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2014-068 TOWN OF QUEENSBURY Fos 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140068 Date Issued: Friday, September 05, 2014 This is to certify that work requested to be done as shown by Permit Number P20140068 has been completed. Tax Map Number: 523400-227-014-0001-014-000-0000 Location: 30 PULVER Rd Owner: VINCENT J ANDRETTA III Applicant: VINCENT J ANDRETTA III This structure may be occupied as a: Boathouse By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, (DaN7901 , ' Variance, or other issues and conditions as a result of approvals by the Director of Building&Code nforcement 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: P20140068 Application Number. A20140068 Tax Map No: 523400-227-014-0001-014-000-0000 Permission is hereby granted to: VINCENT J ANDRETTA III For property located at: 30 PULVER 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: VINCENT J ANDRETTA III Boathouse $82,000.00 150 HIGH ROCKS Rd Total Value PO BOX 99 $82,000.00 GLENFORD NY 12433-0000 Contractor or Builder's Name/Address Electrical Inspection Agency TEAKWOOD BUILDIERS INC. JIM SASKO 518-857-6108 8 BUTLER P1 SARAGOTA SPRINGS NY 12866-0000 Plans&Specifications 2014-068 BOATHOUSE 1st Fir 700 sq ft; 2nd Fir 888 sq ft $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,March 28,2015 (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 Town f Que sbu A F i •y,i.1 . _, 1 28, 2014 SIGNED BY f v V \. for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes Office Use Only • - - ACCESSORY STRUCTURE APPLICATION Received: A permit must be obtained before beginning construction Tax Map ID: t=ar) 1 b 2914 PermitNo.: - a , . J . �1f k/ For any structure other than residential principal structure(house)to include, but Permit Fee: a7 its limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: _i:�._'._ - A ' 0 Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences Date ii Mita ZQ 4 Applicant Tea.,Yeta Tax Map ID It?. 14- 1-14 Address --44 Zoning $ IPRUtn'kisintn/1Z kk) 1' .r'_"_L— _,,t1,1 �G�4 J ��p Phone Sk1 &L7 1CK S owner yi'l�C.�j1(1. J. &par* ContractorfAgent ATA01 1((,t,LCt Address 30 Mat ktik2 Address 4t/E.E yRq ,NY - Phone Phene-E4til( ISASV-De A071 Y-,-)azlbLLiki' 1 Contact Person for Building&Code Compliance: ACME/. J. T(/LK/MLZSL{7ifcst Day Phone: SW-Mt Building Street Address: O MXSR lu.rrv, as f New yogic-. Subdivision Name: Lot#: Historic Site: Yes -No Estimated cost of construction: $ 2,,el, Are there any other accessory structures on property? If yes,please list: ?Mr Tht *j r Type of Construction: Check all that apply Please indicate measurements as required below 15t Floor sq.ft. 2nd Floor sq.ft. Total sq. ft. Height BoathouseBoathouse efursitimit& 7D Ateatt) 7005f(L7t&) t 8Y�6X/vWi� lI$so +/2Z-10 N s.wi Boathouse with Sundeck Deck t� .o Detached Garage(#of cars ) �{X- 64.. . ��) Dock •d L Pole Bam ��' 4-1 Porch-Open rd `v 0 1 *'Porch-3 season, Covered, Enclosed � /� Shed 1) ate) � 3��\ ei Other Accessory Structure(s) hyti ' [ Arcuir, "Considered floor area&must comply with FAR(Floor area ratio)requirements if located in the Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet - 516-761-5256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure, showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan; Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance, and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1.1.2011 (INFORMATIONAL} Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms, garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: 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-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above Print Name: IM Crlt4'_ cQvp.�f a+ tri Signature: \J) aagam Date: 3� Ly�IV E - Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 �1 Queensbury Building & Code Enforcement - Residential Final InsiectionES y n Office No. (518) 761-8256 Arrive: am/p 2,& )am/pm Date Inspection request received: Inspector's Initials: / � rt NAME: C�Q... PERMIT#: /41-o(�g LOCATION: s D P J \)car DATE: q—a -11 TYPE OF STRUCTURE: Comments: Yes No N/A_ 4" Building Number Address visible from road Chimney Height/13"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 Deck Bracing/Handicapped Ramp Compliant 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 glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: _ Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible 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 to floor I Sticker on Panel Duct work seated properly/Blower Door Test Certification Floor truss,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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door 1 door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving UgM Bulbs 50% / Final Survey Plot Plan J Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Slicker Site dPlan n Variance required Flood Plain ain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008;Revised 6/26108;Revised 12/22/10,Revised 04/13/11 Town of QueensburyBuilding & Code Enforcement r Office No. (518) 768256 _/ a� 0 Framing ! Firestopping Inspection Report Inspection request received: &(a-i(�I� Name: Inspected on: /friDvt - (�( 36 AO Location: 30 t) v-&t Rd Arrive: ' c t a.m.!p.m. Permit No.: a0 14-- r0 t2 '"_' Inspector's Initials: TYPE OF STRUCTURE: Yz�tY,•mu� Framing �\jNIA COMMENTS: cress 22"x 30"minimum Jack Studs/Headers Dan • )S 7—�p2 g1 Truss Specification Provided Bracing/Bridging � JJ Q 11 Joist hangers b LGI4< (k B t 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 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 water 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'A 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 Design Professional Sign-off,if required Framing/ Firestopping Inspection Report it I 1 N e M L K J a 3 LI II C 7 10 11 12 13 14 15 16 ANDRETTA RESIDENCE BOAT HOUSE ALTERATIONS 30 PU LVER ROAD, TOWN OF QU EENSBU RY, NY PERMIT / CONSTRUCTION SET FEBRUARY 19, 2014 TOWN OF OUEENSBURY BUILDING DEPARTMENT -fo\N OF A _V Based on our limited examination, compliance f i'� c with our comments shall not be construed as i)rp.) aCj