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Home My WebLink About46509-Z 4O�gHffOi, cor Town of Southold 5/4/2022 Gyp 4 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43038 Date: 5/4/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1900 Laurel Trail,Laurel SCTM#: 473889 Sec/Block/Lot: 125.4-24.17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2021 pursuant to which Building Permit No. 46509 dated 6/29/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement with bathroom, covered front entry,rear deck and attached garage as qpplied for. The certificate is issued to King, Stephen&Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1807 5/2/2022 ELECTRICAL CERTIFICATE NO. 46509 4/4/2022 PLUMBERS CERTIFICATION DATED 3/17/2022 Kevin Witt A o iz i 07a e ��o�su Fal TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46509 Date: 6/29/2021 Permission is hereby granted to: Dunn, Joseph 15 Wincoma Dr Huntington, NY 11743 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1900 Laurel Trail, Laurel SCTM #473889 Sec/Block/Lot# 125.-4-24.17 Pursuant to application dated 6/21/2021 and approved by the Building Inspector. To expire on 12/29/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,734.40 CO-NEW DWELLING $50.00 Total: $2,784.40 Bui s e r pF SOUr�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 D�yC®m,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen King Address: 1900 Laurel Trail city:Laurel st: NY zip: 11948 Building Permit* 46509 Section: 125 Block: 4 Lot: 24.17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 96 Ceiling Fixtures 21 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 16 Smoke Detectors 4 Main Panel X A/C Condenser 2 Single Recpt Recessed Fixtures 106 Heat Detectors 1 Sub Panel X A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 21' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 73 4'LED 5 Exit Fixtures Pump Other Equipment: Hood, Oven, DW, Fridge, Micro, Mini Fridge Notes: New Two Story w/ Finished Bath in Basement Inspector Signature: r Date: April 4, 2022 S.Devlin-Cert Electrical Compliance Form pFSQ(/T��l Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 = • Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date; Building Permit No. Owner: S I -e Y\ cr- (Please print) Plumber: W (Please pri t) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of a ? 20 n �' -Ijbxn) Notary Public, . . _. - --Coomty' CASSANDRA L COVELLO t`l^`ary Public-State of New York C U: ,OiC06399661 -jA C.ounty'D23 'AY Cocuruc.:; �� O� o�apFSOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 INSPECTION /FOUNDATION 1ST [ ] ROUGH PLBG. . UNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1,� � � �- �o✓nc�'o w-as �'2 DATE INSPECTOR ✓' `� —07 SOF SOU,y �o� olo .TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ] ROUGH PL13G. NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE"SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]: ELECTRICAL (ROUGH) [ °] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:_ o� 5 ro Aqvih6w*14 � A�I�r�s b 041� DATE l L ANSPECTOR o�aOF SOUTyo 9 � � ' [ �� avne d —T # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION" [ ] FOUNDATION 1ST [ ] ROUGH PL13G. " [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE_RESISTANT PENETRATION Nr h ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: or v --�,r v :M< kt& IN akNtt T2 Y r r(-7 DATE 124 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] .FOUNDATION 1ST [ ] OUCH PL13G. ]'FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-4 CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: n I ion ek- t a 6�' Jalul 6"k,Dm/-..r)ar 111 , VtI/ w S . DATE 101iqLwAINSPECTOR Qli/ r��D �laaf so Il �o� 06 # # TOWN OF SOUTHOLD BUILDING DEPT. 7654802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 6SULATIOWCAULKING [ ] FRAMING/STRAPPING JVJ FINAL 4 [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]: ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vi Lr c1.e-ss ? DATE INSPECTOR OF SOpTyo� 465001 Li 4 - # TOWN°OF SOUTHOLD BUILDING DEPT. f �o • �o 765-1802 INSPECTION [ ] FOUNDATION 1ST' [ ] ROUGH PL13G. [ ' ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] -FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION ` [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: e7_-,o6dj4- tal Q� �Z) ao CM 40 I&AA 40i�t DATE (® INSPECTOR �, Asa 9 0 6 L � oe souryolo # # T-OWN -OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G.: [ ] FOUNDATION 2ND ['" ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [° ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ - ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) LA ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE L INSPECTOR . 0 1977 Main Road, Laurel NY 11948 CERTIFICATE OF INSULATION DATE OF INSTALLATION: 10/21/2021 PROJECTINFO Stephen King 1900 Laurel Trail Laurel, NY 11948 ..,,.+,.di.._ �.k*` - � .a,Ld.. d.;Y,. ✓% E a: w,+e x wdT� F ? �,E ROOF(ATTIC) 0.5LB Open Cell 8 Nominal Inches R-30 Spray Foam @ R-3.8 Per Inch ROOF(VAULTED), "O.5-LB Closed Cell 8 Nbm'final Inches R 30 Spray::Foam;° @ R-3:8 Per:lnch ABOVE GRADE 2LB Closed Cell 2 Nominal Inches R-27 EXTERIOR WALL Spray Foam&R-13 @ R-7 Per Inch Un-Faced Batt FLOOR R 19 Kraft-Faced 6 25 Inches:: R 19 Battansulation FOUNDATION 2LB Closed Cell 2 Nominal Inches R-14 WALLS Spray Foam @ R-7 Per Inch BOX BEAM AND 2LBClo8ed,;Cell 3 Nominal Inches: %:R7211- RIM JOIST Spray Foam-@ R-7>Per.lnch GARAGE CEILING 2LB Closed Cell 2 Nominal Inches R-33 Spray Foam&R-19 @ R-7 Per Inch Un-Faced Batt DATE OF INSTALLATION OF FIRE BLOCK: 10/21/2021 DATE OF INSTALLATION INTUMESCENT COATING IN ATTIC: 10/25/2021 I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes. Authorized Signature Building Envelope and Duet Tightness Report 2018 IF CC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1900 Laurel Trail,Laurel NY 11948 Test Date 3/4/2022 Building Permit#: 46509 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation Check if Q Conditioned Basement Floor Area Volume Basement 1688 16880 ❑Conditioned Crawl Space 1St 1684 15324 :O Sealed Attic 2"d 2160 16653 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANS! 765,except that conditioned floor Attic 8358 area includes are ere the ceiling height is less than 5 Total Volume 57215 CFM @50 pa 1614 Air changes/hr@50 p 1.69 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-l: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 Ra CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 fiZ CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 fe CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as am',ed ed by 202o New Yorlc State Supplement,Section 4033.4. Signature: ° Date: 3/4/2022 Christopher Silvia,Home Energy Solutions AFFIDAVIT SOUTHOLD TOWN BUILDING Chapter 236, Soil Stabilization STATE OF NEW YORK COUNTY OF SUFFOLK TOWN OF SOUTHOLD PERSONALLY came and appeared before me, the undersigned Notary, the within named STEPHEN KING, who is a resident of 1900 LAUREL TRAIL, LAUREL, NY 11948, and makes this his statement and General Affidavit upon oath and affirmation of belief and personal knowledge that the following matters, facts and things set forth are true and correct to the best of his/her knowledge: All work required to satisfy Chapter 236, Soil Stabilization will be completed no later than May 15, 2022. DATED this thej'�—day of Ma� , 200 Signature of Affiant SWORN to subscribed before me, this day W26SA12 20 c5�� NOTARY PUBLIC `yZATE per'.,. 1)emd Orlowski NOTARY Notary Public,State of Now York *fit Pusuc * No.01OR6280392 Qualified in Suffolk County ' 05/13 Expi ,N Y .`' Commission res /20�k My Commission Expires: �� 1 �. 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T / r � 1 X51 AN rDn, ed "W-DEPT. „ OUTHoLo BUILDING DEPT. 1Y�1'7%`1 OF SOIJTH�)LU �!U R t �O17 BUILDING DEPT TO'nJ� OF SOU7',, "I n .;_ 1 h a r 1 Y, K� Residence - 1900 Laurel Trail ,- Laurel, NY '11048 : IVIANUAL4-S�,&D G: r LOAD: CALCULATIONS Prepared By.. Fernando k6cinos; Job .Title. Draftsman r Int r ' Signature: ' January 12 2022 k ' J !4 ko Tl _aC-0 0 L I N ;SFr Q �Q/ !----1j",500 r.-:.: �� _� ',5 Vim:: .,.;:: : :- z �-=-A.6® ' ko �� Load Short Form Job: King Res. Hn-!l Date: Jan 10,2022 Entire House By: FR H'w,Yui T�N:.X _`(<.4 4i to i N 4.2 Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) F#1 1662 18379 27755 1147 1147 F#2 2113 20948 32511 1333 1333 Entire House 3775 39327 60266 2480 2480 Other equip loads 0 0 Equip. @ 0.95 RSM 57252 Latent cooling 20370 TOTALS I 3775 I 39327 l 77622 I 2480 I 2480 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ., 2022-Jan-1013:29:14 ',. RightSuite®Universal202121.0.08RSU10077 Pagel �r� ...slManual'J'slKing Residence\King Residence.rup Calc=MJ8 Front Door faces: N Load Short Form Job: King Res. zi* �' Date: Jan 10,2022 F .1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Matlituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db('F) 70 72 Construction quality Tight Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B060U4PSB** Cond 4TTR3036H1 AHRI ref 203862598 Coil 4TXCC005DS3+S9X1C060U4PSB AHRI ref 205712743 Efficiency 96 AFUE Efficiency 12.0 EER, 14 SEER Heating input 60000 Btuh Sensible cooling 24080 Btuh Heating output 58000 Btuh Latent cooling 10320 Btuh Temperature rise 46 OF Total cooling 34400 Btuh Actual air flow 1147 cfm Actual air flow 1147 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 1662 18379 27755 1147 1147 F#1 1662 18379 27755 1147 1147 Other equip loads 0 0 Equip.@ 0.95 RSM 26367 Latent cooling 7849 TOTALS I 1662 ' 18379 I 34217 I 1147 I 1147 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. la- t/ right sofit11 2022-Jan-1013:29:14 RightSuite®Universal 202121.0.08RSU10077 Page .s%Manual J slKing ResidencolKng Residence.rup Calc=MJ8 Front Doorfaces: N N � Load Short Form Job: King Res. I b Date: Jan 10,2022 F #2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD('F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(°/a) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1 B080D4PSB** Cond 4TTR3042E1 AHRI ref 203862605 Coil 4PXFH004AC3+S9X1B080D3PSB+TDR AHRI ref 206407711 Efficiency 95 AFUE Efficiency 10.9 EER, 13 SEER Heating input 80000 Btuh Sensible cooling 28000 Btuh Heating output 77000 Btuh Latent cooling 12000 Btuh Temperature rise 53 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.72 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 955 11245 15963 716 655 ZONE#2 1158 9703 16547 617 678 F#2 2113 20948 32511 1333 1333 Other equip loads 0 0 Equip. @ 0.95 RSM 30885 Latent cooling 12521 TOTALS I 2113 I 20948 I 43406 I 1333 I 1333 Boldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fk w ightsoft� 2022-Jan-1013:29:14 �.,� .,rv,.,, RightSuite@Universal 2021 21.0.08 RSU10077 Page le6--k ,,,.\Manual'J's\King ResidencelKing Residence.rup Calc=MJ8 Front Door faces: N k0' BuildingAnalysis Job: King Res. 1 Date: Jan 10,2022 Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattltuck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/fl? Btuh %of load Walls 3.9 12953 32.9 Motion Glazing 33.1 16000 40.7 us Doors 22.6 1414 3.6 R` 4tklls Ceilings 1.3 2896 7.4 A, Cilirgs Floors 2.1 1412 3.6 Infiltration 1.2 4653 11.8 -DXFS Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 393271 100.0 Component Btuh/ft2 Btuh % of load Walls 1.5 5002 8.3 Glazing 54.8 26506 44.0 Doors 12.3 768 1.3 Ceilings 1.2 2747 4.6 ktffd C3irs Floors 0.6 438 0.7 Infiltration 0.1 524 0.9 Ducts 0 0 Ventilation 0 0 Quirg Internal gains 24280 40.3 Blower 0 0 Adjustments 0 (�lirgs Total 1 1 602661 100.0 Ctl8 Latent Cooling Load =20370 Btuh Overall U-value =0.089 Btuh/ft'-°F Data entries checked. Bold/italic values have been manually overridden +� wri�htz.ott 2022-Jan-1013:29:14 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 1 AC-Ck ...slManual'J'slKing Residence\King Residence.rup Calc=MJ8 Front Door faces: N kolb Buildin Anal�/sis Job: King Res. Building 7 Date: Jan 10,2022 F #1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) SEE!W Component Btuh/ft2 Btuh % of load Walls 3.9 5773 31.4 rrttrma, Glazing 33.1 8473 46.1 / Doors 22.6 1414 7.7l br� Ceilings 2.5 445 2.4 Z ;D=s Floors 2.1 108 0.6 Infiltration 1.2 2165 11.