :-'S=-- 19/32" 1-5/8" 10d 5 340 510 .665 870 Notes: 1. All panel edges backed with 2"nominal or wider framing. Panels installed either horizontally or vertically. Space nails at 6"on center along intermediate framing members for 318" and 7116"panels installed on studs spaced 24"on center and 12"on center for other conditions and panel thicknesses. Allowable shear values for framing members of other species may be obtained by multiplying the tabulated values by 0.82 for species with a specific gravity greater than or equal to 0.42 but,less than 0.49, and 0.65 for species with a specific gravity less than 0.42. Allowable shear values are valid when OSB is fastened directly to framing. For installation over gypsum sheathing, refer to applicable building code. 2. Where panels are applied on both faces of a wall and nail spacing is less than 6"on center on either side,panel joints shall be offset to fall on different framing members or framing shall be 3"nominal or thicker and nails on each side staggered. 3. Framing at adjoining panel edges shall be 3"nominal or wider and nails staggered where nails are spaced 2"on•center. 4. The values for 3/8"and 7/16"panel may be increased to values shown for 15/32"panels, provided studs are spaced a maximum of 16"on center or panels are applied with long dimension across studs. 5. Framing at adjoining panel edges shall be 3"nominal or wider and nails shall be staggered where 10d nails having penetration into framing of more than 1-518"are spaced 3"or less on center. Vertical Framing; Vertical Framing, Vertical Framing, Horizontal Framing,,, Vertical Sheathing Horizontal Sheathing Horizontal Sheathing Vertical Sheathing c with blocking with blocking L'TP4/A34/A3 5 FRAM/NG ANCHORS The LTP4 Lateral Tie Plate transfers shear forces for top 4W��— plate-to-rim joist or blocking connections.Nail holes are spaced to prevent wood splitting for single and double top plate ° 2�Y, applications.May be installed over plywood sheathing. The A35 anchor's exclusive bending slot allows instant, 1��161�/ie� I 3 accurate field bends for all two-and three-way ties.Balanced, completely reversible design permits the A35 to secure a great ° d o I : variety of connections, MATERIAL:LTP4-20 gauge;all others-18 gauge A35F a mf FINISH:Galvanized.Some products available in stainless steel g �-•j g6A ,_ t,hF 1if�1 or Z-MAX;see Corrosion-Resistance,page 5. r� a INSTALLATION:•Use all specified fasteners.See General Notes. •A34—Use 8-8dx11/z"nails. ura •A35 and A35F—Use 12-8dx11/2'nails. A34 e •A35—Use 9 Sdx1Yz nails for connection types At,E,C1. m ; . 4�� A35 •LTP4—Use 12-8dx1l/2'nails. �u CODES:BOCA,ICBO,SBCCI NER-413 and NER-432;Dade Co. FL 97 0107.05;City of L.A.RR 25119,RR 25293. m m . YY Doug fig A35 „ �apret a Pine=E)t. > r so�Pfns Allbwabl'iflaiis° LTP4 Installed Model :Type o1 Direcliott`�74ifgivdbitfs - over 1" tao t cinnection 'of•Lvad Ft 345 JUb> ,ioof�' Fleor Roof . foamboard �(1D0)''' See note 5. 365 1 295 315 li Fz 280 280 240 240 � 2 Ai,E C1 Az 260 s20 225 275 ' F2 a ' A35 3❑ 02LIJ60 3f5 225 270 v A34 D 91;b fb0 130 130 ' ^a Ft 45� 45(i t 385 385 rid e Fz . *sf v. .$45 ; _ 445 555.: . G 500 500 430 430 r �?�r~ �At � sty •�' �'.