B�.Ii�...Di9vcx�-U�' fulldic�rnplltancel wilhathes�ul dingl Codes of New York State. _ t i VIEW OF PROPOSED BOATHOUSE - F 90% 1 AFUE QIL FURNACE(a) 82% AFUE - GAS BOILER(b) 82% ABBREVIATIONS BOILER(b) 18217. SYMBOLS LEGEND _OIL I IEAT PUMP AB ANCHOR BOLT OC ON CENTER AFF ABOVE FINISHED FLOOR PLYWD PLYWOOD 1 ALL ABOVE FINISHED TREAD PSL PARALLEL STRAND LUMBER INTERIOR ELEVATION TAG (DRAWING # / SHEET #) ALT ALTERNATE PT PRESSURE PRESERVATIVE TREATED A101 I BLKG BLOCKING PTD PAINTED E BM / BMS BEAM / BEAMS R RISER/ RADIUS I B/O CJ BOTTOM OF RCP CEILINGJOISTS REIN REFLECTED CEILING PLAN REINFORCED 1 BUILDING SECTION TAG (DRAWING # / SHEET #) CL CENTERLINE RO ROUGH OPENING AtUt REFERENCE TO SIMILAR DETAIL CONDITION CLG CEILING RR ROOF RAFTERS STEEL �� DENOTES I CLR CLEAR STL SIM — CONC CONCRETE STND STAINED WALL SECTION TAG (DRAWING # / SHEET #) CONT CONTINUOUS STR STAIR A101 I DTL DETAIL T TREADS DIA DIAMETER T&G TONGUE & GROOVE /-\ SIM 1 DN DOWN TYP Till TYPICAL TRUSJOISTS (ENGINEERED FLOOR JOISTS) DETAIL�TAG (DRAWING # /SHEET #) D DWG DW DRAWING DISHWASHER T.O. TOP OF A101 EA EACH UNO UNLESS NOTED OTHERWISE EUELEV ELEVATION VG VERTICAL GRAIN �– .(•y- ELEVATION TARGET (REFERENCE ELEVATION NGVD'29) ELEC ELECTRICAL WD WOOD MBER) - Y EP ELECTRICAL PANEL MO MASONRY OPENING EXTG DOOR TAG /KEYED TO DOOR SCHEDULE EQ EQUAL NIC NOT IN CONTRACT EX EXISTING NO NUMBER lot TAG / KEYED TO WINDOW SCHEDULE FBO FURNISH BY OWNER NOM NOMINAL FIN FINISH NTS NOT TO SCALE FJ FLOOR JOISTS 1(91' 1' - SMOKE. DETECTOR - HARD WIRED TO CENTRAL STATION FILE FLOOR C FNDN FOUNDATION CARBON MONOXIDE DETECTOR -HARD WIRED TO CENTRAL STATION F/O FACE OF FPHB FROST PROOF HOSE BIB FTNG FOOTING G BATHROOM EXHAUST FAN HB HOSE BIB LEF HP HIGH POINT HT HEIGHT JT JOINT LVL LAMINATED VENEER LUMBER MIN MINIMUM ML MICROLAM (ENGINEERED LUMBER) B MOMASONRYOPENING NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE F A 1 2 1 3 0 5 0 DESIGN CRITERIA LOCATION MAP DRAWING LIST „ Sheet Number Sheet Name CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ' q A000 GENERAL `:nTg�w�$�.k�` � � ,. '^ .� yy z -r. � TITLE SHEET Vin..= ., .. [ ,#;.Yr:.x.. .,,.�.... ..h; �_�rs.z.:S:e. �,..`;s._r >hk. et'+i e.':➢e $ ri fi. N COINCIDENT HEATING CLIMATE �' r � ��. ,, �'�4'3sm �trN�`?- ,�, ;t`,.,r- ,; T a., t,-r�,=...� BH0.1 GENERAL NOTES WINTER DESIGN SUMMER DESIGN ,� €'pe�;..r �i,`e '`. COUNTY o '= DRY-BULB TEMP. DRY-BULB TEMP. WET -BULB TEMP. DEGFEE DAYS ZONE BHO 2 SITE PLAN 4... A100 PIANS WARREN -10 85 71 7635 6 p �' -. r5rri :*2�„r �,£>""s.' an.. T.7= ` BH1.1 BOATHOUSE PLANS r. r,v Y acne Hai z `�..;3t tt a A200-BUILDINGELEVATIUNS BH2.1 BOATHOUSE ELEVATIONS WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM _ A400 -DETAILS GROUND SPEED CATEGORY WEATHERING FROST DEPTH TER��tITES DECAY � 2+ N?I SNOW LOA- r `�' } r x. t.u.;ts `� rdtl eBa f BH4.1 FRAMING PART PLAN AND DETAILS ., -� x � ,I y 4 60PSF g0 B SEVERE 48' MODERATE .NONE (" ,! "c r•T r �, boats ay Geoi4e u y T7 BY COMPONENT ,j INSULATION AND FENESTRATION REQUIREMENTS Table 402.1(2) =ENESTRATION SKYLIGHT CEILING WALL FLOOR BASEMENT SLAB CRAWL SPACE U-FACTQR U -FACTOR R -VALUE R -VALUE R -VALUE WALL R -V LUE WALL '+:n R -VALUE R -VALUE ` C "'� 1' ;T + lefR`'k'k '"y -' :+,:`' #, 20 or 10 13 �.3'T °a,f 0.35 0.60 49 ` 30 15/19 10, Oft / i Y u-r•�+,-�,x f 17e ,.-.–fir 13+� 1- S } x i V e' S "u NOTES: - ren �,, w '•"'a � �x"k� t T"`.:L"- �'x�'`...m Tti L s, f��. 3}' ` s t � ' �i.,��i lc E FOR HEATED SLABSas,. 1. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -NACU S 2 FLOOR INSULATION MAY BE REDUCED TO R-19 MIN PROVIDED IT FILLS THE FRAYING CAVITY W� AQ; 3. WHERE THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED MINIMUM INSULATION, THE MINIUM REQUIRED INSULATION FOR SUCH " �`v>,' ; x v 4 i`Ni"x fi `?` x(riUllrtatlty*` 'xt ROOF/CEILING ASSEMBLIES SHALL BE R-30. THIS REDUCTION OF INSULATION F OM THEr;` REQUIREMEN TS SHALL BE LIMITED TO 500st OF CEILING AREA `;; a 3t'� I tIAi A; 4. MECHANICAL EQUIPMENT SHALL MEET THE FOLLOWING MINIMUM EFFICIENCY EQUIREMENTS: _ .t " ,Nltan•arta u;. r4 n tTa a ""?r filar�. '` i y;_,`,r r'; :* -" o },fatliFit tiff R9L 2'1nC r 3 ix C UCS, i v e-'Y�t'< fi`- +p 4'fa.c .tu"aeuln ` .;mak 4t HEATING SYSTEM TYPE .EFFICIENCY UNITS;�1;�`a�>';%F GASFURNACE 90% 1 AFUE QIL FURNACE(a) 82% AFUE - GAS BOILER(b) 82% AFUE BOILER(b) 18217. 1 AFUE . _OIL I IEAT PUMP 18.5 HSPF(c) ) u. AIR HANDLER FOR OIL FURNACE SHALL HAVE EUR-7 FOR INPUTS OVER 94,00013tu/HR, AND EUR-6 FOR INPUTS NOT EXEEDING 94,000BturfFIR U. ALL BOILERS SHALL BE PROVIDED WITH A MODULATIONG AQUASTAT OR AN ALTERNATIVE CONTROL SEQUENCE WHICH MODULATES BOILERzWATER TEMPERATURE IN RESPONSE TO OUTDOOR TEMPERATURE OR DEMAND. ALTERNATIVE CONTROL SEQUENCES SHALL BE APPROVED. } ®: HEATING SEASON PERFORMANCE FACTOR $(j 7 I 8 1 "0 10 Sheet Issue Date 02.19.2014 02.19.2014 02.19.2014 02.19.2014 02.19.2014 02.19.2014 611*42 its 2014 USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH ' RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT (S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT ba I zer +tuck architecture - pllc 468broadway saratogasprings ny p 518.580.8818 f 518.580.8824 GENERAL CONTRACTOR Andretta Residence 30 PULVER RD. KATTSKILL BAY, NY No. Description. 1 Date 1 Project number 1328 Drawn by bta Checked by bta Date 02.19.2014 Scale As indicated TITLE SHEET sheet title BH0.0 s. I L K J law lIR F E u C 0 0 1 uo- u;L•3: aAp _a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`1WITH THE SATISFACTORY COMPLETION OF THE WORK. 8) DO NOT SCALE DRAWINGS. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PRIOR TO CONSTRUCTION. 1 9) THE GENERAL CONTRACTOR SHALL. NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, CONFLICTS OR AMBIGUITIES IN AND BETWEEN THE PLANS, DRAWINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH THAT PORTION OF THE WORK. IF SUCH NOTICE IS NOT FURNISHED TO THE ARCHITECT, THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE PLANS, DRAWINGS AND SPECIFICATIONS AND HAS FOUND THEM IN PROPER FORM FOR EXECUTION. 10) EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS & REQUIREMENTS OF O.S.H.A. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: PROVIDING FOR ADEQUATE & PROPER BRACING, SAFETY RAILINGS, BARRICADES, GUARDS, SECURE FOOTINGS FOR TEMPORARY SCAFFOLDING OR STAIRS, WARNING LIGHTS & SIGNS. 11) CONTRACTOR SHALL PROVIDE ALL MATERIALS, PERFORM ALL WORK AND INSTALL ALL MATERIALS IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICE. CONTRACTOR IS RESPONSIBLE FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE TECHNIQUES F CONSTRUCTION AND FOR COORDINATION OF THE WORK OF ALL TRADES. 12) ANY DEVIATIONS FROM THE ARCHITECTS DOCUMENTS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING & DETAIL FORM FOR APPROVAL PRIOR TO COMMENCEMENT / CONTINUATION OF WORK. 13) ALL DISTURBED AREAS TO BE REPAIRED IN KIND 14) MINOR ITEMS SUCH AS PATCHING, BLOCKING, TRIM, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DOCUMENTS OR NOT. I 15) NO NOTE OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF FALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. 16) CONTRACTOR SHALL MAINTAIN THE SITE IN A SAFE, CLEAN AND ORDERLY FASHION FOR THE DURATION OF THE CONSTRUCTION PERIOD. ALL MATERIAL (CONCRETE, FILL, WOOD, ETC.,) AND CONSTRUCTION DEBRIS TO BE REMOVED SHALL BE DISPOSED OF REGULARLY ATA LEGAL OFFSITE WASTE FACILITY. 17) THE CONTRACTOR SHALL HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR ON THE SITE. 0 5 E^ 7 N 01 -GENERAL STRUCTURAL: 1) ALL MATERIALS AND CONSTRUCTION SHALL MEET THE PROVISIONS OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. 2) DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. I 3) DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS WITHOUT A REVISION DESCRIBING THAT CHANGE ISSUED BY THE ARCHITECT OR PROJECT ENGINEER 4) CONTRACTOR SHALL NOTIFY THE ARCHITECT OR PROJECT ENGINEER IN WRITING OF ALL PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR HARDWARE SHOWN ON THE DRAWINGS, AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTABLE TO THE ARCHITECT OR PROJECT ENGINEER. 7 5) THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS. NO PROVISIONS HAVE BEEN MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. ANY FAILURE TO MAKE PROPER AND ADEQUATE PROVISIONS FOR STRESSES AND STABILITY OCCURRING FROM ANY CAUSE DURING CONSTRUCTION SHALL BE THE SOLE RISK AND RESPONSIBILITY OF THE CONTRACTOR. 6) THE CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SUPPORTS, WHETHER TEMPORARY OR PERMANENT, AS REQUIRED FOR THE SAFE COMMENCEMENT OF THE WORK. TEMPORARY SUPPORTS SHALL BE MAINTAINED IN PLACE UNTIL ALL PERMANENT STRUCTURAL WORK IS INSTALLED. if 7) THE CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES. 8) INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 9) STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. THESE DRAWINGS AND SPECIFICATIONS SHALL BE REFERRED TO FOR SIZE AND LOCATION OF OPENINGS, VENTS, PIPES, INSERTS, HANGERS, ETC. � z 04 -MASONRY 1) ALL MASONRY CONSTRUCTION SHALL COMPLY WITH SPECIECATIOIV FOR MASONRY STRUCI URES, ACI 530.1-.05 / ASCE 6-05 / TMS 602-05. REPORTED BY THE MASONRY STANDARDS JOINTCOMMITTEE 2) MORTAR SHALL BE PORTLAND CEMENT TYPE'M' OR 'S'. (ASTM C270) 3) GROUT SHALL BE ASTM C470, FINE GROUT, COMP. STRENGTH OF 2500psi, 8" -10" SLUMP. 4) PROVIDE CAULKING /SEALANT AT ALL JOINTS BETWEEN MASONRY AND WINDOW/ DOOR FRAMES / CASINGS / TRIM. 10 1 11 12 06a -ROUGH CARPENTRY: 1) FRAMING LUMBER: WALL STUDS, LESS THAN 1OFT, SHALL BE SPRUCE PINE FIR (SPF) STUD GRADE OR BETTER. WALL STUDS, 1OFT OR GREATER, SHALL BE SPRUCE PINE FIR (SPF) NO. 2 OR BETTER. JOISTS AND RAFTERS SHALL BE SPRUCE PINE FIR (SPF) NO. 2 OR BETTER. ALL FRAMING SHALL BE SURFACED DRY - 19% MAXIMUM MOISTURE CONTENT. 2) ALL WOOD IN CONTACT WITH CONCRETE AND MASONRY OR EXPOSED TO THE ELEMENTS (SOIL, WATER) AND ALL WOOD FRAMING WITHIN 24" OF SOIL SHALL BE PRESERVATIVE PRESSURE TREATED LUMBER (PT): SOUTHERN PINE NO. 2. ALL LUMBER AND PLYWOOD TO BE TREATED SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS C2 (LUMBER) AND C9 (PLYWOOD) AND SHALL BE IDENTIFIED WITH THE APPROPRIATE AWPB LP QUALITY ASSURANCE MARK. 3) LAMINATED VENEER LUMBER (LVL) FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE MICROLLAM LVL BY TRUS-JOIST MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STI JESS) = 2600 PSI FV (HORIZONTAL SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 psi 4) TJI JOISTS SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN THE INTERNATIONAL CODE COUNCIL REPORT NO. ESR -1153 BY THUS JOIST. 5) TJI JOISTS, IF STORED PRIOR TO INSTALLATION, SHALL BE PROTECTED FROM THE WEATHER. THEY SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. TJI JOISTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS, AND ANY TRUSS JOIST DRAWINGS AND INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT CAUSE STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. 6) FLOOR SHEATHING: APA RATED SHEATHING, 3/4" APA RATED PANELS, TONGUE AND GROOVE, SPAN RATING AS REQUIRED TO SUPPORT SPACING INDICATED; EXPOSURE DURABILITY 1; SANDED. INSTALL LONG PANEL EDGE PERPENDICULAR TO THE SUPPORT FRAMING MEMBER. FASTEN TO FLOOR FRAMING WITH 10d RING SHANK NAILS AND SUBFLOOR ADHESIVE. NAIL SPACING 6" OC AT FLOOR DIAPHRAGM PANEL EDGES, AND ALONG BRACING LINES, AND 12" OC AT INTERMEDIATE FRAMING MEMBERS AND BLOCKING 7) ROOF SHEATHING: APA RATED SHEATHING, 5/8" APA RATED PANELS, TONGUE AND GROOVE, SPAN RATING AS REQUIRED TO SUPPORT SPACING INDICATED; EXPOSURE DURABILITY 1 8) WALL SHEATHING: APA RATED SHEATHING, 7/16" APA RATED PANELS, SPAN RATING AS REQUIRED TO SUPPOR F SPACING INDICATED; EXPOSURE DURABILITY 1 9) ALL LIGHT GAGE METAL CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. INSTALL CONNECTORS IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS. 10) PLACE HORIZONTAL MEMBERS CROWN SIDE UP 11) CONSTRUCT LOAD BEARING FRAMING AND CURB MEMBERS FULL LENGTH WITHOUT SPLICES. 12) NO SPLIT OR WARPED. LUMBER WILL BE ACCEPTABLE FOR ANY CONSTRUCTION PURPOSE. 13) ALL DIMENSIONS SHOWN ON DRAWINGS ARE ACTUAL STUD -STUD DIMENSIONS U.N.O. .ALL NAILING SHALL CONFORM TO STANDARD SCHEDULE IN THE MANUAL OF THE N.Y.S. BUILDING CONSTRUCTION CODE AND AS PER METAL CONNECTOR MANUFACTURERS' RECOMMENDATIONS. 14) GALVANIZE ALL HARDWARE AND FASTENERS EXPOSED TO WEATHER. 