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Home My WebLink About49455-Z OS�Ffat'(c Town of Southold o2y 8/29/2024 a P.O.Box 1179 C. _ 53095 Main Rd y oZ A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45493 Date: 8/29/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 70 Wildberry Ln, Southold SCTM#: 473889 Sec/Block/Lot: 51.-3-12.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/9/2023 pursuant to which Building Permit No. 49455 dated 7/7/2023 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 finished basement, front porch,rear entry stoops, rear second floor balcony and attached garage as applied for. The certificate is issued to 108 Harbor Watch LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-0368 8/9/2024 ELECTRICAL CERTIFICATE NO. 49455 8/20/2024 PLUMBERS CERTIFICATION DATED 8/26/2024 Jose Reyes Aut ri ed S9 ure o�SUFFvt,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT y _ TOWN CLERK'S OFFICE o { SOUTHOLD, NY yaNi� 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). PO,rmit#: 49455 r Date: 7/7/2023 i Permission-is hereby granted to: 2nd Generation Prop LLC 230 E 85th St New York, NY 10028 To: construct single`-family dwelling as applied,for per SCHD approval. 1 At premises located at: 70 Wildberry Ln, Southold SCTM #473889 Sec/Block/Lot# 51.-3-12.7 Pursuant to application dated 5/9/2023 and approved by the Building Inspector. To expire on 115/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,062.80 CO-NEW DWELLING $50.00.. Total: $3,112.80 ' r Building Inspector �O��pF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � Southold,NY 11971-0959 O • �o Jamesh _southoldtownny.gov A-UM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 108 Harbor Watch LLC Address: 70 Wildberry Lane city:Southold st: New York zip: 11071 Building Permit* 49455 Section: 51 Block: 3 Lot: 12.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Brilliant Electric Corp. Electrician: MUshtaq Qureshi License No: 40455-ME 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 300a Heat Duplee Recpt 100 Ceiling Fixtures 11 Bath Exhaust Fan 7 Service 3 ph Hot Water tanklec GFCI Recpt 24 Wall Fixtures 18 Smoke Detectors 8 Main Panel 2/150 A/C Condenser 3 Single Recpt Recessed Fixtures 176 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 125ft Dryer Recpt 1 Emergency Strobe Heat Detectors [12 Disconnect Switches Q3 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge,1 mini-fridge,1 gas oven,1 dishwasher,1 micro,1 washer,1 hood,1 light lift, 7 light mirrors, 3 transformers,2 mini-splits Notes: HOUSE/BBQ AREA Inspector Signature: Date: 8/220/24 70 wild berry In j rff"Sul Town Hall Annex �"�O �.j. Telephone(631)7WI802 54375 Main Road �Zb P.O.Box 1179 Southold.NY 11971-0959 BUILDING DEPARTMENT DID TOWN OF SOUTHOLD AUG 2 7 2024 BULDING DEPT. CERTIFICATION TOWN OF SOUTHOI:T" Date: Building Permit No. q0t tl Owner. LL _ (Please print) Plumber: . — (Please print) I certify that the solder used in the water supply system contains less than 2l10 of I%lead. 1NP (Plumbers Signature) Sworn to before me this a� day of , 20, SHAUN MAS Mary Public,State New York bi '�!o.02TH6248Notary Public, fsqu County .. :ied in Nassau Co ty ."'Jr i=xpires October 1 SHAUN THOMAS 'lotary Public,State of Newyork No.02TH624860 Qualified in Nassau County ��J� ;onnnission Expires October 11 } i Nunemaker, Amanda From: Lanza, Heather Sent: Tuesday,June 13, 2023 8:34 AM To: Nunemaker,Amanda Subject: RE:Wildberry Fields Subdivision Yes,they have restored the buffer. And the road has been constructed. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent: Monday,June 12, 2023 12:27 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: RE: Wildberry Fields Subdivision Sorry,tax map number is 1000-51-3-12.7 From: Nunemaker,Amanda Sent: Monday,June 12, 2023 12:27 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject:Wildberry Fields Subdivision Hi Heather, I just want to confirm that lot 1 has satisfied the requirement to restore the non-disturbance buffer as per Planning approval. Also, is the road for this subdivision cleared? On Google Earth i#shows unimproved, however the image is from 2021. They are applying to construct a new dwelling so I just want to ensure all Planning requirements have been completed. Thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 H .1yI E E N E R G : - ;�Home Energy.Solutions Inc, !°.•'� <: ':' 187 E.Main Street w i ; �•'`:s l�1 i� �-� t ' ' Huntington,NY 11743 - (631)673-0664 CONSERVATION THROUGH EFFICIENCY a '3 3 MAR — 5 2024 gdlamay3@gmail.com PRE-DRYWALL INSg-H(jZ N-` PORT Date: INSPECTION RESULTS Builder: - - Air Sealing [BYPASS ❑FAIL Address: � -(„�, h�„y,� � Insulation ffPASS '❑FAIL Lot # 50AP/ Duct Test ❑ ASS FAIL Pean 14? pL RS ITEMIZED CHECKLIST STRUCTURAL COMPONENTS N/A PASS INCOMPLETE WINDOWS 1. U: SHGC: ❑ [2`t ❑ Garage Joist 2. U: SHGC: ❑ ❑ Cantilever WALLS ❑ El Soffit AGW 2 x R- Sy K -U'�' ❑ ❑' ❑ Attic Knee Wall Hybrid Wall: Foam R- Batt R- ❑ ❑ Fireplace Exterior Ins: R- ❑ ❑' ❑ Bathtub E XPS ❑ Polyiso ❑ E�J/ ❑ Sill Plate Garage Wall: R- ❑ E?f ❑ Top Plate Foundation Walls: R- M CHANICAL VENTILATION FRAMED FLOORS O Energy Star Rated Bath Fan Abv Garage: R- l O r1 ,e ❑ ERV Abv Basement: R- v 4 ❑ Fresh Air Intake Cantilevers: R-' 0.6 ;F4 2'CG �� =. �'D•L ROUGH DUCT TEST CALING C D Duct Location sr AH1: u CFM Flat: R- 34'IrI•S"-�a AH2: CFM Vaulted. R-3�/ 9 s- -/D' AH3: CFM Sealed Attic: Thickness: A CC❑ LDSF 9?- NOTES: ! �- HES REPRESENTATIVE SIGNATURE: OE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION ] OUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 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 [ ] RENTAL REMARKS: tP 6c. Q"-U4 04 DATE y p INSPECTOR OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPEC 710n ION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] OUNDATION 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 [ ]/RENTAL REMARKS. �lN - `�V v Af-, 4 — c DATE INSPECTOR SOOIyO� I I J 0 wy NVI # # TO ` � SOUTHOLD BUILDING DEPT. �IyCouto 631-765-1802 INSPECTION [ .] FOUNDATION 1ST/-REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE-RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL- REMARKS: .r DATE INSPECTOR c n � --- (Lfil'�Lj�✓ OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. ell- 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION W [ ] PRE C/O [ ] RENTAL REMARKS: T) L 1 VL,y a I aL DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. CoUH(V�c� 631-765-1802 5� INSPECTION [ ] FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 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 [ ] RENTAL REMARKS: -6 DATE INSPECTOR SO(/lyO� # # TOWN OF SOUTHOLD BUILDING DEPT. G C courmN�'i� 631-765-1802 qjq INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /FI ESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: k In V; it WA AVA" Q 2�� DATE INSPECTO /' OF SOUTyO q q�5 70 (4)� l/`'�GI 1 -A * # TOWN OF SOUTHOLD BUILDING EPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) PO ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:gopa p vve4s frjqe m4ectioti w I ��6 er etae S4rcSo4ttli opv K �e v►� S key f_+e_c+o r 6 66d� emm a'eA< ro �G iov� DATE o2 INSPECTOR OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. coutm, ,o 631-765-1802 . d--INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] ' FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL �- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE,C/O [ ] RENTAL REMARKS: PW C6 - -i 6ivvz,..- LN [ w 46v DATE g y3 INSPECTOR i s. a 1 j ® 1 t r _ � t Y r Galaxy S22+ r, 1 Galaxy S22+ t ( •v, t' F k - no ,� 'r . i ` Apl�r � � t r t R� 0, �0(�f Ali� p P .� • � � �4• '� ^� .•� � ,+ S. �+�",� tom_, _'�,.. a r ' �� 4•�i • I� i • jI l 1 \t -_.:. � r `_.yam ��" ,t• '%' ,,-- _ ',�'►,' >' �" - ..w i • .IP 'jam � � .'ram �_ I� .' �^ -�� i�y f . .►.+� ' � „. t s� � '° r �„ 1 � .., , ,. Tiw;y �' 'r N � { ' • ..,.... _ � r/,�" w`r :� - _, F 1� —� �� 1 �� ____ � t , s w ;Aw .o `"►mad`.• r�q# e �,"$� �� i • l �' y z Job: 70 Wildberry Lane .g �,i ht Soft Load Short Form Date: 4124/23 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com ° • n forma •no For: 70 Wildberry Lane, Southold, NY 11971 � - e • o Htg Clg Infiltration Outsidedb (OF) 8 84 Method Simplified Ins ide db(OF) 72 75 Construction quality Tight Design TD (OF) 64 9 Fireplaces 2 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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 Clg AVF M2) (Btuh) (Btuh) (cfm) (cfm) AH1_Basement 2273 16324 8161 600 600 AH2_1st Floor 2378 33165 31993 1583 1583 AH3 2nd Floor 2695 35026 21793 1173 1173 Entire House 7347 84515 59065 3356 3528 Other equip loads 16252 2285 Equip.@ 1.00 RSM 61350 Latent cooling 10057 TOTALS I 7347 I 100768 I 71407 I 3356 I 3528 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t 2023-Apr-2510:29:31 �l�ill�S� � RightSuite@ Universal 2022 22.0.05 RSU20822 Page 1 �\ \Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E V Load Short Form Job: 70 Wildberry Lane wills htsof t Date: 4/24123 AM—Basement By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com For: 70 Wildberry Lane, Southold, NY 11971 � - • o 0 Htg Clg Infiltration Outside db ('F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZWB 42-3 Cond RA1318AJl NA AHRI ref Hot Water Coil ATQ2-1215 Coil RH1T2417STANJAUSA AHRI ref 7507604 Efficiency 95 AFUE Efficiency 12.0 EER, 13 SEER Heating input 152000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.072 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.71 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Base Bedroom 587 4298 3268 158 236 Basement 1687 12026 5426 442 392 AH1_Basement 2273 16324 8161 600 600 Other equip loads 4766 670 Equip.@ 1.00 RSM 8832 Latent cooling 3667 TOTALS I 2273 I 21090 I 12498 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. gel-id1/1'ightsaft" 2023-Apr-2510:29:31 ,.aqs•y o..w�.yr:.q Rig ht-Suite®U niv ersal 2022 22.0.05 RSU20822 Page 2 ...\Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 70 Wildberry Lane wrl htsoft Date: 4124/23 AH2 1 St Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com For: 70 Wildberry Lane, Southold, NY 11971 ® - • e e Htg Clg Infiltration Outs idedb(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZWB42-3 Cond RA1348AJ1NA AHRI ref Hot Water Coil ATQ2-1724 Coil RH1T4821STANJAUSA AHRI ref 7509274 Efficiency 95 AFUE Efficiency 11.5 EER, 13 SEER Heating input 152000 Btuh Sensible cooling 33250 Btuh Heating output 76579 Btuh Latent cooling 14250 Btuh Temperature rise 44 °F Total cooling 47500 Btuh Actual air flow 1583 cfm Actual air flow 1583 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Kitchen 506 6397 9231 305 457 Dining Room 254 2970 2910 142 144 Mud Room 76 2228 1085 106 54 Pwdr Rm 30 0 0 0 0 Great Room 462 5432 9223 '259 456 Entry/Living 585 8541 5890 408 291 Guest Bath 87 0 0 0 0 Guest Bedroom 378 7597 3654 363 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4* 101►C';(gr1tsoft" 2023-Apr-25 10:29:31 *�= ,v ova o.. f RightSuite@ Universal 202222.0.05 RSU20822 Page 1Wrightsoft HVACVO Wildberry Lane_Southold.rup Cale=MJ8 Front Door faces: E AH2_1st Floor 2378 33165 31993 1583 1583 Other equip loads 6951 978 Equip. @ 1.00 RSM 32970 Latent cooling 6513 TOTALS I 2378 I 40116 I 39484 I 1583 I 1583 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. "Iflirightsofto 2023-Apr-25 10:29:31 All .—.)`.— Right-Suite®Universal 2022 22.0.05 RSU20822 Page )m ...\Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E M Load Short Form Job: 70 Wildberry Lane 11 ri htsoft Date: 4/24/23 AH3 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Rrojecilin • 0 For: 70 Wildberry Lane, Southold, NY 11971 Htg Clg Infiltration Outside db('F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZWB 42-3 Cond RA1336AJl NA AHRI ref Hot Water Coil ATQ2-1224 Coil RH1T3617STANJAUSA AHRI ref 7508908 Efficiency 95 AFUE Efficiency 11.5 EER, 13 SEER Heating input 152000 Btuh Sensible cooling 24640 Btuh Heating output 61858 Btuh Latent cooling 10560 Btuh Temperature rise 48 °F Total cooling 35200 Btuh Actual air flow 1173 cfm Actual air flow 1173 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Suite 942 10806 10430 362 502 2nd Floor 1753 24221 16924 811 815 AH3_2nd Floor 2695 35026 21793 1173 1173 Other equip loads 4535 638 Equip. @ 1.00 RSM 22431 Latent cooling 4545 TOTALS I 2695 I 39561 I 26976 I 1173 I 1173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig tCsaft'i 2023-Apr-25 10:29:31 ,, iu,,•ia w..a ....m� Right-Suite@ Universal 2022 22.0.05 RSU20822 Page 5 ...\Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 70 Wildberry Lane li �'1 � " Date: 4/24123 2nd Floor By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com For: 70 Wildberry Lane, Southold, NY 11971 Htg Clg Infiltration Outsidedb('F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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 °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 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd Fl Hall 241 1605 1426 54 69 Bedroom 2 318 5039 2891 169 139 Bath 2 96 1502 1038 50 50 Bedroom 3 253 3286 3092 110 149 OTB 56 1640 1318 55 63 Stairwell 125 0 0 0 0 Bedroom 4 292 5883 3591 197 173 Laundry 67 9 583 0 28 Bath 3 71 0 0 0 0 3rd FI Landing 129 5258 2986 176 144 3rd FI Stair 107 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrigihtsof$" 2023-Apr-25 10:29:31 -1' ,..-.,„� e,.� Rig htSuite@ Universal 2022 22.0.05 RSU20822 Page 6 \Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E 2nd Floor 1753 24221 16924 811 815 Other equip loads 0 0 Equip.@ 1.00 RSM 16924 Latent cooling 2094 TOTALS I 1753 I 24221 I 19017 I 811 I 815 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rightsor 2023-Apr-2510:29:31 ,. ,.,� Right-Suite®Universal202222.0.05 RSU20822 Pa9 e7 ,��.q, A1v"�T+e ...\Wrightsoft HVAC\70 Wildberry Lane_Southold,rup Calc=MJ8 Front Door faces: E Load Short Form Job: 70 Wildberry Lane 1111�`Ii�h� C Date: 4/24/23 Base Bedroom By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.00m For: 70 Wildberry Lane, Southold, NY 11971 Htg Clg Infiltration Outsidedb('F) 8 84 Method Simplified Ins ide db('F) 72 75 Construction quality Tight Design TD (7) 64 9 Fireplaces 2 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/Ib) 34 30 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 '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 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bedroom 6 587 4298 3268 158 236 Base Bedroom 587 4298 3268 158 236 Other equip loads 0 0 Equip. @ 1.00 RSM 3268 Latent cooling 691 TOTALS I 587 I 4298 I 3959 I 158 I 236 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wright soft" 2023-Apr-2510:29:31 ,.� •a«v +rr R y Right-Suite®U niversal 2022 22.0.05 RSU20822 Page 8 \Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 70 Wildberry Lane W�-Ighift� Date: 4/24/23 Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com • • • For: 70 Wildberry Lane, Southold, NY 11971 � - • e • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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 °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 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement Rec 1564 12026 5426 442 392 Bath 5 122 0 0 0 0 Basement 1687 12026 5426 442 392 Other equip loads 0 0 Equip.@ 1.00 RSM 5426 Latent cooling 1607 TOTALS I 1687 i 12026 I 7033 i 442 I 392 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41i-wrightsoW 2023-Apr-25 10:29:31 au..yvsaw.cwy r Right-Suite@ U niversal 2022 22.0.05 RSU20822 Page A+�+ ...\Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 70 Wildberry Lane willig 1tsof ° Date: 4124123 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Ojlep n f• • For: 70 Wildberry Lane, Southold, NY 11971 1 11 IMF • • Htg Clg Infiltration Outsidedb('F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/lb) 34 30 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 °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 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom 512 5414 5815 181 280 Master Bath 212 3584 3259 120 157 Master Dressing 218 1807 1356 61 '65 Master Suite 942 10806 10430 362 502 Other equip loads 0 0 Equip. @ 1.00 RSM 10430 Latent cooling 1149 TOTALS I 942 I 10806 i 11578 I 362 i 502 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ., v�e'Ye,�htlCsafrg° 2023-Apr-25 10:29:31 �+._ ,„,.�.i, „�.,,,g,�,w,,,.t„� Right-SuiteC�Universal 202222.0.05 RSU20822 Page10 ) ...1Wrightsoft HVACVO Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E 1 ' N Basement x`12 ,... .:yes.. •..� .. . 8-x 12'• 12xA",:. I 88;6fm :101{x 12 +' 12'X 4 ri 88 cfm 236 cfm o-- 4x6 6 x 4 Bedroom 6 12%4_ 6x;12 6x12 Basement'Rec E,t 6'x 4 88 Cfrrm i xr12. 88cfn. 10x4.' :I 10x4 10 x'.12 4 8 x 4. 6 x 14;x'24 — II 7 fm' 10k4. S I" I12x1 10 x 4 c' 18 x 16 Mechanic I Bath 5, 88 cfm', 14 x 1 t; Job#: 70 Wildberry Lane Home Energy Solutions Inc. Scale: 1 : 116 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@ Universal 2022 70 Wildberry Lane Huntington,NY 11743 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Apr-25 10:31:05 gdlamay3@gmail.com ...C\70 Wildberry Lane_Southold.rup N r 1st Floor 7'JT7363cm, Co�--152 cfm 12�152 cfm �152cfm Guest Bedroom Great Room Kitchen Guest Bath �-152 drn 152 cfrn 0�152 cfm ud Room EP-d 1583 cfm 106 cfm 136 ctrn Dining Room Entry/Living Garage CM--136 cfm 144 cfm ®`136 cfm Job#: 70 Wildberry Lane Home Energy Solutions Inc. Scale: 1 : 116 Performed by Katelyn Maieski for: Page 2 187 East Main Street Nght-Suite@ Universal 2022 70 Wildberry Lane Huntington,NY 11743 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Apr-25 10:31:05 gdlamay3@gmail.com ...C\70 Wildberry Lane_Southolclxup , N 3rd Floor 3rd Fl landing'?'± =a Ll Job#: 70 Wildberry Lane Home Energy Solutions Inc. Scale: 1 : 116 Performed by Katelyn Maieski for: Page 4 187 East Main Street Right-Suite@ Universal 2022 70 Wildberry Lane Huntington,NY 11743 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Apr-25 10:31:05 gdlamay3@gmail.com ...CVO Wildberry Lane_Southold.rup Manual S Compliance Report Job: 70 Wildberry Lane � fight sofV p p Date: 4124123 AH1_Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com For: 70 Wildberry Lane, Southold, NY 11971 Design Conditions Outdoor design DB: 84.0°F Sensible gain: 8832 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.2°F Latent gain: 3667 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0'F Total gain: 12498 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1318AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 13138 Btuh 149%of load Latent capacity: 5631 Btuh 154%of load Total capacity: 18769 Btuh 150%of load SHR: 70% • o en • Design Conditions Outdoor design DB: 8.07 Heat loss: 21090 Btuh Entering coil DB: 64.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Bosch Thermotechnol Model: ZWB 42-3 Actual airflow: 600 cfm Output capacity: 38403 Btuh 182%of load Meets all requirements of ACCA Manual S. >a rightsaft® 2023-Apr-2510:29:31 a•xn.+nww..ycm Right-Suite®Universal 2022 22.0.05 RSU20822 Page 1 PIRi+: \Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MA Front Door faces: E Manual S Compliance Report Job: 70 Wildberry Lane wIr ghtst�ft Date: 4/24123 AH2 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com NINE • • 0 For: 70 Wildberry Lane, Southold, NY 11971 o • • o • Design Conditions Outdoor design DB: 84.0°F Sensible gain: 32970 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.2°F Latent gain: 6513 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 39484 Btuh Indoor RH: 50% Estimated airflow: 1583 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1348AJ1NA+RH1T4821STANJAUSA Actual airflow: 1583 cfm Sensible capacity: 33521 Btuh 102%of load Latent capacity: 14366 Btuh 221%of load Total capacity: 47887 Btuh 121%of load SHR: 70% Design Conditions Outdoor design DB: 8.0°F Heat loss: 40116 Btuh Entering coil DB: 67.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Bosch Thermotechnol Model: ZWB 42-3 Actual airflow: 1583 cfm Output capacity: 76579 Btuh 191%of load Meets all requirements of ACCA Manual S. wrightsaft, 2023-Apr-25 10:29:31 , .,v =•� Right-Suite@ U niversal 2022 22.0.05 RSU20822 Page 2 \Wrightsoft HVACl70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E . }. wrightso Manual S Compliance Report berry Lane Date: 4/24/23 AH3 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com � • O O For: 70 Wildberry Lane, Southold, NY 11971 Design Conditions Outdoor design DB: 84.0°F Sensible gain: 22431 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 4545 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 26976 Btuh Indoor RH: 50% Estimated airflow: 1173 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1336AJ1NA+RH1T3617STANJAUSA Actual airflow: 1173 cfm Sensible capacity: 24640 Btuh 110%of load Latent capacity: 10560 Btuh 232%of load Total capacity: 35200 Btuh 130%of load SHR: 70% Watihg.'E• • Design Conditions Outdoor design DB: 8.0°F Heat loss: 39561 Btuh Entering coil DB: 68.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Bosch Thermotechnol Model: ZWB 42-3 Actual airflow: 1173 cfm Output capacity: 61858 Btuh 156%of load Meets all requirements of ACCA Manual S. wrr'igt[tsci '#" 2023-Apr-25 10:29:31 49� Right-Suite®Universal 2022 22.0.05 RSU20822 Page 3 \Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: 70 Wildberry Lane 1 /�`� 1h Date: 4/24123 AM—Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com For: 70 Wildberry Lane,Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.47 in H2O 0.47 in H2O Supply/return available pressure 0.40010.070 in H2O 0.400/0.070 in H2O Lowest friction rate 0.116 in/100ft 0.116 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 404 ft • o : D- • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln(ft) Ln(ft) Trunk Basement Rec h 2405 88 78 0.140 5.2 6x 4 ShMt 55.0 230.0 st2 Basement Rec-A h 2405 88 78 0.179 4.9 12x 4 ShMt 43.3 180.0 stl 0 Basement Rec-B h 2405 88 78 0.200 4.8 4x 6 ShMt 35.0 165.0 st2 Basement Rec-C h 2405 88 78 0.212 4.8 4x 6 ShMt 23.7 165.0 st2 Basement Rec-D h 2405 88 78 0.139 5.2 6x 4 ShMt 58.0 230.0 stl 0 Bedroom 6 C 3268 158 236 0.116 7.8 12x 6 ShMt 74.3 270.0 stl 1 o • � - • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st10 Peak AVF 177 157 0.139 637 6.7 4 x 10 ShtMetl st2 stl 1 Peak AVF 158 236 0.116 472 7.8 12 x 6 ShtMetl st2 st2 Peak AVF 600 627 0.116 753 11.2 12 x 10 ShtMetl Table'Rebirn-Brah6h Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 600 627 60.0 0.116 627 11.2 12x 12 ShMt -Pk �f1fE'a911N saftb 2023-Apr-2510:29:31 1f' ,= m• w,,. ,o� f RightSuite@ Universal 2022 22.0.05 RSU20822 Pagel 1 \Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E Duct System Summary Jab: 70 Wildberry Lane ' wrightsoft Date: 4/24/23 AH2 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com For: 70 Wildberry Lane, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.46 in H2O 0.46 in H2O Supply/return available pressure 0.404/0.056 in H2O 0.404/0.056 in H2O Lowest friction rate 0.062 in/100ft 0.062 in/100ft Actual air flow 1583 cfm 1583 cfm Total effective length(TEL) 739 ft 011 • • • 11 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 Dining Room c 2910 142 144 0.097 6.7 4x 10 ShMt 52.3 365.0 st15 Entry/Living h 2847 136 97 0.120 6.3 4x 10 ShMt 36.7 300.0 st15 Entry/Living-A h 2847 136 97 0.268 5.4 4x 6 ShMt 10.3 140.0 st14 EntrylLiving-B h 2847 136 97 0.133 6.2 4x 10 ShMt 27.3 275.0 st14 Great Room c 3075 86 152 0.076 7.2 4x 12 ShMt 85.0 445.0 st12A Great Room-A c 3074 86 152 0.154 6.2 4x 10 ShMt 27.7 235.0 st15 Great Room-B c 3074 86 152 0.087 7.0 4x 12 ShMt 70.0 395.0 st12A Guest Bedroom h 7597 363 181 0.083 9.8 12x 8 ShMt 60.7 425.0 st12 Kitchen c 3077 102 152 0.062 7.5 4x 12 ShMt 68.3 580.0 st17A Kitchen-A C 3077 102 152 0.069 7.3 4x 12 ShMt 66.3 515.0 st16 Kitchen-B C 3077 102 152 0.074 7.2 4x 12 ShMt 49.7 495.0 st16 Mud Room h 2228 106 54 0.073 6.4 4x 8 ShMt 60.0 495.0 st17 o • D- • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st14 Peak AVF 807 679 0.076 692 13.4 12 x 14 ShtMetl st3 st15 Peak AVF 776 904 0.062 678 14.6 12 x 16 ShtMetl st3 st3 Peak AVF 1583 1583 0.062 792 18.0 16 x 18 ShtMetl st16 Peak AVF 204 304 0.069 457 9.5 12 x 8 ShtMetl st15 st17 Peak AVF 208 206 0.062 416 8.4 12 x 6 ShtMetl st15 st17A Peak AVF 102 152 0.062 457 7.5 12 x 4 ShtMetl st17 st12 Peak AVF 536 485 0.076 643 11.5 12 x 10 ShtMetl st14 st12A Peak AVF 173 304 0.076 456 9.3 12 x 8 ShtMetl st12 wrig I1tsofto 2023-Apr-25 10:29:31 RightSuite®Universa1202222.0.05RSU20822 Page ACM ...1Wrightsoft HVACVO Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E TableRetu�h Branch Detail. Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Mat] Trunk rb1 Ox 0 1583 1583 90.7 0.062 678 18.0 24x 14 ShMt ��tso 2023-Apr-2510:29:31 �n ,, .w•r.,a m•N�,r»say Right-Suite®Universal 2022 22.0.05 RSU20822 Page 3 ...\Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E F � Duct System Summary Job: 70 Wildberry Lane wrightsoft Date: 4/24123 AH3_2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com For: 70 Wildberry Lane, Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.36 in H2O 0.36 in H2O Available static pressure 0.44 in H2O 0.44 in H2O Supply/return available pressure 0.366/0.074 in H2O 0.366/0.074 in H2O Lowest friction rate 0.105 in/100ft 0.105 in/100ft Actual air flow 1173 cfm 1173 cfm Total effective length (TEL) 418 ft 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 2nd FI Hall c 1426 54 69 0.154 5.0 Ox 0 MtFx 7.7 230.0 st9 3rd FI Landing h 2986 176 144 0 0 Ox 0 MtFx 0 0 Bath 2 h 1502 50 50 0.107 4.0 Ox 0 MtFx 43.3 300.0 st8 Bedroom 2 h 5039 169 139 0.105 8.0 Ox 0 MtFx 42.7 305.0 st8A Bedroom 3 O 3092 110 149 0.109 7.0 OX 0 MtFx 26.3 310.0 st8 Bedroom 4 h 5883 197 173 0.144 7.0 12x 4 ShMt 19.0 235.0 st6 Laundry c 583 0 28 0.147 4.0 OX 0 MtFx 13.3 235.0 st6 Master Bath c 3259 120 157 0,156 7.0 Ox 0 MtFx 40.3 195.0 st4A Master Bedroom c 2907 91 140 0.168 7.0 Ox 0 MtFx 27.7 190.0 st4 Master Bedroom-A c 2907 91 140 0.162 7.0 Ox 0 MtFx 16.0 210.0 st4 Master Dressing c 1356 61 65 0.134 5.0 Ox 0 MtFx 38.7 235.0 st4B OTB-A c 1318 55 63 0.129 5.0 Ox 0 MtFx 18.0 265.0 st9 s �rightsaftv 2023-Apr-2510:29:31 e. ,,� Right-Suite®Universal 202222.0.05RSU20822 Page \Wrightsoft HVAC\70 Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E SupplyDetail Table, Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 197 201 0.144 603 7.0 12 x 4 ShtMetl st5 st7 Peak AVF 438 470 0.105 705 10.3 12 x 8 ShtMetl st5 st8 Peak AVF 329 338 0.105 676 9.1 12 x 6 ShtMetl st7 st9 Peak AVF 109 132 0.129 396 6.1 12 x 4 ShtMetl st7 st8A Peak AVF 169 139 0.105 506 7.0 12 x 4 ShtMetl st8 st4 Peak AVF 362 502 0.134 753 10.0 12 x 8 ShtMetl st1 st4A Peak AVF 181 222 0.134 444 7.4 12 x 6 ShtMetl st4 st4B Peak AVF 61 65 0.134 196 4.7 12 x 4 ShtMetl st4A st5 Peak AVF 635 671 0.105 805 11.7 12 x 10 ShtMetl st1 st1 Peak AVF 997 1173 0.105 880 14.5 12 x 16 ShtMetl � I Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 1173 1317 70.0 0.105 659 15.1 12x 24 ShMt ti WCi��11i3a 2023-Apr-2510:29:31 ,�+.�, M,,,,.,.,.,v f�.,,.,, Right-SuiteO Universal 202222.0.05 RSU20822 Page Ii�'r{+3'1 ...\Wrightsoft HVACVO Wildberry Lane_Southold.rup Calc=MJ8 Front Door faces: E Generated by REScheck Web Software Compliance Certificate Project 70 Wildberry Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,002 ft2 Glazing Area 270/6 Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 70 Wildberry Lane Michael Orlando Southold,NY 11971 Universal Realty 516-238-3946 universalrealtyli@aol.com 1 Compliance: 4.2%Better Than Code Maximum UA: 783 Your UA: 750 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop. Wsserribi or' Perimeter i Ceiling: Flat Ceiling or Scissor Truss 116 30.0 0:0 0.035 0.026 4 3 Ceiling-Hot Roof:Cathedral Ceiling 3,059 30.0 0.0 0,034 0.026 104 80 Wall:Wood Frame, 16"o.c. 3,759 20.0 0.0 0.059 0.060 160 162 Door 1:Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Door 1:Glass Door(over 50%glazing) 333 0.300 0.320 100 107 SHGC: 0.30 Window:Vinyl Frame 701 0.300 0.320 210 224 SHGC: 0.30 Wall 1:Wood Frame,16"o.c. 379 20.0 0.0 0.059 0.060 21 21 Door: Solid Door(under 50% glazing) 21 0.140 0.320 3 7 Floor-Cant:All-Wood joist/Truss 37 30.0 0.0 0.033 0.047 1 2 Floor:All-Wood joist/Truss 462 30.0 0.0 0.033 0.047 15 22 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 2,079 0.0 14.0 0.050 0.059 99 117 Depth below grade: 7.0' Insulation depth: 9.0' Door: Glass Door(over 50%glazing) 42 moo 0.320 13 13 SHGC: 0.30 Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 1 of10 R Cont.rdss Area Cavity •s Window:Vinyl Frame SHGC: 0.30 56 0.300 0.320 17 18 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. �, 4/25/2023 Name-Title Signature Date Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 2 of10 -htn s oe'b" •' s'R -p 2018.][E-CC aslamended by the 2020,Newv',Y6rk State SuiDiDleiii6nt;sictioni,R402Ail.2 and ROMA% Address of Tegt:'70 WildbOrry!Lane;:SiJiuthold -.1"11971 .'T- est-Daite' 1/15/2024' twidingTennit# 'Commliance P*4wpy,': -Performance, �,- Test,cpinpjeted l*�:-, Christopher Silvia RESNET Rater iDl 4150294 Home Energy Soiutlolis NAU11Y.W.,�-.'. J STEW Main,Street I GO NY-1 1743 ]§PIA: '631-67- 3-0664 :Building Envelope T tn6sg Volume Calculati6n I lQhedkif, J, V160r, NV 1 ine 6 ndon ed Basement raw, pace 408 :,E1 toiiditior��d' C I's 04sel ea -397, S�23965,, , '-'- It! Attic At diti 2 .7 26 12 lb con ofied,floor area of dwellirigis calculated in 3r.-d- ;accordance -ekeptithatconditioned., IWANSIP65, floor Attic area,includes.areas.whefe the ceiling helIght.is,less than 5 T ofid-Volume 88148 Code:Compliance: 614.@50 Air, 9ps 20903 & a A pa-'- -40ince: Duct Tightness: Post`Construdi6n T*4,Ofil V1110 L eakage System Duct Location.Conditioned.Space FlomMea. feal6g''e, ---,,CFM a`@-Z5�,-1N/A OQ f?CFA COde,CqMp46ACe:Floor Area 2 Leakage- CFM @'25,pa, CFTWIOG ft- CFA� Oide Compliance: SyAtem-J'. Duct Location FloorAre; 4., ge --71 code'Compuanc6 ft2 C -@250a CFMtIOO FAF LeMm' '-Alf building envelopetightniess hiii"6edii,v6r!fiid'aiid.�,'tbnd6ct6d in accordance with-118NET/ItC 380-ASTIVI E7.79 6r.-ASTM EI:827,as, C,�si.amendi�'d.'by-:'thii,-2020. rk State,�Suppjpmienf, section,11402.4.1.2 -building,--duct'_and,plenum required by,2018 IIEC - - , The sVstemhas been`veflfled as'reii6ilreo;bV'ihe,,201E;�IE'-CC"as,�,ariien'ded;bV:2020,New' Ydrk"State Supplement',.seeion R403.3A. a e: Jgnatm` Opjj�j�, ,.,,Sft,a-.Hoiiii�,Ltikekgy.Solutions FIELD INSPECTION REPORT I DATE COMMENTS Y! y FOUNDATION (IST) ------------------------------------ {/�►.� FOUNDATION (2ND) V� z rQ oI�✓ �•y ROUGH FRAMING& vv ';Fill PLUMBING •aa,2(l PAIV v, b e.6 11Gs Waal lL• D Ga n 47,n L14. L Dvbyol INSULATION PER N.Y. STATE ENERGY CODE ` �s FINAL MAL l ADDITIONAL COMMENTS $ S r� at a u3 a 3 o r � � 0 C Q �►�VJ 4C I O 1 Vd � H ^' O z y� W y O• tv ►d H 40 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Ci Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hILtps://www.southoldtoMLnny.gov Date Received APPLICATION FOR BUILDING PERMIT I A For Office Use Only r-A Crl' LE 0 v JE PERMIT NO. Building Inspector: I _1_/ U MAY 0 9 2V3 ED .;AP kftionsland, 2x EMINGDEPT ed.:! no a X 1OWROF800THOLD Date: J ()ck 3 N S :0F,,ER( 7w, !RffR P 14 14 Name: X SCTM#1000-_ 0_ S 5A- l) 66 7A5 dAZ-,L2( L_L-- L-L-L Project Address.-__ Phone#: 3- ... ... I Email: Mailing Address: Name: M_ L Mailing Address- . . -f,o Phone#: Email:M. oe_L.4 0 AJ )O.L J,DESIGN PWFESSIQN .��)[N RIVIAMI�A t L-A Name: Mailing Address: -AMI f7. Phone#: __Zsp Email QNT.R�� R� iPRIVIAT R.., NI: Name: Mailing Address: � Phone Email: JLXD -,,'bE-SCRIP,,TION!OF.,PR'6P-'O'-SED"coNst,,kuCTIC-) $New Structure ElAddition ElAlteration F_]Repair DDemolition Estimated Cost of Project: F-1Other Will the lot be re-graded? VYes E No Will excess fill be removed from premises? E1Ye:5,,'0No PROPERT'Y:'INFORMATION. Existing use of property: Intended use of property: ✓q.e I- L AL5 -I---r l o, hi>nE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes XNo IF YES, PROVIDE A COPY. Check Box After Reading:�'The;owner%contractor/design professional is:responsible'fo_r;alldrainage andsform^waterissues'as,provideil by.', Chapter 236 ofithe Town Code:APPLICATION IS HEREBY MADE to the•Budding Department for the-issuance of,a Building Permit pursuant to the Buildinglone' Ordrnance'of the Town;of Southold;Suffolk,Courity,fNew York and'otheF applicable'L'aws,'Ordinances or Regulations,for the construction'of buildings, additions;alterations.or for r'erno4al:or demolition as h'ereiriA s'erib'e'd:The'applicant,agrees to,comply with'all''applicable!laws,'ordinanc`es,'l-di lding cod'e,'' ,,housing code acid'regulations an'd-to,admit autti tized;insp'ectprs.on'prernises and'in,buildiri'g(s)•for�nec63ary inspections.Fals"e'st'atemehts'made herein,are'i' •pumshable;as,a.Class A misdemeanorpursuant to Section 210:45 of the New York State.Penal,Law:�'..-'-"';'_. - _ " _ _ Application Submitted By(print name): EEO dr -Rt1 fff 3 y L[.0 ❑Authorized Agent Owner - Signature of Applicant: Date: 5 _ v�2. 3 _ STATE OF NEW YORK) SS: COUNTY OF 9-or,*0 LK ) 0 44:&t_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 6/a)AROL (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 XC�y�.S� 20 Z3 WY �^4=/,I-/- Notary Public MIGDALIA A ROQUE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY COMMISS ON1EXPIRES 81/29y (Where the applicant is not the owner) 2a� I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT 51-tctrkal Inspinto-r FEB 1 6 2024 TOWN'OF SOUTHOLD Town Mall An n ax - .5437:5 tvia-Irl Roo d - PO Boy 1179 Southold, Now York 11971-0959 TO Jv'N U, Tbildpo n e (631 A)5-1802 - FAX (G-3 1. 0 APPLICATIONR F OR ELECTRICAL INSPECTION -3� '�4 20 ELECTRICIAN INFORMATUMN Date: t -,1 324 Corriparty Name- Bzrillk-�ntu Flemic 12;orp License Nn., 41on3-mrL Eileo,. em-,ill,mqijf ny @lDya hooX13111 Eler;- Phont,, Nq-, 5168521272 I IP requinsi -in email copy of Gartific.ate. cj' C I T omptian,m_ Elec. Ad rab,�cs- 2-0 Pratt Oval (3 kenn. Cove. HY 11542 JOB. SITE INFORMATION Nwne� 105 Harhinjr VValch LLC A d d re s,,; 7 0 'A?i ld b,e my I-a n S;o us'h h ol d NY '1 1 7 1 Phnnt3 4744.7-54,215.16, Bldq-Pc�rmjt 49-455- 'pmajj- Niloreno M.&'gCl0@yahcjo_CoM '11,000 Section: Block" Lot A P P P17RIEF",Di�ll'Pf�l-ONOFV�OIP,,K, INCLUDES I j . .& E wiri ng of whale house , 1 st,2mj rxi h�-a5,Amomt 00 an, p und,eirgrGUnd sen)`Ccnl tlemp treq ur--Sl-qd, n�00 F a n,d ba r b a a ra a. y'ar-o Fo Cirule All That Apply: Is job ready, for inspecdon2: Y E Sz, N.0 1&1/11 Rough h Li Final DG you ncu?ad r) Temp Gerrliffcate,?- L; YES Fj,"i*,40 I SSLI 8,1i Dan .................... Temp fluform-ation: re-qiLlirod') SCTAGa Si}RIFV-11 PhF13, Ph Sin.: .300 A Ni'.0-tors 1 0.1d PVluu3r# N e w s!ia ry i r-c..0 F i,,f e i oo aconnec. So.rvico c .,)r , U.r-dTg r I I pi(iRon -1R R c0 Jnderod Latm1Zj LJLj_H' Fr am Po Vkeoek oil Sedco r( Additionai Inforrimmiow PAYMM-fqT UEITH APPLICATEGN u + f 0 0 - �(e ^ �� C J BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # Date 2024 Customer Name I Q06 0, CH L _e, Electrician Name Address 70 P/1C1h&e1V LA 2 Phone 5 e-mail ,P'Y1 , Or'1anC/ �4 L , M e-mail Um , � UO UYr Phone / a `f License# 0 C( — Size 30U A- Phase r Overhead Underground #of Meters / Remarks #of Underground Laterals 1 2 New "H" Frame or Pole 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 p �o�g�fFOlK�oGy BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Ca Town Hall-Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # - Date '�' �� I Customer Name D! L-C- Electrician Namew Address r1 o wr 1J6ef '%Lx- Phone e-mail e-mail Phone �") �. License# (� Size '�69G A Phase Overhead Underground X #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole 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 verificatio s valid.fo 90 d y from t ate above. e Authorized by � I a _. I'�17',� ,'tip ', •t r 65 } EIJlka r9 T - 1I ;C a.,117ypquo r 24 T _ r ,b � ';A � � , nIA �� ? r ^ �� . fi. v r •G L C5 L!'hd d, '''1 coos York 1 197.1;t 9`--,Js r 1 3r0,51802 FAX i6'9502 Xs s , " �� •��_ ,j:_'If•il��kl( ti;.t;G�LIt��SiiJLC}��,!'al.n'::w��'�;i;^= :,��I-is�.�41S.�C:a :r:l�;��'.��fl,i'��(.;.�,, Ar, L'ICATITi.t N#'F1.J�k EC T R I CAL I N S P' `'Tl aN . ;.. .€ct, 0,?4: iati' rli :1" S c@ Corrip:?ny iN`rlfl : Bri161•.aiL r^-W.L t 'f 4-orp ale tri:inn'? �`�1ai�1�: fti'1!"ashtaq Oi.3.cEli.i Pain �-,q G.a E1ec" yPflbr• 1 tj h "' ;`+ �c,; P,r 7 i, �...f_ f ( r �� ( ? : :1`I:6-2 �, 1�1' t ;��t'.,,t",�►� e)fri ail c:cip'� cjf r i i+:: c) CorTi,,iiam.p Dec- }� d+�i"�rya- zI r l?rnt4 Cr',�, .l n Cov I�`Y 1.1542 _._.__.... JOB SITE INFO .GL'1',!' TION N am '1r7- ?-Val,c:h LL% A-dress: 0 VVzI berry I a n e So1,j h h o I d N)r 1-1 y7-1 BId9.F-erm1t #: 4R-t1.cji 5. Tax Map Dj5tl'Ic.t: '1000 S3c'fion: Block.,—� Lot: BRIEF DESCRIPTION � ''f4 'a''v ter= ., It�1��Li•JGE t iE l r k r7f �i-t;�;E ,'P'r , 5 �, - 4'e+3r'1r7y Fib LL':�Ctl 1aC'LIL: I sat, elC� =liliy >+�7�e 6Tlf r"It .i�!!.