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 183791 100.01 Gaging Component Btuh/ft2 Btuh % of load Walls 1.5 2230 8.0 V111� Glazing 55.6 14218 51.2 Doors 12.3 768 2.8 Ceilings 2.4 422 1.5 -Bard airs Floors 0.6 34 0.1 Infiltration 0.1 244 0.9 3: ass Ducts 0 0 Ventilation 0 0 Internal gains 9840 35.5 Blower 0 0 Adjustments 0 ba7sT Total 1 1 277551 100.0 Latent Cooling Load =7849 Btuh Overall U-value =0.139 Btuh/ft2-°F Data entries checked. Bold/ltalic values have been manually overridden +� wrighta.aft 2022-Jan-1013:29:14 1 Rig ht-Suite®Universal 2021 21.0.08 RSU 10077 page 2 ALGA ...s\Manual'J'slKing Residence\King Residence.rup Calc=MJ8 Front Door faces: N kolb Building Analysis Job: King Res. �/ Date: Jan 10,2022 F #2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD (°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh % of load Walls 3.9 7179 34.3 Irrm�i� Glazing 33.1 7527 35.9 Doors 0 0 0 Rws Ceilings 1.2 2451 117 Walls Floors 2.1 1303 6.2 Infiltration 1.2 2488 11.9 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 209481 100.0 Chang Component Btuh/ft2 Btuh % of load Walls 1.5 2773 8.5 VyIs Glazing 54.0 12289 37.8 Doors 0 0 0 Ceilings 1.1 2324 7.1 Floors 0.6 405 1.2 _kkffdGim Infiltration 0.1 280 0.9 Ducts 0 0 (IMM Ventilation 0 0 Internal gains 14440 44.4 Blower 0 0 Adjustments 0 t>I1� Total 32511 100.0 C&T. Latent Cooling Load = 12521 Btuh Overall U-value =0.068 Btuh/ft2-°F Data entries checked. Sold/Italic values have been manually overridden f f" wr1yh1-�4af1 2022-Jan-1013:29:14 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 3 ...s\Manual'J'slKing ResidenceXing Residence.rup Calc=MJ8 Front Door faces: N } �0' Project �Summa Job: King Res. Date: Jan 10,2022 Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Prooect Information For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Notes: Design In • • Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 39327 Btuh Structure 60266 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 39327 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipmen{sensible load 57252 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 20370 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft') 3775 3775 Equipment latent load 20370 Btuh Volume(ft') 31862 31862 Air changes/hour 0.14 0.05 Equipment Total Load (Sen+Lat) 77622 Btuh Equiv. AVF(cfm) 73 27 Req.total capacity at 0.70 SHR 6.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2022-Jan-1013:29:14 i... Right-Suite®Universal 2021 21.0.08 RSU10077 Page 1 ...sWanual'J'sWing ResidencelKing Residence.rup Calc=MA Front Door faces: N kolb Project �Summa Job: King Res. Date: Jan 10,2022 F #1 By: FR Kolb Mechanical 11,500 Old Sound Ave..Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proeect Information For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Notes: i - • n Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 'F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18379 Btuh Structure 27755 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18379 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 26367 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 7849 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 1662 1662 Equipment latent load 7849 Btuh Volume (ft) 14958 14958 Air changes/hour 0.14 0.05 Equipment Total Load (Sen+Lat) 34217 Btuh Equiv. AVF (cfm) 34 12 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B060U4PSB** Cond 4TTR3036H1 AHRI ref 203862598 Coil 4TXCC005DS3+S9X1C060U4PSB AHRI ref 205712743 Efficiency 96 AFUE Efficiency 12.0 EER, 14 SEER Heating input 60000 Btuh Sensible cooling 24080 Btuh Heating output 58000 Btuh Latent cooling 10320 Btuh Temperature rise 46 °F Total cooling 34400 Btuh Actual air flow 1147 cfm Actual air flow 1147 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.78 Sold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +* wrightsott 2022-Jan-1013.2914 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 2 ...s\Manual'J's\King Residence\King Residence.rup Calc=MJ8 Front Door faces: N kolb Project �Summa Job: King Res. Date: Jan 10,2022 F #2 By: FR Kolb Mechanical 11500 Old Sound Ave..Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Notes: Design • • Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 'F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20948 Btuh Structure 32511 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20948 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 30885 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 12521 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 2113 2113 Equipment latent load 12521 Btuh Volume (ft) 16904 16904 Air changes/hour 0.14 0.05 Equipment Total Load (Sen+Lat) 43406 Btuh Equiv. AVF (cfm) 39 14 Req. total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B080D4PSB** Cond 4TTR3042E1 AHRI ref 203862605 Coil 4PXFH004AC3+S9X1B080D3PSB+TDR AHRI ref 206407711 Efficiency 95 AFUE Efficiency 10.9 EER, 13 SEER Heating input 80000 Btuh Sensible cooling 28000 Btuh Heating output 77000 Btuh Latent cooling 12000 Btuh Temperature rise 53 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.72 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrrghtsott 2022-Jan-1013.2914 ... _ Rig ht-Su ite®Universal2021 21.0.08 RSU10077 Page 3 ...s\Manual'J's\King Residence\King Residence.rup Calc=MJ8 Front Door faces: N Right-JO Worksheet Job: King Res. ka I b Entire House Date: Jan 10,2022 Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire House F#1 2 Exposed wall 454.0 ft 198.0 ft 3 Room height 8.4 ft 9.0 ft 4 Room dimensions 5 Room area 3775.0 ft` 1662.0 ft' Ty Construction U-value Or HT M Area {f t') Load Area (f t') Load number (Btuh/f t'-°F (Bt t') or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 \L12E-0sw 0.068 ne 3.94 1.52 1005 860 3390 1309 477 380 1498 579 1❑-c2ow 0.570 ne 33.06 44.59 104 0 3438 4637 56 0 1840 2482 11D0 0.390 ne 22.62 12.28 42 42 939 510 42 42 939 510 V 12E-Osw 0.068 se 3.94 1.52 910 826 3258 1258 414 366 1444 557 11 -G 106-w 0.600 se 34.80 29.42 12 0 418 353 12 0 418 353 �� CC 1D-c2ow 0.570 se 33.06 55,09 72 0 2380 3967 36 0 1190 1983 12E-Osw 0.068 sw 3.94 1.52 1005 725 2858 1104 477 304 1199 463 1D-c2ow 0.570 sw 33.06 55.09 211 0 6987 11643 104 0 3438 5730 1D-c2owd 0.570 sw 33.06 55.09 48 0 1587 2644 48 0 1587 2644 11DO 0.390 sw 22.62 12.28 21 21 475 258 21 21 475 258 4j! 12E-Osw 0.068 nw 3.94 1.52 910 874 3447 1331 414 414 1633 631 I-.G 1D-c2ow 0.570 nw 33.06 44.59 36 0 1190 1605 0 0 0 0 C 16B-50ad 0.020 1.16 1.10 2113 2113 2451 2324 0 0 0 0 C C part ceiling. 0.044 2.54 2.41 175 175 445 422 175 175 445 422 F 19A-2lbswp 0.045 2.08 0.65 52 52 108 34 52 52 108 34 F 19A-2lbswD 0.045 2.08 0.65 626 626 1303 405 0 0 0 0 6 c)AED excursion 1 1 1657 1 1 1 1025 Envelope loss/gain 1 34674 35461 1 1 16214 17671 12 a) Infiltration 4653 524 2165 244 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 16 3680 8 1840 Appliances/other 20600 8000 Subtotal(lines 6 to 13) 39327 602661 18379 27755 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39327 60266 18379 27755 15 Duct loads 0% 0% 0 0 0% 01A 0 0 Total room loadI 1 393271 602661 1 1 183791 277551 Air required(cfm) ! 2480 2480 1147 1147 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. � Rig ht-Su ite0 2022-Jan-1013:29:14 Universal 2021 21.0.08 RSU10077 Page i ...slManual'J'slKing ResidencelKing Residence.rup Calc=MJ8 Front Door faces: N ko I b Right-J® Worksheet Job: King Res. Entire House Date: Jan 10,2022 Kolb Mechanical By: FR 11500 Old Sound Ave..Maltituck,NY 11952 Phone:(631)298-5527 Email:info@koomechanical.com 1 Room name F#2 2 Exposed wall 256.0 ft 3 Room height 8.0 ft 4 Room dimensions 5 Room area 2113.0 ft' Ty Construction U-value Or HTM Area (f t') I Load I Area ( Load number (Btuh/ft'-'F (Btuh/f t') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \L12E-Osw 0.068 ne 3.94 1.52 528 480 1892 731 1 D-c2ow 0.570 ne 33.06 44.59 48 0 1598 2155 11DO 0.390 ne 22.62 12.28 0 0 0 0 12E-Osw 0.068 se 3.94 1.52 496 460 1814 701 11 1OB-w 0.600 se 34.80 29.42 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 36 0 1190 1983 12E-Os w 0.068 sw 3.94 1.52 528 421 1659 11 1D-c2ow 0.570 sw 33.06 55.09 107 0 3548 59913 1 D-c2owd 0.570 sw 33.06 55.09 0 0 0 0 11 DO 0.390 sw 22.62 12.28 0 0 0 0 t12E-Osw 0.068 nw 3.94 1.52 496 460 1814 701 C 1D-c2ow 0.570 nw 33.06 44.59 36 0 1190 1605 C 16B-50ad 0.020 1.16 1.10 2113 2113 2451 2324 C C part ceiling, 0.044 2.54 2.41 0 0 0 0 F 19A-2lbswp 0.045 2.08 0.65 0 0 0 0 F 19A-2lbswD 0.045 2.08 0.65 626 626 1303 405 6 c)AED excursion 1 6,321 Envelope loss/gain 18461 17790 12 a) Infiltration 2488 280 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 8 1840 Appliances/other 12600 Subtotal(lines 6 to 13) 20948 32511 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 20948 32511 15 Duct loads 0% 0% 0 0 1 Total room load 1 1 1 209481 325111 1 1 1 L Air required cfm) 1333 1333 Calculations approved by ACCA to meet all recuirements of Manual J 8th Ed. 2022-Jan-10 s-' Rig ht-Suite®Universal 2021 21.0.08 RSU 1 D077 2022-Jan-1013:29:14 Page 2 sWanual'J's\King Residence\King Residence.rup Calc=MJ8 Front Door faces: N ko I b Right-JO Worksheet Job: King Res. F #1 Date: Jan 10,2022 " Kolb Mechanical By: FR 11500 Old Sound Ave..Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name F#1 ZONE#1 2 Exposed wall 198.0 ft 198.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 1662.0 ft 5 Room area 1662.0 f t' 1662.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/f t'-°F (Btuh/f t') or perimeter (ft) I (Btuh) ( or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL12E-0sw 0.068 ne 3.94 1.52 477 380 1498 579 477 380 1498 579 1D-c2ow 0.570 ne 33.06 44.59 56 0 1840 2482 56 0 1840 2482 11DO 0.390 ne 22.62 12.28 42 42 939 510 42 42 939 510 12E-Osw 0.068 se 3.94 1.52 414 366 1444 557 414 366 1444 557 11 1OB-w 0.600 se 34.80 29.42 12 0 418 353 12 0 418 353 1D-c2ow 0.570 se 33.06 55.09 36 0 1190 1983 36 0 1190 1983 12E-Osw 0.068 sw 3.94 1.52 477 304 1199 463 477 304 1199 463 1D-c2ow 0.570 sw 33.06 55.09 104 0 3438 5730 104 0 3438 5730 1D-c2owd 0.570 sw 33.06 55.09 48 0 1587 2644 48 0 1587 2644 1100 0.390 sw 22.62 12.28 21 21 475 258 21 21 475 258 t12E-0sw 0.068 nw 3.94 1.52 414 414 1633 631 414 414 1633 631 C 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 166-50ad 0.020 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceilino, 0.044 2.54 2.41 175 175 445 422 175 175 445 422 F 19A-2lbswp 0.045 2.08 0.65 52 52 108 34 52 52 108 34 F 19A-2lbswD 0.045 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AEC)excursion 1 1 1025 1 1 1025 Envelope loss/gain 16214 17671 16214 17671 12 a) Infiltration 2165 244 2165 244 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 8 1840 Appliances/other 8000 8000 Subtotal(lines 6 to 13) 18379 27755 18379 27755 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18379 27755 18379 27755 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 1 Total room load ( 1 183791 277551 1 1 183791 277551 Air required(cfm) 1147 1147 1147 1147 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. !p 2022-Jan-10 13:29:14 Right-Suite®Universal 2021 21.0.08 RSU10077 "* ...s\Manual'J's\King Residence\King Residence.rup Calc=MJ8 Front Door faces: N Page 3 k0l b Right-J® Worksheet Job: King Res. F #2 Date: Jan 10,2022 Kolb Mechanical By: FR 11500 Old Sound Ave.,Matlituck.NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name F#2 ZONE#3 2 Exposed wall 256.0 ft 136.0 ft 3 Room height 8.0 ft 8.0 ft heat/cool 4 Room dimensions 1.0 x 955.0 ft 5 Room area 2113.0 ft' 955.