13 114 15 16 07a - THERMAL PERFORMANCE / ENERQy CONCERVATION 1) THE CONSTRUCTION OF THIS BUILDING SHALL CONFORM TO THE CURRENT EDITION OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 2) VALUES SHOWN ON THE DESIGN CRI FERIA TABLE ON SHEET A000 ARE MINIMUM REQUREMENTS. 3) THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING SHAL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL: ALL JOINTS, SEAMS AND PENETRATIONS; OPENINGS BETWEEN WINDOW AND. DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING; UTILITY PENETRATIONS; DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE; KNEE WALLS; WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES; BEHIND BATHTUBS AND SHOWERS ON EXTERIOR WALLS; ATTIC OPENINGS; RIM JOIST JUNCTIONS; SILL PLATES AND HEADERS. 4) FOAM PLASTIC SHALL BE PERMITTED TO BE SPRAY APPLIED TO A SILL PLATE, HEADER, AND RIM JOISTS WITHOUT THE THERMAL BARRIER AS SPECIFIED IN THE RESIDENTIAL CODE OF NEW YORK STATE, SECTION 314.4 SUBJECT TO ALL OF THE FOLLOWING: • MAXIMUM THICKNESS OF THE FAOM PLASTIC SHALL BE 3-1/4 INCHES • DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 TO 2.0 POUNDS PER CUBIC FOOT • FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN ACCOMPANYING SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84 5) AIR SEALING AND INSULATION. BUILDING ENVELOPE AIR TIGHTNESS ANDINSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH EITHER: • TESTING OPTION: TESTED AIR LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR (ACH) WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 1.OPSF AS VERIFIED USING INSTRUMENTS AND PROCEDURES SPECIFIED IN ASHREA/ASTM E779. THE TEST SHALL BE CONDUCTED BY A QUALIFIED PERSON, WHO SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE CODE ENFORCEMENT OFFICIEAL FOR THE CONDUCT OF SUCH TESTS. TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, INCLUDING PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL, VENTILATION AND COMBUSTION APPLIANCES. • VISUAL INSPECTION OPTION: BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE IFEMS LISTED IN TABLE 402.4.2, APPLICABLE TO THE METHOD OF CONSTRUCTION, ARE FIELD VERIFIED. WHERE REQUIRED BY THE CODE ENFORCEMENT OFFICIAL, AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE INSULATION SHALL INSPECT THE AIR BARRIER AND INSULATION 07a - THERMAL PERFORMANCE / ENERGY CONCERVATION (Continued) 6) RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES, ALL RECESSED LUMINAIRES SHALL BE IC -RATED AND LABLED AS MEETING ASIM E 283 WHEN TESTED AT 1.57 PER PRESSURE DIFFERENTIAL WITH NO MORE THAN 2.0 CFM OF AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LIMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND TE INTERIOR WALL OR CEILING COVERING. 7) CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN ZONES 5 AND 6 FOR ALL ABOVE GTRADE FRAMED WALLS, AND FLOORS AND CEILINGS WHERE THE FRAMED CAVITY IS NOT VENTILATED TO ALLOW MOISTURE TO ESCAPE. EXCEPTIONS: 1. BASEMENT WALLS 2. BELOW -GRADE PORTION OF ANY WALL 3. CONSTRUCTION WHERE MOSTURE OR ITS FREESING WILL NOT DAMAGE THE MATERIALS. CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE THE FOLLOWING CONDITIONS ARE MET: VENTED CLADDING OVER FIRBERBOARD or VENTED CLADDING OVER GYPSUM or INSULATED SHEATHING WITH R -VALUE > 7.5 OVER 2X4 WALL or INSULATED SHEATHING WITH R -VALUE > 11.25 OVER 2X6 WALL NOTE: SPRAY FOAM INSULATION WITH A MINIMUM DENSITY OF 2lbs/ft APPLIED TO THE INTERIOR CAVITY SIDE OF OSB PLYWOOD FIBERBOARD INSULATING SHEATHING OR GYPSUM IS DEEMED TO MEET s 06d -TIMBER FRAMING 1) THE TYPE AND SIZE OF JOINERY WORK DETAILED ON THE DRAWINGS IS INTENDED TO DEFINE THE RELATIONSHIP OF THE FRAMED MEMBERS AND SHOW A FEASIBLE METHOD OF CONNECTION. ALTERNATE DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE GRANTED.HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. THE TIMBER FRAME CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE FURTHER DETAILING OR CLARIFICATION IS REQUIRED TO PROPERLY COMPLETE THE WORK. 2) THE TIMBER FRAME CONTRACTOR IS FREE TO USE ANY JIG, POWER TOOL, OR OTHER AID TO CUT JOINTS AS LONG AS THE WORK IS DONE IN A CRAFTSMANLIKE MANNER AND THE FINISHED WORK SHOWS NO MARKS INAPPROPRIATE TO A TRADITIONAL TIMBER. FRAMED BUILDING. JOINTS SHALL BE HAND PARED WITH CHISEL OR PLANED TO EXACT SIZE. JOINERY SHALL NOT BE MODIFIED IN THE INSULATING SHEATHING REQUIREMENT WHERE THE SPRAY FOAM R -VALUE MEETS OR EXCEEDS THE SPECIFIED INSULATING SHEATHING R -VALUE. 15 -MECHANICAL/ HVAC: -1) THF GENERAL CONTRACTOR SHALL BE RESPONSABLE FOR PROVIDING DESIGN AND LAYOUT OF THE HVAC SYTEM FOR THE ARCHITECTS APPROVAL 2) PROVIDE -A ZONED HEATING AND AIR CONDITION SYSTEM TO SERVE ALLAREAS OF THE HOUSE. HEAJI)aVG AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL J OR SIMILAR SECTION OF THE RESIDENTIAL CODE OF NEW YORK STATE. 3) HVACC CONTRACTOR SHALL PROVIDE LOW VOLTAGE CONTROLS 4) HVAC CONTRACTOR SHALL PROVIDE AND DUCT IN-LINE EXHAUST FAN FOR EACH BATHROOM 5)HVAC CONTRACTOR SHALL PROVIDE VENT FOR CLOTHES DRYER(S) TO LOCATIONS APPROVED BY ANY WAY FOR THE CONVENIENCE OF USING A PARTICULAR POWER TOOL, JIG, OR OTHER DEVISE. ARCHITECT ItR If s.. 3) THE ENGINEER RESERVES THE RIGHT TO REJECT ANY COMPONENT HAVING POORLY FASHIONED 6) HVAC CONTRACTOR SHALL INSTALL KITCHEN EXHAUST FAN, DUCTORKAND TERMINATION TO 1DETTE_L WIRE PER JOINTS WEAKENED BY KNOTS OR DEFECTS, OR ANY OTHER WORK NOT DONE IN A CRAFTSMANLIKE LOCATION SHOWN ON DRAWINGS 5z3, eh�ss B-2 eeAiiN6 MANNER. 7) ALL NEW MECHANICAL PIPING/DUCTWORK DESIGN, EQUIPMENTAND INSTALLATIONS SHALL 4) NO FINISHED PIECE SHALL HAVE BEEN PATCHED, GLUED, NAILED OR OTHERWISE REPAIRED, COMPLY WITH THE BUILDING AND/OR RESIDENTIAL AND/OR MECHANICAL AND/OR FUEL GAS CODE UNLESS SPECIFIED, WHERE SUCH WORK WILL BE SEEN IN THE ASSEMBLED FRAME, OR WHERE OF NEW YORK STATE, ALL LOCAL CODES AND ALL APPLICABLE N.F.P.A. , ASTRAL AND SMACNA 05 -STRUCTURAL STEEL : 1) THE STRUCTURAL STEEL FRAMING AND DETAILING SHALL CONFORM �O THE REQUIREMENTS OF THE A.LSC. SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. 2) ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: ROLLED STEEL PLATES: ASTM A 36. ROLLED STEEL SHAPES: ASTM /Y 992, GRADE 50 TUBULAR STEEL: ASTM A 500, GRADE B. STEEL PIPE: ASTM A 501 OR A 53, TYPE E OR S, GRADE B. i ELECTRODES: E70 SERIES. BOLTS: PER DRAWING DETAILS. SHOP PAINTING: FABRICATORS STANDARD RUST -INHIBITIVE PRIMER SURFACE PREPARATION - SSPC SP -3 FOR INTERIOR STEEL TO RECEIVE STANDARD PRIMER; SSPC SP -6 FOR STEEL TO RECEIVE HOT DIPPED GALVANIZED FINISH. BELOW GRADE COATING: COAL TAR EPDXY, TNEMEC 4fiH-4130R CCEPTED EQUIVALENT. 3) ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4° DIAMETER A.S.T.M. +- A-325 AND MEET A.I.S.C. SPECIFICATIONS. WELDS TO BE E-7018 ( LOW HYDROGEN ELECTRODES) AND MEETA.I.S.C. SPECIFICATIONS. 1i 4) ALL WELDING TO BE DONE BY LICENSED WELDERS. 5) ALL S FEEL DETAILS SHALL BE DESIGNATED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. 6) ALL END CONNECTIONS SHALL BE FULL STRENGTH CONNECTIONS CAPABLE OF RESISTING THE MAXIMUM UNIFORM LOAD ON THE SPECIFIC BEAM AND SPAN. .(j1 7) SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE FIREPROOFED, FIELD WELDED OR IN CONTACT WITH CONCRETE. PRIMER; TNEMEC SERIES FM88 RED OXIDE OR APPORVED EQUIVALENT. 8) WHERE INDICATED, STRUCTURAL STEEL MEMBERS ARE TO BE GALVANIZED IN ACCORDANCE WITH ASTM A 123. PROVIDE MINIMUM 1.250Z/SQ FT GALVANIZED COATING, TOUCH-UP PRIMER FOR GALVANIZED SURFACES: TNEMEC SERIES 37, ZINC RICH OR APPROVED EQUIVALENT 9) THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING ALL FOAMING AND CONNECTIONS FOR APPROVAL BY THE ARCHITECT PRIOR TO FABRICATION. I 10) VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BEGINNING WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS. 11) ALLOW FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY B CING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 12) DO NOT FIELD CUT OR ALTER STUCTURAL MEMBERS WI THOUTAPPROVAL OF ARCHITECT/ENGINEER 13) EREOOFION TOLERANCES: MAXIMUM VARIATION FROM PLUMB: 1/4 INCH PER STORY NON -CUMULATIVE. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1141NCH I 7 1 8 9 SUCH WORK WILL COMPROMISE THE STRUCTURAL INTEGRITY OF THE ASSEMBLED TIMBER FRAME. STANDARDS. 5) MORTISE AND TENON JOINTS SHALL BE CUT SO THAT. THERE IS A MINIMUM. OF 1/4" CLEARANCE 8) PROVIDE FIRE -DAMPERS IN ALL DUC1 WORK WHERE PENETRATING NEW AND/ OR EXISTING BETWEEN THE TENON END AND THE BACK OF THE MORTISE TO ALLOW FOR SHRINKAGE ON ,RATED WALLS/ PARTITIONS/ SEPARATIONS AND AS REQUIRED BY CODE. THROUGH MORTISES, THE TENON SHALL BE 1/4 SHORTER THAN THE MORTISE. -FOR TENONS LONGER THAN 4", THE TENON SHALL BE SHORTENED PROPORTIONATELY TO ALLOW FOR 9) ALL DUCTS, AIR HANDLERS, FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE INCREASED SHRINKAGE SEALED.. JOINTS AND SEAMS SHALL COMPLY WITH SECTION M1601.3.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE. DUCT TIGHTNESS SHALL BE VERIFIED BY EITHER OF THE FOLLOWING: 6) ALL TENONS, EXCEPT THROUGH TENONS, SHALL BE TAPERED FROM-BASETO TIP ON ALL NOW • POST CONSTRUCTION TEST: LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL TO 8cfm BEARING SIDES APPROXIMATELY 1116'.' --ALL TENONS SHALL HAVE A 1/4" CHAMFER ON ALL END PER 100sf OF CONDITIONED FLOOR AREA OR A TOTAL LEAKAGE LESS THAN OR EQUAL TO 12cfm GRAIN EDGES; NO. CHAMFERING IS PERMITTED ON SIDE EDGES. - PER 100sf OF CONDITIONED FLOOR AREA WHEN TESTED AT APRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. ACROSS THE ENTIRE SYS rEM, INCLUDING THE MANUFACTURER'S AIR HANDLER 7) ALL JOINERY SHALL BE ACCURATELY CUT SO AS TO MAKE A NEAT AND SNUG FIT. ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. • ROUGH -IN TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 6cfm PER 100sf OF CONDITIONED FLOOR AREA WHEN TIES FED ATA PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. 8) THE HALVED FACES OF SCARFS AND THE HOUSING OF SHOULDERED MORTISES SHALL BE ACROSS THE ROUGHED IN SYSTEM, INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. HOLLOWED OUT IN AN AMOUNT REQUIRED TO CREATE FULL BEARING ONCE THE MEMBER HAS ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. IF THE AIR REACHED EQUILIBRIUM WITH THE MOISTURE CONTENT OF THE ATMOSPHERE IN THE FINISHED HANDLER IS NOT INSTALLED AT THE TIME OF THE TEST, TOTAL LEAKAGE SHALL BE LESS THAN OR BUILDING. EQUAL TO 4cfm PER I00sf OF CONDITIONED FLOOR AREA. 9) EXAMINE AND VERIFY THE ACCURACY OF FOUNDATION CONDITIONS AND BEARING SUPPORTS 10) BUILDING FRAMING CAVITIES SHALL NOT BE USED AS SUPPLY DUCTS. UNDER WHICH THE TIMBER. WORK SHALL BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL ' ALL UNSATISFACTORY CONDITIONS ARE CORRECTED ,' III 11) OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING I10)ERECTTIMBERFRAMINSTRUEANDPLUMB. SET MEMBERS ACCURATELY TO LINES AND ELEVATIONS INDICATED ON THE DRAWINGS. THE ASSEMBLED TIMBER FRAME SHALL BE REASONABLY STRAIGHT, PLUMB, LEVEL, AND SQUARE'.'ALL JOINTS SHALL BE REASONABLY TIGHT. 16 -ELECTRICAL: ' .. 1 t) ALL JOINTS THAT REQUIRE PEGGING SHALL HAVE PEGS DRIVEN UNTIL SNUG OR FLUSH. PEGS 1) ALL ELECTRICAL WORK, MATERIALS AND METHODS OF INSTALLATION SHALL BE IN STRICT SHALL PROTRUDE 1 2 INCHES ON BOTH SIDES OF TIMBER EXCEPT WHERE THEY SHOULD BE FLUSH AS CONFORMANCE WITH THE REQMTS OF THE BUILDING AND/OR RESIDENTIAL CODE OF NEW YORK DIRECTED. BROKEN PEGS SHALL BE REMOVED AND REPLACED. PEGS WITH MUSHROOMED HEADS STATE,. THE NATIONAL ELECTRIC CODE (N.EC.), N.F.P.A., THE FIRE INSURANCE RATING SHALL BE CUTOFF BELOW THE DEFORMED PORTION. " ORGANIZATION HAVING JURISDICTION, ALL LOCAL CODES AND ANY/ALL REGULATIONS OF THE ` IO LOCAL UTILITY COMPANY. ALL MATERIALS AND EQUIPMENT SHALL BEAR THE LABEL OR APPROVAL 12) PEG HOLES ON TENONS SHALL BE OFFSET FROM THOSE IN THE MORTISE (DRAWBORED) THAT ` OF THE UNDERWRITERS LABORATORIES INC. UNDERWRITERS CERTIFICATION SHALL BE BY DRIVING A TAPERED PEG THROUGH THE OFFSET HOLES, THE JOINT WILL BE DRAWN TIGHTLY DELIVERED TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. TOGETHER (DRAWPINNED). FOR TENONS 5 INCHES OR LESS IN LENGTH, THE AMOUNT OF OFFSET ON THE TENON SHALL BE 1/8" FOR ONE INCH AND SMALLER PEGS. 2) THE CONTRACTOR SHALL PROVIDE/ INSTALL NEW U.L. APPROVED SMOKE/ HEAT DETECTORS ' AS REQUIRED BY CODE. NEW DETECTORS AS INDICATED ON THE DRAWINGS SHALL BE'HARD- 13) PEG HOLES SHALL BE BORED THROUGH UNLESS OTHERWISE INDICATED ON THE DRAWINGS, IN WIRED' INTO THE ELECTRICAL