� c�i7iri LI.a��1 :r i{ Lri'±l� 5:!�i`t�i? _f CrlF3 iF'(�i1F fvCi. rYr� I:sr r� ,, arrr. Circle l4lf That Apply, I .j n b r:a'd'y for ;n .pec .c-n?: IV i YES ' �,!r�"i Lvj Rough 1r; 4 ! in�3 Da you nc,e,d -a 9 err,p Ce.rIiI.c !": j YES ' i O `^ T� 1 G' UT d�cJ t �.f i'' ;!s{1 `� -' .!L I:_Si_I ed rJ 11 Os Tamp (Al'.0kjr r'fil rt n rne, ^ 'I/•N®•1 I''ta❑3 r il �i�_: 11�;� h +� h, Nt �. -- ;Old j;'l��t=r�•.... Gr,"E"i:�». W Uncle round Laterals '1 .y ' e ,l o I •, r' , i 1- >w: 'ti 1� 'i� t;'z1r�£, {�;-I �,r�r'',•u; { p, Additional Infurrmalicm: PAYMENT-QC1 E INITH. APPLIG-A- &o - 1 - Y - I U + I o O PERMIT# j((t Address: • r{" '�-6�� AvA Switches O utl etsj%-., G F I's t4 LP L l ' Surface � Sconces H H s'} '� � l it UC Lts Fridge HW 're4lktt -743 POOL 66r"0, Panel Fans Mini Fr. W/D V Pump Exhaust �t Oven °��.s Sump Heater S Trnsfm� Smokes t1l DW I Generator Salt Gen.✓ Carbon Micro GrbDis Water Bond Lights ` Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo �� CooktopV 4$ Minisplit Blower AC-111 AH Hood 1 Blower Service Amps Have Used Sub Amps Have Used Comments I buor `:Sown, 5w Ac,Ln 3 IYe 4019 S a ��o Puy h P"tA 0l P&ft] 4 0 30 Spam 36 5plic2 S uui 5+11? work LH9�e-d pa--J-7J pF SOU��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • OQ Southold,NY 1 1 97 1-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: 108 Harbor Watch LLC 11 Livingston Street Bay Shore, New York 11706 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 70 Wildberry Lane; Southold, New York TAX MAP NUMBER: 1000-51.-3-12.7 Pursuant to Section §144-8 A(1)of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Over clearing into 50 foot undisturbed buffer. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Planning Board and Building Dept. have issued approvals to continue. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: 4/9/2024 , J n J. ars S niortv g I s ector IT SHALL BE UNLAWFUL TO REMOVE T S NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. CHARLES R. CUDDY Attorney at Law 445 Griffing Avenue Riverhead, New York Mailing Address: TEL: (631)369-8200 PO Box 1547 FAX: (631)369-9080 Riverhead, NY 11901 E-mail: charlescuddy@optonline.net L� La U April 25, 2024 ! APR 2 6 2024 Michael Verity, Chief Building Inspector Southold Town Hall 54375 Box 1179 Southold, New York 11971 RE: Wildberry Fields Subdivision and Wildberry Lane Dear Mr. Verity: The subdivision owner has conveyed out the lots in the subdivision and was preparing to dedicate the road to the Town. Several lot owners have commenced construction. The heavy rains have caused severe runoff from the construction sites to the road, resulting in silt and mud clogging the drains and causing the recharge basin to fill to an unacceptable level. The silt, mud and water level damaged the diffusion well. We request that any permit issued for constriction at a subdivision lot note that at the commencement of construction work there must be silt fencing or hay bales or other erosion control measures taken to prevent runoff undermining the road, clogging the drains and over taxing the recharge basin Thank you for assistance in this matter. Very truly yours, V ' ap Chales R. Cuddy CRC:dmc I �xrung I �lamting I _ _ 1YWgtRlf RRA *urur Ctf1l _._.__! • I 7 I 4 and �e�" Noy r, - rail ttp 4�`��' ItE O �or;��poo po`�r�e Recharge Basin �� £ t C�e (O 57886 SF °O j G { Ge atba, ��Wetl ra, �5" E ° N CPIs t ?' i t I 5 L=329 MY Y 2e R000, ?o i � I t*J.i ' ` \ .��4 * L�150.56' 0 S 'S t � �`26` F \ 26529 SF,,- 0' g 50 a0� Al 0 tp 3 j `\ y ( 6 } C ' 40 flq r f.LL ` r � �_ �A it w:. Ih �• 1 N ¢ t1`2 I f �"' rs \ a` 26529 SF i Bp5£MEN i 1 _ rz7u�i I �f] 8�' t N y , 128359 SF t 3 _--- 1 `�. � 32133 5F zo' t _ (, i; 8'04��" Vi `` r 1+'�i>� 1 J l I ) ,,;� � � `•" co'y r ¢ l 1 ly 1 t Negli 5� 36698 SF m�r ` v h rrr 37841 5F N f { 1� i y iTi 4K ( 70 j�' LA Cr ' o I W , 189.52' 105.00' '` 65.00 205.00 �r I o, �22682 SF_ I ' N 1�'34'45" W 615.00' -� ' N 1034145" w r` l now or tormerly Bett na Caio a f Vocan 0 CD O ' o { � 24000 SF N 10'34'45" W F i 0 24000 5F P: now or formerly Sal Caiola LL, ` (Vacant) Lu r 10'34'45" W ; 10 WI 85.00 00 C', I Ol CV � m r¢. rn I - I SITE INFORMATION: CODE WORK NOTES: .m ro.... 70 WILDBERRY LANE L.5s.67 � \60 SOUTHOLD,NY PROPOSED OWTS, FUJI-CLEAN �� < ❑ NITROGEN REMOVAL TOWN OF SOUTHOLD WASTEWATER TREATMENT SYSTEM -�� 61 K S.C.T.M.#: 1000-51-03-12.7 MODEL#CENT 1 � � � " LOT SIZE:36,899.37 SQ.FT. �• `� TODD O'CONNELL ARCHITECT P.C. ELECBASEMENT: 2,213 SQ. FT. 2❑ HOSETRICAL FEEDER AND AIR SUPPLY 1 ` `.2�0p VACANT LAND 62,` �� TODD O'CONNELL, AIA FIRST FLOOR: 2,852 SQ.FT. `� -`. `.�` ;• SECOND FLOOR: 2,465 SQ. FT. 2"SCH. 40 PVC VENT PIPE FROM THE `�� ~ .� �� 1200weterans'Memorial Highway Suite 120'.... NOTE: OWTS TO A MINIMUM �� `� `�� I Hauppauge,NY ii788-' -ALL UTILITIES AND LINES OF 10 FEET AWAY AND MIN 12"ABOVE I �� + ~`�.�� `��N`34 45n P�631)650T-6�66 TO BE FLAGGED AND MARKED GRADE 1 � ; ~� �� `�� (631)650 6fi67 TO BE PROTECTED FROM HAZARDS, I `�` �` (S16).658-0325 I ._:µ:.;_.. BEFORE EXCAVATION. SLOPE PIPE BACK TO OWTS. VENT �� i EL.61.94 �.`: } SHOULD BE 3 FEET FROM NOTE: 1 \ EL.59.33 Q i'.? r ��f;r;Cr IitC f 't�-i7 WINDOWS AND INCLUDE A CARBON - _-RESIDENCES WITHIN 150 FEET OF ALL FILTER PROPERTY LINES OF SUBJECT PARCEL ARE SUPPLIED BY PUBLIC WATER -RESIDENCES WITHIN 150 FEET OF ALL CONTROL PANEL AND REMOTE AIR +� �� •-��.�` t " R R�► � EDA PROPERTY LINES OF SUBJECT PARCEL ARE ® COMPRESSOR I i `�� I ►u 0 CO y/ LOCATION FOR OWTS APPROXIMATE ^' 1 - �-Iw .- i �- �� p0 �'ifr�► �' CONNECTED TO INDIVIDUAL SEPTIC ' � w �' I `^-. � `- I I `� C9 O < � -ALL WETLANDS WITHIN 300'OF THE VERIFY WITH ,A' -�� `�- I t e cr) OWNER PRIOR TO INSTALLATION _ '1 PROPERTY DEPICTED DW3 61 e w -NO RECORDED EASEMENTS ON I »r SUBJECT PROPERTY SEWER CLEANOUT ON INLET SIDE OF TREATMENT SYSTEM < 027935 ,9 -ELEVATIONS IN NAVD88 DATUM O -NUMBER OF BEDROOMS:6 iOF -DIAL 811 FOR UTILITY MARK-OUT PRIOR IF A COVER WEIGHS LESS THAN 60 LBS TO ANY EXCAVATION. A SECONDARY L��/ �� DW2 6�0 I I ^ I W -ABANDON EXISTING SANITARY SYSTEM SAFETY LID OR DEVICE SHALL BE 59--' `._,: �� I I `.`` �Z e LU lit PROVIDED. CONSULT � � � ui ` I TREATMENT UNIT NOTES: 1 x 28.5 Of W. MANUFACTURER FOR SPECIFICATIONS. 1.TREATMENT UNIT TO BE IN CONFORMANCE W/ I �� ® I I I e Q r- SUFFOLK COUNTY HEALTH DEPT. REQUIREMENTS I { 1 wo 2. MIN.DISTANCE BETWEEN SEPTIC TANK AND 1 / ��-�� ® I I i Z z #O DWELLING TO BE 10 FT.; N { i DW1 fir' `�` 2 STORY RESIDENCE t i I t " W MIN. DISTANCE OF SEPTIC TANK TO LEACHING I +. % -_- REEL.60.5 FT i I I ' PROPOSED GAS LINE 1 W � 4 Pool To BE 8 FT. VACANT LAND 1 ; ; i - -----, _ 6W EAB�-6A��1 SAO 6As e S a I' 59 W =' O z o z 58.` � 1 �� GARRGE i 13.82',�`u I II �'� ¢ � - i cu w LEACHING POOL NOTES: `. I } SLAB 59.5 FT I 21.0 CD 4 I `li - f W Z ¢ U ` 1 a I I __^ 1 W W w F p 1. Use(6) LEACHING GALLEYS,3FT DEEP .� I W 22) 9 5 2 o i i�,'- J3 h- - �, m u 2. USE 4 DIAMETER,APPROVED SEWER PIPE THROUGHOUT. �� I I '5 W° I " p I p Mic •0-7 cr 3.omitted ��; I `. 12.99' � I I Ip Z W HOF 4.omitted , `� i`~�, i `r. l� o i i i RcpcSF� t F- o� X G 5. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. 1 I `�,+ o`� �� + I cVFRN o O Of I'l w+ + � a 0 l jaI FqDW W6.SLABSSHALLBEBETWEEN10 AND14 BELOW GRADE --- _ _ _ (�_____ ___ � nruN 7.SOLID CONCRETE COVER SHALL BE BETWEEN 6"AND 12" O 1 I + `� EX I E L.G�-i L.G. L.G. ` a + z ~ ° B ELO W G RAD E. y i �` �` `` ; ------; ------ -- �' z�3:,�,�., 1 �i' i i " I Z o -I ° v 8. BOTTOM OF POOL SHALL BE A MINIMUM OF 3 FT.ABOVE I mo, + ; �---i ---? '--`� .� - i I I a- W w v HIGH SEASONAL GROUNDWATER. I �; ` ; E EX. , , E LNGD-[L_G._� L.G. t' I U } o O w I i� i 1 I `� + - o SOIL ¢ o �� on 9. PER PARAGRAPH 5-108-A-4 OF THE SUFFOLK COUNTY HEALTH I i + o i DEPARTMENT STANDARDS, REMOVE AND REPLACE UNSUITABLE �`�\ i �` _01-TEST LU u O o SOILS WITH SAND AND GRAVEL FOR A DIAMETER OF SIX FEET ' + `. ' ` ------- - --------------- y /I " _ GREATER THAN THE LEACHING POOL 3'COLLAR 1 �. _ ri ``_-- ___ ___ _ ---" M �� I o 4� � d _ ' I 0 ~ v EXTENDING DOWN INTO A MINIMUM OF A 6'STRATA OF -- '------------- - I •� t -- - _ I I z ACCEPTABLE SAND AND GRAVEL 1 EL.57.35 t ---------- - - �I I o g v 10. PVC PIPE TO BE INSTALLED IN ACCORDANCE WITH EL.58.47 i I iL APPENDIX E OF THE SUFFOLK COUNTY SANITARY CODE �� ___ _ - � O $° �2 0 z 11. PVC PIPE TO CONFORM TO ASTM D-3034. PIPE TO HAVE _. �� -�" R-600.00 - L=147. '- ___�__ ' SDR CLASSIFICATION OF 35 TC.57.31 - TC.56.7 TC.57.26 C.56.81 _��` � d �� Q �0 BC.56.43 "-�' BC.55.9 BC.56.7 --_- Z <Q u~i o o S o NOTE:CLEAN OUT MUST BE INSTALLED ON SEPTIC TC. _ _ _ _ _ _ _ _ _ _ _ BC.5 »�-�-'�-'-"'-M' WATER MAIN AS SHOWN ON MAPS M M � �j`-yp- �_ Q TANK INLET LINE AT FACE OF BUILDING. -'� I O M TC.57.55 LU IF INSTALLED AT EXTERIOR IT MUST BE TO GRADE. _„,--M--`"- _ EL.56.77 WILDBERRY LANE BC.57.07 JU EL. EL.57.18 �- -�r EL.56.21 EL.56.50 EL.57.18 U • TC.56.96 TC.57.32 TC.57.41 J-I-1 BCC..56.68 `0�LEOEND �� BC.56.38 BC.56.76 BC.56.86 Q �% TC.57.52 TC.56.49 BC.57.02 �i TEST HOLE BC.55.83 f Z n, �- PROPERTY LINE VACANT LAND I 6 �/ �1L APROX.WATER LINE ??? _ 11 I O LOCATION 5I T PLAN p ,n lJ�-1 L.P. Uj PROPOSED LEACHING POOL 5G.4LE: I" 20'-O" 07 V, UJICL1 z o cn- p S.T. PROPOSED SEPTIC TANK rn l� W (� � V/ Z Design Professional's Certification Required. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o C EX. PROPOSED50%EXPANTIONTANK Submit P.E. or R.A. Certification For PERMIT FOR APPROVAL OF CONSTRUCTION FORA z� EXC4 Q✓_ t-- A TIR The installation and Construction Of the Sewage Disposal SINGLE FAMILY RESIDENCE ONLY 0 OL ° DW PROPOSED DRYWELL , System J FOR SANITARY SYSTEM Use Form WWM-073 O o ° Iy DATE 5/4/2023 H.S. REF_ No.. R-23-0368 CO � � O m •L.P. EXISTING LEACHING POOL HEALTHDEPARTMENT - cv r z APPROVED : .. . = cv c�v z O < FOR MAXIMUM OF 6 BEDROOMS z y o z X ABANDON EXISTING TANK SEEATTACH ENT 'S �� A- +� FROM DATE � LU < 3 PIRES THREE YE OM OF APPROVAL Q m ° 0 ° SURYY OF PROPERTY S -DH-DH-°"-°"-°"-°" DH OVERHEAD WIRES OH OH—OH—OH--OH—OH —_°M—°H--O 4W—,,�,— 3 EDGE OF PAVEMENT HYDRANT ° LOT 1 - MAP OF WILDBERRY FILEDS W-W—W—W—°� W—W—W—W—w>, W- WATER MAIN FILED:JUNE 21, 2001 -MAP NO. 10641 °ax s3ssx s23gx W—W—W—W--°°—W—W e&> W—W—W—W—8O5 spa W = W— eras>Oqs SITUATE S9.3a `\ ` Sa W W—W—W-x W—W N W•s°W— a3 6s sg 63 SOUND % ]lIE]N •2qx � p� W—W—W—W—w AVENUE x SOUTHOLD, TOWN OF SOUTHOLD -------------> ——— pRPIN MARK OUT 6'a —EDGE OF PAVEMENT Ss2 S T S�S> %S)q> xSa3 SUFFOLK COUNTY, N.Y. -------- ------------- ----- 83 ------- D — ecs'Qa ecsas q �s TAX MAP NO.: 1000-5 1-3-1 2.7 � LOT AREA:36,899.37 S.F.(0.847 ACRES) r� N71°32'55"E T 1 15.00 ED. a DATE SURVEYED:JAN.5,2023 1 STAKE SET STAKED PROPERTY LINES:FEB.22,2023 STAKESET R� a REVISED:APRIL 5,2023 �� J 110 78 FOUND.AS-BUILT:OCT.6,2023 �a �1 OW 00 ° -ELEVATIONS REFER TO NAVD88 ^ o Q j W �� T xs> Tomes N D (ti �O rn w U)? �C e as o� '8 ca5>2 0 COVENANTS AND RESTRICTIONS: N j m J o ON MARCH 14,1997 THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BOARD OF REVIEW GRANTED APPROVAL TO THE REQUEST FOR THE VARIANCE TO USE TEMPORARY ON-SITE WELLS SUBJECT TO THE 0 -o FOLLOWING CONDITIONS: I I!J STAKE SET LEC. 2 E 1. ALL LOTS WILL BE REQUIRED TO HAVE INDIVIDUAL TEST WELLS PRIOR TO APPROVAL TO CONSTRUCT.ANY 162 I -O LOT WHICH DOES NOT MEET THE WATER QUALITY STANDARDS SHALL NOT BE BUILT UPON UNTIL PUBLIC .00 ° —_ _— O WATER IS AVAILABLE. S71°32'55"W O E 2. DRY WATER MAINS AND LATERAL SERVICE LINES FOR ALL SUBDIVISION LOTS SHALL BE INSTALLED -� ACCORDING TO A DESIGN APPROVED BYTHE DEPARTMENT OF HEALTH SERVICES. 3. A COVENANT FOR EACH LOT HAS BEEN FILED UNDER LIBER 1 1935,CP 475 WHICH PROHIBITS TRANSFER OF V ANY LOT PRIOR TO INSTALLATION OF DRY WATER MAINS AND WITHOUT AN ACCEPTABLE TEST WELL. co y, TC FURTHER,THE COVENANT REQUIRES THE OWNER TO CONNECT TO PUBLIC WATER WHEN IT BECOMES LO S�, eCs�q X AVAILABLE,AND NOTES THAT CONNECTION COSTS WILL BE INCURRED. a sa6 4. LOT 1 O(1 3.6 ACRES)NOTED ON THE SUBDIVISION MAP SHALL BE COVENANTED,IN LANGUAGE ACCEPTABLE TO THE COUNTY ATTORNEY,THAT IT WILL REMAIN AS OPEN SPACE(NO AGRICULTURAL OPERATIONS)UNTIL PUBLIC WATER IS AVAILABLE TO ALL OF THE SUBDIVISION LOTS.UPON INSTALLATION OF PUBLIC WATER THE ' 3 PARCEL MAYBE USED AS AN AGRICULTURAL RESERVE EASEMENT AREA.THE COVENANT SHALL ALSO NOTE THAT LOT 10 CANNOT BE FURTHER SUBDIVIDED. In I o 'r 'r^r �`�fyrjM� LEGEND 69.21 6.2 I ,. r L Y LIGHT POLE O O 0 eC s>O V xS>02 aCSs>6 a 1�1 ® ® DRAINAGE INLETS _z ' ro CONCRETE V OF Nle& � UTILITY POLE W/GUY WIRE r p FOUNDATION O I� � OCT 10 ® WATER METER La I �, O �p o Q'� 3wCL�w� Q ,;-_-� �W TOP FND.