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'- F (Btuh/fN) or perimeter (ft) (Btuh) or perimeter (ft) (Btu h) Heat I Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 VN 12E-Os w 0.068 ne 3.94 1.52 528 480 1892 731 208 196 773 299 L____pC 1D-c2ow 0.570 ne 33.06 44.59 48 0 1598 2155 12 0 397 535 1100 0.390 ne 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 se 3.94 1.52 496 460 1814 701 224 212 836 323 11 106-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 36 0 1190 1983 12 0 397 661 12E-Osw 0.068 sw 3.94 1.52 528 421 1659 641 296 232 915 353 1D-c2ow 0.570 sw 33.06 55.09 107 0 3548 5913 64 0 2116 3526 1D-c2owd 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 T 1/� 12E-0sw 0.068 nw 3.94 1.52 496 460 1814 701 360 336 1325 512 ---G 1D-c2ow 0.570 nw 33.06 44.59 36 0 1190 1605 24 0 793 1070 C 16B-50ad 0.020 1.16 1.10 2113 2113 2451 2324 955 955 1108 1051 C C part ceiling, 0.044 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-21 bswp 0.045 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-21bswD 0.045 2.08 0.65 626 626 1303 405 607 607 1264 392 61 c)AED excursion 1 1 632 1 1 1 832 Envelope loss/gain 1 18461 17790 1 1 9924 9554 12 a) Infiltration 2488 280 1322 149 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 2 460 Appliances/other 12600 5800 Subtotal(lines 6 to 13) 20948 32511 11245 15963 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20948 32511 11245 15963 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 1 I Total room load I 1 209481 325111 1 1 112451 159631 Air required(cfm) 1333 1333 716 655 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +}+ w. .""tacoYt 2022-Jan-1013:29:14 Rig ht-Su iteOUniversa12021 21.0.08 RSU10077 Page ...s\Manual Ws\King Residence\King Residence.rup Calc=MJ8 Front Door faces: N k�' Right-J® Worksheet Job: King Res. F #2 Date: Jan 10,2022 Kolb Mechanical By: FR 11500 Old Sound Ave.,Maltituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE#2 2 Exposed wall 120.0 It 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 1158.0 ft 5 Room area 1158.0 ft' Ty Construction U-value Or HTM Area (f t') Load Area Load number (Bt uh/ft'-"F (Bt uh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 VL12E-Osw 0.068 ne 3.94 1.52 320 284 111 432 1D-c2ow 0.570 ne 33.06 44.59 36 0 1201 1620 11D0 0.390 ne 0.00 0.00 0 0 0 0 12E-Osw 0.068 se 3.94 1.52 272 248 978 378 11 1013-w 0.600 se 0.00 0.00 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 24 0 793 1322 12E-Osw 0.068 sw 3.94 1.52 232 189 744 287 1D-c2ow 0.570 sw 33.06 55.09 43 0 1433 2387 1 D-c2owd 0.570 sw 0.00 0.00 0 0 0 0 11 DO 0.390 sw 0.00 0.00 0 0 0 0 t12E-Osw 0.068 nw 3.94 1.52 136 124 489 189 G 1D-c2ow 0.570 nw 33.06 44.59 12 0 397 535 C 16B-50ad 0.020 1.16 1.10 1158 1158 1343 1274 C C part ceilino, 0.044 0.00 0.00 0 0 0 0 F 19A-21 bswp 0.045 0.00 0.00 0 0 0 0 F 19A-2lbswo 0.045 2.08 0.65 19 19 40 12 6 c)AED excursion 1 -201 Envelope losslgain 8537 8236 12 a) Infiltration 1166 131 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 6 1380 Appliances/other 6800 Subtotal(lines 6 to 13) 9703 16547 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9703 16547 15 Duct loads -0% 0% 0 0 1 Total room load 1 1 97031 165471 1 11 Total om l 1 97031 165471 1 1 Air required cfm 617 678 Calculations Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, ACCA to meet all requirements of Manual J 8th Ed. +'{.t wrlytatft 2022-Jan-1013:29:14 Rig ht-Su ite©Universal 2021 21.0.08 RSU10077 Pa e 5 K `"� ...s\Manual'Ys\King Residence\King Residence.rup Calc=MJ8 Front Door faces: N g Basement Basement y r; r Job#: King Res. Kolb Mechanical Scale: 1 : 110 Performed by FR for: Page 1 King Residence 11500 Old Sound Ave. RightSuite®Universal 2021 1900 Laurel Trail Mattituck,NY 11952 21.0.08 RSU10077 Laurel,NY 11948 Phone:(631)298-5527 2022-Jan-10 1329:34 info@koibmechanical.com ing Residence\King Residence.ru First Floor SE F7 ti fi Job#: King Res. Kolb Mechanical Scale: 1 110 Performed by FR for: Page 2 King Residence 11500 Old Sound Ave. Nght-Suite@ Universal 2021 1900 Laurel Trail Mattituck, NY 11952 21.0.08 RSU 10077 Laurel,NY 11948 Phone:(631)298-5527 2022-Jan-10 13:29:34 info@kolbmechanical.com ...ing ResidenceWing Residence.ru Second Floor — — — ZONE#3 Z E#2 Job#: King Res. Kolb Mechanical Scale: 1 : 110 Performed by FR for: Page 3 Kin Residence g 9 11500 Old Sound Ave. RightSuite®Universal 2021 1900 Laurel Trail Mattituck, NY 11952 21.0.08 RSU10077 Laurel,NY 11940 Phone: (631)298-5527 2022-Jan-10 13:29:34 info@kolbmechanical.com .ing Residence\King Residence.ru kolb Duct System Summary Job: King Res. Date: Jan 10,2022 F #1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Emaiiiinfo@koibmechanical.com Project • • For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.228/0.072 in H2O 0.228/0.072 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1147 cfm 1147 cfm Total effective length (TEL) 375 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#1 c 2135 88 88 0.080 6.0 Ox 0 VIFx 12.0 170.0 st1 ZONE#1-A c 2135 88 88 0.080 6.0 Ox 0 VIFx 50.0 105.0 st1 ZONE#1-B c 2135 88 88 0.080 6.0 Ox 0 VIFx 46.0 180.0 st1 ZONE#1-C c 2135 88 88 0.080 6.0 Ox 0 VIFx 35.0 190.0 st1 ZONE#1-D c 2135 88 88 0.080 6.0 Ox 0 VIFx 31.0 195.0 st2 ZONE#1-E c 2135 88 88 0.080 6.0 Ox 0 VIFx 34.0 190.0 st2 ZONE#1-F c 2135 88 88 0.080 6.0 Ox 0 VIFx 38.0 180.0 st2 ZONE#1-G c 2135 88 88 0.080 6.0 Ox 0 VIFx 47.0 170.0 st2 ZONE#1-H c 2135 88 88 0.080 6.0 Ox 0 VIFx 50.0 235.0 st2 ZONE#1-1 c 2135 88 88 0.080 6.0 Ox 0 VIFx 39.0 235.0 st2 ZONE#1-J c 2135 88 88 0.080 6.0 Ox 0 VIFx 28.0 235.0 st2 ZONE#1-K c 2135 88 88 0.080 6.0 Ox 0 VIFx 26.0 170.0 st2 ZONE#1-L c 2135 88 88 0.080 6.0 Ox 0 VIFx 1 5.0 95.0 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 353 353 0.080 635 9.8 8 x 10 ShtMetl st2 Peak AVF 706 706 0.080 706 12.6 8 x 18 ShtMetl Bold/Italic values have been manually overridden W rl(�htSfJ�l 2022-Jan-10 13:29:14 kt Right-Suite®Universal 2021 21.0.08 RSU10077 Page 1 tk ...s\Manual'J's\King Residence\King Residence.rup Calc=MJ8 Front Door faces: N Ret n Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 529 529 90.0 0.080 495 14.0 Ox 0 VIFx rb4 Ox 0 618 618 90.0 0.080 578 14.0 Ox 0 VIFx wriyhtsutl 2022-Jan-1013:29:14 Right-Suite®Universal 2021 21.0.08 RSU10077 - Page 2 -�. ...s\Manual Ws\King Residence\King Residence.rup Calc=MJB Front Door faces: N kolb Duct System Summary Jab: King Res. Date: Jan 10,2022 F #2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Matlituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: King Residence 1900 Laurel Trail, Laurel, NY 11948 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.199/0.101 in H2O 0.199/0.101 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1333 cfm 1333 cfm Total effective length (TEL) 366 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#2 c 2068 77 85 0.080 6.0 Ox 0 VIFx 17.0 205.0 st3 ZONE#2-A c 2068 77 85 0.080 6.0 Ox 0 VIFx 18.0 190.0 st4 ZONE#2-B c 2068 77 85 0.080 6.0 Ox 0 VIFx 29.0 170.0 st4 ZONE#2-C c 2068 77 85 0.080 6.0 Ox 0 VIFx 23.0 160.0 st4 ZONE#2-D c 2068 77 85 0.080 6.0 Ox 0 VIFx 24.0 160.0 st4 ZONE#2-E c 2068 77 85 0.080 6.0 Ox 0 VIFx 32.0 180.0 st4 ZONE#2-F c 2068 77 85 0.080 6.0 Ox 0 VIFx 21.0 195.0 st4 ZONE#2-G c 2068 77 85 0.080 6.0 Ox 0 VIFx 27.0 205.0 st3 ZONE#3 h 1406 89 82 0.080 6.0 Ox 0 VIFx 46.0 160.0 st3 ZONE#3-A h 1406 89 82 0.080 6.0 Ox 0 VIFx 54.0 160.0 st3 ZONE#3-B h 1406 89 82 0.080 6.0 Ox 0 VIFx 49.0 170.0 st3 ZONE#3-C h 1406 89 82 0.080 6.0 Ox 0 VIFx 39.0 190.0 st3 ZONE#3-D h 1406 89 82 0.080 6.0 Ox 0 VIFx 43.0 195.0 st3 ZONE#3-E h 1406 89 82 0.080 6.0 Ox 0 VIFx 38.0 205.0 st3 ZONE#3-F h 1406 89 82 0.080 6.0 Ox 0 VIFx 31.0 205.0 st3 ZONE#3-G h 1406 89 82 0.080 6.0 1 Ox 0 VIFx 56.0 180.0 st3 Supply TrunkDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 870 824 0.080 712 13.7 8 x 22 ShtMetl st4 Peak AVF 463 509 0.080 654 11.2 8 x 14 ShtMetl Bold/italic values have been manually overridden 4 W right%cA t 2022-Jan-10 13:29:14 Rig ht-Su ite®Universal 2021 21.0.08 RSU10077 Page - ...slManual'YslKing ResidencelKing Residence.rup Calc=MJB Front Door faces: N Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 654 669 122.0 0.080 479 16.0 Ox 0 VIFx rt3 rb6 Ox 0 679 664 123.0 0.082 486 16.0 Ox 0 VIFx rt3 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 1333 1333 0.080 666 16.0 8 x 36 ShtMetl WrightSUft 2022-Jan-1013:29:14 Right-Suite®Universal2021 21.0.08 RSU10077 Page ...s\Manual'J's\King Residence\King Residence.rup Calc=MJ8 Front Door faces: N per Z:1.00 SPRINKLER-EE H:1.72 in W:4.75 in TStitches: 6058 CokT-„' 2 Color changes: 1 Stops: 2 t Machine: Tajima Trims: 6 Left: 60.4 mm Right: 60.4 mm Up: 21.8 min Down: 21.8 mm EndX: 0,0011) EndY: 0.001n I Max Stitch: 6.6 mrn I Min Stitch: 0.3 nmi Max Jump: 6.8 nun Coknvay: Coloiway 1 # C St. Descr Code 1. 14 2599 Black 14 Brand:Default 2. 1 . 3457 Dark Green 1 Brand:Default Total Bobbin: 34.48ft I ' I !. p j i� r { I 1 � ! i i i - I Author: Last Saved:27 Feb,2012 Printed:28 Feb,2012 1:54 Fabric: FIELD INSPECTION REPORT. DATE COMMENTS - FOUNDATION(1ST) -------------------------------- FOUNDATION(2ND) t� IN w rlwq hi^Wm Sw%& uh CcS O . G ROUGH FRAMING.& tr1 PLUMBING t sWiti am 16IL-L C04 um1v�l.S j r INSULATION PER N.Y. y STATE ENERGY CODE 7 Zt loll.'eglk." 1 FINAL, nn .©.l� �•1 stv ff k^ t .ti 5 S.na- y . dcu - - ADDIT ONAL COMMENTS - Vo IT 71 q-2--2 Da S_ 'l(o-7 L'tA-i z TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 litti)s://Nvww.sotitholdtownny.gov Date Received APPLICATION FOR BUILDING PERMIT r f -I For Office Use Only PERMIT NO. Building Inspector: JUN 2 1 2021 Applications and forms must be filled out in their entirety.incomplete 71 7.7 Tj-`fl�,-,` !7 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 1)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Stephen & Jennifer King SCTM#1000-125-04-24.17 Project Address:1900 Laurel Trails, Laurel, NY 11948 Phone#:631-466-2018 —1 Email:stevejr@eesgcustomapparel.com Mailing Address:PO Box 863, Maftituck, NY 11952 CONTACT PERSON: Name:Stephen King Mailing Address:PO Box 863, Mattituck, NY 11952 Phone#:631-466-2018 Email:stephengking@gmaii.com DESIGN PROFESSIONAL INFORMATION: Name: M4 Mailing Address. Phone#: Email: CONTRACTOR INFORMATION: Name:Stephen King Mailing Address:PO Box 863, Maftituck, NY 11952 Phone#:631-466-2018 Email:stephengking@gmaii.com DESCRIPTION OF PROPOSED CONSTRUCTION 5RINewStructure ElAddition CAlteration DRepair CIDemolition Estimated Cost of Project: Dother $800,000 Will the lot be re-graded? @RYes 0 No Will excess fill be removed from premises? 1@Yes []No PROPERTY]NFORMATION. Existing use of property:Vacant Lot Intended use of property:ReSIdential Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ReSidentia( this property? ®Yes 0 N IF YES, PROVIDE A COPY. ® CheCk;Box dAfter.-Rei3ding. The owner/contractor/design professional'is responsible for all drainage and storm water issues as;providedby Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance;of the Town of Soutfiold, Suffolk,County NeIW York and tither applicable laws,Ordinances or Regulations,for the construction of buildings, .- additioM.alterations or for removat or demolition as herein described:The applicant agrees to compiy with all applicable Jaws,ordinances,building code, housing code and regulations and,to admit authorized inspectors on premises and in butlding(s)forpecessan/inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal taw. Application Submitted By(print name); NS Te "'F'«'' " ' ❑Authoriized Agent JOOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) being duly sworn,deposes and says that(s)he is the applicant (Name of indivi ual signing contr ,t)above.named, (S)he is thek_ MC_7Lw/0/.U7LPJL-- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public ABICIMLA.WICKMAM Notary Publio,State of New Yolk o.MOPERV Wi�E9t AUT-HORiZATION Qualified62-464 Suffolk7County (Where the applicant is not the owner)CommfsionExpires Sept 30,02. I, -0 Q Lresiding atkwl. 't. ta6y authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 0/%�UA / 2 Own Cgs Signature Date f Print Owner's Name 2 It 1 o��s11FFOL,�cO BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD oy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �Ol �a0 Telephone(631) 765-1802-FAX(631) 765-9502 Temporary Certificate # 10 57 - Date 947 2021 Customer Name KiAm /nwvAiElectrician Name K ker a fli' Address /lot) " Phone q e-mail e-mail LCpSyj g;&0:&TMfe_A_td)YA44&Q Phone License# 4 7 2, Size_ap& A Phase Overhead Underground_� #of Meters Remarks #of Underground Laterals CY 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by t SUFW/C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box 1179 o . Southold, New York 11971-0959 yfj� a0 . Telephone (631) 765-1802 - FAX (631.) 765-9502 rogerr(cb-southoldtownny.gov - seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Q r Cross Street: Phone No.: _ .._.- .. _..._.....:_BI'd Permit#•--- --� - - ---email:- ---- ---- -_---- - - - - -=--- - .- Tax Map District:-, 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE.SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: -Is job ready for inspection?: 0 YES ❑ NO ❑Rough In 0 Final Do you need a Temp Certificate?: ❑ YES ❑NO Issued On Temp Information: (All information.required) Service Size❑1 Ph n3.Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? FjY N Additional Information: ----PAYMENT--DUE-WITH-APPLICA-TION - - Ii�v� lveac�, OL A,/H g .a,,S- o-, -O-A ILI COIY14d C-10v-\, ` 2v4i✓��c C9 C'1 /l� Cn'Qrll�J�� Iia �sC�o is � '�, p "iwr•°+.00taaamwow mns�ioax�.w.e'es.mi:iea:•oe°n',gvm"oius�wrommie<aw,..rvf91,soiW+rmi:cesri^i�.,wsiemwo"'ws'c"'rst'un��"u'sr'w�siaesiu'sro+�i¢•iws¢esarv�•re'w+o�v+.sii�w.aursiiunwu�iorri°w",irtw�ecr°°ora'om�ww.M'sn'iv""noua'sw`sws�o'°`r'o"'m,�s.nlmewursa+a»`�"vu�`Iwi.»ncr�in'sisn as'voasioiv,m u�,a'a,U.�rmuarue`w°�.�w:na.o,o1Dww•o rmv�au�nNanw�ww..re:,��xo:swi. °0 TEST HOLE D Oan strdor Avenue,R—head,Now York 11-101 tal.691.927.3303 Pax.631.Y2'T 0144 LV FROM FnED MAP �y �}` mad+m�lny®youngonglnearing.com ao' olra�a gom* l ` (o Howard Y'L Young,Land Surveyor 1 Thomas G,.Alport,Prot...Ta al Englnoor 1 40 Dougbs E.P.darrts,Prot osstonal Engtrioor I Robort G.Tact,Archltact A (�e11in Roms obert 5trkl,Ar¢hlteet 0 9 with (Dwelling with GRAVEL Publle Wuter) ; Public Water) (ew) HEALTH DEPARTMENT USE too' ^ - HIGHEST ED _ T 11 ♦n,sy �pS/ GROUNDWATER TERE EIa3.0 LAUREL TR W ..