� � '. Beam to Posts A35F 5 1 265 265 230 230 A and B Legs H 440 440 380 380 r Outs de G rv1v.. ,645._.: 445. •.555�1• v LTP4 J5 645 445 555t 445 555 • -tom. 0 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist,the minimum joist thickness is T. 20 A35 v 2.Roof loads are 125%of floor loads unless limited by other criteria. Floor loads may be adjusted for other load durations according to the ¢ Ceiling code,provided they do not exceed those In the roof column. Joists 3.Some illustrations show connections that could cause cross-grain �� z to Beam tension or bending of the wood during loading If not reinforced sufficiently. In this case,mechanical reinforcement should be considered. F 4.G direction only:A35F and LTP4 can be Installed over 3/8'plywood with Bdx11/z nails and achieve.72 of the listed load,or over 1/2'and P 8 achieve.64 of the listed load.8d commons will achieve 100%load, W• ;f 5.A35 installed over 1'foamboard has a load of 170 Ibs(100)and - z 215 lbs(125)in an F,direction of load. 0 Y a W 0 A35 a- Joists v . to Beams N IFi a '•' L . o Typical A35F Installation . y V ® LTP4 Installed over ® A •` Yt Plywood Sheathing f. F' Studs to Joists to �rRE� Plate with Plate with �t B Leg A Leg { ` Outside Insidez4''fi ti. 3 Chimney Framing 126 ; CS'CMST COILED STRAPS NEW!CIVISTC provides nail slots for easy installation and coined edges for safe handling. �p CS are continuous utility straps which can be cut to length on the job site. � Gauge stamped Packaged in a lightweight(about 40 pounds)cartons. on part for easy "N NgTH Cgt FINISH:Galvanized.Some products available in Z-MAX;contact factory. identification 1 LE t ENVtH INSTALLATION:•Use all specified fasteners.See General Notes. •Wood shrinkage after strap installation across horizontal wood members r � may cause strap to buckle outward. f �Y •: " •Refer to the applicable code for minimum nail penetration and minimum S wood edge and end distances. Typical CS •The table shows the maximum allowable loads and the nails required to obtain c - them.Fewer nails may be used;reduce the allowable load by the code lateral Installation , as a Floor-to- load for each nail subtracted from each end. Floor Tie o- •CMST only-Use every other triangle hole if the wood tends to split.Use (CMST requires round and triangle holes for comparable MST loads,providing wood does minimum not tend to split. 2-2x studs) CODES:BOCA,ICBO,SBCCI NER-413;City of!A RR 25293(CMST12 and CMST14): .rr° ? EN�T0 Provide min. `Y 1'end distant Total Allowable Nail for CS and CMSTaiS Mddel :..L fnd fasteners : Tensfoo Loads Spacing Ga Cut iorf lh Equal number of No (Length specif d nails of Row) {100) (133/16Q) (Ili a Row) in each end h ' CMST12 40' 45" 12 clear span+90" 100-16d 7230 9640 i Yr 105" clear span+.210" 118-10d 7230 9640 3y" e A 34.' ::clear n:, fib" ,74 I6d 5095'; fi795.;. 1% csts tecau�E �h"1 CM5714: ..52y 14-... spa 78' c1eatspan:+15i3 88 10d .f::, ?:095:: ;:• 1. 6795,;. 3y' 2Y6• 25" clears an+ 50" 64-16dsinkers 3520 4690.. iy" CS16 Hole Pattern(all other CS straps similar) Q CMSTCI6 54' 16 49 clear span+ 98" 64-16d sinkers 352GA 4690 3" --�' C516 150 _ j4' 16 ;clears an;+30" 28=8d-::':: .1235 1fi50; CS16 R '25 ti: .clear ai;r 24" .: .22>70d_ < ,1235.,; '1650 °. ° ° 3• CS185 100 i t" clear span+24" 22 8d craSFi4 14CA[3GEPh' CS18 200' 9" 18 clear span+20" 18-10d 950 1270 CS18-R 25' 9" clear span+20" 1 18-10d 2X6" CS20 20 dear an 20" 1$8d 750= : :1005 .; 3y:• p�• CS20 R :25 7" :Cleat—.Sp'an 4-11i" 14 i0d. ,750,= .:1005,: • CMST14 Hole Pattern(CMST12 similar) CS22 