=EL.62.8 I a_ W WATER VALVE 5.5 6.3 50.0' O `Z Z (�y e�y STREETTREE z STAKE SEf i U 1 ►►►VVvwww777 1 i€iing Depertrr� ��L 60.00+ EXISTING ELEVATION 0 r f z I� 7� 7C :'own of Southold BCB60.00 BOTTOM CATCH BASIN ELEV. 4z ' N I Z � Q TCB60.00 TOP CATCH BASIN ELEV. J LOT,1 ° £> /// +++ J BC60.00 BOTTOM OF CURB ELEVATION TC60.00 TOP OF CURB ELEVATION 42.0 e 56 96 a CSC o so so Feet E SCALE: 1 INCH= 30 FEET IGAL NOTES: .UNAUTHORIZED LANOSURADDIGPLLO. RIGHTSRESERVED. 2.UNAU'IHORRED TON OATEEDTICNTOTHIS SURVEY MAP BEARING ALICENSED LAND SURVEYOR'S SEAL ISAVIOLATION OF SECTION 7209. ' SUBDIVISION 2,0 EWYORKSTATE EDU ESUR LAW. AND3.ONLY OPINION. SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEALAE GENUINETRUEAND CORRECT COPIES OF'IHE SURVEYOR'S ORIGINAL WORK AND OPINION. F CERTIFlCA VEYSADNS HIS BOUNDARY THENEURVEY STATEAP SSOCIIFY ATTHEMAP WASROFE PROFD INESSIONAL SURVEYORS.CCORDANCE INC.THE CERTIFICATION ISNGCODEO PERSONS O FORLAND RVEYSADARY SUIT THENEW Y REARED. OTHE ATIONOFPANY.TO10NALLER GOVERNMENTAL AGENCY. TO THE LENDING LSTITUTOPERSONS FOR WHO EBOUNDARY SURVEY MAP IS PREPARED.TO THETTLE COMPANY.TOTiE GOVERNMENTAL AGENCY.AND TO THE LENDINGINSTTMION LISTED ON •O THIS BOUNDARY SURVEY MAP. U S THE CERBFICATIONS HEREIN ARE NOTTRANSFERABLE. £ "C B.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY 1 TOS E ENSOR ENCROACHMENTS a U IMPROVEMENTS ENC NOT ROACHMENTS COVERED BY THIS SURVEY. C 7.THOFFSETS(OROMSI )SHOWNH EON MOM ESTRCTU S TO THE PROPERTYLESAE FORAS CC PURPOSE AND AND THEREFORE ARE NOTINTENDED TO GUIDES ERECTION OF FENCES,RETAINING WALLS.POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS.AND ANY OTHERTYPE S> •� Q TC�`}}�7, 6'S° 2 OFCON T4UCTI N. B.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHERTHAN EMBOSSED-SEAL COPIES MAY CONTAIN 1 $u1.^1�=S 5� e 'f6?0 UNAUT IZEDAN HORDUNDETECTABLEMODIRC nONS.DELETIONS.AOOMONS.AND CHANGES. 1/ L✓ f 11 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PARTOFTHIS SURVEY UNLESS OTHERWISE NOTED. r 5-�pyCE T 10.ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT. LIT Lrry L - - � _ S °23W ® 10\' 75 c 0' O� F ec$A. 0 LAN-D�S UR EYIIN--GLPLLG T� o s89 N SET w 3 r 1 � STAKE f xS6 � '� LAND SURVEYING & PLANNINd. 5s° 2 153 WADING RIVER MANOR`RD., MIANORViLLE 1.1.949 LOT 2 9O PHONE: 631-846-9973 EMAIL: FNI O@,UGL.A-NDSQRVEYiNGICOM scnKESET SURVEY OF PROPERTY -OH OH oM_oH-OH-OH-OH-OH-OH _ GH OVERHEAD WIRES OH-OH-OH--OH-OH--OH-OH-OH LOT' 1 - MAP OF WILDBERRY FILEDS sow-w--W__N- 3p EDGE OF PAVEMENT HYDRANT i FILED:DUNE 21, 2001 MAP NO. 10641 ss W-W-W�W-w-w-W-�;,>�W_ WATER MAIN e. SITUATE o@x 6366x 6234x W W W-W--va-wS9Q8x W W W SQ QOS �G W Z w N-W-wQc@@ws9666 w_w 6569 s SOUND 24x W W W W-- SOUTHOLD, TOWN OF SOUTHOLD 3> s,@ VIEW AV i ---------------- DRAIN MARK OUT--_ EDGE OF PAVEMENT $9 4> x$g SUFFOLK COUNTY, N.Y. ----------------�____ $83 O ems;>@ ease TAX MAP NO.: 1000-51-3-12.7 --------------- ---- LOT AREA:36,899.37 S.F. (0.847 ACRES) s U N71 o32'55T'E TPED." DATE a DATE SURVEYED:JAN.5,2023 STAKE SET 1 15.00 STAKED PROPERTY LINES:FEB.22,2023 STAKE SET R� m REVISED:APRIL 5,2023 J A FOUND.AS-BUILT:OCT.6,2023 Q O OOO d n W FINAL SURVEY:JUNE 25,2024 � m o REVISED SAN.TIE:JULY 17,2024 p Q D W 6Y T x5)' TC@$> N UPDATED:AUG.21,2024 p W(1) LI ) p 8 QS>o2 w NATURAL Q -3 VEGETATION W p� E -ELEVATIONS REFER TO NAVD88 3 ? v a v COVENANTS AND RESTRICTIONS: U) STAKE SET COVER ON MARCH 14.1997 THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BOARD OF REVIEW GRANTED 162.00 O APPROVAL TO THE REQUEST FOR THE VARIANCE TO USE TEMPORARY ON-SITE W ELLS SUBJECT TO THE FOLLOWING CONDITIONS: 2 -1°32'55"W 2. 9 4'METAL FENCE _ 1. ALL LOTS WILL BE REQUIRED TO HAVE INDIVIDUAL TEST WELLS PRIOR TO APPROVAL TO CONSTRUCT.ANY LOT WHICH DOES NOT MEETTHE WATER QUALITY STANDARDS SHALL NOT BE BUILT UPON UNTIL PUBLIC O 4 mac-,, POOL E4UIPn 4'METAL FENCE p1 J WATER IS AVAILABLE. SHOWER (3)A.C.UNTs \ OD h� x$,2. DRY WATER MAINS AND LATERAL SERVICE LINES FOR ALL SUBDIVISION LOTS SHALL BE INSTALLED OS 8 ACCORDING TO A DESIGN APPROVED BYTHE DEPARTMENT OF HEALTH SERVICES. 3. A COVENANT FOR EACH LOT HAS BEEN FILED UNDER LIBER 1 1935,CP 475 WHICH PROHIBITS TRANSFER OF / J.38 CELLAR Et1-Y71� JI CENT p g, i 6.8j ANY LOT PRIOR TO INSTALLATION OF DRY WATER MAINS AND WITHOUT AN ACCEPTABLE TEST WELL. \D•W' 20' (-.) ❑ ❑ 1 O O m FURTHER,THE COVENANT REQUIRES THE OWNER TO CONNECT TO PUBLIC WATER WHEN IT BECOMES ` �•••• S�$> -��\ w AVAILABLE,AND NOTES THAT CONNECTION COSTS WILL BE INCURRED. 37 4 4. LOT 10(13.6 ACRES)NOTED ON THE SUBDIVISION MAP SHALL BE COVENANTED,IN LANGUAGE ACCEPTABLE N SAN TO THE COUNTY ATTORNEY.THAT IT WILL REMAIN AS OPEN SPACE(NO AGRICULTURAL OPERATIONS)UNTIL 692, ISTALLATION OF PUBLIC v a ui G.P. `� rWATERTH �-1 PARCEL MAYBE USED S AN AGPUBLIC WATER IS AVAILABLE ORICUL ALL OTURAL RESERVE F THE I EASEMENT AREAON LOTS.U PON .HE COVENANT SHALL A SO NOTES LEGEND S 24•7' �' 62 I 10, I i I _ e > x Tc Im THAT LOT IOCANNOT BE FURTHER SUBDIVIDED. 3 LIGHT POLE O jo m 2.0 STORY 4 ��. �-L1 rL1 (�GnuHE C£6>O S>O� @C$S>s Q TOR ® ® DRAINAGE INLETS Q I N E,FRAM ° `� L`�J L'J '�J I , _ F Ili ) �� UTILITY POLE W/GUY WIRE z p O ,µ-y p rll, `11 1� p O �{I 20x4o DWELLING z I o ® WATER METER m W v r O '� IN GROUND '� Z •}L• .O O I r l O f V) m POOL O '� 5'4 FIN.FLR.=64.3 S m \ L�J L°tJ O ?' W _^Y pQ WATER VALVE k W BSMT.PLR.=55.0 � SO.O, O a Z '• RIDGE EL.=93.9 6.3 m O i g (;Jy (��' STREET TREE STAKE SET < a to xr1r1► } 60.00t EXISTING ELEVATION Q r °• I \o ll f z 1r.1�1 m BCB60.00 BOTTOM CATCH BASIN ELEV. Z (Wj ee0 rn O GARAGE ro m3 I O lry m TC860.00 TOP CATCH BASIN ELEV. LOT 1 GAR.PL-FL A I \p J /" 3 BC60.00 BOTTOM OF CURB ELEVATION -r /�. 42.4 OS� 9O TC60.00 TOP OF CURB ELEVATION (lj I 6�9�4 \ PIJ�T. xS/,0 C >,p x^,TS @CS6.3�6 % 7 g 2 mg40 .>, 8 y (] 30 60 SANITARY LOCATION `.. 3 G Feet lovrrsl D.B. I LG11 LG21 LG3 LG4 LGS LG6 I /D.W)2 `z \ I 7 SCALE: 1 tNCH= 3 O FEET 42.0 46.5 35.5 40.0 19.0 27.5 PAVER \ I \ a a o 1 6.0 26.0 20.0 29.0 29.0 35.5 I WAS �aC LEGALNOTES: £•`•• 1 EL EDGING p0 1.COPYRIG L024 AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED, y` •DRIVEWAY WITH Z;0 ' 2.UNAUTH �D ALTERATIONORADDITIONTOTHISSURVEY MAPBEARINGAUCENSEDLANDSURVEYOR'S SEALISAVIOLATIONOFSECMON7209. GI .•I \ GRAVEL 4 SUBOIVIS N 2.OF NEWYORK STATE EDUCATION LAW. a NLY OUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEALARE GENUINE TRUE AND CORRECT COPIES OFTHE SURVEYOR'S ORIGINALWORK I m f ' y ANDO INION. �•' :��' \ F W ®� O 4.0 FICATIONS ONTHIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED INACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LANDSURVEYSADOPTE WB ENEWYORKSTATEASSOCIAMONOFPROFESSIONALLANDSURVEYORS.INC.THECERRFlCATIONISUMREDTOPERSONS 1 �Y �W�w 1 11 FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THETR EN LE COMPANY.TOTHE GOVERNMENTAL AGCY.AND TO THE LENDING INSTITUTION U=ON ` .W W SERVICWE THIS BOUNDARY SURVEY MAP. I C WATER 5.THE CERTIFICATIONS HEREIN ARE NOTTRANSFERASLE. 6.THE LOCATION N KN ION OFUNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS OWN AND OFTEN MUSTBE ESTIMATED.IFANY �. 7 UNDERGROUNDIMPROVEMENTSORENCROACHMENT DaX ORARESHOWN•THEIMPROVEMENT'ORENCROACHMENTSARENOTCOVEREDBYTHISSURVEY. G F 1 QC s 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE ANDTiEREFORE 1 �� GASH T, AS SERWOE x CS668 E ARE NOTINTENDED TO GUIDETHE ERECTION OF FENCES.RETAININGWALLS.POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS.AND ANY OTHERTYPE �� '��$- \ S �•£ $s$ 72 O o 8 ONLY SURVEYS aEARING7HE MAKERS EMBOSSED SEA-FCOI.15D2UCRON. E ' GASH S @ 6 0 ED UPON SINCE OTHERTHAN S.AR PROPERTY UNDETECTABLE WERENOTSETAS DEUEnO��PART OF THIS RVNS.AND C11ANGRWISENOTm BOS5EP5EALCOPIES MAY CONTAIN I BU\Lp1N_ _P GASM � SEC O $�� 10.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. r ELECT' gTAK a L - G �13511� Cb1J S 1 T�J�I\�E I I S5� 2 oi3�\G N � j_,,4N SUR EYI.N,-GrPLLC (� DN„"E ® ONT°� e�$s _ / T I E o R� PY �$s8a U LAND SURVEYING & PL:ANNII`IC �f[�'� Z 4 MEAL FENCE STAKES £j 6SOS62j 153 WADING RIVER MANOR-RD., MANORVILLE 1�I�949-_- LOT 2 c�s9ocq PHONE: 631.846-9973 o o14 s Zl2.3\ _EMAL INFO@AJGLANDSURVEYING.00M M �'� I � I Lei• 6V4 �l!► SURVEY OF PROPERTY — LOT I-MAP OFWILDBERRY FILEDS EDGE OF PAVEMENT H DY Tzt FILED:DUNE 21,2001-MAP NO.10641 sp,oa" e3eo. WAT f!MAll w—ea—w—w—°ej aos c s?3a. "—"—w—" —•➢°w 9 BDess as SITUATE —w 6 s6-w—w D 6s 93B" VIEW �=a. —fw—w_"w—"—" �w—w—w—"—w—w— SOUTHOLD,TOWN OF SOUTHOLD �> SOUND AVENUE 4 'S'" _________________-RAIN MARK QI/T— B 59, SUFFOLK COUNTY,N.Y. --____E-E_` _______— ___ _ sB I TAX MAP NO.:1000-51.3.1 2.7 --------------- LOTAREA:36.899.37 S.F.(0.847 ACRES) is?/a E DATE SURVEYED:JAN.5.2023 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N71°32'55"E 115.00 REDSTAKESET STAKED PROPERTY LINES:FEB.22.2023 APPROVAL OF CONSTRUCTED WORKS FOR STAKE SET Rp ASINGLE FAMILY RESIDENCE z REVISED:APRIL 5.2023 J 40 FOUND.ASBUILT:OCT.6,2023 Q❑ 'O - Date awmxa H.S.Ref No Rasoaee D;W O ' FINAL SURVEY:JUNE 25.2024 - mm ID REVISED SAN.TIE:JULY 17.2024 The[¢wage dl�sal and wale,suRGOHanddles At Ih5 taceUen have been 0 O LdLd C� mWWedand/ore ll.fwdbylhiSDeoarMnto,othe,,genchsandfound O to Z�LL to be sahslagory FORAMA%IMUMOF 6 BEDROOMS W-? �([� gOg S�o> 6 BS>o2 -ELEVATIONS REFER TO NAVD86 ^-, y4 (V D m V D1 Z CRAIG KNEPPER,PE,CHIEF 7 COVENANTS AND RESTRICTIONS: Ogle:at was—ml Management 10 ELEc. _ ON MARCH 14.1997THE SUFFOLKCOUNiYDEPARIMENTOFHEALTHSERVICE9 BOARDOFREMEWGRAMED STAKESET OVER APPROVALTO THE REQUEST FOR THE VARIANCETO USETEMPORARY ON6ITE WELLS SUBIECTTOTHE 162.00 O 'aFOLLOWING CONDINONS: 62=9 571°3$'55"W O I 3 1. ALLUO WILL BE REOUIRED TO HAVE INDMDUALTESTWELLS PRIORTO APPROVALTO CONSTRUCT.ANY POOL. A I S LOTWHICH DOES NOTMEETTHE WATER QUAD-STANDARDS SHALLNOT BE BUILTUPON UNTIL PUBUC LIMB OF A.w WATERISAVAILABLE. DIs,URBANCE s pWER 2. DRY OROINGTOAWAMR�NSDESIGNAP ROVEDBIYTHEDEPAORD. TOFHEALTHSERVICESLLBEINSTALLED C3)AO.E �-T 9, 3. ACOVENANTFOREACHLOT HAS BEEN MUD UNDER UBER 11935,CP 475WHICH PROHIBITSTRANSFER OF ��\ 3 cEWR APRr a ei 6BI G no ANYLOTPRIORTOINSTALLATONOFDRYWATERMAINSANDWRHOUTANACCEPTABLETESTWELL. D. pi B yl00 w r FIRTTHERTHECOVENAMREQUIRESTHEOWNERTOCONNECTTO SUCWATERWHENITBECOMES � 00} AVAILABLE,ANDNOTESTHATCONNECTIONCOSTSWU-BEINCURRED. 374 "> 4. LOTIO(13.6ACRE5)NOTEDONTHESUSDNISIONMAPSHALLBECOVENAMED.INLANGUAGEACCEPTABLE L ` e TOTHECOUNTYATTORNEY,THAT R WILL REMAIN AS OPEN SPACE(NO AGRICULTURAL OPERATIONS)UMIL 69, ' r N s+ �. r 1 rl o PUBDC WATER IS AVAILABLETOALLOFTHE SUBDIVISION LOTS.UPONINSTALLATON OF RIBLIC WATER THE LEGEND S 24.7• �u IrI I T c PARCEL MAY BE USED ASANAGRICULTURALRESERVE EASEMEMAREA THE COVEN—SHALLALSO NOTE ,�.Lp 'T- THATLOTIOCANNOTBEFURIHERSUBDMDED. O 62 LIJ LJ Ism SO�s2S"S7p BC�>3 LIGM POLE Q 2�0 r-1 F[l[lryO 02 6j6 v DRAINAGEINLETS Q ' ° 2�O FRAME y 5 � {yx "'s' � )--R1A UTILfTV POLE W/GUY WIRE z b N FRAM 4 IL"J ILJ W If zozWo g DWELLING N " Fil ��l 0i WATER METER E 1N pppl O o 4 F #70 yA Sp v I I I r I I r w�aYY66 "Y pg WATER VALVE 4 es0550 \ L�^J LJ O Iz STREETTREE \ STAKE 5ET s RIOOE EI-°93.9 63 S £ m 50'� C) 1TI 3 A 1 0 If Wm > W N 60.00f EXISTING ELEVATION � EC860M BOTTOM CATCH BASIN ELEV. QZ (n O GARA6E ,p w P TCB60.00 TOP CATCH BASIN ELEV. J LOT 1 caR R°81 F' BC60,00 BCTTOMOFCURBEU—lON ' d24 TC60.Oo TOP OF CURB ELEVATION If PLAT 0 3 60 Ae,O= Feet �T�WY 0 SaNnam LocAsnev Lc,I Lcz Ic4 Lc6 Ic6 If �alaA 1, \ I E aTY SCALE: IINCH- 30FEhT 42.046.535.540.0 19.027.5 PAyL E 16.0 26.0 20.0 29.0 29.0 35.5 IfwA K e/ Eo6ING a. sum'evuAeswm,m[a+mveons[moss[oatwL.nEravu,cmu[µocomett�con�oeTMro'ualmreva+solaww."on. ' �. / /` eMVEI� IVEWar WRH\,6� s� 1 I w ianrtev2R run2m,[co°✓wnmmccovflmvwru.c[xcw.voro„¢u.�mrxoixcln----oox ' kD.W.) w� 1 ' J WaiER SERY�cE e\ w 1 oeTReeaernoNorrexceam-,nmmowuu roasannosnaxnx°uewanoomoxzrowmo�Noz.Nounor«cnrmc If \ 1 eecy6.sB E Ms�ca S> T�s r56.ED B/2 0 romswlve urarsaon,ca",scrvmro.m-xoz.lcoA©.u+coxr.w ' ->SL_OP= Bc G V SU1=% MMEIERJ SET j P .u°u aovno root s I o 3 ciAS r,,TAKE r V i 557°27135 W Govmas b •WIDG t A.tG �D CJRVEYI m OF D�3e 1ND SRUEl'IN�'C$cl NJ lei Z slfES� R£� PS2 OSSe3 .......... 