� .....................ten i>M U Q ; WAT@M•IN0 WV 0.16• 456 Ag.S o a o ( - n R=402.68' wren L=13 in t z i O LL L oLL 0 Is v c to y W , 0 L! c £ )3 (1)t'DrA•°B'mV G E = h U �t 9 jL 3 � I • a,e00 $ � Pc% O 2i4 1 1 S o' 4 1 sa.sr 4 'ui d o rt i l co •"" �z y c SURVEYOR'5 CERTIFICAT7�QN=`. W , in �� .J .( _c O c *1 L 'WEHEREBYCERTIFY TO SAR r�1 rvr H T • t- O I 11 3 ,t�e 's" 1 "9T � 4 ��G W SURVEY WAS PREPARED IN ACCO, 6FyVJ H'.'V'HE' ` Q Q � V pppe05Eo i Srwv 9 a y a to L en we �M^'"� g ^P OF PRACTICE FOR LAND SURVEY ADOPTED&z E NV v a t a Q. I°e 4 +=t d' "''o o C YORK STATE ASSOCIATION OF" 065i 21-1-N, �. E W a c tur g Ce'serC m.re'E ow , O A G1 . a > >. $ s SURVEYORS. _ y z tt) a C pC? r W in _ Har' sere• / >, t`( N a: >o sw i�. C) E U r c� r4 I- X q w op ♦ 4 9 g -1 Z �j O N try �Fllll \_r ♦� W llll� l LL w t a g I Lot 24 HOWARD W.YOUNG,N.Y, .L.S.N0.458a. 9. LFlh:D to q aw z Subdivision / g Q ' "Laurel Links" ,/ / SURVEY FOR SARAH DUNN LOT 24"LAUREL LINKSu /-- \ a• R=582.68' -L=1 Bg•35' / d��cq��y�� at Mattituck,Town f Southold Open Space Par � 6"� ➢;-- ` A' �' Suffolk County,New York ' ,/ Subdivision-"Laurel el el Links" /— 5 2�� BUILDING PERMIT SURVEY County Tax Map w ukt 1000 smuo"125 m: 04 mt 24.17 i / /!! SUf�•F..�(j,iST=ris.t S"l s:'' /� wry„•,-..ta!""-`•� FIELD SURVEY COMPLETED OCT.23,2020 7rr• MAP PREPARED OCT.26,2020 / Record of Revisions / REVISION DATE / SITE DATA ARA=28,666 SQ.FT. OSUBDIVISION-°MAP OF LAUREL LINKS"FILED IN THE 50 0 25 50 100 FFICE OF THE CLERK OF SUFFOLK COUNTY ON NOV.23, ' NOTE: 2001 AS FILE NO,10712. Scale:1"=50' FINISHED FLOOR ELEVATIONS TO BE VERIFIED BY ARCHITECT ' VERTICAL DATUM =NAVD(1988) JOB N0.2020-0140 DWS.970717 024_2020_0140_bp 1 OF 1 S.C.T.M. NO. DISTRICT: 1000 SECTION: 125 BLOCK: 4 LOT(S):24.17 APR 2 0 2022 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERMES APPROVAL OF CONSTRUCTED WORKS FOR A ELE FP. 'LY RESIDENCE ®ateTIIAY 0 2 The sewage disposal and venter supply fadmies at thl$bmtion have been InsPected and/or certified by this Department or oLm.,_sg�enores WW found to be satisfactory R FMOMA• �' _�11_ IIEDOOM& Craig Kneoper. P.E., Chief firz,DJ Office of MAY - 3 2022 10) BLDING DEPT TOWN OF SOUTH6LD 00, SPK. SPK. LOT 25 L 28. CL 27.7 14031 3 3o SPK. - pRNP EL 31.3 LOT 24 .......... CL 27.4 STOO LP 2000 GAL. S.T. 40.5' 8'0x8'DEEP ID 1'3 LEACHING POOLS 6.5 29' LP 38' ...... 26.5' EL 28.3 SPK. 3 EGRESS WINDOW 1%11 .0 LAND NIF OF LAUREL LINKS N MTER COUNTRY CLUB INC ap Q3 60000 LOT 23 EL 29.7 SP REVISED SEPTIC TANK SIZE 04-20-22 FINAL SURVEY 03-10-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FOUNDATION LOC. 07-28-21 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:28,665.68 SQ.FT. or 0.68 ACRES ELEVA77ON DATUM.. NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO-MONUMENT THE•PROPER-TY LINES-OR .TO -GUIDE -THE-EREC71ON OF-FENCES, -ADDI-77ONAL STRUCTURES OR AND OTHER-IMPROMEMEN-7S. -EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF:LOT 24 CERTIFIED TO: STEPHEN KING; MAP OF: LAUREL LINKS FILED:NOV 23, 2001 No. 10712 SITUATED AT: LAUREL TOWN OF:SOUTHOLD KENNETH & WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE # —132 SCAI F:1 "=,30' DATE: JULY 6, 2021 N.Y S., NO. 050882 maintaining the records of Robert J. Hennessy & He - AL Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 125 BLOCK: 4 LOT(S):24.17 1 SPK. LOT 25 00 EL 28. 0 N 1 CL 27.7 1 3..g N 1�°313 � SPK. EL 31.3 C. N r - 3 LOT 24 CL 27.4 OVOpp�,—A o, p 'HOZ 1,o F p1c2�� z.5 •o � 5 ,�. �- ��\ No EL 28.3 REBAR 1O-1 'a o. LAND N/F OF LAUREL LINKS COUNTRY CLUB INC op LOT 23 EL 29. 6°�OtiO 7Ski REBAR THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FOUNDATION LOC. 07-28-21 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:28,665.68 SQ.FT. or 0.68 ACRES ELEVA77ON DATUM: NAVD88 -- UNAUTHORIZED AL 7ERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SECT70N 7209 OF 7NE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE.SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777J77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RU6-FURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON 774E PREMISES AT 7HE 77ME OF SURVEY SURVEY OF:LOT 24 CERTIFIED T0: STEPHEN KING; MAP OF: LAUREL LINKS FILED:NOV 23, 2001 No. 10712 SITUATED AT. LAUREL TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FAX "=30 N.Y.S LISC. NO. 050882 maintainingNthe(records of 1Robert J. Henn(sy1& Kenneth BM. Woychuk FILE #221 -132 SCALE:1 DATE: JULY 6, 2021 S.C.T.M. NO. DISTRICT: 1000 SECTION:125 BLOCK:4 LOT(S):24.17 APR 2 0 2022 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CES APPROVAL OF CONSTRUCTED WORKS FOR LE Ft ILY RESIDENCE _Y Date --I,— H.;;.Ref.No. The s"OP deposal and water supply f a ties at this Ixabon have been I'I"d and/or txrraTm by IhI2 Dep— t or o9w rtUes and Land b be saftaoty FOf�/\MNUM F, BEDROOMS. Craig Knepper,P.E.,Chief Office of Wastemater NA:Ina ement SPK. SPK. LOT 25 1e0�0 2a 11 0 N 1 'o. CL 27.7 1 N14og1'.33°E C � 1 SPK. r,Y EL 71.3 LOT 24 CL 27.4 LP 2000 GAL S.. d.;:e!'e;.e; 40.5' 8'0r8'DEEP N?::::9:r ..o Chi LEACHING POOLS (tel � .Ba?i�;::•';v.'.',.:,,..�•."';','ry029, 28.7 � E •c �. ` 26.5 7. A� 3 �117� `k •� �`'':`''.` .:;li::c':;i+:l;.... 3_3i SPK. MKWW EGRESS G \ i Cit!ILL?It`fC Opp', \ o LAND N/F OF � LAUREL LINKS COUNTRY CLUB INC r\ w m `TL LOT 23 EL 29.7 SP. REVISED'SEPTIC TANK SIZE 04-20-22 FINAL SURVEY 03-10-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FOUNDATION LOC. 07-28-21 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:28,665.68 SQ.FT. or 0.68 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED AL7ERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE .NOT INTENDED TO-MONUMENT THE PROPERTY LINES AR.TO.GUIDE THE EREC.TION-OF.FENCES,-ADDITIONAL STRUCTURES.OR AND OTHER IMPROVEMENTS. -EASEMENTS AND/OR SUBSURFACE S7RULYURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 24 CERTIFIED TO:STEPHEN KING; MAP OF.LAUREL LINKS FILED:NOV 23, 2001 No. 10712 SITUATED AT: LAUREL TOWN OF-SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �r P.O. Dos 183 Aquebogue, New York 11931 FILE#221-132 SCALE:1"=30' DATE:JULY 6, 2021 PHONE (891)288-1688 FAX(091) 298-1688 N.Y.S. LISC. NO. 050882 =efntatnfn`the reoorde or Robert Z.Henneeay&Kenneth u.woychuk ) �Q QZ .. oC V O N FIRST FLOOR AREA 4'X 4'FOST5 W/2'X 2" ' BALUSTER5 t CAP RAIL; IN COMP05RE RAIUNG �` L�� SYSTEM A.A. I FLOOR5TRUCTURE APR 2 12022 8"POURED CONCRETE FOUNDATION WALL TOWy� OFSOU HOLD #5 RE5AR Q 2'O.C. OUTSIDE BASEMEN #5 REBAR Q 12'O.C. ENTRANCE (VERTICALLY) c zo-Is lyo- -_ zr-1a.• � _ A E W6V DE 1,12'RIBBON BOARD B q CO AROUND #5 ROAR Q 12'O.C. NUOUSLY N) F — uF J. 3'-O"X 8"POURED _. ._._.—.—. ,•.' - - - -- -- _ W/STEEL REINFORCI G; a CONCRETE FOOTING _._._._. �12 —.—_.— :—._. — —.— — — — '� °- Ir-r.)- . . c C ON COMPACTED FILL ✓ ✓ O°ACO GIRDER-� PITCHED WITHDRAIN c C 5TAI R LL D ETAI L F F 2-2x6 ACQ PLATE O4°CONCRETE SLAB d 6"X6°POST Oo CONCRETE WALL _ PITCHED TO CENTER FOR SCALE: p'= P- " O 00 50NOTUBE W/POURED a m LINE OF ENTRY DRAINAGE. CONCRETE FOOTING ¢. I, s'-°• LANDING ABOVE 0_� 20"X 20'X I'-O°d. = ' s-.v s•-la 2.10 ACO LEDGER BOLTED �; ENTRY TAIRS srcn POURS CONCRETE O J a 3.11 LVL GIRDER TO HOUSE FRAME WITH 5° ___ D� _ 'LEDGERLOK°SCREWS Q 16°O.C.; a„• 0— O O� 1 NUMBS OF TREDS T HAD D.J.FROM LEDGER WITH , o' UP SINGMPSON LU28 CONNECTOR 4 �- BE VERFIED IN FLEW BASED W TYPICAL ALL DECK AREAS �.�_� ON EXI TING GRADE Z - - - - - o 3068 ::' .• In I . - - — - - - - - - - '� o - - - - - - . L ° PROVIDE BRIDGING @) I LOWER FOUNDATION WALL THROUGHOUT ENTIRE I FLOOR 5Y5TEM,8'-0 HEIGHT AT DOOR OPENINGS 'D.C.; TIG-PLYWOOD SHEATHING u OUTUNE F FLOOR AREA t DOUBLE JOIST ABOVE.GLUED t SCREWED ABOVE;JOIST TO BE I I �:—:—: A - CANT1 RED OVER u _ a FOUNDATION WALL LEGEND: FOUNDATION PROVIDE 50LID O I r n = DOUBLE PARTITIONS I I N I. II ALL PARALLEL (IONS RUNNING 8°POURED CONCRETEBOT FOUNDATION WALL A#4 BLOCKING,INSULATION Rq' '�'. lll'TJ1560 _� .. K PARALLEL..(TYP.ALL AREAS) REBAR' OO IN BOTH DIRECTIONS;KEYWAY t PLYWOOD UNDER I F.J.Q 16°O.C. 4" _ I m � L. �, I I I - I'-6'X 8°FOOTING:PROVIDE 2-#4 REBAR WITHIN UP FOOTING.9'-O"WALL HEIGHT:DAMP PROOF PERIMETER OF ALL AREAS 1 _ II I I I _� 8'POURED CONCRETE FOUNDATION WALL I� zram _ ANDERSEN G44 STAIR FOYER OI WITH KEYWAY t I'-4"X 8"FOOTING;PROVIDE 3063-PROVIDE INSUTATEO Landing i 2-#4 REBAR WITHIN FOOTING. FOOTING DEPTH Q GLIDING WINDOW; II _ DOOR WITH SELF CLOSING - I MINIMUM 3'-O°BELOW GRADE EXCEED 44'ADOVfO HINGF51DOOR5WEEP m 9-5• 2x4 STUD FRAME PARTITION TO UNFINISHED W b FlNISHED FIDOR O _ 7 IL O b I 'EGRESS AS PER-Oil ILII �[P�'a4� _ O I I BASEMENT. PROVIDE R-I S INSULATION WITHIN W --_ —� o p1�r I - _ - __ AND`e[DRYWALL ON FINISH SIDE OF,FRAMING _ INIS� LVL GIRDER LVL GIRDER I Q GARAGE SCAPEWE L WINDOW 4 L J I-. J " 4'POURED CONCRETE SLAB I IxT, FRAMING NOTES: __—_-WELL.SY5 EM-by-13ILCO. ------ esx•—__-__ e:sx— - - _ —e:sx•____-._- -- a-sx• a sr ON COMPACTED FILL WITH U OR APP VED EQUAL. BATH 3}"DIAMETER STEEL IALLY PROVIDE BEAM POCKET IN I W.W.M.Gx6/I Ox 10 GAUGE WIRE DOUBLE JOISTS UNDER ALL PARTITIONS z TIERS TO RADE A5 :; VENT PER o § COLUMN BURIED IN FOUNDATION WALL:SIZE (iYP.ALL AREAS WITHIN GARAGE) I I RUNNING PARALLEL NEEDED 9303.3 O 24°x24'x 12°POURED U AS REQUIRED'4 TAR ALL I ., CONCRETE FOOTING I FLOOR SYSTEM,8'-O'°.c. CONCRETE FOOTING,TYP. 0 1 SIDES(TYP.BOTH ENDS) CONCRETE x 12°POURED PROVIDE BR DGING THROUGHOUT ENTIRE ALL SHOWN FOR COLUMN WITHIN q°TtG PLYWOOD SHEATHING A50VL TO ea @7 .+. GARAGE I eE GLUED and SCREWED AREA FOR r INTERIOR DOOR TO RECEIVE 2-2x8 HEADER I I BASEMENT LL' MECHANICAL PROVIDE EJECTOR PUMP UNHEATED,INHABITABLE - EGRESS t BASEMEN WINDOWS TO HAVE A ri OR CHECK VALVE A5 9'{T HEIGHT TO UNDER5IDE OF JOISTS EQUIPMENT L J r- PITCH FLOOR I MINIMUM OF 3-2x8 ACO HEADER ABOVE REQUIRED 0 _ 4"POURED CONCRETE SLAB ON COMPACT FILL I? 4°POURED CONCRETE SLABe s r I I PROVIDE R 19 BATT INSULATION TO UNDER = o ON COMPACTED FILL-ALL _ I SIDE OF SUBFLOOR;COMPLETE w/3"RO%UL FIRE m AREA5 OF BASEMENT t CRAWL EXHAUST TO I I BARRIER INSULATION EXTERIOR PROV.EPDXIED#4 STEEL i.— — — — — - REBAR HOWONTAL @ 12'O.C. ELECTRICAL INTO FOUNDATION WALL t ALL ¢ PANEL AREAS ITOOTINGS NG WALLS WITH LOCATI NOF TRAP LOCATION OF NEW •o b sTC°N � STEP FOOTINGS WITH I I s C Lu Z R WAST E%IT J n 4� ,e, L — .o. L — J WATER SERVICE WALLS OF GARAGE :q I - - - - - - - - - - - L - - - - - - - - � a o la•o- e'o- 134' vo- , - 0C Ci u S 1=2.8A CQ LEDGER 80LTED — — — — — — — — — — — TO HOUSE FRAME WITH 5° § 'LEDGERLOK'5CREW5 0 16'O.C.; A N < HANG D.J.FROM LEDGER WITH B` N SIMICONNECTOR U 2-2z 10"AGO GIRDER TYPICALCAL ALLL DECK AREAS rno D Z Z 6°X6°POSTQN 12' - I'-In•- - CONCRETE FOOTING CONCRETE FOOTING 20,X 20'X P-O d. .3a z3'b• ,r-,�� rV 9[RIO 66{' 3-30-2022 BATHROOM ADDED TO BASEMENT FOUNDATION PLAN FOOTPRINT:2387>.k.#oua I-areal a 410"A.(POrfhC91 J SCALE: Jq°= P-O" PAG f Kin6j. e51dence N u N Z3 j Z m LU Q d Z Z J APPROV D AS Q } OTD Q o � om DATE: B.P.# � ANDERSEN 400 SERIES ARCHITECTURAL ASPHALT FEE: WINDOWS, WHITE EXTERIOR — - FINISH w/DIVIDED LIGHTS AS o ROOF SHINGLE NOT 6 ILDINC EEPART!vIENT AT 765-1802 8 AM TO 4 PM FOR THE -- -- — FOLLOWING WSPECTIONS: SHOWN ON ELEVATIONS — \• -- � Ix4 FRIEZE BOARD WITH 1. FOUNDATION - TV -4 REQUIRED NOSE*COVE MOULDINGS Ix8 AZEK FASCIA 4 VENTED, CENTER __ \�. WITHIN GABLE ENDS FOR POURED -"' r_�TE • .' BEADED SOFFIT; OVERHANGS -- 2• ROUGH - FRA,h;h - ' AS SHOWN ON PIAN � •I✓��NG -- - -- - -- GUTTERS INSULATION SEAMLESS GU INSUL . . -- - - ----- �— O 4. FINAL - C F�t'i�"'�L`tii CONTINUOUSLY AROUND; CONST MUST . - G" HALF ROUND GALVALUM; BE COMPLETE ,�Cr C o. — — c — LEADER LOCATIONS AS PER ALL CONSTRUCT;,-N SHALL MEET THE INSTALLER REQUIREMENTS OF THE CODES OF NEVI PROVIDE WHITE AZEK, 4"x 4" YORK STATE. NOT RESPONSIBLE FOR w DESIGN OR wz wz wz HARDIE 8" BEVELED LAP SIDING CONSTRUCTION ERRORS. '� - • , . • CASINGS w/DRIP EDGE AROUND ALL wi WINDOWS >�-DOORS;' ,., � WINDOWS�O' RECEIVE 4"x 4". _- HOUSE. - H15TORICAL SILL AROUND ALL AREAS OF E EXCEPT WHERE NOTED _- COLOR To BE SELECTED COMPLY WITH ALL CODES O 7 ` 4x }. F �- �r NEW YORK STATE & TOWN CODES c!� �� RDS STANDING SEAM METAL --- --- -I --- - -- — - --- - ----- ROOF AWNING OVER 4 AZEK coRNERBOA — — AS REQU1i�ED AND CONDITIONS OF 3 — GARAGE ENTRY DOORS Ln HARDIE B*B 5IDING FOR ALL _ RECESSED WALL AREAS ECUTr' 1 �' `C) z N OLL TV'N,v z COLOR TO BE SELECTED S0'j7H0L0 T ON' PLANNI�.'G SOARD o SOU T HOL, 101A'h'TFUSTEES MAHOGANY FRONT ENTRY PORCH STRUCTURAL WALL i. DECKING w/ I x WHITE TRIM, 10"s .. - BRACKETS N•Y•S �Er, a COLUMNS w/CAP* BASE DETAIL.