SYSTEM (120 V SUPPLY) WITH BATTERY BACK-UPS. SUCH AWAY THAT THE EDGES OF THE HOLE -ON-THE FINISHED SURFACEARE NEAT AND CLEAN. ALL HOLES SHALL BE LAID OU T AND BORED FROM THE LAYOUT FACE OR THAT FACE NEAREST THE 3) THE ELECTRICAL CONTRACTOR SHALL, IF APPLICABLE, VERIFY BEFORE CONSTRUCTION THE MORTISE. UNLESS OTHERWISE INDICATED, ALL PEG HOLES SHALL BE PERPENDICULAR TO THE FACE SPACE REQUIRED. FOR NEW METER INSTALLATION 14) IF PENCIL, INK, OR MARKER IS USED FOR LAYOUT THESE SHALL NOTE VISIBLE ON THE I 4) PROVIDE G.F.I. PROTECTED OUTLETS AT ALL "WET" AREAS AS PER CODE. ASSEMBLED FRAMEWORK, ALL IDENTIFICATION TAGS USED FOR ASSISTANCE IN ASSEMBLY SHALL BE REMOVED UPON ERECTION OF THE COMPLETED FRAME. "'I 5) ALL NEW INTERIOR AND EXTERIOR LIGHTING FIXTURE TYPES/STYLES SHALL BE AS SELECTED BY OWNER CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATIONS/NUMBER OF ALL NEW - 15 SPECIAL CARE SHALL BETAKEN TO AVOID DAMAGE TO THE TIMBER FRAMEWORK DURING FIXTURES. ERECTION AND ALIGNMENT OPERATIONS. TOOLS USED TO DRIVE OR PULL JOINTS TOGETHER SHALL NOT PERMANENTLY MAR THE FINISHED SURFACES OF THE TIMBER L` 6) CONTRACTOR TO COORDINATE WITH OWNER FOR TYPES/LOCATIONS OF ALL NEW AND FINISHES OF ASSEMBLED FRAMEWORK SWITCHES/OUTLETS ETC. ALL NEW INSTALLATIONS MUST MEET MINIMUM CODE REQUIREMENTS. 16) REPAIR DAMAGED SURFACES AFTER COMPLETION ERECTION AND ALIGNMENT WORK. OF m 15 16 USE OF ARCHITECTS DOCUMENTS THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT (S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT Balzer+tuck architecture - pllc 468 broadway saratoga springs ny p 518.580.8818 f 518.580.8824 GENERAL CONTRACTOR: Andretta Residence 30 PULVER RD. KATTSKILL BAY, NY No. Description Date Project number 1328 Drawn by BRB Checked by MJT Date 02.19.2014 Scale 12" = V-0" GENERAL NOTES sheet title BH0.1 sheet no. 3/12!2014 85710 AM N L 769 J W F E D C NO 1 12 13 4 15 6 1 2 1 3 FHESE DOCUMENTS ILLUSTRATE SCOPE OF WORK FOR ALTERATIONS TO THE EXISTING BOATHOUSE STRUCTURE ONLY. ADDITIONAL WORK PROPOSED FOR THIS PARCEL TO BE UNDER SEPARATE CONTRACT. ANTICIPATED ADDITIONAL WORKSCOPE IS LIMITED TO THE FOLLOWING: PROPOSED ALTRATIONS TO EXISTING RESIDENCE LIMITED TO: • NEW ROOF SHINGLES & FASCIA • REPLACEMENT WINDOWS • NEW SIDING • DECORATIVE ELEMENTS PROPOSED ALTERATIONS TO EXISTING SITE IMPROVEMENTS LIMITIED TO: • NEW WOOD DECKAT EXISTING STONE TERRACE LOCATION (EXISTING STONE TERRACE TO REMAIN) • REPLACEMENT OF EXISTING NON -PERVIOUS DRIVE WITH SEMI- PERMIABLE PAVERS (WITHIN 50' SHORELINE SETBACK) RECONFIGURATION OF EXISTING DRIVE (BEYOND 50' SHORELINE SETBACK • NEW LANDSCAPE PLANTINGS AT EXISTING PLANTING BEDS AND EXISTING LAWN AREAS REGULATORY NOTES: 1. ANY NEW HARD SURFACES WITHIN THE 50' SHORLINE SETBACK (HATCHED AREA ON PLAN) WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE TOWN OF QUEENSBURY PLANNING DEPARTMENT. EXISTING HARD OR IMPERVIOUS SURFACES WITHIN THIS AREA MAY BE REPLACED WITHOUT PLANNING BOARD REVIEW 2. ANY INCREASE IN NON -PERVIOUS AREA BEYOND 1,000sf ON PARCELS LOCATED WITHIN THE LAKE GEORGE WATER SHED DISTRICT WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE TOWN OF QUEENSBURY PLANNING DEPARTMENT 3. PERMIABLE PAVING SYSTEM INSTALLED IN A MANNER APPROVED BY THE TOWN OF QUEENSBURY MAY BE COUNTED AS A 50% AREA COVERAGE FOR THE PURPOSES OF QUANTIFYING IMPERVIOUS SURFACES 4. ANY EXPANSION OF NON -CONFORMING STRUCTURES BEYOND THE HIGH WATER LINE WILL REQUIRE APPROVAL OF THE LAKE GEORGE PARK COMMISSION AND THE ADIRONDACK PARKAGENCY. REFER TO LANDSCAPE DRAWINGS FOR SITE RELATED SCOPE OF WORK \ EXTG CARPET AND DECKING TO BE REMOVED PROVIDE NEW COMPOSITE DECK SURFACE EXTG DOCK e 0 M 5 EXTG CARPET AND DECKING TO BE REMOVED PROVIDE NEW COMPOSITE DECK SURFACE 101 EX Ir� _ I C I OI ml r- I ZI M1 7 10 11 PHOJECT SCOPE OF WORK LIMITS 8 9 PROPOSED WO LIMITED TO REF AT EXISTING LC MEAN HEIGH W (ALONG EXTG E 12 O _ 13 I \ 3 S6d-3 S -32 W 14 15 PERMIT P 4? t r r1 nl^ \ I HAVE PER9CNAR FROM T'1E ' OPERTti 3 3) TRUCTUFy (S " p PO �, 1 Alt � 10 11 12 13 14 15 16 16 USE OF ARCHITECTS DOCUMENTS THESE DOCUMENTS PREPARED BY THE ARCHITECTARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT (S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT balzer+tuck architecture - pllc 468 Broadway Saratoga springs ny p 518.580.8818 f 518.580.8824 GENERAL CONTRACTOR Andretta Residence 30 PULVER RD. KATTSKILL BAY, NY No. Description Date Project number 1328 Drawn by BRB Checked by MJT Date 02.19.2014 Scale 1" = 10'-0" SITE PLAN sheet title BH0.2 sheet no. 3/12/2014 8:57:12 AM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I 16 N M L K J S HATCHED AREA DENOTES MINIMUM ICE AND WATER PROTECTION BH21 BH2.1 -FROM EAVE TOA POINT 2'-0" INSIDE OF EXTERIOR WALL LINE - 5 5 — — BH2.1 — — - 10'-0 ----- — 101__ 01 - — - - — - — - — - -- ------------------ ------------------- BH BH4.1 -------- _____` __ r 12 0" 23* N 1 M n 3 1 22X RIM BOARD �•• -- -�i °5 �-i moi_ ---- - �'_ � �� I< — Z I f/l ] I —. -. t..,_. .__--I _-_ —_- _- _ �_ I w !11 a •� •..; t sag � bt�' � r •�°�" '� Si ?ztt?f-". BH4.1 1 NEW 8X10TI1.ABERBEAMt.\ — ' - — — - — - — - L LEN _ -_� -._. - � I 5' - 11 7/8"_ _- 3. _ 2.. 2' - 101/E ,. II BH03 I 0011 I' I _. —. - —_ -.. __ - _ — '., s r r; '�'^ v€.. ,.p .1 x, Ott• '8 :J] W 57< 0 DASH LINE OF EXTER]OR O I u' 0 D -- _. --- ._ D I `c . ? � -. •..- r,_ _ x+, -.. 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THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT ba I zer + tuck architecture . pllc 468 broadway saratoga springs ny p 518.580.8818 1518.580.8824 GENERAL CONTRACTOR Andretta Residence 30 PULVER RD. KATTSKILL BAY, NY No. -6--- Project Project number 1328 Drawn by MT Checked by MT Date 02.19.2014 Scale 1/4" = V-0" BOATHOUSE PLANS sheet title BH1.1 sheet no. 311212014 8:5]:16 AM m L K 11 2 3 0 V- 9 1!2" u CAP FLASHING - 8X10 TIMBER BEAM _ SEE DETAILS ON N - SHEET BH4.1 N - 2X10 TIMBER BD I o 0 o FREZE BD a 2X TIMBER PILASTER n' 5X TIMBER BRACE 1/2.. 