1(E l g'SO$$WADING RIVER IC9ANORiR ., ANORVILLE 111 ' LOT 2 c eo � AIL:IN O I NA L:IN 0 EYING COM �A EYING COM sTA 5� i JH-OH-OH-OH-pH.-�OH�ON -OH�.CH _ SURVEY OF PROPERTY -r°H OVERHEAD WIRES°H OH-°H OH OH- OH LOT 1 - MAP OF WILDBERRY FILEDS EDGE OF PAVEMENT HYDRANT i FILED:JUNE 21, 200 i MAP NO. i 0641 SSOsx w w W s3s 02 Y Y-w_w_w>'-W�w WATER MAIN Y- e8> g 0 SITUATE sx 62.34x DO-w-W- v-w--w-W-W 3 w i w-_ _ eCgS?4s > S$ 593&x S82 �" w w-W-Ste_w-_w w w 60 w- w Q, s9 63 SOUND VIEW N SOUTHOLD, TOWN OF SOUTHOLD __ •> s,a AuE�UE � x$>DRAIN MARK OUT EDGE OF PAVEMENT S9 I S> S>4> %$& SUFFOLK COUNTY, N.Y. ------------------------- 2 -------- $a3 p eCS? TAX MAP NO.: 1000-51-3-12.7 --------------------- cs?tee _-- -®Rr ecsa8a LOT AREA:36,899.37 S.F.(0.847 ACRES) U N71°32'55"E TELE. Q DATE SURVEYED:JAN.5,2023 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 115.00 PED. > STAKED PROPERTY LINES:FEB.22,2023 APPROVAL OF CONSTRUCTED WORKS FOR -7 STAKE SET STAK ASINGLE FAMILY RESIDENCE E SET R� m REVISED:APRIL 5,2023 J 40 0 FOUND.AS-BUILT:OCT.6,2023 Q O 0 a Date a 9rzBz4 H.S.Ref No. R-23-036 i (> W 0 FINAL SURVEY:JUNE 25,2024 <n D M REVISED SAN.TIE:JULY 17,2024 The sewage disposal and water supply facilities at this location have been O N inspected and/or certified by this Department or other agencies and found OIf) Z�O ces S?,e CeS�52 to be satisfactory FORA MAXIMUM OF B BEDROOMS. O (n LL `(� C@ ?S o rz N -ELEVATIONS REFER TO NAVD88 /s ��4 N ❑z D s?o> 2 D P CRAIG KNEPPER,P.E.,CHIEF COVENANTS AND RESTRICTIONS: Office of Wastewater Management 0 C7 ELEC. m STAKESET COVER ON MARCH 14,1997 THE SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES BOARD OF REVIEW GRANTED f 62.00 O I 06 O APPROVAL TO THE REQUEST FOR THE VARIANCE TO USE TEMPORARY ON-SITE WELLS SUBJECT TO THE FOLLOWING CONDITIONS: 6229 O S71'32'55"W O F h 1. ALL LOTS WILL BE REQUIRED TO HAVE INDIVIDUAL TEST WELLS PRIOR TO APPROVAL TO CONSTRUCT.ANY LOT WHICH DOES NOT MEET THE WATER QUALITY STANDARDS SHALL NOT BE BUILT UPON UNTIL PUBLIC 4 yc5. POOL EQUIP. ^ D LIMIT OF J WATER IS AVAILABLE. SHOWER (3)A.C.UNITS DISTURBANCE I 2. DRY WATER MAINS AND LATERAL SERVICE LINES FOR ALL SUBDIVISION LOTS SHALL BE INSTALLED ACCORDING TO A DESIGN APPROVED BYTHE DEPARTMENT OF HEALTH SERVICES. _ e QQQ�$> ' 3. AC OVENANT FOR EACH LOT HAS BEEN FILED UNDER USER 1 1935.CP 475 WHICH PROHIBITS TRANSFER OF \ 7 CELLAR EN_TRP� 6.9 6 ANY LOT PRIOR TO INSTALLATION OF DRY WATER MAINS AND WITHOUT AN ACCEPTABLE TEST WELL `D.W-•.2p, 3g 0l FURTHER,THE COVENANT REQUIRES THE OWNER TO CONNECT TO PUBLIC WATER WHEN IT BECOMES ...... AVAILABLE,AND NOTES THAT CONNECTION COSTS WILL BE INCURRED. ` '� ........... Q 37 4 S> f 4. LOT 10(13.6 ACRES)NOTED ON THE SUBDIVISION MAP SHALL BE COVENANTED,IN LANGUAGE ACCEPTABLE N SnN TO THE COUNTY ATTORNEY,THAT IT WILL REMAIN AS OPEN SPACE(NO AGRICULTURAL OPERATIONS)UNTIL 6g. .� SAN r, PUBLICWATER IS AVAILABLE TO ALL OF THE SUBDIVISION LOTS.UPON INSTALLATION OF PUBLIC WATER THE LEGEND Q' 24.7` 2� 5cn I I�T-I rr�1 r2 E_ PARCEL MAYBE USED AS AN AGRICULTURAL RESERVE EASEMENT AREA.THE COVENANT SHALL ALSO NOTE THAT LOT 10 CANNOT BE FURTHER SUBDIVIDED. LIGHT POLE O LNJ P �-IJ eC�s 2O x$?O eC$6 3 3 D I > 2 S 2 LEACHING U z.o 2 STORY a.3 r._ ® ® DRAINAGE INLETS 'Q < v N FRAME $ O OFY�/ *_ -� UTILITY POLE W/GUY WIRE V r z z rl-1 11 I r� 0 ® 11 2oxao r A DWELLING71 jj r WATER METER (U IN GROU POOL D '1 #70 W m ��I �� O f 3 1 In h 3 r CD 0 5.4 SMT.Fi:R.=55 I m \ L�J L°J O I n_ rl 4.3 pQ WATER VALVE gsMT.FLR-=55.0 lJ W STAKE SET '0 p 5O'0' O `IDn ,t+� RIDGE EL.=93.9 v„J L:Y STREETTREE z ' � 6.3 D '"m O i= } 60.00+ EXISTING ELEVATION BCB60.00 BOTTOM CATCH BASIN ELEV. Z gB4 m O GARAGE r TCB60.00 TOP CATCH BASIN ELEV. 2 A I J 3 LOT 1 GAR.FL.=61.6 A £n -1 A BC60.00 BOTTOM OF CURB ELEVATION t31 I0 % e� OS Q TC60.00 TOP OF CURB ELEVATION 609 aZa ;' x .p ram. r•�1 eC$69 U 099 I ;?F ` PLAT. 67.02 . O 6 OO xS6>> $63g v�0 30 60 LA r - . 3 SANITARY LOCATION V., 4 C Feet OWTS D.B. LG1 LG2 LG3 LG4 LG5 LG6 I �O W f 20. \ EE 1�Y SCALE: 1 INCH= 30 FEET 42.0 46,5 35.5 40.0 19.0 27.5 PAVER LEGUND 1 6.0 26.0 20.0129 29.0 35.5 r WALK 6, A\ I \ST v> ; 'r` 0 t.COPYRIGHT202AAJC IAN P.IGALLWGHTS RESERVED. T \• GRAN DRIVEWAY DRIVEWAY WITH EEL EDGING ZA .I 2.UNAUTHORIZED ALTERATION OR AODMON TOHIS SURVEYAPEA M 8RING A LICENSEDLAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 72M. `„ SU6DIWSION 2.OF NEW YORK STATE EDUCATION LAW. +3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEA-ARE GENUINETRUE AND CORRECT COPIES OFTEE SURVEYOR'S ORIGINAL WORK Ul ANDOPINION. .a�• N _l1 FO _AFICATIOEYSADOSDBNTIARY SURVEY MAP SIGNIFY THAT TFIEMAPWAS PREPARED IN ACCORDANCE WITH THECURRENT EJCISTNGCODEOFPRACTICE 9 ® £ FOR LAND SURVEYSADOPTED BYHENEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC THE CERTIFICATION I5 LIMITED TO PERSONS f -\ U` ly w�W�-W GO FORWHOMHE SOUNDARYSURVEY MAP IS PREPARED.TOHETITLECOMPANY.TORE GOVERNMENTALAGENCY.ANOTOHELENDINGINSTrivnONUSTE0 ON `DW 1 \ W�W�-'W� m HISBOUNDARYSURVEYMAP. ,^-4��" - - - Dl G w W WATER SERVICE F 1 U 5.HE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. 1 q 6.HE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY f S\ \ £ C UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXISTOR ARE SHOWN.HE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED BYHIS SURVEY. V. 1 Tc ARE NOT INTENDEDIORDIMEN IONS)SHOWN HEREON FROM THE TO GUIDE HE ERECTION OFF FENCES.RETAINING WALLS,POOL$ES TO THE PATIOSS PYLAINCS ARE FOR A SPECIFIC PURPOSE AND NTIINNG AREAS.ADDITIONS TO BUILDINGS NY AND THEREFORE ' ��GAS�_GC'AA55 VICE � � %$ QCS6.6g E OF CONSTRUCTION. ICE r1'1''�1/1 _� �^ GASH`G \ $> Q /- s.$0 �2 O B.ONIY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHERTHAN EMBOSSEDSEAL COPIER MAY COfI{il 1' ' QPE ��' A�� "�$ Qs• U UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDRIONS.AND CHANGES 11 ,1 11L...111 01NG E7.1VE= .ter' M �� C 6�0 9.PROPERTY'CORNER MONUMENTS WERE NOT SETAB PART OF HIS SURVEY UNLESS OTHERWISE ISE NOTED. i1. IO.ALLMEAV.Mt MENTSREFERTO U.S.SURVEYFOOT. i BU7=� '� E � tER SAKE gES 1 2 2�24 L 57°2�'35„`r`1 COV`ERs 0, z S N °� �,-Alel_ C,,LAND SURVEYI I`I: L:.._G..._._._._.._... a �H�`o� �c o ' AUG sssr s:: ur fa 'aS'. «�, R P 6cS6 � A E 1 - .,,:,'o" -_~7w,,,.:3.Nt� _ _ S,rAKES 4 W 83 O URI , , •,A7Tpw°N'®,�5 :: .,, ,�&` P: f ` 'NI G ;- .. IIiS�D�'� r� a x DIN �r� s «i 1 a g � +� QCSs so 2j / ��ING � $ A G RIWf,UER� ANOR`RD., MA'NORVILLE-1 �9' - �1��F 5� I' LOT 2 90 K.; tHY3 -- --. -............... 21 y . o ...: 2.3 � E,MAIL: INFO GLAIrI'1)S'1J VEYING!COM sTPKEs� i U fir, tr. VZA R-�G A . "M Ma'Ali ff---- a IBM Suffolk County Department of Labor, Ly' ents 'J, N e mg 'F Cons-m-mer Affag'rs VETERANS MFMOPdAL MGHWAY HAUPPAUGE, NEW YORK 11788 DATE V ISSUED: 01105/2016 No- H-56308' Eli I RN SUFFOLK COUNTY Ho me Improvement Contractor License V m 'me, This is to certify that DARIUSZ doing business as Rush Buflders Hne having,furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rues and regulations of the County of Suffolk,. State of New York is hereby licensed to conduct business as a HOME RvIPROV-EMENT CONTRACTOR, in the County of Suffolk. NOT VALID WITHOUT g,g Restricffon5 AdditionaR Businesses j. . DEPARTMENTAL SEAL Xm H1 GC ANbACURRENT CONSUMERAFFAMS 1D CARD Rosaiie Drago Commissioner Policy Number: Date Entered: 3/31/2023 A�V CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 3/31/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT HON Dynamic Coverage Inc NAME: FAX 18 Silver Beech Lane AIc No Ext: (631)369-6098 Alc No: (631)369-5889 E-MAIL Beth@D amccov6ra einc.com Baiting Hollow, NY 11933 ADDRESS: mi. ...... _g INSURER(S)AFFORDING COVERAGE _L NAIC i_I_ INSURERA:Evanston INSURED Rush Builders Inc. INSURERB: INSURERC: PO BOX 309 INSURERD: Islip, NY 11751 INSURERE: - INSURERF: COVERAGES _CERTIFICATE NUMBER: - - ---- - - REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYKE OF INSURANCE ADDL S BR POLICY EFF POLICY EXP -- u LIMITS LTR INSD WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY A �COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 6/6/2022 16/2023 DAMAGE TO RENTED 100 000 CLAIMS-MADE OCCUR 3AA573292 PREMISES(Eaocwrrencel __.$,_,• + _ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I I GENERAL AGGREGATE. $2,000,000- PRO- POLICY 1-1 SECTC LOG j PRODUCTS-COMP/OP AGG �$2,00O,000 OTHER: I ($ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accdent ANY AUTO i ! BODILY INJURY(Per person) rt$ OWNED SCHEDULED j AUTOS ONLY __,_-�AUTOS I BODILY INJURY(Par accident)I$ HIRED NON-OWNED I PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY- (Per accident) UMBRELLA LIAR HOCCUR I ! i EACH OCCURRENCE - - $_— EXCESS LIAB CLAIMS-MADE j AGGREGATE — $ I DED I RETENTION$ $ WORKERS COMPENSATION ST TUTE ERH AND EMPLOYERS'LIABILITY - ANY PROPRIETOR/PARTNER/EXECUTIVE YIN ANY ( EL.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A i (Mandatory in NH) i E.L.DISEASE-EA EMPLOYEE $ If yes describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additlonal Romarks Schedule,maybe attached Ir morn space is required) Location: 70 Wildberry Lane, Southold, NY CERTIFICATE HOLDER CANCELLATION Town ''of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO BOX 1179 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 111971-0959 AUTHORIZED REPRESENTATIVE _ 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD NYS1 F New York state insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "A A A A A 883134901 DYNAMIC COVERAGE INC 18 SILVER BEECH LN O BAITING HOLLOW NY 11933 ' SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER _ CERTIFICATE HOLDER RUSH BUILDERS INC TOWN OF SOUTHOLD PO BOX 309 PO BOX'1179 ISLIP NY 11751 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12435 870-7 134175 02/02/2023 TO 02/02/2024 3/31/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2435 870-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/1WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DARIUS MROCZKOWSKI RUSH BUILDERS INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATrSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:777172971, Suffolk Co unty ept.of 'I—I 'Labor,Licensing ConDsumer Affairs HOME IMPROVEMENT LICENSE Name DARIUSZ MROCZKOWSKI S cart ifle's that the Business Name firer N duly licensed Rush Builders Inc !he County Of suffolk License Number.H-56308 RasaljLi Drago QOmtnisNloner Issued: 0.1/05/2016 Expires: 0110112024 3- NY&OF NVA.yaek S'Mu P0,P-:jx W.,G)P6,rdbany,N%l 12ZZ,6 nyzflf:voan GER-n-FICAT E OF WORKErRS' C.OMPLiNSATION..I::NSURA�t4C� rill, BRILLIANT ELECT,-:UC CORP. z"G Prall. ,c--LEN co"PE NY VI 54 2 SCAN TO VALIUA15 i7aD GLJRa2 RIBE E'ER TIFICi%.l;*E'1I-IOL0I5R BRILLW44T ELEOT RIC CORP. T-CYiA(N OF 430 ,.TM0LD 20 P-put 0iml T01PNI IiALL AP-�NEX---4375 MAIN I'W 1JleR CC.NVE NrY 11542 p 0 ROX 11%719 SaMiCXD KIN' POLICY Eurci-BER CERTIFICATE WWASER POLICY PERIOD G213 61 a 12-95 22 11MV2023 TO 1VOU2262.1 V114P,2024 tS ;0 CERTIFY THAT Tf.,i-, m0IJGYHCJl,.r-.'-.FR NAMED AMWE gZi P45WRED WITH T5iC MBN YORK STATE INSURANCE Ff.1,VD UN:g)-r-R nLICY NZo- �20122-9, covEraNG THM- 9;N-PRE, 0.-BIJG,IMM OF THM PL-)LIQYIACj M!P R 0,1014KERST COWPUWSATION UNC�ER THE NEW YORK WORKERS' roOPENICIA'n014 LAW Vo.'ITH v----;2PSr-'T TQ ORERATIONS IN Tb-HZSTA7F= 01 NEON lt!CJPK, EYCEPT AS INM�JJEG 11CL.01Y, AND, 1,1011"1l i !�E!:,FECT TOOPER.t*JJQN5 QLJlT3In-E OF NE%Al 'YORK TO TIT-1.1 Pf.)UOYHOLDERS REGULAR NVi MMK STATE- R64-PI.GVEES 0?,&Y If YOU V4211 TO RECEIVE NOWWICATMIXIS PEGARIBING SAID 1301-=,1 k4 GIUDIN;G ANY N0 171FLGA-V ION-OF CANCELLATION,% OR TO VALI DATE TM,S CF.RrLFI0ATB,,'%TI5 IT OUR WEIBWE AT TVAL-AP,'WHIC NEW YM K STIATEE MISURANCtR Ftj!K!D IS NOT LIABLE IN THE F-VENT'OF FAILURIZ TO OWE SUCH NOMFICATIONs- THIM POLICY DOES,4.1TCOV'Ell CLANVIS OR Gt'VITZ:T HAT ARISF 6:001Y INJUERY -UFFT;REP BY THE OFFICERS Olt 71-T-, INSURED CrJRPQlFVJi0X. MIJSHT-6all iW,RESHI v OF I P.:I.IIAVVN!T ELEECTRIC:COPP. THIS CERTIFICATE I S �5,8 I.J F.W X? A vWill--'�R uP iworihip,-.ioiq riNLY AIND CONFERS lm-l RlGiiim NQ�R IWAMANCIF UVERNGE UPON THE CEIRTIFIGATR HOLDER, T813 CERTUACME Dorm NOT AMEND, EXYll-ND OR fi.LTEP THrl- COVERAGE AFFORDECa 8Y THE PGU`.,C?! PdENN YORKSTAT E^SU NcG F(M) ,YY FUND LIN001'AIRITING VAUDATION RUNSER:285.q88 191 U-26,2 op I D- Mc -CEPZTIF�CATEOF LIABILITY INSURANCE OWOW2023 THIS MqUIFICATE r.3 iSSUEC) AS, A W-XrEA OF INFriRMATION ONTLY A14D CONPGRR 40 WOWS UPION THE CSRT1FIGATG 3401-MR, TKIS 'MEF�THE WTHE FOUCIESE BE-LOW. CERTIPMATS,0029 KWAFFFR:!riATIk(1-:I_Y0R NP(MIATIVE-Ve AMENtry,EXTE"I'MOR t T1125 ZERTIFFICAM (IF 1411SURAMIE DGES NOT CGNSTITUTE A CORTRAC-T Wrif,'EPSM fHF- ISSUMM INSURER(S), AUTHGA260 REPRMNIATIVE-OR PRODUGG-R,AND THE r V5!VFI(_-A!F.HORzo,=R, 1 IMPORTANT; If�Ihc,rcrdflcstn holder Is all ADDITIONAL I NBURED,n2c, muO,imitn A130171�ONAL IrqSIYK.ErL1 pevvislons or be andeut-,*d. if SURROGAXIOU Is WAWED, eubjett w ffiD and cbnditidu� &thm pplicy, rcrv4n povic"aa n1a`V TUOVIre 2mv uhdo,.T efrlunt. A ulmfumirftt c'm this.caxtifir-atc•dous met can"er KPIAS.W.VVI O&WIt-ift,holdar-it)HL-u tit nutat%ndnrnv.mcnt(!s). 