- CENTER BEADED CEILING*STANDING wi = LLJ SEAM METAL ROOF wz wz OCCUPANCY OR 0 z front door wi wi wi wi ARDIE BOARD BATTEN Q z '" V etyleTBD 1 PIING ONFRONT GOVT LOWER E WALL r COIN INUOU5 AROUND "J" CHANNE HOU5L 1 ( -C6LORTO BE SELECTED USE IS UNLAWFUL _J4WITHOUT CERTIFICATE z Q - OF OCCUPANCY � Q ct> > 0z O RETAIN STORM WATER RUNOFF � FRONT ELEVATION PURSUANT To CHAPTER 236 SCALE: 4' _ 1 '-o" OF THE TOWN CODE. R=582.68' L= 188 ' PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER LU um SUPPLY SYSTEM CANNOT tL 0 0 o EXCEED 2/10 OF 1% LEAD. O in t, 0 0� N in IY 2 W U) �1 u_ o ING WASTE LUPJI�INC O co WATER LINES NEED a ALL,PLUMM z U � z � TRUSS PLACARM71C,RECIUMMD 0 aj z !ELECTRICAL s INSPECTION REQUIRED BACK DECK o w -= z s 0 0 DO.NOT PROCEED WITH, IJ FRAM%(% UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. �C PROPOSED NEW HOU5E LU wl ATTACHED GARAGE U� v All exterior righting w m installed,replaced or Must provide Manuals o repaired shall conform D, J and S as per • +_5%8� .,w""°;, {�° �M wp:"i`;�.:�' �- t: of the Town to chapter 172 NO'S Energy Code W 3 Code oqo 0000 _.::: :•. : � ::� .:•: :� 421-21il � o Z U � Blower door z 00 0 0 0° FRONT PORCH and duct<vorlr z °oDoo4° testing required. O C; i 0 m PSE OF NFW y Architect and Engineer's Seal and s J. Ml oSig �� y good for initial use of 9 z drawe ng . es gterations or re- Chan al i visions to or re-use of drawings with- PAGE: out Architect or Engineer's Approval F o R=402.68' L= I voids Seal and Signature on same. °,� O • 05�FEsSIOtA � � R # 1900 LAUREL TRAIL I 1000-125-4-24. 17 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS lS A VIOLATION OFSFC. 7209 OF THF N.)15. EDUCATION LAW O O Z3z° m � N N p FU Q -q Z Z J W — pcnpm WI m 0 3 � N z N E C) - O 11 W7 WI W 9080 9080 9080 --- D2 Oz T —j zz Q IUQ O > GARAGE 51DE ELEVATION RIGHT 51DE ELEVATION (1- 0 SCALE: 4" = 1'-O" SCALE: 4" = 1'-0" K f w OL W lL 3 z — z � — _ -- --- W4 W4 W4 WW In In wi wi wi wia STANDING SEAM U METAL ROOF OVER KITCHEN NOOK WINDOW SILL TO RUN CONTINUOUS ACROSS WALL LENGTH; SIDING — ---- _ – --------- CHANGE ABOVE z r cn LU � m U LU W9 i W9 W6 W8 W6 � } Q 3 WS W5 ,�\^1 �– W3 W3 W3 O U � D3 v i - DI zO Qin r z Ix 10 RIBBON TRIM BAND w/"J" CHANNEL AZEK PANEL w/ Ix FOR CONTINUOUS AROUND BASE OF HOUSE RAISED DETAIL BACK ELEVATION SCALE: 4' OF ^'F!y Architect and . Engineer's Seal and Q J.Mq 9r0�� Signature only good for initial use of drawing. Changes, alterations or re- � visions to or re-use of drawings with. PAGE: out Architect or Engineer's Approval do 05709y voids Seal and Signature on same. �-� FtSSIONP�' UNAUTHORIZED ALTERATION OR ADDITION TO 7HI5 DRAWING AND RELATED DOC/MENT5 15A VIOLARON OPSEC. 7209 OF THEN Y.5. EDUCATION LAW 7 N q) 0 +, N Z (h N z z W W oCUQ � FIRST FLOOR AREA 4"X 4" POSTS W/ 2"X 2" BALUSTERS t CAP RAIL; COMP051TE RAILING SYSTEM m ' FLOOR STRUCTURE GRADE 8" POURED CONCRETE FOUNDATION WALL #5 REBAR @ 12" O.C. OUTSIDE BASEMENT #5 REBAR @ 12"O.C. ENTRANCE (VERTICALLY) ABOE----15'-0" C�I(3N 22'-10/2" A E PROVIDE I x 12" RIBBON BOARD B — #5 REBAR @ 12" O.C. CONTINUOUSLY AROUND 411 i _ N 11 11': 10 3'-0"X 8" POURED " - - ,o ? 3 F TING _ —_ " —_ — W/STEEL REINFORCI G; L a: N CONCRETE 00 `�-L 12'-5"+/- _N z _ ON COMPACTED FILL ' 2-2x I O" ACQ GIRDED PITCHED WITH DRAIN OO L o 7��TAI R W LL DETAI L SECTION I SECTION F I .; `n F 2- 2x6 ACQ PLATE O CONCRETE WALL 4" CONCRETE SLAB o G"X G" POST ON 12" o PITCHED TO CENTER FOR SCALE: 4" = 1 '- " C3 �? 50NOTUBE W/POURED c q 4 — v O CONCRETE FOOTING v O °' I LINE OF ENTRY DRAINAGE p 20"X 20"X P-0"d, p U 5'°" LANDING ABOVE N U N W s'-Io^ s'-Io^ •, �- — POURED CONCRETE � 2x 10 ACQ LEDGER BOLTED I C) TO HOUSE FRAME WITH 5" —_ _—_ :a'. 3- I I �" LVL GIRDER I ENTRY TAIRS SECTION O Z "LEDGERLOK" SCREWS @ I G" O.C... o ,. — . — . — =CS� — . — . C�O� 1 UMBE D HANG D.J. FROM LEDGER WITH I o� UP N OF TREDS T SIMPSON LU28 CONNECTOR BE VER FIED IN FIELD 6A5ED lJJ �- m ON EXI TING GRADE Z — —TYPICAL ALL DECK AREAS a �• I ,� �_ Z Q - - - - - - LLJ -gyp' o d -Q 12._9.. � o O Z IIO PROVIDE BRIDGING I O (I THROUGHOUT ENTIRE LOWER FOUNDATION WALL = (L FLOOR SYSTEM, 8'-0" O,C.; u HEIGHT AT DOOR OPENINGS I8 4"TtG PLYWOOD SHEATHING OUTLINE Of FLOOR AREA DOUBLE J015T �I ABOVE, GLUED t SCREWED in +,` ABOVE; JOIST TO BE N CANTILEV RED OVER G N I = FOUNDATION WALL LEGEND: FOUNDATION PROVIDE SOLID I p �; = DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING — BLOCKING, INSULATION *4 — 8" POURED CONCRETE FOUNDATION WALL w/#4 " I I Z" TJI 560 io IT I PLYWOOD UNDER. U; " F.J. @ I G" O.C. PARALLEL(TYP. ALL AREAS) REBAR @ 12" OC BOTH DIRECTIONS; KEYWAY t UPI — — P-8"X 8" FOOTING; PROVIDE 2-#4 REBAR WITHIN ( � I PEOF AL AREAS FOOTING. RIMETER 1ALL HT; DAMP PROOF _ 0 ~ — — 8" POURED CONCRETE FOUNDATION WALL m — �n �,... _ ,----,- STAIR FOYER O stair q WITH KEYWAY I'-4"X 8" FOOTING; PROVIDEin ANDERSEN G44 -� — GLIDING WINDOW; 3068-PROVIDE INSULATED landing — v — 2-#4 REBAR WITHIN FOOTING. FOOTING DEPTH DOOR WITH SELF CLOSING O Un BOTTOM SILL NOT TO I - 7,'� MINIMUM 3'-O" BELOW GRADE EXCEED 44"ABOVE HINGE5 4 DOOR SWEEP .c.o.a s.°. LLJFINISHED FLOOR I 2x4 STUD FRAME PARTITION TO UNFIN15HED I s EGRESS AS PER COD [ L1BASEMENT. PROVIDE R-15 INSULATION WITHIN W_ AND�' DRYWALL ON FINISH 51DE OF FRAMING N o II— 3- 1 1 8" LVL GIRDER 33=1 I �" LVL GIRDER 3 0GARAGE ( z 5CAPEWE L WINDOW — L I L ' I a� FRAMING POURED CONCRETE SLAB NOT E5: �WELL SYSTEM by BILCO, 8-5V 8-58-5%" 1 8'-5%N 6-5ON COMPACTED FILL WITH m U OR APPROVED EQUAL. 3Z" DIAMETER STEEL LALLY PROVIDE BEAM POCKET INW,W.M. GxG/ I Ox 10 GAUGE WIRE • DOUBLE JOISTS UNDER ALL PARTITIONS TIERS TO RADE AS COLUMN BURIED IN FOUNDATION WALL, SIZE z NEEDED I 24"x24"x 12" POURED v AS REQUIRED f-TAR ALL (rYP. ALL AREAS WITHIN GARAGE) RUNNING PARALLEL p 24"x24"x 12" POURED • PROVIDE BRIDGING THROUGHOUT ENTIRE CONCRETE FOOTING, TYP. SIDES P. 80TH ENDS) ALL SHOWN � Mr-P. • � CONCRETE FOOTING FLOOR SYSTEM, 8'-O"o.c. FOR COLUMN WITHIN • ""TtG PLYWOOD SHEATHING ABOVE TO GARAGE AREA BASEMENT AREA FOR BE GLUED and SCREWED • INTERIOR DOOR TO RECEIVE 2- 2x8 HEADER MECHANICAL I - • EGRESS t BASEMENT WINDOWS TO HAVE A UNHEATED, INHABITABLE o EQUIPMENT ~ 9'-0" HEIGHT TO UNDERSIDE OF JOISTS - MINIMUM OF 3- 2x8 ACQ HEADER ABOVE in L -1 PITCH FLOOR C.O. I • 4" POURED CONCRETE SLAB ON COMPACT FILL 4" POURED CONCRETE SLAB ~ 'S'D' 9 5 • PROVIDE R-19 BATT INSULATION TO UNDER o g ON COMPACTED FILL-ALL N I SIDE OF SUBFLOOR; COMPLETE w/3" ROXUL FIRE w NZ AREAS OF BASEMENT CRAWL I I I BARRIER INSULATION m EXHAUST TO EXTERIOR PROV. EPDXIED #4 STEEL ELECTRICAL REBAR HORIZONTAL @ 12"O.C. ' PANEL �•.o;... _ ____ INTO FOUNDATION WALL itALL AREAS OF ABUTTING WALLS — (— WITH FOOTINGS LOCATIONOF TRAP LOCATION OF NEW § 5ECTION STEP FOOTINGS WITH SECTION WAST EXIT --io b e WATER SERVICE C WALLS OF GARAGE C (LLJ 10 LL_a 0 13'-0" 8'-0" I3.0" 91.0" 1 -' 2x8 ACQ LEDGER BOLTED LU o d c TO HOUSE FRAME WITH 5" y SECTION vQ "I FDGERLOK"SCREWS @ I G" O.C.; SECTION a A HANG D.J. FROM LEDGER WITH B C z SIMPSON LU28 CONNECTOR } o 2-2x 10" ACQ GIRDER TYPICAL ALL DECK AREAS SECTION U D Z o G"X G" POST ON 12" Z 1 1'-IV SONOTUBE W/POURED CONCRETE FOOTING 43'-0" d 20"X 20"X I'-0" . 23'-6" SECTION 66'-6" NE OF FOUNDATION PLAN r FOOTPRINT: 2387 sq.ft. (foundation area)4 410 sq.ft.(porches) AfCl�;teot and •Eng111EeT'�s Seat 2itE� J. Mq SCALE: ill = I '-0" 9 4 Signature only good for initial ms of drawling. Changes, alterations or rp.- visions to or re-use of Ararings with- � f��v, 0 cut Arcijitect or Engineers Approval PAGE: ,, 5 voids ,Seal znd Signature -Dasame. A 05.7 4 z �OF3 - SSIONP� UNAUTHORIZED ALTERATION OR ADDITION TO 7Hl5 DRAWING AND RELATED D UMENTS 15A VIOLATION OF 55C. 7209 OF THE M Y,5. EDUCATION LAW WINDOW AND DOOR SCHEDULE N SYMBOL MODEL NO. WINDOW TYPE ROUGH OPENING CLEAR GLASS QUANTITY SPECIAL NOTES O OPENING AREA WI CXW 15 CASEMENT 3'-0 1/2"x 5'-0 3/8" 1 1 .5 1 2.f 10 Z m � � N p W2 CXW 145 CASEMENT 3'-0 112"x 4'-5 3/8" 10.0 10.5 10 EGRESS IN BEDROOMS Q Z W3 CX 155 w/ CRT28 10 CASEMENT/TRANSOM 2'-8"x 0-5 1 3/1 G" 10.7 1 1 .31 5 CSMT$TRNSM MULLED;GRILLS IN TRANSOM ONLY W4 CW 1 45 CASEMENT 2'-4 7/8"x 4'-5 3/8" 7.5 8.01 4 2 UNITS TEMPERED W5 CW 15 w/ CRT24 10 CASEMENT/TRANSOM 2'-4 7/8"x 5'-1 1 7/8" 8.G a,21 3 CSMT t TRNSM MULLED;GRILLS IN TRANSOM ONLY U WG C 135 w/ CRT2010 CASEMENT/TRANSOM 2'-0 5/8"x 4'-4 1 3/1 G" 4.G 4.9 2 CSMT:f:TRNSM MULLED;GRILLS IN ALL UNITS Z J W7 C 15 w/ CRT2010 CASEMENT/TRANSOM 2'-0 5/8"x 5'-1 1 7/8" 7.0 7.5 1 CSMT*.TRNSM MULLED;GRILLS IN TRANSOM ONLY U Q W8 P3535 w/ PRT35 10 PICTURE/TRANSOM 3'-5 3/8"x 4'-4 1 3/1 G" - 9.0 1 PICTURE 4 TRNSM MULLED;GRILLS IN TRNSM ONLY W9 C 1 35 CASEMENT 2'-0 5/8"x 3'-5 3/8" 4.G 4.9 2 W 1 0 CXW 14 CASEMENT 3'-0 112"x 4'-0 112" 9.0 e.31 I Wil AW25 1 AWNING 2'-4 7/8"x 2'-4 7/8" 1 .1 3.91 1 W 1 2 A41 AWNING 4'-0 112"x 2'-0 5/8" 2.0 5.9 1 TEMPERED;GRILLS 2w/2h W 1 3 CW 1 35 CASEMENT 2'-4 7/8"x 3'-5 3/8" 5.7 6.0 I W14 CX 1 5 CASEMENT 2'-8"x 5'-0 3/8" 9.8 10.4 1 EGRESS IN MASTER W 1 5 G44 GLIDING 4'-0"x 4'-0" G.0 10.0 1 EGRESS IN BASEMENT DI FWGG080 GLIDER G'-0"X81-0" 17.85 29.80 I NO GRILLS D2 FW03 180 FULL VIEW OUTSWING 3'-I 11 x 8-0 1 9.54 13.72 1 NO GRILLS D3 FWH29G I 1 FULL VIEW DOOR 2'-9"x G'-I 1" 14.55 9.G I I NO GRILLS ALL WINDOWS TO BE ANDERSEN,400 SERIES, UNLESS OTHERWISE SPECIFIED WINDOWS TO BE WHITE EXTERIOR,WHITE INTERIOR,TRADITIONAL SERIES LOCKS*HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS SIMULATED DIVfDED LIGHT GRILLS APPLIED EXTERIOR 7/8"; STYLE TO BE 2 WIDE, 2 HIGH IN ALL UNITS w/GRILLS CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1 .0 WITH 130 mph BASK WIND SPEED. AS PER 7 TABLE R 301.2 (4)A OF THE NEW YORK STATE RESIDENTIAL CODE. ` WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO 0-0"SHALL BE 2 1/2 -#8 WOOD SCREWS AT I G"O/C, FASTENERS 43 �" Z N FOR SPANS UP TO 8'-0"SHALL BE 2 112"-#8 AT 12"O/C. TABLE 301 .2.1 .2 5ECTION SECTION SECTION C) ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED A E B O O 1 .5 TIMES THE DE51GN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE, ALL EXTERIOR C135 15'-0, FGLAZING MUST MEET MINIMUM ACTIVE STANDARD ASTM F29 12 REQUIREMENTS A5 PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. CTP2 P R35 C P2 TR2010 wG PTR3510 wa CTR2010 WG , REFER TO SECTION R I GO9.1 .4 FOR ALTERNATIVE OPENING PROTECTION. I DOWN ---- ------ - - -- ale LU SECTION I /\ /\ F � SECTION i O o F Z 4x4 POSTS w/2x2 = DECK BALUSTERS *CAP RAIL; USE§ Ell MAHOGANY DECK BOARDS $ KITCHEN RAILINGISYS TE OIMPOSITE z z 20'-1 yz, DOWN U LLJ Q CW 15 CW 15 CW 15 SECTION > CTR2410 ws CTR241 O w5 CTR241 w5 I OO � MUDROOM O MULLED - ENTRY DECK D wN D tL O "xG MAHOGANY EO o lD U 4 STRUCTURAL WALL n _� co - I O O O 2r-10° BRACKETS CX 155 CX 155 CX 155 I EDGE OF SECOND N az CTR215 W3 CTR281O W3 CTP2810 w3 FWG6080 w 0135 ws C135 w9 WALL BRACKETS TO HAVE FLOOR ABOVE o� -- Q U FWH29GI 1 -- IN. SOOIb WEIGHT CAPACITY U 2- 1 1 Zg" LVL FLUSH HDR = O "= EO HEADER TO BE WRAPPED j N I NOTE: FINISHED w/ I x AZEK IIIEATING NOOK 0 PROVIDE GARAGED (RING FOR OVERHEAD I 6 SHIPLAP CEILING ON U) bench/ UNDERSIDE OF JOISTS; 'U`G -' I N , hooky MANUFACTURER SPECIFICATIONS PROVIDE 4" LOW VOLTAGE W3 I w III O Nro - cubbe 2470 IN ACCORDANCE WITH THE LED HH WITHIN CEILING WALL LEGEND: I III BuaDou RESIDENTIAL ELECTRICAL CODE �`� FACE MOUNT "5R "ER OF NEW YORK STATE II GREAT ROOM _ CONNECTOR U - Z J 16' OC _ N , I I8 Til 230 FI a LU NEW CONSTRUCTION O _ ALL FLUSH HDR LOCATIONS IC II I � III - _ _ ' = �- 2"X 6"STUD FRAME EXTERIOR WALLS, - .. open banister 3- 1 1 8" LVL FLUSH HEADER; FROM MUDR TO 5Ta1Rs half wa I - `n III R-21 BATT INSULATION, 8" PLYWOOD 2 4 CJ O GAS FIREPLACE; I I TE O OISTS TO HEADER C.O.• I- MUDROOM 16 SHEATHING ON EXTERIOR HOUSE WRAP MAKE MODEL T.B.D. O ENTRY • s.D. 11 207 CLOSET SIDING AS SELECTED;�'GYPSUM INSTALL 4 VENTING AS PER `� I N� U I II LU LO BOARD ON INTERIOR SIDE MANUFACTURER SPECS N I -I I UP O �I1 15UILD OUT LU • ... ASPER II IV O 2"X 4" INTERIOR STUD PARTITION, N I 2070 } w/ I LAYER�"GYPSUM BOARD ON EACH = I m I I stair cabuI -- DOWN z landing counter 2 15NELF 4 2868- SIDE; USE M0I5TURE/MOLD RESISTANT o O HANG ROD PROVIDE 45 MINUTE Fire separatlon o BOARD IN KITCHEN, BATH * MUDROOM � m �[ =, CLOSET S LF CLOSING HONGES tU AREAS � USE CEMENT BOARD ON ALL N COATTED I I required as per AREAS TO RECEIVE TILE § C-11 I I D N DOOR SWEEPS Code I Z � I 4080 _ 1 2x STUD FRAME WALL COMMON TO II to 11 ase en TRIMMED - GARAGE; MIN. R-15 INSULATION WITHIN 6 FIXED W III 2- 1 1 LVL Df OPPED HEADER Ill OPENING_ _ snEwE5 •c.o. FRAMING ILAYER ° FIRE RATED m - -- --- ------------ -- --_-- -- es.D. DRYWALL ON EACH SIDE OF FRAMING isnelr I 7680 2- 1 I " LVL w BUILD our BUILT IN "ANG ROD TRIMMED A5 PER OWNER COAT I OPENING DRPD HDR � CLOSET i N GARAGE =��II = m m 4080 • MAINTAIN 9'-0" CEILING HEIGHT THROUGH OUT MAIN AREA OF 2070 TRIMMED center line - - FIRST FLOOR. b I of wslon OPENING !