300' 7" clears an+16" 14-8d 620 825 CS22-R 25' 5y�" 22 clear span+13" 12-10d 620 825 0 o d 1.Allowable loads 100%value is the maximum 2.133%and 160%value may be used steel capacity and may not be increased for for earthquake or wind loading. CMs1C16 16 GAuG� 3 other load durations unless otherwise indicated. a o a 3.Typ.::. CMSTCI6 Hole Pattern U Z SA/HSA CO HECTORS : w w A high value seismic tie for horizontal ties across intervening members. FINISH:SA36-galvanized;all others-Simpson gray paint N INSTALLATION:•Use all specified fasteners.See General Notes. •May not be suitable for floor diaphragms which protrude above beams. CODES:BOCA,ICBO,SBCCI NER-413;City of L.A.RR 25119. H"ER $ NOT SHOWN N r .AVg , :SFIOf(xlf4tetd 0 Moaii;- 'stray ". ...: ... No: . :;=Section L ::861is + t)tt Naiftr Solis..:: : ;kiiifs. :r; :>.. s (lty Dia (1 &I60 Typical HSA Installation SA36 12 ga x 2X6 1 36 22-16dl 4 1 y 6767 1900 1605 1900 HSA32 :3:ga X 3 32 ._: 2; �i j':3BOO 1910 2290. HSA4f 3 ga x 3 d1 4', �� 17600 3770 4520 : s�anr 9 HSA50 . .3 ga X 3 '. 50 6.; HSA59' :3 ga x 3 1 : ;:..:`301 d0 6940 838b: r HSA681 3 ga x 3y 68 1 10 y F34200 — 6350 10020 1.Allowable loads have been increased 33% 3.Bolt and nail values may not be combined. and 60%for earthquake or wind loading with 4.Only SA36 can be field-bent for other snooLEMCM no further increase allowed. intermediate beam widths. 2.Allowable loads assume a restrained member of 31R min.thickness with bolts in single shear. Typical SA Installation 124 with Saddle Hanger H DAM D HOLDOWNS Holdowns are used to transfer tension loads between floors,to tie purlins to masonry or concrete,etc.Use HDAs and HDs for overturn requirements and other applications to transfer tension loads.All HDAs r and the HD15 are self-jigging, ensuring code-required minimum 7 bolt sa �� diameter spacing from the end of the wood member to the center of the <_ first bull hole. �' „ HD6A,HDBA,HD10A and HD14A's seat design allows greater installation adjustability.An overall width of 31/4'for the HD6A,HD8A and l� �v BP HD10A,and 3Yz°for the HD14A provides an easy fit in a standard 4x wall. ® He =. _; HDA SPECIAL FEATURES: K •Single piece non-welded design results in higher capacity. " g ®:r •Load Transfer Plate eliminates the need for a seat washer. uv� Threaded A._ studs •Fewer inspection problems. ® ' Rod MATERIAL:See table HD5A _ y FINISH:HD2A,5A,6A,8A,10A---galvanized.HDBA may be ordered HDG; (HD2A similar) check with factory.HD14A,HD15,HD20A—Simpson gray paint 11 INSTALLATION:•Use all,specified fasteners. U.S.Patent 4,665,672 - p See General Notes. F_ •For an improved connection,use a steel nylon locking nut or a Canada Patent 1,253,481 thread adhesive on the anchor bolt. •Bolt holes shall be a minimum of 1/3z to a maximum of Y,e larger than the bolt diameter(per 1997 NDS,section 8.1.2.1.). HD10A ' (HD5A•Standard washers are required between the base plate and anchor HD8A T_A 4. . nut(HD15 only),and on stud bolt nuts against the wood.The HD14A and �r Load Transfer Plate is an integral part of the HDA Holdown and HD20A similar) no washer is required,See page 34 for BPI Bearing Plates. 