51 G570-9070 S_ 37& 258 D 0 E A G S N()Y,114 G AWN 13 Wcadburl Rd,��Jrjjj'e"7 W)DAuri,tv 1w.07 Vildr4,64Mj Mutual Insuranve Co '2. 3 529 SHELTER POFNI LIFE I? WRANCE Bril.1hint Elect Corp '8011iRmAir LLC vIEUREt..,0: 20,pzptol �Glon Cc-xvo,NY 11542 COVERAQ1-:S CEIUMPIGATE NUMBER: REVIM.4 NUMABER.: THIS IS TC14-ERTIr?MA.1-11fl' U INSUF-,�11,NMIM,AH(AIE' 'IF=FOLK"FilEPIC9, .POLICE.Vr IK'-;'jKAmcr.ttsTsD HA:,fF SEEN i 55LIED 70 -E TI i — 1 INDICW[TwI1 KC*i'"i%l'lt4'51*XA'11.*,,-;.4C-I Mff REQLIIREVa47,TERM OR COMITION OF MY CONTRNICI Of-,(MiFiR V.,919 RESPIECT TO Tills E::,-"R.NFIC:A7 F VV1.y M ISSUED kne 1,0W PERTAIN, 13-16 Ir4GLt*.q174I,;!_'G A1r'1:0RL)-U3 EV 1 HF 1101.10IFS nESCR-IFIED IER10;s 111:u8jiicl''10 Au il�]L: Ewds, E_:ycLL1&f_MS AND(;�IIXI 1`1e.-N9 OF L1%fl'TS SHCY0H CANY HPHE BEEI""P.'EG1JCt:-0 El?PMU CLAAA2. .; 1 1---'-___ , , ..,_. . .1—— 1. I 1�"PSUCYEFF i '_ __ - 1,4W1 fk"OftV BMNYI� `I,' IL FM 1XV,UMN I Lit -f 6,^Wd -.5 0 O'cl 0 a iA 1`'I I-)W V-1,tz t t 0;%T E L P4 ri kr-ft.1 ES RFR,� -OTmER. A1;T91,'0[jLE MMUTY �;TWb uny 1" Al V-9-owip L C t-*L r E 4 c m C.VI.U`4 I P.,e L A U 0 L4 LVIM E x clis 5 u&13 031I h,r,Zq E G4 T E X aIL, WO R KE R S'C t al F E h 2xt i LN AMP MIPLOVERT Uk'3,%M 'Pill 14 x-,r"I I wy I A M M I EL E L 1.1tY1 4,_1421i UPI ew-22.02 Town of SmAhold V� oddifiona.1 insured Job site :70 Willdbeml L.-me SuuthoW NY 11971 UAW -ATg:IjQI__M-!R -CAMMMATION TMP-BEENIPS S HOUL0 AMY OF rIC AHOYF Cm"-,9CP IREG POLK:613 Es P CAuCEUt-13,SE-FORE TOWN OF 801-171H04'D DIE EXFMATION PATE TKFEMOF, MOTICE RILL BE DELIVERED DJ YOPPIN HALL A.M.N[EX 514375 MAIN RD MXCaDANCS VA7H rr4F POIXY PROVISION.'- SOUTHOLD.WY 11 all AUT,!.ia;!1ZEG R15PREMAT.41frif, w Afx)W Y-5 jume;wl (D 4208,201 S 'j.00RPj GORPORA790N. All rilgh'ix-xer arvnel. Mh ACCIRD ma mo*od Farjo arm fnuf-staTprl marks of AC OM3 �`*� Sufis:ta i',.•v!;d;,•C'iap3,nt n $[;�..._�� na�sue,•:.r:a��a;:v,�r�c ::,�ma Tv..n as-.i`,�9 rt�.i!^a �u�r?s.`�,S Pd�mn ?aa:s•.,��t.�-;r.agm k'.t:ha.;f,t:T t;.:�.r{i,,,(;G'.:.� `i(14?iygl'arp Sd T14:ie _ KC+Yap O;i:4�ev —=�''+03 x�+-� Generated by REScheck-Web Software Compliance Certificate Project 70 Wildberry Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,002 ft2 Glazing Area 27% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 70 Wildberry Lane Michael Orlando Southold, NY 11971 Universal Realty 516-238-3546 universalrealtyli@aol.com Compliance:,Passes using UA trade-off Compliance: 4.2%Better Than Code Maximum UA: 783 Your UA: 750 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R=value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 116 30.0 0:0 0.035 0.026 4 3 Ceiling- Hot Roof:Cathedral Ceiling 3,059 30.0 0.0 0.034 0.026 104 80 Wall:Wood Frame, 16"o.c. 3,759 20.0 0.0 0.059 0.060 160 162 Door 1: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Door f:Glass Door(over 50%glazing) 333 0.300 0.320 100 107 SHGC: 0.30 Window:Vinyl Frame 701 0.300 0.320 210 224 SHGC: 0.30 Wall 1:Wood Frame, 16" o.c. 379 20.0 0.0 0.059 0.060 21 21 Door: Solid Door(under 50% glazing) 21 0.140 0.320 3 7 Floor-Cant:All-Wood joist/Truss 37 30.0 0.0 0.033 0.047 1 2 Floor:All-Wood Joist/Truss 462 30.0 0.0 0.033 0.047 15 22 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 2,079 0.0 14.0 0.050 0.059 99 117 Depth below.grade: 7.0' Insulation depth: 9.0' Door: Glass Door(over 50%glazing) 42 0.300 0.320 13 13 SHGC: 0.30 Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 1 of10 Prop.Gross Area Assembly or Cavity Cont. Window:Vinyl Frame 56 0.300 0.320 17 18 SHGC: 0.30 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 4/25/2023 Name-Title Signature Date Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the.user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section.. Plans'Vbrified !Feld,Verified #.' . Pre-lnspection/Plan Review Goinplies? Comments/Assumptions, &"Re .ID Value Value 103.1, 1 Construction drawings and ; ❑Complies 'Requirement will be met. 103.2 !documentation demonstrate ' ❑Does Not [PR1]1 ,energy code compliance for the U Ebuilding envelope.Thermal ❑Not Observable ; !envelope represented on ❑Not Applicable t e E construction docurnehts. 103.1, (Construction drawings and ❑Complies Requirement will be met. 103.2, Edocumentation demonstrate }, ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 ,lighting and mechanical systems. !Systems servi j. ❑Not Applicable ng multiple ,dwelling units must demonstrate compliance with the IECC !Commercial Provisions. _ I 3021;` Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 4.03:7. !sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 lon loads calculated erACCA ' p � Cooling: � Cooling: ;❑Not Observable ; Manual j or other methods Btu/h� Btu/hr ' approved by the code official. ! ;❑Not Applicable ; I 1 1 1 I 1 I A 1 I I I 1 1 I 1 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 4j Low Impact(Ti.er 3j Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 3 of10 `,'section ,- . _ . plans Verified Field Verified Gom ties Comments%Assum motions #- Foundation.lnspect on p ' ?' oti &.Reg:ID. Value Value 402..1:1 Conditioned basement wall R- R- :❑Complies ?See the Envelope Assemblies [F04]1 insulation R-value.Where interior Ob R_ R oes Not i I I ;table for values. _ , , insulation is used,verification I (a I,may need to occur during ❑Not Observable 11 I Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations! I in Climate Zone 3. 303.2 {Conditioned basement wall $ ' s❑Complies :Requirement will be met. [F05]1 hnstilatioh installed per ` iE]Not ❑Does Not manufacturer's instructions. Not Observable Applicable 402.2.9 Conditioned basement wall ft ft :❑Complies ;See the Envelope Assemblies (F06]1 i insulation depth of burial or 1 �❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 3:0312A A protective covering is'installed ❑Complies :Exception: Requirement is [FO,11]2 to protect exposed exterior i f ❑Does Not ',not applicable. 9 l insulation and extends a V NNot Not Observableminimum of 6 in. below grade. Applicable �403'9 . Snow-and ice-melting system ❑Complies ;Requirement will be met. [FO1212 controls installed. ❑Does Not J. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 4 of10 ; .. N'Section;, � ; �:.' �.;'_ 3� 'Plansllerified%� '�.`�,Fiald�•Vacifiecil' ` •_ Frain .9. p..,.J N,alue ,*'., '.: Value #` in /Rou h=Cn Ins 'action Complies? CommehtsjAssumptions &;Req.I D 402.1-1, t Door U-factor. ; U- ; U- :I]Complies ,See the Envelope Assemblies 402.3.4 ` ElDoes Not table for values. '❑Not Observable 1 ;ONot Applicable if 402.1.1, ;Glazing U.-factor(area-weighted : U- : U- '❑Complies ,Seethe Envelope Assemblies 402.3.1, (average). ❑Does Not :table for Values. 402.3.3, 402.5 :i]Not Observable ' [FR2]1 { ;❑Not Applicable 303.1.3 i U-factors of fenestration products f1complies :Requirement will be met. [FR4]1 are determined in accordance Does Not f l with the NFRC test procedure or ; 'taken from the default table. ❑Not Observable I )ONot Applicable ; 402,4.1.1 lAir barrier and thermal barrier ;: ❑Complies :Requirement will be met. [FR2311 l installed per manufacturer's ❑Does Not Instructions. r, I ❑Not Observable : ❑Not Applicable 402.4.3 ;Fenestration that is riot site built I ; ,❑Complies Requirement will be met. [FR20]1 !is listed and labeled as meeting s x [:]Does Not MAMA/WDMA/CSA 101/I.S.2/A440 _ } !or has infiltration rates per NFRC f 1EINot Observable 1imits.400 that do not exceed code ; ONot Applicable 402.4`5 `.:_IC-rated recessed lighting fixtures ! 3❑Complies Requirement will be met. [FR_16]2_ ; sealed at housing/interior,finish ❑Does Not ; and labeled to indicate s2.0 cfm ' l leakage at-75 Pa. 1. ❑Nof Observable ..� I❑Not Applicable ; 403.3g1 `Supply and return ducts in attics ; #❑Complies :Exception: Ducts.located [FR12]1 i insulated >= R-8 where duct is ❑Does Not 'completely inside the '>=3 inches in diameter and >_ -buildingenvelope. kR-'6 where < 3 inches. Supply and a❑Not Observable : p return ducts in other portions of ;' ;❑Not Applicable )the building insulated>= R-6 for !diameter>= 3 inches and R-,4.2 ifor< 3 inches in.diameter. ' 403.3.2 ;Ducts, air handlers and filter I ;' ❑Complies ;Requirementwill be met. [FR13]1 (boxes are sealed with f]Does Not `oihts/seams compliant with �1 p ❑Not Observable ' International Mechanicaj Code or ; ' International Residential Code,as l; ❑Not Applicable ;applicable. 403;3.5," J Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 , Iducts or plenums. ! ❑.Does Not ; i []Not Observable ' _ ,QNot Applicable HVAC piping conveying fluids t R- : R-. ;❑Complies lRequiremerit will be met: :1 above 105°F or chilled fluids l PDoes Not Ibelow•55 °F are insulated to aR- ' 13 t '❑Not Observable t t I❑Not Applicable ; 403.4.1 ;Protection of insulation on HVAC ,❑Complies :Requirement will be met. [FR24]1 ipiping. i '❑Does Not i ) 3❑Not Observable I ) I❑Not Applicable 403.5;31::: Hot water pipes are insulated to t R- i R- t❑Complies lRequiFement will be met. [FR18:]�- IzR-3. ;❑Does Not ;ONot Observable ;❑Not Applicable 1 High Impact,(Tier 1) 2 Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/2W3 Data filename:. Page 5 of10 r Section, 'Plans;Verifiedp ,`.Field Verified , ' ` Fram_ing,/Rough=ln Inspection Complies? Comments%Assumptions &.Req:_ID Value. Value '4 6 ,Automatic or gravity dampers are ; ❑Complies ;Requirement will be met. EFRJ§,]2' " installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2., Medlurh Impact(Tier 2) J,3 1 Low Impact(Tier 3j Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 6 of10 Section plans•Verified Field Verified. " #' Insul`atiofi inspectiop' Complies? Comments%Assumptions & Re :ID Value Value 303:.-,L All installed insulation is labeled ❑Complies :Requirement will be met. [IN13jZ for the installed R.-Valdes ❑Does Not provided. +, ❑Not Observable 9 �;❑Not Applicable 402.1.1, 1 Floor insulation R-value. : R- : R- :❑Complies :See the En velope Assemblies 402.2.E ! ❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 I ❑ Steel ❑ Steel ','[]Not Observable ❑Not Applicable 303.21, Floor insulation installed per ;, ❑Complies :Requirement will be met. 4.02.2.8 manufacturer's instructions and ❑Does Not [IN2]L i in substantial contact with the ❑Not Observable ' (underside of the subfloor, or floor : Iframing cavity insulation is in ' L❑Not Applicable contact with the top side of 'sheathing, or continuous Insulation is installed on the 1 underside of floor framing and 1 extends from the bottom to the : !top of all perimeter floor framing !members. t � 402.1A, !,Wall insulation R-value. If this is a: R- 1 R- :❑Complies :See the Envelope Assemblies 402.2.5, (mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not 'table for values. 402.2.E Iwall insulation on the wall [IN3]1 exterior,the exterior insulation El Mass ❑ Mass ❑Not Observable J !requirement applies(FR10). :❑ Steel ;❑ Steel ❑Not Applicable 303,2 ;Wall insulation is installed per I i❑Complies :Requirement will be met. [IN'411 (manufacturer's instructions. € } .'.F❑Does Not '❑Not Observable 1❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier l) 21 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 7 of10 L Section Plans:Verified' Field Verified ompli#. Final Inspection„Provisions Ces? Comments/Assumptions &Req.1D .Value Value 402.1:1, ICeiling insulation R-value. ; R- R- :❑Complies ;See the Divelope Assemblies 402.2.1, ; Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ' Steel 402.2.6 ❑ ❑ Steel ;❑Not Observable ; [Fill' ;❑Not Applicable 303.1.1.1,lCeiling insulation installed per AElComplies ;Requirement will be met. 303.2 manufacturer's instructions. i ;❑ [FI2]' ;Blown insulation marked every Does Not `300 ft2. ❑Not Observable ; { ❑Not Applicable 402.2 3 , Vented attics with air.permeable J❑Complies ;Exception: Requirement is [. 