„ mIII •c.o. ~ 6, • PROVIDE R-13 BATT INSULATION BETWEEN 15t t 2nd FLOORS. 15.D. O w 0 LU I III m • ALL WINDOWS * DOORS TO RECEIVE 3- 2x 10 HEADERS ABOVE, UNLESS U i� j DINING ROOM OTHERWISE NOTED. PROVIDE 2 JACK STUDS BETWEEN ANY PAIR UNLESS N O 6080 - 6080 O STATED OTHERWISE. ALL TRANSOMS TO BE MULLED TO UNIT BELOW. TRIMMED I TRIMMED 0 PANTRY = o OPENING z OPENING _ U 07-0 4"WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. U_ v Lau_ • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTERIORS, u m i oOC " 3 " DIAMETER STEEL LALLY WHITE INTERIORS * PERMANENT EXTERIOR GRILLS (g"), 2 OVER 2 STYLE O =, w I O III COLUMN BURIED IN AS SHOWN ON ELEVATIONS * AS NOTED ON WINDOW SCHEDULE. co DEN ~ ENTRY N > 24"x24"x 12" POURED - HALL Bunn our N� CONCRETE FOOTING I.. LU • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE wi - u- ~ A5 PER OWNER - CALLED OUT ON PLAN. N I N - .•. UI m • INTERIOR DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, ! m II I I�"TJI 230 FJ @ I G"OC W r BY"REEK", PANEL STYLE TO BE SELECTED; HINGES TO BE SQUARE, FLAT SLAC " 3 cW135 = • ALL INTERIOR CASINGS TO BE I x4 w/BACKBAND; BASE MOULDING TO BE METRO COLLECTION# MC55 12. WINDOWS TO RECEIVE 4 SILL; ALL DOWN 4" SECoN 2 4 .. SECTION lL o LINE OF SECOND EXTERIOR DOORS AND WINDOWS TO HAVE 4 x EXTEN51ON JAMBS CON5TRU ED. 12`0" (FINISH) FLOOR WALL ABOVE I 9'-0"X 6-0" DOORS w/ 16 C a MULLED TO PORCH i� MULLED _ Z" n� - 3 1 1 8 LVL HEADERS Q Z • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. --- --. - j -- _-- ABOVE 4 CS20 STRAPPING CXW15 wi CXW15 wI CXW15 wi CXW15 wI \ o 04 h /- 13'0 8'-0" U G OF FLOOR BEAMS; mR0 55 FRONT _ _-_ --- -- - - Q COVERED � - 9'-3 il CXW 145 wz CXW 145 w2 Z ENTRY PORCHaU PORCH I m 2 5 m SECTION CEILING �p SECTION C. 23'-G" 3'S, A i N 4"x4 MAHOGANY DECKING B 2 9 2' LVL HEADER G" 5HIPLAP CEILING sEcrloN D _ � I - DOWN 6/ I Yz" I OF 1%e Y 66'-6" i 9 J.b1 o'Q Engineer's Seal and ZZq� 4 SECTION Signature only good for initial use of E drawing. Changes, alterations or re- C (iz -- 0 FI ST FLOOR PLAN ' lit visions to or re-use of drawings with- � ,��_�� \_�1 PAGE: LIVING SPACE: I G85 sa.ft. (fml5hed/heated areas)out architect or Engineers Approval Q 05709 � SCALE: 4" = I '-0" voids Seal and Signature on same. ARO"Es SIO'A 4 LINA UTHOR/ZED AL TERA TION OR ADDITION TO TH/5 DRA WING AND RELA TED DOCUMENT5 15A VIOLA TION OF 5EC. 7209 OF THE N.Y.5. 5OUCA TION LA W WINDOW AND DOOR SCHEDULE � N CLEAR GLASS O SYMBOL MODEL NO. WINDOW TYPE ROUGH OPENING QUANTITY SPECIAL NOTES �' N 0 OPENING AREA N o W1 CXW 15 CASEMENT 3'-0 1/2"x 5'-0 3/8" l 1 .5 1 2. 1 10 FL Q z W2 CXW 145 CASEMENT 3'-0 112"x 4'-5 3/8" 10.0 10.5 10 EGRESS IN BEDROOMS W3 CX 1 55 w/ CRT28 10 CASEMENT/TRANSOM 2'-8"x 0-5 1 3/1 G" 10.7 1 1 .3 5 CSMT t TRNSM MULLED; GRILLS IN TRANSOM ONLY W4 CW 1 45 CASEMENT 2'-4 7/8"x 4'-5 3/8" 7.5 8.0 4 2 UNITS TEMPERED C7 z LU W5 CW 15 w/ CRT24 10 CASEMENT/TRANSOM 2'-4 7/8"x 5'-1 1 7/8" 8.G 9.2 3 CSMT t TRNSM MULLED; GRILLS IN TRANSOM ONLY J LLj Huai WG C 135 w/ CRT20 10 CASEMENT/TRANSOM 2'-0 5/8"x 4'-4 1 3/1 G" 4.6 4.9 2 CSMT *TRNSM MULLED; GRILLS IN ALL UNITS o N o m W7 C 1 5 w/ CRT20 1 0 CASEMENT/TRANSOM 2'-0 5/8"x 5'-1 1 7/8" 7.0 7.5 1 CSMT t TRNSM MULLED; GRILLS IN TRANSOM ONLY W8 P3535 w/ PRT35 10 PICTURE/TRANSOM 3'-5 3/8"x 4'-4 1 3/1 G" - 9.0 1 PICTURE t TRNSM MULLED; GRILLS IN TRNSM ONLY W9 C 1 35 CASEMENT 2'-0 5/8"x 3'-5 3/8" 4.G 4.9 2 W10 CXW 14 CASEMENT 3'-0 112"x 4'-0 112" 9.0 9.3 1 W 1 1 AW25 1 AWNING 2'-4 7/8"x 2'-4 7/8" 1 .1 3.9 1 W 1 2 A41 AWNING 4'-0 112"x 2'-0 5/8" 2.0 5.9 1 TEMPERED; GRILLS 2w/ 2h W 1 3 CW 1 35 CASEMENT 2'-4 7/8"x 3'-5 3/8" 5.7 G.0 1 W 1 4 CX 1 5 CASEMENT 2'-8"x 5'-0 3/8" 9.8 10.4 1 EGRESS IN MASTER W 1 5 G44 GLIDING 4'-0"x 4'-0" G.0 10.0 1 EGRESS IN BASEMENT DI 1`WGG080 GLIDER G'-0"x 8'-0" 17.85 29.80 1 NO GRILLS D2 FW03 180 FULL VIEW OUT5WING 3'-1"x 8'-0" 19.54 13.72 1 NO GRILLS D3 FWH 29G 1 I FULL VIEW DOOR 2'-9"x G'-I 1" 14.55 9.6 1 1 NO GRILLS ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED -� WINDOWS TO BE WHITE EXTERIOR,WHITE INTERIOR,TRADITIONAL SERIES LOCKS It HARDWARE IN WHITE FIN15H AND FULL EXTERIOR SCREENS H N SIMULATED DIVIDED LIGHT GRILLS APPLIED EXTERIOR 7/8"; STYLE TO BE 2 WIDE, 2 HIGH IN ALL UNITS w/GRILLS 3 � CALCULATIONS FOR WINDOWS BA5ED UPON EXPOSURE B 5ECTION SECTION A13 Z NCOEFFICIENT 1 .0 WITH 130 mphBASIC WIND SPEED. AS PER A E 66'-s" Oo TABLE R 301 .2 (4) A OF THE NEW YORK STATE RESIDENTIAL CODE. O 26-7Y0 151-011- WALL 5'-O"WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS CW145 w4ITEMIE --WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 1/2 - # 8 WOOD SCREWS AT I G"O/C, FASTENERS TEMPERED FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"- #8 AT 12"O/C. TABLE 301 .2.1 .2bench 3 WALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED SEPION w " s SECTION ndae� / F Z Q1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALLEXTERIOR Z GLAZING MUST MEET MINIMUM ACTIVE STANDARD ASTM 1`2912 REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. _ 36 KNEE WALLOREFER TO SECTION R I G09.1 .4 FOR ALTERNATIVE OPENING PROTECTION. en��, w/STONE CAP W�GLASS ABOVE Z2x 10 CJ @ I G" QUW Q MASTE5E DON (n > 0 12 ® ® O Z 22'-1M" O O NUa � VENT TOILET �. CxW145 wz CXVV1.45 w2 -CW145- 4-CW 145 w4 ROOM 2070 3- 9 " LVL FLUSH HE ER CX15 wl4 CXW15 wl CXW15 wl CXW15 wl - - - --- EGRESS - - 5 FIXED - - 2070 � EGRESS 5HELVES LINEN LINEN RR 5 FIXED X8 3070 BUILT IN sHELvesi 2670 I G SHELVING •C.O. NOOK R 5.D. 3070 W 12 i WALL LEGEND: HALLLn •c.0. NEW CONSTRUCTION �5.D. LU 2"X 6" STUD FRAME EXTERIOR WALLS, open banister 2870 2470 U �- R-21 BATT INSULATION, J" PLYWOOD w2 DOOR PANEL O `n SHEATHING ON EXTERIOR, HOUSE WRAP BEDROOM SUITE 2670 HUNG ON TRACK; OLn TRIM OPENING v t SIDING AS SELECTED;j" GYPSUM 8. %LIGH � 18.9'90 LIGHT •C.O. BOARD ON INTERIOR51DE 17.8%VENT UO U LL_ 0 2"X 4" INTERIOR STUD PARTITION, LAUNDRY U X N o W/ I LAYER J" GYPSUM BOARD ON EACH 5070 ��® 2470 stair - HIS N N to N > OUT Q 3 SIDE; USE M0I5TURE/MOLD RESISTANT CLOSET landing PROVIDE VINYL PAN ASIPDERowNER a z BOARD IN BATH * LAUNDKY AREA5 � USE 511ELF UNDER WASHER; HARD MASTER SUITE CEMENT BOARD ON ALL AREAS TO RECEIVE TILE HANG ROD ° 36"KN' WALL - 0 N PIP D V NT FOR D R 4475017. 111111111ATONE CAP x 18.9%LIGHT1 4 G -A13 @� TO EXTE OR N 17.8%VENT _U 2x4 STUD FRAME WALLS COMMON TO cabinets ,� Z �W UNFINISHED ATTIC AREA; PROVIDE R-15 BATT CLOSET bench I-� nt INSULATION WITHIN " DRYWALL TO FINISHED R ` X SIDE. m 5070 N 1 5HELFq LIN '-O" 3- 9 ' FLUSH LVL_ DOUBLE JOISTS � _ wz `SOo, LOSET HANG ROD RR/CJ INTERSECTION z g m v, PULL-DOWN `r ATTIC STAIR •C.O. 5070 w ra e • MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT ALL SECOND FLOOR. 2670 2670 «5.D. _ - U 9 g - . - . - . - . - - ��\ � . . . Io a ron • PROVIDE R-49 BATT INSULATION THRU ENTIRE CEILING. 0U co PRcnED�� roof • ALL WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOVE, OR A5 SHOWN; IS - O 0 PROVIDE 2 JACK STUDS BETWEEN ANY PAIR UNLESS STATED OTHERWISE. c9 LINE OF 8'-0" 2x 1 O CJ @ I G" OC I u` - CEILING.0 / z 3'-10" PLATE • 7-0 4"WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. c� 5070 -- !i -- • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTERIORS, o BEDROOM 2470 BEDROOM t� POCKET DOOR5 o Zu x 187 50.Fr. 170 50.1`7. o _ --1 --- U WHITE INTERIORS * PERMANENT EXTERIOR GRILLS (87"), 2 OVER 2 STYLE N 18.9%LIGHT0 8.9%LIGHT - ED AS SHOWN ON ELEVATIONS *AS NOTED ON WINDOW SCHEDULE, 17.8%veNr 7.8%VENT N AW251 wl I • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE ® 7'- "WALL P TE CALLED OUT ON PLAN. - @ WALL40F HED g z HERS roof w �81R ® o ; cave g W • INTERIOR DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, U LINE OF RR/SUB LR N BUILDOUT _ w '=OJ dresser Island A5 PER OWNER U BY"REEB", PANEL STYLE TO BE SELECTED; HINGES TO BE SQUARE, FLAT BLACK. O INTERSECTION • ALL INTERIOR CASINGS TO BE I x4 w/BACKBAND; BASE MOULDING "'2 RR`THIS SECTION` 51T U I LU 1 2 5 (.() m 5 y 2470 TECO JOISTS v ON FIRS FLK WALL PLATE =O W r TO BE METRO COLLECTION # MCB5 12. WINDOWS TO RECEIVE 4 SILL; ALL ( o - . 33 9 "" FLUSH LVL . - . - . LINE OF 8'-0" CEILING - . ��.1a' FLUSHILVL- . TO HEADER - C m WINDOWS AND EXTERIOR DOORS TO HAVE 4 x EXTENSION JAMBS. SECTION ?- _ . - . _ : _ . : _ . cn �Ig Q I PITCH O U q 7-"PLATE HEIGHT % 2x I O CJ I G" OC sEcrloN s 5ECTION C - • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. 7-7 PLATE HEIGHT, @ w 2x 10 CJ @ I G OC M 2x 10 CJ @ I G" OC - - - ' -- C N C PIT HED 0 EGRESS O CXW14 w10 �% EGRESS -N 3 CXW 145 w2 GXW145 w2 z\ 7 7 13'-0" 8'-0" 13'_0" 4'-6" 4'-6" bench seat U t _ _ Zo 02 O tY O - Ln� 12 02 zu CXW 145 w2 Q Q- 51 X Z SECTION N N SECTION 15'-6" A B 2 34'-0" 3'-6" PORCH ROOF SECTION D Architect and Engineer's Seal and Signature only good for initiall use of Dov- of NEIV y drawing. Changes, alterations or re. SECTION visions to or re-use of drawings with- out Architect or Engineer's Approval ! voids Seal and Signature on same. r ° PAGE: SECOND FLOOR PLAN ' LIVING SPACE: 21 GO 5cf.ft.(finmhed/heated areas) R FtssloNPV 5 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF5EC. 7209 OF THE N.Y.5. EDUCATION LAW N O u N Z m N U' _Z J lLJ � UQ >- C) T) 1) to ROOF GUTTER _tr HOU5E LEADER SECTION SECTION SECTION 4 A E 8 M EXTENSION SZ 7V- GRADE %„GRADE ~ o N SECTION \ \ F SECTION F LQ N DDag ® ® ® �� 2x 10 R.R. O L D ® � ® ® ® \ \\ \\ \ @ IG" O.C. O ® � ® � 2x I O CJ AS CT ® LU DDS ® � 12 0 12 D ® M1�j ® 9f 9 SECTION I'_p', � D (n® PRECAST ONCRETE N 75/ 5„ ® LEACHI RING - — O ® 8'-0"P� x DEPTH CALCULATED I TYPICAL LEADER ELEVATION / SECTION — _ ® ® ® Not to 5cale - ® ® RUNOFF NOTE: t,A„ 2x 10 R.R. U z z Gutters continuously around; O.C. 12 Leader locations as per E N— LU Q installer - all leaders drain to �, (S) > CLEAN SAND GRAVEL 4" 0 PVC pipe to new drywells. �P G � � 0 z °Lo o O D 12 12 �O 12 0 � �6 �6 S �6 cv LL x N aO � O Q 0 00 N N N aU O N 1 1 Z" LVL RIDGE � 0) 12 °' N � IO� JPI2 I i Z" LVL RIDGE I I I I 101 O x U '�� U ROOF NOTE5: I N i CK o �J� o W tn • GAF architectural asphalt roof o 0 _ '�� _ o _� u_ lu Shingle over entire roof area. o DZ v N \ — — — — — N iV 15# felt over 8" CDX Plywood I 6 r--12 Lu N O Z sheathing with ice � weather shield — 2x 10 CJ A5 CT at all perimeters and valleys. ° N U I I g U ; • 12" flying gable rafters around all areas. N L • Overhang dimensions as indicated; adjust 12 12 12 I 2x I 0 R.R. Z c� as needed so all fascias align where shown. 6 6 6 G. w @ 16" O.C. Refer to elevations for visual of heights. (i • v v p • I xG fascia and vented, vinyl beaded soffits. � o 02 o � 02 - o[ c) 0 2 U i — i RUNOFF NOTE: N @� �� N @� ,� x —' 1 2 v Gutters continuously around; J� 0 0 OL 12 @ II G o� Ngo 10 Leader locations as per �� o o �� I� o — installer - all leaders drain to o 10 F c 4" 0 PVC pipe to new drywel is. S J J � (N Ua — I W RUNOFF CALCULATIONS: �ti 10 12 N 2x 10 R.R. I 0 12 N , 2x I oR.R. I 10 12 2716 x . I G7 x 7.5 = 3401 gallons of runoff �� _ @ 16 O.C. _ @ 16 O.C. @ (1) 1 '-0" x 8'-0" O capacity = 300 gallons _ I 2x►0 CJ AS CT U 3401/ 300 = 1 1 .3 — : — — — SECTION 2x 10 R.R. 2x I O R.R. 2x 10 R.P1. � sEaloN Runoff Containment Requires: 10 --_ �I o C @ 16" O. C (3) 4'-0"deep x 8'-0" O ring OR equal t o„ @ I G" O.C. _ _ @ I G" O.C. (provides 3600 total capacity) mLU rrnn HIGHER FASCIA SECTION V B § W C m SECTION ALIGN THESE A FASCIAS * 5HED I1/_ • DORMER y SECTION > LOWER FASCIA D Q z 0 U = z � Q � SECTION z E ROOF FRAME PLAN SCALE: 4" = I '-0" `y�PtE OF NfW YO ARfifted Md fngmeer's Seal and V J.Mq Signature only good for initial use of drawing. Changes, alterations or re- o PAGE: visions to or re-use of drawings with- a out Architect or Engineer's Approval voida $cal and Signature on same. R�FES S t ON P� UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15A VIOLATION OFSEC. 