3-. . •See SSTB Anchor Bolts,Simpson's Anchoring Systems and Additional 13=" -` Typical HD5A WrASIN , - xnN000 ED , Tie between Floors Anchorage Designs for anchorage options.The design engineer may 4' rraE K , specify any alternate anchorage calculated to resist the tension load a ,'�° for a specific ob. =`" `` = To achieve table loads,the p I „ ~` , - minimum bolt end distance is •Locate on wood member to maintain a minimum distance of "` seven bolt diameters.This seven bolt diameters,distance is automatically maintained when end h distance is designed into of wood member is flush with the bottom of the holdown. F holdowns.Bolt end distance ' may be increased,provided the ti .r •To tie double 2x members together,the designer must determine - anchor nut is not over-torqued, p which could split the stud. the fasteners required to bind members to act as one'unit tp Deflection values may without splitting. �f !! y be higher. •For holdowns installed on the mudsill,anchor bolt nuts '`~ should be finger-tight plus 1/3 to Y2 turn with a wrench, Typical HD15 with consideration given to possible future wood shrinkage.Care should be taken to not over-torque Holdown the nut,which may lead to premature anchor bolt failure. .t,.e Installation . p,oA. •Stud bolts should be snugly tightened(1997 NOS,section 8.1.2.4). CODES:BOCA,ICBO,SBCCI NER-393,NER-469;City of L.A.RR 24818, Typical HD5A RR 25158 and RR 25293.HD6A and HD14A are not NER listed. Holdown Installation with 4- - SSTEI anchor bolt. Typical HD5A k Washers are not required Purlin Anchor at the base. Installation �.. . fastepers ::;... -.,:. : Atlbwati)e Loadsi,c,on deflection.. Stud Avg Lsftgih of Dolt, ` Pf0 Base 8odi1.:=' ' Ahchor Bolts Ult JtrVertlsaLNlobtlNlbfntler .•. at Highest. Ga tip Allowable :•. ::. l C 2 = .':2Ys `-,3y 5y.;.Desigh.Load c HD2A 7 12 4% 2y 2Y, 8 2% 1� o /,s � 2 � 12150 1555 2055 2565 2775 2775 2760 _ 0.058 —�1 HD5A 3 10 5y 3 3ye 9'.f6 35(6 y 2ye %or Y4 2 y 20767 1870 2485 3095 3705 4010 3980 0.067 -- 2Xs`:. t5105 5510:: ..0.04.1. HDBA 7 .. iis•` 3Yr;;• ': ';`1q �V 'e;'.tins` - ie 1 ,%a..d' ; `.:' ';'�866 ? U tt350 541"5 6465 7460: ,7.910;' 0.11.1: - . 'i6.. ::3Yz.. 3Y:;. XXe.': s'<"%:/ie 2 ts,'!:r/e::::: .:'./e.. 2$66l::3945 ••5540. :tid35. :83lo .:954d-' 9900. -6.269 HD14A % 3 7 4 3y 20% 3% % 2X, 1 4 1 38167 — — — — 11080 13380 0.215 < HD20A Y, 3 7 4 4y 20i'rfe 1 4y % 2y 1 y, 4 1 51333 — — — — 11080 13380 0.250 L HD15 3'e 3 7 4 3y 24y 4'/6 3% 2y 1y, 5 1 55333 — — — — — 15305 0.082 1.Allowable loads have been increased 33%for 5.HB is the required minimum distance from the end of 10.Full tension loads apply when HD5A is used with earthquake or wind loading with no further increase the stud to the center of the first stud bolt hole.End a W anchor bolt. allowed;reduce where other loads govern. distance may be increased as necessary for installation. 11.See pgs 6,7 for testing and other Important information. 2.HD15 requires a minimum 6x6 nominal post. 6.The designer must specify anchor bolt type,length 12.Deflection at Highest Allowable Design Load: 3.Use a minimum 46 nominal post for the HD14A and embedment.See SSTB Anchor Bolts and The deflection of a holdown measured between the and the HD20A. Additional Anchor Designs. anchor bolt and the strap portion of the holdown when 4.The wood member must be sized for the load-carrying 7.See page 32 for anchor bolt retrofit. loaded to the highest allowable load listed in the catalog capacity at the critical net section,reducing the gross 8.Lag bolts will not develop the listed loads. table.This movement is strictly due to the holdown