41/2 -- - CEDAR BEVEL SIDING io 101/4" 61/8" T-4318' 11/2" 7" EXPOSURE - 1„ M i CAP STONE/SILL 2" RN TO MATCH MAIN I HOUSE v 7 1/2" 6 1/2" Andretta \ 34x49]5 1 I S SL ;^ x49.] C. H -F 34x4975„. F -F 34x49 ]5 �, CASEMENT CASEMENT"' 5 1/2" 5 1/2" 7E '4 t 6 1/2" F-1 El -1" 1 2'-0 1 FIN PIER a KNEE BRACE PROFILE 9 KNEE BRACE ELEVATION BH2A 3/4"-T-0 " BH2.1 3/4" = 1'-0" ATTIC VENT BAFFEL AT EA. J TRUSS BAY [2]2X6 + 1/2" PLYWD FLITCH (MIN) WINDOW HEADER, TYPICAL,U.N.O. ii 'yam ALUM. DRIP EDGE -----_ / _ f i � SEALANT'T- 1X6 ALUM. WRAPPED FASCIA �� w FI - 3/4 5/8` QUARTER ROUND, D. FIR.m UL E&C V GROVE D.FIR SOFFIT 1 DECORATIVE TIMBER SOFFIT BLOCK, W. PINE _ W. PINE 1X FLAT BOARD, FINISH TO MATCH TIMBER zi111 COR -A -VENT SOFFIT VENT = _ S-400, BLACK G 5/4 W. PINE. FREEZE BD. PROVIDE SIMULATED TIMBER JOINT CONNECTION TO PORCH TIMBER 10 TYPICAL SOFFIT DETAIL BH2.1 1 1/2" = 1'-0" .6 1 BLK'G AS REQ'D EXTG SCISSOR F TRUSS, V.I.F. CAP FLASHING DOUG FIR SOFFIT W.PINETIMBER TRUSS(GABLE) _ B 6 E BH2.1 I DOUG FIR BEAD North BOARD SOFFIT I 5'- 6 5/8" 11-81, BH2.1 1 /4" - 1'-0" 51/2" 51/2" 6'- 0 5/8" INEW ROOF SHINGLES AND 3„ d- UNDERLAYMENTOVER —T-� EXISTING SHEATHING. � I _ T&G DECKING OVER `° `D 36"HIGH GUARD RAIL ALUMINUM FASCIA, D 2X PT SLEEPERS ON rrrT 5/8" CHARCOAL GRAY = 3 EPDM MEMBRAINE OVER _ 1 3/4" PLYWD SUBFLOOR ON DECORATIVE RAFTER TAIL, +� SHAPED 2X8 FJ @ 16" O.C. W. PINE, STAIN & POLY — I —(-Ik SECOND FLOOR TIMBER POST _ N IJ EL: 6 - E&C V -GROVE T&G MAHOGANY SIDING `Ot III 5" EXPOSURE. COLOR: TBD - - - -- N �— C MAHOGANY CAP 1'-8" RED CEDAR LAP eBH2 T- 10 1/2" ! 5'-31/2.. 6" SIDING: COLOR TBD _ SECOND FLOOR EL. &-1" DOUG FIR SOFFIT Ae EXTG [4]2X12 FLUSH 8" WESTERN RED CEDAR BEVEL SIDING BEAM� a - CLEAR V.G. HEART - 6 1/2" MIN, EXPOSURE W. PINE TIMBER BRACKET B -.i STAIN & POLY THIN -SAWN STONE VENEER (MATCH MAIN HOUSE) v DOCK LEVEL _ _ �\ DOCK LEVEL EL: -3'-91/2" v EL:4-91/2" A 5 WALL SECTION AT PORCH 4 South BH2.1 3!8" = 1'-0" BH2.1 1 1/411-11-0` 1 1 2 3 4 i r 5 6 7 8 9 10 +/- 4 7/8"-- 1' - 5" 2 1/2" 4" 10 1/4" 8 1/8" 1 5 1/2" 1 3" j 5 1/2" 4'- 4 5/8" T 6 GABLE TIMBER DETAIL BH2.1 V - 1'-0" !4x' 525 34x3525 34x49 ]5 6X80 EMENT CASEMENT CASEMENT i \GOON 1 IMAM GANF t ECC I / GOGH@MA HOUSE) [ BH04 9 BH2.1 AU/ + 32.5x38 '325x38 CASEMENT CASEMENT 5 1 6 1 7 1 8 9 11 12 13 14 15 16 REFER TO DETF FOR ADDITIONP INFORMATION 7 PART ELEVATION AT GABLE TIMBER BH21 1" = T-0" 109 Mimi um' � �m r000nni�n II1.I 111111 IIIIL:I':I 1:61 1111111'LII 2 41/2 12,_0" . T West BH2.1 1/4" = V-0" 7 BH2.1 Andretta \ 34x49]5 1 I S SL ;^ x49.] C. 34x4975„. X34 49 75 34x49 ]5 �, CASEMENT CASEMENT"' s aO, oR 7E '4 t {M. rP ., k 109 Mimi um' � �m r000nni�n II1.I 111111 IIIIL:I':I 1:61 1111111'LII 2 41/2 12,_0" . T West BH2.1 1/4" = V-0" 7 BH2.1 2 41/2" 1'-101/2" L � ✓�r(II II EL: 0' - 10 3 East 1/4" - 1'-0" 11 12 13 Andretta \ 34x49]5 1 I S SL ;^ x49.] C. 34x4975„. ASEMEN ¢ CASEMENT a? w i 30 PULVER RD. 2 41/2" 1'-101/2" L � ✓�r(II II EL: 0' - 10 3 East 1/4" - 1'-0" 11 12 13 14 NEW TIMBER FRAMED TO SUPPORT EXISTING ROOF OVER OPEN PORCH. SEE DETAILS NEW 36" HIGH GUARDRAIL AND ALUM. PICKETS TREX COMPOST SYSTEM OR APP'D EQ. (PROVIDE LESS THAN 4" CLEAR OPENING) NEW TREX ALUMINUM HANDRAIL SYSTEM, COLOR BLACK - NEW TIMBER FRAMED STAIR STRINGERS, TREADS AND RISERS AT EXISTING STAIR LOCATION PROVIDE LANDING AT TOP DOOR AND 4X4 POSTS FOR SUPPORT OF TREX RAIL SYSTEM. STAIN TO MATCH DECK TIMBERS USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT (S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT baizer+tuck architecture • pllc 468 broadway Saratoga springs ny p 518.580.8818 1 518.580.8824 GENERAL CONTRACTOR: 6-V Andretta \ 34x49]5 1 I 34x4475 CASEMENT CASEMENT 14 NEW TIMBER FRAMED TO SUPPORT EXISTING ROOF OVER OPEN PORCH. SEE DETAILS NEW 36" HIGH GUARDRAIL AND ALUM. PICKETS TREX COMPOST SYSTEM OR APP'D EQ. (PROVIDE LESS THAN 4" CLEAR OPENING) NEW TREX ALUMINUM HANDRAIL SYSTEM, COLOR BLACK - NEW TIMBER FRAMED STAIR STRINGERS, TREADS AND RISERS AT EXISTING STAIR LOCATION PROVIDE LANDING AT TOP DOOR AND 4X4 POSTS FOR SUPPORT OF TREX RAIL SYSTEM. STAIN TO MATCH DECK TIMBERS USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT (S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT baizer+tuck architecture • pllc 468 broadway Saratoga springs ny p 518.580.8818 1 518.580.8824 GENERAL CONTRACTOR: 6-V Andretta 1 I Residence 30 PULVER RD. KATTSKILL BAY, NY oR �7Q�Y r a No. Description Date EVEL t 9 1/2" �, W Project number 1328 Drawn by MT I Checked by MT Date 02.19.2014 SECONDFLOOR EL: 6' - 1" Scale As indicated `.,��F�i�3�t1�� . 3 ` g. '' LL BOATHOUSE - - ELEVATIONS sheet title DOCK LEVEL L� \J BH2.1 sheet no. 15 16 3/12/2014 8:58:37 AM L J 1 2 3 4 5 POCKET WALL AND BEAR ON 2X JACK STUDS INSTALLED TIGHT TO BOTTOM OF 6x10 BRACKET BEAMS. f I I I uJ to 8X12 OU Q )r FULL HEIGHT KING STUDS ANCHORED TO 6x10 BRACKET LU TRUSS BEAMS WITH [4] FASTENMASTER HEAVY DUTY FLATHEAD Co 3X8 TIE BEAM FASTENERS (6- LENGTH). STITCH NAIL TO 2X JACK STUDS m TRUSS WITH [2] ROWS 16d COMMON NAILS AT 6" O.C.-TYPICAL. RAFTER TIMBER BRACKET AT PORCH - PLAN SECOND FLOOR EL: 6'-1" o +1 [4] FASTENMASTER HEADLOK FASTENERS (o" LENGTH) AT KING STUD -TYPICAL D TIMBER BRACKET AT PORCH - TYPICAL SECTION NOTCH 6x10 FOR STUD WALL PLATE, ANCHOR TO WALL PLATE WITH [4] FASTENMASTER HEAD LOK FASTENERS (6" LENGTH). TENON & PEG TIMBER BRACKET POST & BEAM WITH 1 1/2" x 4" TENON AND 3/4" PEG B TIMBER BRACKET DETAILS AT PORCH SCALE: 1/2" =1'-0' Donald W. Montgomery,PE Consulting Structural Engineer 29 Longwood Drive\. Voice: (518) 383-0457 Clifton Palk, NY 12985 Emal: dwmpllc@aol.wm u ANDRETTA BOATHOUSE KATTSKILL BAY, NY 02%15/2014 CORATIVE TIMBER POST.. EAM BRACKET. E ARCHITECTURAL DETAILS. (V E DECORATIVE TIMBER BRACKET PLAN -AT SIDE WALL Drawn by NOTCH 8x10 FOR STUD WALL TOP PLATE. ANCHOR WITH ANCHOR TO 2x8 BLOCKING FULL HEIGHT KING STUD EACH SIDE OF [4] FASTENMASTER HEADLOK FASTENERS (6" LENGTH) 8x10 TIMBER BRACKET BEAM. STITCH NAIL \ "nUrP'Lla TO 2X JACK STUD WITH 16d COMMON NAILS \ [4] FASTENMASTER HEADLOK FASTENERS (4" LENGTH) AT 6" O.C. -TYPICAL. [41 FASTENMASTER HEADLOK 2X JACK STUD (MATCH WIDTH OF 8x10 TIMBER BRACKET BEAM) INSTALLED TIGHT F TO BOTTOM OF 8x1 O TIMBER BRACKET BEAM D [21 ROWS FASTENMASTER HEADLOK HEAVY DUTY FLATHEAD FASTENERS (6" LENGTH) AT 6" O.C. NOTCH 6x10 FOR STUD WALL PLATE, ANCHOR TO WALL PLATE WITH [4] FASTENMASTER HEAD LOK FASTENERS (6" LENGTH). TENON & PEG TIMBER BRACKET POST & BEAM WITH 1 1/2" x 4" TENON AND 3/4" PEG B TIMBER BRACKET DETAILS AT PORCH SCALE: 1/2" =1'-0' Donald W. Montgomery,PE Consulting Structural Engineer 29 Longwood Drive\. Voice: (518) 383-0457 Clifton Palk, NY 12985 Emal: dwmpllc@aol.wm u ANDRETTA BOATHOUSE KATTSKILL BAY, NY 02%15/2014 CORATIVE TIMBER POST.. EAM BRACKET. E ARCHITECTURAL DETAILS. (V E DECORATIVE TIMBER BRACKET PLAN -AT SIDE WALL Drawn by NOTCH 8x10 FOR STUD WALL TOP PLATE. ANCHOR WITH ANCHOR TO 2x8 BLOCKING MJT [4] FASTENMASTER HEADLOK FASTENERS (6" LENGTH) BETWEEN EXISTING JOISTS WITH "nUrP'Lla SECOND FLOOR [4] FASTENMASTER HEADLOK FASTENERS (4" LENGTH) [41 FASTENMASTER HEADLOK - [4] FASTENMASTER HEADLOK +1 D HEAVY DUTY FLATHEAD FASTENERS HEAVY DUTY FLATHEAD FASTENERS1'-O" (4" LENGTH) EACH SIDE r r ------- F 0 0 0 1 Residence _1 Tp Q I _ 8 1/2" (., LENGTH) -TYPICAL 6 (7 io W - TENON & PEG TIMBER BRACKET �p I• POST &BEAM WITH 11/2"x4" TENON AND 3/4" 0 PEGS. I, I _ G C7 Bl _ 3" WIDE STUB TENON - BRACKET I. I POST TO BACK PLATE. i [21 ROWS FASTENMASTER HEADLOK HEAVY DUTY �. FLATHEAD FASTENERS (6" LENGTH) AT 6" O.C. I N L DOCK LEVEL EL: - 3'-9 1/2" DECORATIVE TIMBER BRACKET -TYPICAL SECTION 1 2 3 TENONS TC 6 I I 8x12 TRUSS TIE BEAM HOUSED 34" INTO TOP OF 6x10. ANCHOR TO EACH 6x10 WITH [21 FASTENMASTER HEADLOK FASTENERS (2" MINIMUM PENETRATION). m ' o l0 V N 3/4" PEGS - RAFTER TO TIE BEAM SEE ARCHITECTURAL DETAILS FOR CHAMFER & DECORATIVE BRACKET AND OUTLOOKER FEATURES TIMBER BRACKET AT PORCH - FRONT SECTION a G N W 0 Cie N W Co H LU PERSPECTIVE VIEW AT SIDE WALL DECORATIVE TIMBER BRACKET DETAILS SCALE: 1/2" = V-0" Donald W. Montgomery, PE Consulting Structural Engineer 29Longwood CJ,a Voice: (518) 3834457 Clifton Park, NY 12065 Email: dwmpllc@aol.com ANDRETTA BOATHOUSE KATTSKILL BAY, NY 02/15/2014 4 5 PERSPECTIVE VIEW AT CORNER 6 I l ST TAILS. 9 1 SIMPSON HU26-3 (SKEWED R/L-45") FACEMOUNT HANGER SIMPSON SURISUL (SKEWED -45") FACEMOUNT HANGERS WELDED ASSEMBLY WA1 COLUMN BASE CONNECTION SEE DETAILA 00 51/2" 3,.3 ". I 12'-1 5/8" 12'-1 5/8" ROUGH CARPENTRY NOTES DESIGN DATA (NEW ALTERATION WORK) 1. GENERAL STANDARD: AFPA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BUILDING CODE: 2010 RESIDENTIAL BUILDING CODE AND SUPPLEMENT. SECOND FLOOR PORCH FRAMING PLAN OF NEW YORK STATE SCALE: 1/2" =1'-0" 1. DEAD LOAD: 2. NAILING SCHEDULE: TABLE 2304.9.1, 2006 INTERNATIONAL BUILDING CODE. A. ROOF: '15 PSE 3. MATERIAL SPECIFICATIONS: B. PORCH FLOOR: 12 PSF A. STRUCTURAL FRAMING LUMBER: SO. PINE, NO. 1 OR BETTER GRADE, STRUCTURAL REVIEW OF EXISTING BOATHOUSE STRUCTURE LIVE LOAD: PRESSURE TREATED -. UC3B USE CATEGORY. NOT IN DWM SCOPE OF SERVICES - 2. A. ROOF: SNOW LOAD GOVERNS B. WALL STUDS (LESS THAN 10 FT.): SPRUCE -PINE -FIR, STUD GRADE, SURFACED DRY. .a C. FASTENERS & ANCHORS: FURNISH FASTENERS OF THE SIZE AND TYPE REQUIRED TO COMPLETE Donald W. Montgomery, PE; B. PORCH FLOOR: 40 PSF THE WORK. WHERE EXPOSED TO WEATHER, HIGH HUMIDITY, AND PRESSURE TREATED WOOD Consulting Structural Engineer 3. ROOF SNOW LOAD: PROVIDE FASTENERS WITH HOT DIPPED GALVANIZED COATING COMPLYING WITH ASTM A 153, A. UNIFORM GROUND SNOW LOAD (Pg) 60 PSF OR OF TYPE 304 STAINLESS STEEL. 29 Longvrood Drive Voice: (518) 3834457 B. UNIFORM FLAT ROOF SNOW LOAD (P1) 50.4 PSF D. METAL FRAMING CONNECTORS: ENGINEERED FRAMING CONNECTORS AS NOTED ON DRAWINGS Clifton Park, NY 12065 Email: dwmpllc tiaol.ccm SNOW EXPOSURE FACTOR (Ce) 1.0 WITH HOT DIPPED GALVANIZED COATING COMPLYING WITH ASTM A 153 (MINIMUM G90 GALVANIZED +,.- SNOW IMPORTANCE FACTOR (Is) 1.) COATING) OR OF TYPE 304 STAINLESS STEEL. ANDRETTA BOATHOUSE - THERMAL FACTOR (Ct) 1.2 KATTSKILL BAY, NY SLOPED ROOF FACTOR (Cs) 1.0 - 02/15/2014 , .. - DRIFTED SNOW ASCE 7-05 12 13 14 10,_0„ 15 Z-0„ 16 tb art 5 1/2" USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT (S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT balzer+tuck architecture • pllc 468 broadway steatoga springs ny !tp p 518.580.8818 f 518.580.8824 GENERAL CONTRACTOR ASSEMBLED CONNECTION PLAN F- — -1 r- — -1 I I I I 5/8"0 x4" DRIVE PIN I I NOTCH FOR BASE PLATE PLUGGED I I I I I L >rr- a r�r r r t rAl Y—J (V [21- 1/2"0 x 6" BOLTS I ASSEMBLED CONNECTION ELEVATION \ WELDED ASSEMBLY WA1 CONNECTION DETAIL rA EXPLODED CONNECTION - PERSPECTIVE VIEW 3" 1 1/2" 1 1/2" co co i M Ir I tV a V PLATE 1C Donald W. Montgomery, PE Consulting Structural Engineer 20 Longwood Drive Voice: (518) 383-0457 Clifton Park, NY 12065 Email. dwmpllc@aol.com ANDRETTA BOATHOUSE KATTSKILL BAY, NY 02/15/2014 12 13 14 A5 p0 WELDED ASSEMBLY WA1 PLAN WELDED ASSEMBLY WA1 CONSISTS OF: [31 PIPE 1A: 1 1/2" STD, WEIGHT (1.900" O.D. x.145") x 6' [11 BEARING PLATE 1B: 3/8"x 1'-0" x V-0" x SHAPED [2] SIDE PLATES 1C: 114" x 3" x4 7/8" PIPE 1A Cl) PLATEIB -J Y-- PLATEIC WELDED ASSEMBLY WAII HOLES: 9/16" 0 FILLET WELDS: 3/16" TYPE 304 STAINLESS STEEL 15 Project number 1328 Drawn by DWM Checked by MJT Date 02.19.2014 "nUrP'Lla [41 FASTENMASTER HEADLOK - HEAVY DUTY FLATHEAD FASTENERS1'-O" Residence 2 3/4" 8 1/2" (., LENGTH) -TYPICAL 6 N r 30 PULVER RD. F- [ KATTSKILL BAY, NY O \ No Description Date ^�a \ WELDED ASSEMBLY WA1 L \§ a1 �. I OUTLINE OF 6x6 POST - 0 ASSEMBLED CONNECTION PLAN F- — -1 r- — -1 I I I I 5/8"0 x4" DRIVE PIN I I NOTCH FOR BASE PLATE PLUGGED I I I I I L >rr- a r�r r r t rAl Y—J (V [21- 1/2"0 x 6" BOLTS I ASSEMBLED CONNECTION ELEVATION \ WELDED ASSEMBLY WA1 CONNECTION DETAIL rA EXPLODED CONNECTION - PERSPECTIVE VIEW 3" 1 1/2" 1 1/2" co co i M Ir I tV a V PLATE 1C Donald W. Montgomery, PE Consulting Structural Engineer 20 Longwood Drive Voice: (518) 383-0457 Clifton Park, NY 12065 Email. dwmpllc@aol.com ANDRETTA BOATHOUSE KATTSKILL BAY, NY 02/15/2014 12 13 14 A5 p0 WELDED ASSEMBLY WA1 PLAN WELDED ASSEMBLY WA1 CONSISTS OF: [31 PIPE 1A: 1 1/2" STD, WEIGHT (1.900" O.D. x.145") x 6' [11 BEARING PLATE 1B: 3/8"x 1'-0" x V-0" x SHAPED [2] SIDE PLATES 1C: 114" x 3" x4 7/8" PIPE 1A Cl) PLATEIB -J Y-- PLATEIC WELDED ASSEMBLY WAII HOLES: 9/16" 0 FILLET WELDS: 3/16" TYPE 304 STAINLESS STEEL 15 Project number 1328 Drawn by DWM Checked by MJT Date 02.19.2014 Scale 12" = 1'-0" FRAMING PART PLAN AND DETAILS sheet title BH4.1 sheet no. 3/12/2014 11:17:33 AM