7205 OF THE N.Y.5. EDUCATION LAW GENERAL NOTES: N U0 0 U Z th g ELECTRICAL NOTES: N • The Information on this set of construction documents is to relate basic dell n � Q � � Intent and framing details. They are Intended as a construction aid, not as a substitute for generally accepted good budding practice and are in compliance with 1 1 e" LVL RIDGE; current 2020 New York State Building Codes and the 2018 IRC. The general contractor All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include SIMP50N C520 Is responsible for providing standard construction details and procedures to ensure a installation of fixtures*specifications as Indicated on plans. Light fixtures to be supplied by CONNECTOR OYP. ALL) professionally finished, structurally sound and weatherproof completed product. owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install • General contractor to coordinate all subcontractors, schedulln of work and all outlets as per code. All work is to be done in strict accordance with the New York State Code O 9 ARCHITECTURAL ASPHALT z interaction between trades. by a licensed electrician. All new switches t outlets to be Leviton,Toggle,supplied 4 Installed by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and ROOFING WITH 15# FELT 12 12 Z U ~Q • The contractor Is responsible for ensuring that all work and construction meets provide wiring as required for gas fireplace and cooking appliances. OVER e" CDX PLYWOOD G G I 1 8 LVL RIDGE; p p m or exceeds current federal, state and local codes, ordinances and regulations, etc. WITH ICE *WEATHER SHIELD 51MP50N CS20 These codes are to be considered as part of the specifications for this building plan. FRAMING NOTES' @ PERIMETERS * VALLEYS 6 OC, CONNECTOR(TYP. ALL) • If in the course of construction, a condition exists which disagrees with that as \ Indicated on these drawings, the contractor shall stop work and notify the designer ��@ ATTIC 2x 10 RR @ I G" OC *the engineer Immediately. Should he fail to follow this procedure and continue work, • All lumber Is to be Douglas Fir#2 or better at I G"on center \0 �'X 10:12 PITCH @ GABLE 12 he shall assume all responsibility and liability arising therefrom. • All wood framing in contact with concrete or masonry Is to be pressure treated. 'ACQ'designation BOLT ALL CJ TO RR w/2-2" CB R-49 BATT INSULATION 110 • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. refers to current arsenic-free treated wood standards and shall take the lace of'CCN WITHIN CEILING, ALL AREAS SFR 2x 10 CJ/CT @ I G" O.C. p p 4" PLYWOOD SUBFLOOR • The designer has not been engaged for construction supervision and assumes no 6 All TJI's are to be installed In accordance with the manufacturer's specifications and shall include 51MP50N H7 CONNECTOR 4 ROWS WIDE I x6 AZEK FASCIA, CENTER responsibility for construction coordinating with these plans, nor responsibility for squash block ng web stiffeners at bearing points on girders and other load bearing areas construction means, methods, techniques, sequences or procedures or for safety I xG AZEK FASCIA, CENTER 2x 10 CJ/CT @ I G"O.C. BEADED VENTED VINYL precautions and programs in connection with the work Indicated. There are no • Structural Steel A5TM A3G- FY= 36 KSI BEADED VENTED VINYL SOFFIT warranties for a specific use;expressed or Implied In the use of these plans. SOFFIT; OVERHANGS VARY' 3- 91" LVL FLUSH • All straps, connectors, plates, bolts, Wads, etc. are to be galvanized. Designated connectors,straps, 2 • Contractor to provide hardwired smoke detectors, with battery back up,and with HEADER no Intervening switches, on all floors and In each bedroom. Verify with local code etc. on these drawings are wi by Simpson unless otherwise indicated. All connectors, straps, etc. are to be 3- 2x8 HEADERS ABOVE ALL requirements as per Section 8317 New York State Residential Construction Code. nailed/bolted in accordance with the manufacturers specifications. 2nd FLOOR WINDOW UNITS; t OVERHANG DIMENSIONS Install carbon monoxide detectors as per code. g„ VARY� MAY BE ADJUSTED • All floor sheathin Is to be AC e plywood, ton ue f roove and shall be lued and screwed to C520 STRAPPING BEDROOM CLOSET CLOSET BEDROOM g 4 tYp p g g g _ = TO ACCOMMODATE ROOF BEDROOM the floor Joists(G"o.c. edges* 12"o.c.field) 2x4 INTERIOR STUD PITCHES ALIGNMENT OF - FOU NDATION NOTES: Solid blockin Is to be installed eve 8'-0"max, or mid span of all floor joists with spans exceedin PARTITIONS,2" GYP. °L n` a FASCIA HEIGHTS _ 9 �' p J p 9 2x6 STUD FRAME EXTERIOR 3 . Blockin is to be Installed at all pint load bearm pints. BOARD EACH SIDE w • General contractor to review plans, elevations and details to determine g p ej p WALL @ I G" O.C. w/R-2 I BATT o 2- 2x8 HEADERS ABOVE intended heights of finished floor above typical grade. • Install double Joists under all partitions running parallel N INSULATION,e" CDX PLYWOOD ALL INTERIOR DOORS 21" PLYWOOD SUBFLOOR R-19 BATT INSULATION 4 — �_ SHEATHING, HOUSE WRAP HARDIE BETWEEN I st 2nd FLOORS �- • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. • All exterior wall headers to be as Indicated on floor plans t sections and all interior FIBER CEMENT SIDING; N F- V' headers are to be 2- 2"x I O"unless otherwise noted. All headers exceeding 5'-0"shall have a double • Concrete shall be FC = 3,500 P51 @ 28 days 2" GYPSUM BOARD ON INTERIORU1 W N j ):,i: 0 d' Jack stud with a single king stud 4 on exterior walls provide double sill plate(typical). I I�" TJI 230 F.J. @ I G" O.C. • Concrete on 4"sand or gravel fill minimum, with 6x6- 10/I 0 welded were mesh 3 uj reinforcement. Interior slabs to be laced on 6 mil, stabilizedpolyethylene va or • Provide Insulation baffles at cave vents between rafters and soffit vents as Indicated t- N p p on plans PROVIDE C51 G FLOOR � - barrier. Welded wire mesh Is to be placed in the top third of the slab and is to be -. TO FLOOR STRAPPING � ' adequately supported by precast concrete bar supports to assure that the reinforcement • Exterior flashing Is to be adequately installed at all connections between roofs, walls, _ O Is held In position during concrete placement and finishing. chimneys, projections and penetrations as required by approved constriction practices. 3- 2x 10 HEADERS ABOVE; `� O 3- 2x 10 HEADERS ABOVE ALL • Isolation joints are to be installed between the slab and the walls. Use preformed INSTALL TIGHT TO TOP WALL I st FLOOR WINDOWS � DOORS Joint filler that Is to be cut I/2"below the slab surface and the resulting Joint is to be filled FLOOR PLAN NOTES: PLATES AT KITCHEN * GREAT Z-'" DRYWALL ALL AREAS OR AS CALLED OUT ON PLANS; with an elastomeric joint sealant. ROOM UNITS ^N °o C520 STRAPPING GREAT ROOM 7 DEN o -Z • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS WINDOW AS SHOWN ON - m m • General contractor to Install cop-r-tex(or copper)sheet metal termite shields p °L `0 LLJ between all wood surfaces that are exposed to concrete or masonry surfaces. • All Interior walls to be covered with 2"gypsum board with metal corner reinforcing. All PLANS; MULL ALL TRANSOMS TO UNITS BELOW • Dampproof exterior of foundation wall with a bituminous coating; Foundation drywall products, including gypsum board, screw,Joint compound, tapes*trim shall be U.S. 0 2x6 ACQ SILL PLATE excavation upon approval of building department inspections. Gypsum Co. or approved equal. All joints shall receive 3 coats of joint treatment. Sand final OVER TERMITE SHIELD 0 z coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and '„ OVER SILL SEAL; _Q11 PLYWOOD SUBFLOOR spackled, 3 coats, ready for paint. 4 PROVIDE 51MP50N C520 PLUMBING * HVAC NOTES: Ix 12 AZEK w/WOOD FLOOR W/ LPT4 CONNECTORS W Z • Interior paint to be Benjamin Moore, walls"WHITE DIAMOND"and ceilings white, unless xG DECKING otherwise decided by homeowner. All interior trim*mouldings to be satin"white diamond". 2- 2x 10 ACQ GIRDER 2x 10 ACQ DJ @ I G" R-19 BATT I I TJI 230 F.J. @ I G"O.C. Z Q • All plumbing work shall be done by a duly licensed plumber and must conform and adhere BOLTED THRU POST W/ 3" ROXUL U to all New York State building codes safety requirements. • Insulation ratings and installation locations as indicated on floor plans+f sections. " g" DIAMETER ANCHOR BOLTS W Q (2) .4CARRIAGE BOLTS 3- 1 1 " LVL DROPPED___,," W/ 7" MIN. DEPTH @ 48"O.C. > • If wall plates or joists are cut during the installation of plumbing fixtures or equipment • Interior doors to be solid core wood; style to be determined. Interior trim to be GIRDER contractor must provide appropriate bracing to tie framing back together. CONNECTOR N ARU44 W/ MIN. 3"X3"x8"WASHER @PLATE Z I x4 casings with�sill and backhands; Metro Collection MC55 12 base moulding. CONNECTOR(TYP) PROV. H4 CONNECTOR LL 0 • Plumber to supply and Install tankless, on demand hot water heater. • 4 8" POURED CONCRETE O All bath 4 kitchen area walls and ceilings adjacent to wet areas to have water resistant Gx6 ACQ POSTS ON 12" m 3 2" DIAMETER STEEL LALLY • Plumbing fixtures to be supplied by owner, Installed by plumber. drywall, and provide cement board for all areas set to receive tile. 50NOTUBE w/POURED COLUMN BURIED IN BASEMENT- FOUNDATION WALL WITH (L CONCRETE FOOTING 24"x24N 12" POURED UNHEATED, UNFINISHED - § KEYWAY* 1'-4"X 8" FOOTING; • Mechanical subcontractor is responsible for adhering to all applicable codes and Kitchen to have countertops as selected with ceramic tile, subway backsplash; all baths " " A � PROVIDE 2- #4 REBAR WITHIN WALL to have ceramic tele floors and surrounds as selected b homeowner. 20 x 20 x 12 d. CONCRETE FOOTING safety requirements. Y TYPICAL DECK FOOTINGS AND FOOTING. DAMP PROOF• HVAC subcontractor to fully coordinate system data 4 requirements with the PERIMETER OF ALL AREAS equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review*approval. 'NOTE: CONCRETE SHALL BE PC = 3,500 PSI @ 28 DAYS • Mechanical system to be 3 zone with damper controls on second floor. Include FOOTINGS SHALL BEAR ON optional hydrating air system within. UNDISTURBED SOIL WITHIN 4" POURED CONCRETE SLAB BEARING CAPACITY OF • HVAC to vent all dryer 4 cooking exhausts. ON COMPACTED FILL 1 .5 TONS PER SQUARE FOOT !L � m n NAILING SCHEDULE -- BUILDING SECTION "A" � 2018 WOOD FRAME CONSTRUCTION MANUAL W N JOINT DESCRIPTION NAIL QUALITY NAIL SPACING GENERAL WIND PROTECTION CONNECTION NOTES SCALE: 4"= I '-0" w Adapted from Standard for Hurricane Resistant Residential Construction; 55TD N ROOF FRAMING p } RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER 10-99 and 2018 SBC High Wind Edition Wood Frame Construction Z 10'-0"WALL:3-8d PER RAFTER Fasteners and Connectors for Wood Frame Construction CEILING J015T TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER J015T 10'-0"WALL:4-8d PERJO15T I . A continuous load path between footings, foundations walls, floors, studs and U cu CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP roof framing shall be provided. Figure 3.7a Ceiling Bracing Gable Endwall Z CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE 2. Approved connectors, anchors and other fastening devices not Included In BLOCKING TO RAFTER TOE NAILED 2-C EACH END RIM BOARD TO RAFTER END NAILED 2-1 the Standard Buildln Code, Section 23OG of IB2x4 Continuous C shall be used In accordance Truss or Ceiling Joist 1 6d EACH END with manufacturer's recommendations. , Lateral brace at 6 o.c. lOd Nails WALL FRAMING at�2ryO,C. Gable PLATE TO TOP PLATE FACE NAILED 2-I Gd PER FOOT 3. Metal plates, connectors, 5crew5, bolts, and nails exposed directly to the 2-10d Nails TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS-EACH SIDE weather or 5ubJect to salt corrosion in costal areas, shall be 5tainle55 steel or End STUD TO STUD FACE NAILED 2-16d 24"O/C hot dipped galvanized. _ Truss HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES a� a) TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD 4, Where windows and doors interrupt wood structural panel sheathing and -. m 3-16d PER 2X6 STUD siding, framing anchors or connectors shall be provided at the top and bottom -- '`-',-ti� I" 4-1 Gd PER 2X8 STUD - - of cripple studs, header studs, and at least one stud at each side of o enin BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd PER FOOT 5. Ridge straps shall be attached to each pair of opposing rafters except where - FLOOR FRAMING collar ties of I xG or 2x4 lumber IS located in upper third of attic space and 5d Cooler Nails at 10"o.e. J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST attach to each pair of rafters. 2'x4"Black nailed to each BRIDGING TO JOIST TOE NAILED 2-8d EACH END G. Uplift connectors Shall be provided at each rafter bearing. BLOCKING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' Gypsum Board LEDGER STRIP TO BEAM FACE NAILED 3-1 6d EACH JOIST W JOIST ON LEDGER TO BEAM TOE NAILED 3-81 PEP,J015T of exterior corners. 