section area for holes or other removed wood as 9.Holdowns installed raised off the mudsill may have deformation under a static load test conducted on a specked in the code. larger deflection values.Use the PHD or HD0 for steel jig. 24 raised applications. ANCHOR SYSTEMS VGC A SIVE SYSTEM Request our Anchor Loads for Threaded Rod Anchors in Concrete Systems Catalog for complete information. Tensioq Loads(Ibs) Sheart gait(Ibs) f •. Pc z zoos psi Yc�zuoo pst ' � UGC Orilr Stud Embed EdgB Steel SteeF, Benefits of the VGC Uia Capsale ; Bit Depth SPacing7 : Dist Bond Strength StrepgUr,.: Strelpgtll <: st Adhesive System: :(In): No (in) O07 gGD7 VGC No special tool required: Ultimate Allowable plloarabfe.'just Allow.able- drill and clean holes; ;-Load Enad•?: :., Load,:` Load insert capsules and ham 3/a VOC37 '/16 31/2 14 51/4 8750 2190 2105 1085 mer in the anchor. — — — Yz VGC5o 6/16 4Y4, 17 63/6 9653 2410 3750 1930 Pre-measured components -- assure the right amount of'� % VGC62 II/le 5 1 20 71/2 19048 4760. 5875, 3025 .` adhesive every time. 3/4 VGC75 7A 7 27 10% 28813 7200 1 B460 4360 No waste,no guessing, 7/a VGC100 1 8 31 11% 29236 7310 11500 5925 ;s one capsule for each 1 VGC100 11/a 8 36 131/2 29236 7310 15025 7740 anchor diameter makes 1.It is critical that holes be cleaned properly.One capsule per hole. estimating simple.Capsule 2•Allowable load must be the lesser of the bond or steel strength. can be inserted either 3.,The allowable loads listed under allowable bond in the table are based on a safety factor of 4.0. end first. 4.Reference Simpson Anchor Systems catalog for spacing and edge distance requirements. Fast bolt-up time anchor is 5.Anchors shall not be used to resist tension forces in ceiling or wall Installations unless special ready to use in 20 minutes consideration is given to fire-exposure conditions. (at 68 F and above). 6.331/3%increase NOT allowed for short term loading due to wind or seismic forces. Up to 1 year shelf life when Loads for Threaded Rod Anchors in Concrete Stemwall stored at 60 F 80 F. ` Stud ' Dllll'BIt Embed Edge End• Terislon Load;(Ibs) VGC 1N t'c z;200q psi Dia ..Capsule. Dla Depth {In) Dist Dist pUowable ' Un) „(In)... (In).:. UIt..Load -�8 '$ Load, s/a VGC62' 3/4 12 6 1 3/4 5 13250 3310 /e :• _, :VGc1001: <;::. ] .':15;_'. ..`8 'y.1d` 5 a`.20893:.:: .a;<521:(F 1.Requires 3 capsules per hole. 3.It is critical that holes 2.Requires 2 capsules per hole, be cleaned properly. _ PL1OLOAD NDICATORS PLI 0_, Patent Request our Anchor Pending Systems Catalog for complete information. The proof load indicator can proof load the bolt to two times the design load.A positive o l means of load verification o every time. .. The PLI should not be used " on masonry installation,epoxy to °°` ' j °". °, concrete applications only. FINISH:.Proof washers color v ' coded for easy Identification of tested load. Place bottom die with Slide top die section Tighten nut to cut PLI washer over existing over anchor bolt through washer.This Exploded View anchor bolts. and attach nut, will apply tension load. s ANCHOR SYSTEMS MECHANICAL ANCHORS Request our Anchor Systems Catalog Simpson offers a full line of mechanical anchors to suit almost any application in erials. Below are examples of core products in the mechanical for complete information. numerous base mat anchor product line.For information on the rest of the products,contact Simpson for a copy of the current Anchor Systems catalog(C-5AS2000). Get the Rest; of the Information ®n Simpson Anchor Systems The informationin this catalog is an introduction to Simpson Anchor Systems. Visit the new Simpson Anchor Systems website at 't You can get the rest of the technical information three ways: www.simr)sonanchors.com. Here you can access technical Call Simpson Strong-Tie.at(800)999-5099 and request the current Simpson and product application Information,code reports,new Anchor Systems Catalog(Form C-SAS2000) product Information and much more. E-Mail The Simpson For a full Simpson Anchor Systems Technical Manual(Form B-SAS2000),call Man for answers to your questions or check our Frequently Simpson and ask to speak with your local Technical Sales Representative. Asked Questions section for the information you are This binder features the Anchor Systems catalog in easy-to-use tabular for- looking for. mat,as well as a complete set of code reports,MSDS sheets and more! 33 Permit Number. REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1c Data filename:CADocuments and Settings\Dan Ryan\My D6ouments\VISION\Projects\Hayes Construction\4-plex\WALKOUTBSMNT\rescheck4-pl6xBRwo.ick " TITLE:4-Plex COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Multifamily HEATING TYPE:Non-Electric DATE: 12/28/04 DATE OF PLANS:Dec. 2004 COMPANY INFORMATION: Hayes Construction NOTES: Garage and Bonus Room included with Walk-out Basement COMPLIANCE:Passes Maximum UA=1095 Your Home UA=656 40.1%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 2157 30.0 0.0 75 Ceiling 2:Cathedral Ceiling(no attic) 134 30.0 0.0 5 Wall 1:Wood Frame, 16" o.c. 1836 19.0 0.0 88 Window 1:Vinyl Frame:Double Pane with Low-E 124 0.360 45 Door 1: Glass 160 0.350 56 Door 2:Solid 80 0.140 11, Wall 2:Wood Frame, 16" o.c, 1976 19.0 0.0 106 Window 2:Vinyl Frame:Double Pane with Low-E 202 0,360 73 Wall 3:Wood Frame, 16" o.c. 465 19.0 0.0 18 Door 3:Glass 160 0.350 56 Basement Wall 1:Solid Concrete or Masonry 1127 11.0 0.0 72 Wall height:7.8' Depth below grade: 6.8' Insulation depth:7.8' Floor 1:All-Wood Joist/Truss:Over Outside Air 160 30.0 0.0 5 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 144 30.0 0.0 5 Floor 3:Slab-On-Grade:Unheated 60 10.0 41 Insulation depth:4.0' 1 Furnace 1:Forced Hot Air,92 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 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 compli e wit is Code. Builder/Designer Date OF NEw L W. 0 J w OpESs10NP RESeheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1c DATE: 12/28/04 TITLE:4-Plex Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 3. Wall 3:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.8'bg/7.8'insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor:0.350 Comments: [ ] 2. Door 2: Solid,U-factor:0.140 Comments: [ ] 3. Door 3: Glass,U-factor:0.350 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: [ ] 2. Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: [ ] 3. Floor 3:Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation'must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE 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 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,glazing U-factors, and heating equipment efficiency 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: [ ] 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: [ J 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: t ] 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 °F must be insulated to the levels in Table 2. v "able I 0 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 Pressurefremperature 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) i 43 f � � UNITS o , .............. .. ... .... z ... ..... x--y- 04 .. 4 1T� !NITS /'• r- a" �►: I I -a w I UNITS I 0 @—=5"EWA . :... ARE Z .. W wwc' UNITS ��: _::...• •' � vabR \\ sot o ma yor SEPTIe SYS _ r °`- 4-FLEX' BUILDINGSEf SI p , iESIGN FLOW � �' r EPTIC TANK 2`2 BEDROOM & 2-3 ` USE ONE 1 BEDROOM APARTMENTS"PER, 4— _ t e BSORPTION FIELD USE SOILS IN AREA 0 ON TAW F1 R P'E)( = 1100 GAL/DAY 6p.� ,� ` 'ARTMENTS <5 BEDRQpMS). �� 4 SANDS WITH PERC13LATI©N RATES LESS THAN ONE OPTION= FIELDS ARE WELL DRAINED THEREFORE REPLACEMENT'SOIL SYSTEM OF 1 TO 5 MI STEM R MIl�HJTES PER INCH. w NOTES PER` INCH. SQUIRED WIT!# PERCOLATION RATE �Q - FOR 1,100 GPD TOTAL DESIGN FLOW & 1-5 MINUTE PERC ABSORPTION TRENCH IS USE SIMPLEX P REQUIRED. FOR EACH _ CATION RATE 917 L.F. OF - USE g _� �' STATION TO DOSE. FIELD AND TOEKE:EP FIELD AT PR w ` 60' LONG LATERALS - - SPACE LATERALS AT 8' 480 L. PER FIELD = �60 L.F, TRENCH pTOTAL.EPTH. \ IN BETWEEN, O.C. TO PRpVI,pE`.SPACE FQR REPLACEMENT LATERALS _ w '3-PLEX' BUILDING � >IGN FLOW 'TIC TANK - 1-2 BEDROOM & 2-3 BEDROOM APARTMENTS A \ - USE ONE 1,500 GALLON TANK FOR 2 APARTMTS (5 w GALLON TANK F 880 GAL/DAY. �\ ORPTION FIELD - EXISTING SOILS INA 1-3 BEDROOM APARTMENT. BEDROOMS) & \ AREA OF ABSrloormL. _ 1` 1,000 t _ r or believe 1 saw evidence of, observed, \ ,i have seen or obs wells,trees,fences,etc.. `80, �, 9,78' \ \ all objects such as houses, oo f�25.00 o`vn on this document 1 also f es resent to on the diagram." %ft .. 00 t sh distance I er��o fly measured the p ( \ OAT 1 MATURE a��xf t . POND a e3 1 UNITS � 4 I f N UNITS o t � � � 3 \ UNITS e UNl - 3 ¢ 1 t 0 a t � { { "AG€ :�::::::::::::::::.:.::.. EFFLL E 4T PUWR � {" R ram► UNITS ' TA s �'�.♦ 2 r _ LOT 13 1,138,921 sq.ft. 26.15 acres POND to Cb O cc 0) LL 4TSA z 4 48I.0 UNITS 9 � .E 6'30 a LL SA 2 523� •\ 40 pROpo 203.6' 4 /S I I aR 4"to 1 LOT 10 4 \I 3 UNITS NIIA IWI c 481•D 2 \ No N 2 Q�p � \ ��roS�o S 0000 To LOT 11 \ - `� '4O MAY � •w G - - \ C FST \ \ h q/ � � �TN ferry ROq y LOT 12 D ' 7 S Date: DEC EMBER 14, 04 1 L-i P GEARING N G ALICENSED ALTERATION S RVEYOADDITION 7D A SURVEY • V a e MAP BEMNfi A UCFHsm LAND SURVEYORS SEAL IS A Plot Plan made for Scale 1 =50 & VIOLATION OF SECTION� SUB-DIVISION z OF THE P P NEW TOM STALE EDUCATION LARL- S t V V V s ,ONLY COPIES FROM THE OF THE 1 OF THIS SURVEY MARFFD WITH AN ORIGINAL E THE UND SUL E1TI . S_ 1 SEAL 91M1 BE fbN510ERm 10 BE VALE IAUE COPIES.' `°"VEYW"��"�°�°'I "WTT Hayes Construction Group ,0 WAS PREPARED RI ACCORDANCE M7N DE Land Surveyors BY THE COW PR�„�FOw LAW OR�RS AD�,m BY THE NEW YORK STATE ASSOCIAl10N OF PROFESSIONAL LAND SUtV£YORS SAID CERTFICATICNS SHALL RUN ONLY TD THE PERSON FOR WOM THE SURVEY IS PREPARED.MID ON HIS BEHALF To'HE RRE COMPANY.GOVERNMENTAL SHEEr 169 Haviland Road Queensbury, New York 12804 '"�"'C''AN L°'�E LMMNGJ "B"D Imo°" ""D Town of Queensbury, Warren County, New York � ro me ASSIGNEES of me u:NrnNG INSnTUTroN.• HAYES (518) 792-8474 New York Lie. No. 50135 N0. DATE DESCRIPTION DWG. NO. 01191-13