20 Gage Strap Z r ---- ---- _--_- 5d Cooler Nails at 7"o.c. �o BAND JOIST TO JOIST END NAILED 3-I Gd PER JOIST 10-8d Nails Each `f BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the m foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x End of Strap W N ROOF SHEATHING 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 Endwall p m 4'PERIMETER EDGE ZONE- 16"O/C-6"AT PANEL EDGES inches of each end of each plate. Anchor bolts shall have a minimum embedment Studs CD STRUCTURAL PANELS 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELDof 7 Inches In concrete/ masonry foundations. Anchor bolts shall be located W INTERIOR ZONE- 16"O/C-G"AT PANEL EDGES AND 12"AT within 12 inches of corners and at spacing not exceeding 4 feet on center. } 851 INTERMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETEREDGE OF THE ROOF,INCLUDING 4'-O"ON EACH SIDE OF THE ROOF PEAK,THE 4'-O"PERIMETER Q Z EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. _ DESIGN LOAD CALCULATIONS �- CEILING SHEATHING V GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ib5f) Q N WALL SHEATHING EXTERIOR BALCONIES G0 Z STRUCTURAL PANELS 1/2„ 1 1 ga.Galy.Roofing nail 3"EDGE/6"FIELD DECKS 40 (.I2"x1.51.x.7/16"head) ATTICS WITHOUT STORAGE 10 25/32" 1 1 ga.Gaiv.Roofmg nail 3"EDGE/G"FIELD ATTICS WITH STORAGE 40 (.12"x1.75"L.x.3/8"head) ROOMS(OTHER THAN SLEEPING ROOMS) 40 FIBERBOARD PANELS 7/1 6" Gd 3"EDGE/G"FIELD SLEEPING ROOMS 30 25/32" 861 3"EDGE/6"FIELD GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD 4'EDGE ZONE- 16"O/C-6"AT PANEL EDGES AND 12-AT HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA INTERIOR ZONE- I G"O/C-6"AT PANEL EDGES AND 12"AT GROUND 9N01,V LOAD 20 I1r,5 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD OF IV,,- FLOOR FFLOOR SHEATHING BA5;C WIND SEED 130 mph 0 J•M,q2 �P STRUCTURAL PANELS- I"OR LE55 8d 6"EDGE/ 1 2"FIELD Ex onure Cntejory B Architect and Engineer's Seal and 51'SMIC DE5'GN CATEGORY B WEATHER'NG 5`VEP� Signature only good for initial use of Nailing requirements are bd as on wall sheathing nailed 6 inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain - drawing. Changes, alterations or re- 1, O higher shear capacities,naihng requirements for structural members shall be doubled,or al FROST LINE DEPTH 3'-0" When wall sheathing is continuous over connected members,the tabulated number of na,ls shall be permitted to be reduced to I-I Gd nail per foot. TERMITE MODERATE To HEAVY visions to or re-use of drawings with- . -•.-`' PAGE: ICE BA?RIER REQU'?ED YES out Architect or Engineer's Approval `) 57p9y voids Seal and Signature on same. AR FESS1cNP`'� 7 UNAUTHORIZED ALTERATION OR ADDITION 70 THI5 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF5EC. 7209 OF THEM Y.S. EDUCATION LAW N 0 o O U Z m N 0 zz 1 1 e" LVL RIDGE; 51MP50N C520 U CONNECTOR('TYP. ALL) ILI z_ 3 w ARCHITECTURAL ASPHALT BOLT ALL CT TO RR w/ 2- CB 6 1 12 STANDING SEAM METAL 1 2 / 2 1 2 ROOFING WITH 15# FELT ROOFING w/TAR PAPER G G k�OR I G OVER 8" CDX PLYWOOD G OVER e" CDX PLYWOOD \� R WITH ICE#WEATHER SHIELD MAINTAIN I'-O" OVERHANG "O 6 WITH ICE �WEATHER SHIELD Fg@ / 6 pC, @ PERIMETERS *VALLEYS ACROSS MAIN ROOF LINE 1 \ R-49 BATT INSULATION @ PERIMETERS VALLEYS r�0 / OF BACK OF HOUSE Z�\0 WITHIN CEILING, ALL AREAS BOLT ALL CJ TO RR w/2-J" CB I,A,� 2x 10 RR @ 16" OC 2xI0CJ/CT@ 16" O.C. 2xI0CJ/CT@ 16"OC i ALIGN FASCIA lL / 51MP50N H7 CONNECTOR FLYING GABLE RAFTERS ON T�G� / EXTERIOR OF GARAGE 51DE L� / 3- 2x8 HEADERS ABOVE ALL 2nd FLOOR WINDOW UNITS; 12 ATTIC HIS CLOSET MASTER ENTRY C520 STRAPPING 101 MASTER 2x6 STUD FRAME EXTERIOR KNEE WALL/ RAFTER PLATE WALL @ I G" O.C. w/R-21 BATT RR OVER PANTRY TO 12 INSULATION,8" CDX PLYWOOD ATTIC b @i ADJUST OVERHANG DIMENSION SIT ON FIRST FLOOR 1 O F ��- SHEATHING, HOUSE WRAP HARDIE AS NEEDED TO ALIGN WITH \_P,-19 BATT WITHIN WALLS m r- WALL PLATE 2�\o FIBER CEMENT SIDING FRONT PEAK OF GARAGE COMMON TO ATTIC AREAS c� ADJUST OVERHANG 118"TJI 230 F.J. @ I G" O.C. PROVIDE CSI 6 FLOOR I I8"TJI 230 FJ @ I G" OC ~ N DIMENSION AS NEEDED PROVIDE CS I G FLOOR TO ALIGN w/FRONT BLOCKING TO FLOOR STRAPPING TO FLOOR STRAPPING 6�i; PORCH FASCIA R-30 BATT i- N 2xG STUD FRAME EXTERIOR z — 8" FIRE RATED DRYWALL `~ Q WALL @ 16 O.C. w/R-21 BATT -�) O 3- 2x 10 HEADERS ABOVE ALL--/ ON WALLS AND CEILING Q ? O I st FLOOR WINDOWS+ DOORS INSULATION, B CDX PLYWOOD 6� p OR AS CALLED OUT ON PLANS; SHEATHING, HOUSE WRAP HARDIE C520 STRAPPING PANTRY CLOSET MUDROOtv 4x4 POSTS w/ 2x2 FIBER CEMENT SIDING ENTRYKIJ WA BALUSTERS * CAP RAIL; 2x6 ACQ SILL PLATE USE WHITE COMPOSITE RAILING SYSTEM, ACROSS OVER TERMITE SHIELD GARAGE DIM N IONS MAY b MAINT N HEADER LU Y E OVER SILL SEAL; VAR A5ED ON HEIGHT TAKEN SIDE OF DECK ALONG GA G 5LAB 4 FROM U FLOOR STAIR ENTRY PROVIDE 51MP50N C520 Exls I GRADE O m �� W/ LPT4 CONNECTORS = Z �"xG DECKIN 2x8 ACQ BOX FRAME g Z WRAP w/ I x 12 AZEK e" DIAMETER ANCHOR BOLTS FLOOR WI IN R-19 BATT IIB TJI 230 F.J. @ 16 O.C. 2x8 ACQ DJ 16" W/7" MIN. DEPTH @ 48" O.C. PITCH SLAB TOWARD5 HOU5E LU z 3" KOXUL 2- 2xG ACQ SILL PLATE W/MIN. 3"X3"x8"WASHER @ PLATE - Z Q DU OVER SILL SEAL 8" POURED CONCRETE 4" POURED CONCRETE SLAB O FOUNDATION WALL WITH ON COMPACTED FILL WITH J' DIAMETER ANCHOR BOLTS KEYWAY* P-4"X 8" FOOTING; W.W.M. GxG/I Ox 10 GAUGE WIRE m Z BASEMENT- BASEMENT W/7" MIN. DEPTH @ 48" O.C. PROVIDE 2-#4 REBAR WITHIN 0 O UNHEATED, UNFINISHED STAIR W/MIN. 3"X3"x8"WASHER @ PLATE WALL it FOOTING. DAMP PROOF CZ PERIMETER OF ALL AREAS ft- ENTRY STAIRS: 8" POURED CONCRETE BUILDING S ECT I O N "D" FOUNDATION WALL WITH KEYWAY* 3'-0"X 8" FOOTING; SCALE: 4" = I '-0" I III PROVIDE 4-#4 REBAR WITHIN WALL AND FOOTING. DAMP PROOF PERIMETER OF ALL AF.EAS UJ BUILDING SECTION SCALE: 4" = 1 '-0" y oL `_° LU ILL- LU L LLUU , 3 z o I I " LVL RIDGE; U 2 51MP50N C520 Z CONNECTOR(TYP. ALL) 2 °,p 101 R-49 BATT w JW 2xIOCJ/CT@ IG" O.C. 75 5IMP50N H7 CONNECTOR o U I xG AZEK FASCIA, CENTER BEADED VENTED VINYL " DRYWALL ALL AREAS SOFFIT EE N ^ HER CLOSET R-19 BATT INSTALL FLASHING CL/RAFTER P r, LLJ KNEE WALL z - 0 2x4 ACQ LEDGER BOLTED `1 m ATTIC ATTIC TO HOUSE FRAME; SHED W RAFTERS SIT ON LEDGER LU 12 FASTEN w/ H2.5 SERIES U 1 18"TJI 230 F.J. @ I G"O.C. 5 2x4 CJ BOLTED w/ 2-Z" CB SyF� LU o R-30 BATT INSULATION 3 / 3- 1 1 LVL DROPPED —/ THROUGHOUT GARAGE Z / ri,r. t ER CEILING 5° a' 3- 7 4" LVL HEADER, / WRAP FINISHED / 3 2" DIAMETER STEEL LALLY 9'-0"X 8'-O" DOORS w/ Z Q / COL MN BURIED IN 3- 1 1 8" LVL HEADERS i STRUCTURAL WALL z 24"x 4"x 12" POURED ABOVE C520 STRAPPING I BRACKET \ CON RETE FOOTING i o WALL BRACKETS TO HAVE I w MIN. 8001b WEIGHT CAPACITY �. DOOR TO I O =j=j FEE= MUDROOMLit[ AL I 0 � I I I PITCH SLAB TOWARDS DOOR @ 8"/FT. I I OF NEt, ArcO,itect and Engineer's Scsl and � Mqz� 0 Signatl-re only good for initial use of F� drawing. Changes, alterations or re- �_ visions to or re-use of drawings with. � � PAGE: out Architect or Engineer's Approval � voids Seal and Signature on same. 057CP � FESSIONP� BUILDING SECTION "C" 8 5CALE: 4" = I '-0" UNAUTHORIZED AL TERA TION OR ADDITION TO TH/5 DRA WING AND RELA TED DOCUMENTS 15 A VIOLA TION OF SEC. 7209 OF THE N.Y.S. EDUCA TION LA W 1 1 8" LVL RIDGE; 51MP50N C520 CONNECTOR(TYP. ALL) N N 0 12 N G I � Z m 2x/0RR IG cna . 0 @ ATTIC C SEAT CUT OF RAFTERS TO Z w EXPEND INTO ROOM AS 3%" U Q 0 (nC) SHOWN 2x 10 CJ/CT @ I G" O.C. R-49 2xG" ACQ LEDGER BOLTED I 4W TO HOUSE FRAME; PORCH I A RAFTERS SIT ON LEDGER FASTEN w/ H2.5 SERIES STANDING SEAM METAL ROOFING w/TAR PAPER OVER 8" CDX PLYWOOD g BATH BATH o UPSTAI HALL o WITH ICE *WEATHER SHIELD @ PERIMETERS *VALLEYS 6 2" CLOSE ELL SPRAY FOAM AND R-19 ATT INSULATION 2� 12 ARCHITECTURAL ASPHALT 8 ROOFING WITH 15# FELT BeO�Gr WITHIN C (LEVERED JOISTS ShFO R _U IL�� I LAOVE " CDX PLYWOOD �lfm 8 — x I I8"TJI 230 F.J. @ 16" O.C. R-19 BATT 2x8� WITH ICE *WEATHER SHIELD 16" OC @ PERIMETERS *VALLEYS 2- 9 j" LVL HEADER 2- B" LVL 2- 1 1 " LVL FLUS 2x6 STUD FRAME EXTERIOR WRAPPED w/ I x AZEK DR PED HE TECO JOIST @ FLUSH HEAD R LC CATIONS WALL @ I G" O.C. w/R-21 BATT = JOIST TO BE CANTILEVERED O ER INSULATION,8" CDX PLYWOOD -� FRONT DOOR WALL; PROVIE E o SHEATHING, HOUSE WRAP HARDIE L SOLID BLOCKING, INSULATi NFIBER CEMENT SIDING ~ L N 4 ENTRY FOYER GREAT ROOM EA ING (f7 0 PLYWOOD ON UNDERSIDE. 8 N K = 3 d o a N Z N 10" SQ. COLUMN w/ E O - ' CAP BASE DETAIL O p O PROV. H4 CONNECTOR 4"xG PORCH DECK DECK-SEE SECTION "A" I x 10 AZEK PROV. H4 CONNECT R 118"TJI 230 F.J. @ 16" O.C. R-19 BATT + 3" ROXUL 2- 2x 10 ACQ GIRDER W BOLTED THRU POST W/ 3- 1 1 8' LVL DROPPED (2) 4" CARRIAGE BOLTS GIRDER SIMPSON ABU44 STAIR WELL WHERE 0 SHOWN ON PLAN 3 2" DIAMETER STEEL LALLY CONNECTOR(l)P) COLUNN BURIED IN GxG ACQ POSTS ON 1 2" 24"x24"x 12" POURED LLJz Q 50NOTU13E w/POURED CONCRETE FOOTING CONCRETE FOOTING 20"x 20"x 12"d. TYPICAL DECK FOOTINGS O > 2x8 ACQ LEDGER BOLTED 4" POURED CONCRETE SLAB Z TO HOUSE FRAME WITH 5" ON COMPACTED FILL 0 O "LEDGERLOK" SCREWS @ 16" O.C.; HANG D.J. FROM LEDGER WITH 51MP50N LU25 CONNECTOR TYPICAL ALL DECK AREAS BUILDING SECTION 11E'I SCALE: 4" = I ,-o,, 1 1 Tg" LVL RIDGE; SIMPSON C520 CONNECTOR(rYP. ALL) 11J u 1L u� n \�0 G 12 IT IT @ -19 N o } 2x I0CJ/CT@ IG" O.C. tE 7W L 4"0 ROOF Z ROOF LJ VENT 4 - MASTER BATH r MOISTURE RESISTANT L=Lj ELL2 GYPSUM BOARD IN ALL LUJI ATTIC BATHROOM LAUNDRY AREAS w BATHL — I LAUNDRY I BATH 3 I BATH 4 BATH 5 — — I I I I I �I 1 1/2 1iI 1 1 1/2 � j �I I 1/2 ¢I I 1/2114 I I I/4 � 0I I 1/2 If 1 1/2 1II 1/4 --�1-1 1/-2 _TI_1/2_ R-19 BATT INSULATION 1 1/4 1 1/4 � a tva 1 I 1 1/4 BETWEEN Ist� 2nd FLOORS ORS of Q INK I I 0 I 01 V W.M I I SHdWER I° SHOWER I SECOND FLOOR 1 KITCHEN i Z n 3 2 1 1/4 1 1/4 2 2 3 2 1 1/4 1 3 2 1 1/4 3 2 1 114 C„O.I 4 I 1 C.O. I 4 1 LU m � m KITCHEN BATH I — ---- -- � • W -Y L 311 _ z 11/4 I a �11n 04 F.A.I. NK LAV ID.W. z 0 Q � FIRST FLOOR BASEMENT- z C.O.I 2 1 1/4 3 — TO SUFFOLK COUNTY DEPT.OF IID 4 HEALTH SERVICES APPROVED 5EPTIC UNE. SLOPE" 1/4" PER FOOT PITCH TO DRAIN OF Nfh� BASEMENT �;4c`�;i�:ct E,,-,d Engi user's Seul and ° g Mq S: ature ce'y good for initial use of PLUMBING RISER DIAGRAM BUILDING S ECT I O N 11 FII drawing. Chanes, alterations or re- � � �� PAGE: SCALE: " NOT TO SCALE " = I '-0" visions to or re-use of draiwings with- 0 out Architect or Engineer's Approval, �w voids Seal and Signature on same. 9 ?0 FSSIOWP UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS PROVIDE 1/2" SPACING ° m BETWEEN THE END STUD UPPER SHEARWALL (n Q 't z AND THE 2 OTHER STUDS BOLTS NOTCHED RAFTER FOR ALLOWING CONNECT CORNER STUD CORNER BRACKET RAFTER - HOLDDOWN INSTALLATION TO TRANSFER SHEAR ANCHOR RIDGE FASTEN WITH (2) 16d ' RIDGE _ ° COMMON NAILS @ 6" O.C. Q oNom SIDEWALL ENDWALL THREADED ROD SHEAR WALL CORNER CONNECTION �— DOUBLE PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING ANCHOR CORNER BRACKET KING STUDS BOLTS LOWER SHEARWALL CRIPPLE STUD SHEARWALL TO SHEARWALL m RAFTER HEADERSHEARWALL HOLD-DOWN DETAILS ' • N.T.S. s v RAFTER ;• JACK STUDS N TOP PLATE TOP PLATEz N WALL STUD �\ 3/BUPLYWOOD SPACER LE TOP PLATE C) °' o = o . :\ TYPICAL HEADER o WALL STUD TYPICAL HEADER CONNECTION I I I OR AS PER PLANS MT524C RAFTER TIE TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION I I I I I BY SIMPSON OR E RaUc I I I Iciji 'l- HEADER TYP. AT WIN. HDR.OpWOOD HEADER/ WOOD BEAMO o . REFER TO FLOOR PLAN III ( R.R. AT 16 O.C. AS PER PLANS 2ND. FLOOR WALL STUD w I ( {2) 2"xG" JACK STUDS > 2NG" KING STUDS DBL. TOP PLATE AT z z DETAIL (TYP TO BOTH SIDES) SECOND FLOOR OR p U 2ND. FLOORSBFLOOR NOT TO SCALE I _ _ i AT SINGLE STORY `w > WOOD JOIST WOOD JOISTO z RIM BOARD 11/4"X24" 20 GAGE p 0 BLOCKING JOIST HANGER DBL. 2XG TOP PLATE I HEADER STRAPS TYP. 1 ST. FLOOR TOP PLATES NP I I I WINDOW AT I I I AT 2ND FLR. EXT. GIRDER/HEADER USE 8ci COMMON NAILS @ G" I I I I OPENING---- I I I I WALLS WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD O.C. AT FIELD AND 4" @ I 2"XG" WALL FRAME @ I G" O.C. EDGES -REFER TO PLANS FOR DESIGNATED AREAS I 1 1/4"X24" 20 GAGE 2X6 BLOCKING TYP. I II II JACK STUD STRAPS TYP. AT SEAM AT ALL i I I AT 2 SIDES OF OPENING JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER BLDG. CORNERS TYPICAL MULTI-STORY CONNECTIONS 2X6 WD STUDS AT LU I G" O.C. TYP. RIM JOIST 1 ST. FLOOR WALL STUD 1/2" CDX EXTERIOR GRADE Q �PLP OOD SHEATHING I 1/4"X24" 20 GAGE HEADER STRAPS TYP. W Y 1ST. FLOOR PLATE RIM JOIST AS PER PLANS AT EACH STUD w Y � SUBFLOOR —. —� —. —� � N o REMOVE EXISTING SHEATHING WALL STUD WALL STUD RIM BOARD AS REQUIRED TO APPLY STRAPS Z BOTTOM PLATE BOTTOM PLATE WAL/HEADEP, BATHTUB SUB FLOOR DOUBLE SILL PLATE NOT TO SCALE U DOUBLE JOIST DOUBLE JOIST NAILING DETAIL (ELEVATION) z � FOUNDATION WALL NOT TO SCALE TYPICAL WALL STRAPPING DETAI LS NOT TO SCALE DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1 ST. FLOOR TO FOUNDATION CONNECTIONS 42 LU N c O TYP. WALL FRAME-REFER U TO SECTION DETAILS NEW WINDOW: REFER TO PLANS FOR ry TYPE AND 51ZE z �. I X3 MIN. PRE-PRIMED t TRIM AROUND EXTERIOR W n OF WINDOW TYP. LJ m r • LU y olo 3 2 1/2" NO. G WD SCREWS p z TYP. AT I G" O.C. MAX. 3" y. o FROM END TYP. U Z 1/2" PRECUT STRUCTURAL z Z PLYWOOD WINDOW PANEL TYP. FOR ALL WINDOWS AND GLA55 DOORS. y�P�E OF N fly j0 Architect and Engineer's Seal and Z Signature only good for initial use of drawing. Changes, alterations or re. visions to or re-use of drawings with. w PAGE: out Architect or Engineer's Approval ") o5�o GLAZING PROTECTION DETAIL voids Seal and Signature on same. F�SSlO� I NOT TO SCALE UNAUTHORIZED AL TERA TION OR ADDITION TO THIS DRAW/NG AND RELATED DOCUMENTS/S A VIOLA TION OF 5EC. 7209 Of THE N.Y.5. EDUCA TION LA W