14]2, insulation include baffle adjacent i❑Does Not not applicable. to soffit and eave vents that extends over insulation. 1. ,❑Not Observable p ; J❑Not Applicable 402.2.4 !Attic access hatch and door ; R- ; R-. ;❑Complies :Requirement will be met. [F13]1 `insulation zR-value of the PDoes Not j adjacent assembly. ❑ , : Not Observable ; .;❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = :❑Complies :Requirement will be met. [FI17]' ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable : E ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;Complies ;Exception:All ducts and air [FI27]1 Idetermine.air leakage with ft2 ft2 UD'oes Not handlers are located within !either: Rough-in test:Total ; ; ;conditioned space. leakage measured with a ; ❑Not Observable pressure differential of 0.1 inch I : :❑Not Applicable ; w.g, across the system including the manufacturer's air handler ' enclosure if installed at time of I I I 1 Etest:Postconstruction test:Total ,leakage measured with a pressure differential of 0.1 inch I I I I Iw:g. across the entire system I including the manufacturer's air ;handler enclosure. I I I I 403.3.4 I Duct tightness test result of<=4 1 cfm/100 : cfm/100 ;❑Complies :Exception:All ducts and air [1714]1 jcfm/100 ft2 across the system or 1 ft2 I ft2 ❑Does Not ;handlers are located within '<=3 cfm/100 ft2 without air I I :conditioned space. handler @ 25 Pa. For rough-in ; :❑Not Observable tests,verification may need to I ; ;❑Not Applicable , occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated = ❑Complies :Requirement will be met. [FI24]1 !by manufacturer at<=29/0 of ;❑Does Not design air flow. iE]Not ❑Not Observable Applicable 403.1.1, Programmable thermostats r❑Complies :Requirement will be met. [,F;19]2 installed for control of primary j❑Does Not heating and cooling systems and initially set by manufacturer to ; J❑,Not Observable ;code specifications. I ,❑Not Applicable 401.1._2 Heat pump thermostat installed } ¢❑Complies ;Exception: Requirement is 9110,]2, on heat pumps. IEIDoes Not knot applicable. # ❑Not Observable 1 []Not Applicable 403.5.1' !Circulating service hot water 6 ❑Complies ;Requirement will be met. [F01]2 'systems have automatic or ❑Does Not accessible manual controls. ' ❑N'ot Observable : s I❑Not Applicable 11 High Impact Merl) 2.. Medium Impact(Tier 2) :3 Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 8 of10 Plans.Verified Field Verified Final"Inspection Provisions Comp"lies?" Comriients/Assumptions &;itegaD Value ,"Value:. 4;03'IS-A. •; ;All mechanical ventilation system 'v ❑Complies ;Requirement will be met. [F125]?"`. cfans not part of tested and listed a,~ ❑Does Not °"-.3HVAC equipment meet efficacy a " y I and air flow limits per Table y❑Not Observable 11403.6.1. i❑Not Applicable ;Hot water boilers supplying heat ; „`'❑Complies ;Requirement"vrill be met. _lthrough one or two pipe heating # ° , z'. ❑Does Not systems have outdoor setback E 3 1 control to lower boiler water l ° I❑Not Observable , '. :Itemperature based on outdoor '' ;❑N- t Applicable :.,,:I temperature. € E 4,3 5 1:1',l Heated water circulation systems 9 i❑Complies ;Requirement will be•met. [FIZ8j?; have a circulation pump.The ' ;❑Does Not "Jsystem return pipe is a dedicated i ¢ ❑Not Observable ; return pipe or a cold water supply€ , pipe. Gravity and thermos- j❑Not Applicable : :•syphon circulation systems are not present. Controls for l ' ` [circulating hot water system pumps start the pump with signal c " ¢for hot water demand within the 3 occupancy. Controls ; automatically turn off the pump when water is in circulation loop �,is at set-point temperature and E- I "#no demand for hot water exists. r 403:5:1:2 Electric heat trace systems ❑Complies Requirement will be met. Comply with IEEE 515.1 or UL I. ❑Does Not g 515. Controls automatically ❑Not Observable _:',adjust the energy input to the , ;jheat tracing to maintain the j i. j❑Not Applicable {desired water temperature-in the g piping. ( I 403:5,:2 .'Demand recirculation water # E]Complies "Requirement will be met. "-{systems have controls that I' . ❑D"oes Not manage operation of the pump and limit the temperature of the i n ❑Not Observable water entering the cold water i ( ;❑Not Applicable .:. .I ,;"I piping to <= 1049F. , 4.03'.54:;"`:•i'Drain water heat recovery units ' }❑Complies ;Requirement will be met. [F13I]z,;.' ",4tested in accordance with CSA ❑Does Not B55.1. Potable water-side E j :.:Ipressure loss of drain water heat ,❑Not Observable ; recovery units< 3 psi for ❑Not Applicable l individual units connected to one y" {or two showers. Potable water- ;side pressure loss of drain water i f < , ;heat recovery units < 2 psi for l { ::,individual units connected to ; 'three or more showers. 404.1 ;90%or more of permanent ;❑Complies ;Requirement will be met. [FI6]1 jfixtures have high efficacy lamps. . " " '❑Does Not l❑Not Observable , ❑Not Applicable 4'04:I31" no gas lighting systems have ;❑Complies :Requirement will be met. [FI23] no continuous pilot light. G ;❑Does Not t E ❑Not Observable 1 �ONot Applicable 4101:3"•: (Compliance certificate posted. ;❑Complies :Requirementwill be met. LFU] l.. , DDoes Not { S I g ° • ,," - - "�❑Not Observable , r ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 9 of10 " Section Plans Verifib '.`:Field Verified Fina;1 Inspection.Provisions value " Value Complies?. Comments/Assumptions & Req.lD o : 303'.3 Manufacturer manuals for OComplies :Requirement will be met. [FI18]3mechanical and water heating ❑Does Not °Isystems have been provided. ❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) [,'Z-.J Medium Impact.(Tier 2) `3 Low Impact(Tier 3) Project Title: 70 Wildberry Lane Report date: 04/25/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling'System: Water Heater: Name: Date: Comments { TABLE R501.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - CLIMATE ZONE 40 VL.59 67 \_'�60 e �� 4o•o ARCHII ECTS SUBJECT TO DAMAGE I WIND DESIGN FROM \ O 61 TODD I T E C T ELL GROUND SPEED TOPOGRAPHIC SPECIAL WIND SEISMIC �� \ AIR C H I T E CT P.c. SNOW (MPH) EFFECTS WIND BORN DESIGN WEATHERING FROST LINE TERMITE HINTER ICE FLOOD AIR MEAN �� \ \ \\�\ , LOAD REGION DEBRIS CATEGORY DEPTH DESIGN BARRIER HAZARDS FREEZING ANNUAL TODD O CONNELL, AIA ZONE TEMP REQUIRED INDEX TEMP 1 �� `�\� VACANT LAND 62,` 1200 Veterans Memorial Highway I MILE FROM �� • ` `` Suite120 B0F 5 FT MOD TO \ `�` Hauppauge,NY 11788 20 130 NO NO COAST AND B SEVERE BFG HEAVY SEE BELOW YES NONE 55QCi 51° F \ `. P(631)650-6666 F(631)650-6667 vult FIRE ISLAND 1 \ \ \' `JO i` C(516)658-0325 WINTER DESIGN TEMP. 1 • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURES OF NOT LESS THAN 68°F AT A POINT 5 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY �� • SYSTEM DESIGN SHALL BE BASED ON MAX 12-F HEATING,MINIMUM-f5•F COOLING. I \� 1 N EL.61.94 DEGREE PAYS(NY LAGUARDIA) 4811,WINTER DE51GN TEMP 15°,PRY BULB 89°F,NET BULB"15° F (2020 APG APPENDIX D) 1 \ I \��__ _``_ I (•� f '4rK(tCIiI • AS PER NY5BC 2020 CHAPTER 16 SECTION 1601 AND A5GE '7 2016,WIND EXPOSURE CATEGORY AND SURFACE RCUGHNE55 15 B EL.59.33 • U5E C FOR BOTH SOUTH SHORE AND FIRE ISLAND `\� APPR VED AS NOTE 1 40.0 I N MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS IV 1 ; - M I DATE: 3B.P,# ELEVATION LAT HINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE �- 1 0 , m I, HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE N j i N POOL i i �`�� FEE: BY: FACTOR TEMP COOLING W 1 f ``�� I NOTIFY BUILDING :)EPARTMENT AT ' 108 FT 41° N 45° F 86° F I.00 �o° F �5° F 55° F i I 765-1802 8 AM TC 4 PM FOR THE '/ FOLLOWING INSPECTIONS: COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY WINTER SUMMER i 1 i i \I I - -61 1. FOUNDATION - TWO REQUIRED DIFFERENCE HEATING COOLING WET BULB RANGE HUMIDITY HUMIDITY O� /' DW3 ii I FOR POURED CONCRETE II° F 15 MPH -1.5 MPH 72° F MEDIUM (M) 40% 52 GR @ 50% RH I �: \"/1 ,�';-'`�,, 2. ROUGH - FRAMING & PLUMBING ; I 3. INSULATION ` i I I I I 4. FINAL - CONSTPUCT'.TO THE BE5T OF MY KNOWLEDGE, BELIEF AND I i , I I I ON MUST u PROFESSIONAL JUDGEMENT, THESE PLANS -/� \\ / I/ \I i i BE COMPLETE ,jF C 0. m AND/OR SPECIFICATIONS ARE IN COMPLIANCE 59___1 \ / DW2/ I I I ALL CONSTRUCT!; N SHALL MEET THE lT TRAFFIC RATt:O i \"/ �, I REQUIPEMENTS OF THE CODES OF NEW 1' WITH THE FOLLOWING: GRATE I :n 21.0 I j PA TOP VEEDREI SAT iIf --------_` 14.5 i '60 YORK STATE. NOT RESPONSIBLE FOR �FINISHED GRADE // I i I I m DESIGN OR CONSTRUCTION ERRORS. �- # 2020 RESIDENTIAL CODE OF NEW YORK STATE �,_ 1 , 28.0 I I I to PUBLICATION NOVEMBER 201q I wQssHOLE REINFoRGIN6 BARS I / // / -� " IJI 2020 RESIDENTIAL CODE OF NEW YORK STATE I I / / \ � M I I I CHAPTERS 12-25 FOR MECHANICAL SYSTEMS 1 �/ ;/ ; DW1 ; PROPOSED 2 STORYJr _, / Uj RESIDENCE I I c\i I I PROPOSED GAS LINE O In 2020 RESIDENTIAL CODE OF NEW YORK STATE _ / `z--------- F.F.EL 6414 FT 6 -BAD--�+A=: e:� 6aS 6s e 6As--,D O v VACANT LAND 1 i i Z CHAPTERS 24 FOR FUEL GA5 SYSTEMS I . I PIPE t / / I I Gw I W c� J RETAIN STORM WATER RUNOFF GI IG FOR AREA NwAIi L� -. 1 p� I I GARAGE i ''--_`""1 -59 a PURSUANT TO CHAPTER 236 REINFORCEMENT, FOFENIN6s PER DRawIN65 / , 2020 RESIDENTIAL CODE OF NEW YORK STATE MINIMUM AREA oF g SE6MENr• " _ i SLAB58.5FT v I I i w w o GIRGUMFERENTIAL leoo9 in.MAX, 58., , I I I w OF THE TOWN CODE, m ° GRAFTERS 25-33 FOR PLUMBING SYSTEMS 4 I 12.5 n V ti o z w REINFORCEMENT,O.I7 ZOsci.in MIN. `� 1 I , 1 20.5 �, i � w u o � l 4 �u w� w o00 s In.Ain.ft. I I I :n ca ❑-�'I°I I a .� ► I • ------� I� I q 68.54'/ FNo '�� 2020 RESIDENTIAL CODE OF NEW PORK STATE 1 I 9.5 � ❑3 CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS - 1 `� I I \\ 21.0 c I�� o o J o ems„-lo•MAx. I `\ I 1 69.26 \ I�J _,.. \ I ` �_> o i 11 / pROpOS j Z~vzoWLLF >- o❑o 0 0 0 0 0 0 0❑0 1 I I I x xo m 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE �� I I I F�OV Ry I COMPLY WITH ALL CODES OF w N Z~ x n❑o 0 0 0 0 0 0 0 0❑0 '.. 1 1 C� �v o�z o W AS ADOPTED WIT{1 THE 2018 IEGG = "` 1 1 t �U I I F I ~ ~ ❑oo 0 0 0 0 0 0 0 0❑0 ;' 1 1 0. III R NEW YDRK STATE & TOWN CODES Z -'N w m a 1 1 \ ------- ---- ---• ------- - - 8. o �I I I I I v z a V THE PROJECT COMPLIANCE METHOD CHOSEN I5 TOTAL 1.._. ❑� o 0 0 0 0 0 0 0❑� I 1 ; ; --- 3 ; --- a I I AS REQUIRED AND CONDITIONS OF -oowo UA-ALTERNATIVE AND A RESGHECK HAS BEEN SUBMITTED I 1 \\ 1 `--EX-- L--E - .... F-{L_G.- T , L G. �;, `� i I I - m z; q v Q F W O - o❑c o o 0 0 0 o a o❑o -: 1 \ 1 - :--- 25:, , . / I I V F- U/ I I I I ° J ~Q WITH THESE DRAWINGS. 4. a❑o 0 0 0 0 0 0 0 0❑o I �,_-- _ `�� ` , a0l TriOLD TOWN ZBA w -Q w o - --- ---- --- --- -J------ --- I... � I I \\ I I I q��q��xz a o 0 0 0 0 o 01 I .\ 1 EX. 1 E . I G. - L.G. G. I , I i V w w o I/} _ _ _ / D TOVt N PLANNING BOARD o m- I , m 50U H O V rV ° • 1...- 1 \\ `\ 1 - ------ ----- % ( / / i ,t, Y�y F0 0<1� o = I �\ i SOIL // i o w q TRU - - STEES - TEST WN Z01�1 NC I>�II�ORMAT 101� - --- ------------ --------------- o �w sue` N w W ° 1 \\ \ e,-0. > _5'�IN. ` N w q N TOhll�l O SOUTHOLD cn ;------------ --------- -----------'-------------'- to 0°D,��n°tu�N W x CONIOPT; E FOOTING n -'!'� C \� -- 9�N°�Q-I z ('Q (hb- ,31 DISTRICT: 1000 SECTION: 51 BLOCK: 3 LOT(5): 12.7 .0 1 - - - ----- (i / I z i N o Q _z o 1 I ---- -------------- d �►� / - ° : R 600 00 _ _ - -- L-147 OCCUPANCY OR wwv wq �wILI =� ZONE: R40 REQUIRED PROPOSED .� ---____ / US� ISUNL - TC.57.31 `--- I AWFUL LOT AREA 40,000 50.FT. 36,8a�i.37 SOFT. � TC.56.7 TC.57.26 C.56.81 X '��__ _----_- m FRONTAGE LOT WIDTH 150 FT. 187 FT. BC.55.9 BC.56.43 BC.56. --- TC.56.5 �_�-- _, _,�_�_ -- WITHOUT CERTIFICATE � � � x L LOT DEPTH 212.35 FT. 187 FT. BC.5 M--M- - M-�-�-� WATER MAIN AS SHOWN ON MAP ,�._.,,,�M_ FRONT YARD I OF OCCUPANCY (WILDBERRY LANE) 50 FT. 50 FT. ��,_ - TC.57.07 _,�-� EL.56.77 WILDBERRY LANE BC.57.07 1�RYNF-LL CALOULATION5 FRONT YARD 50 FT. 695.54 FT. � EL.57.18 (SOUNDVIEW AVENUE) EL.56.50 EL.57.18 I REAR YARD 50 FT. 66.25 FT. EL.56.21 TC.56.96 TC.57.32 � TC.57.41 m N SIDE YARD (MIN) i5 FT. 6Q.26 FT. DW-1-5 AREA: RUNOFF FACTOR=1.0 C.56.68 O t�N' BC.56.38 BC.56.76 BC.56.86 I RLUMBING z BUILDING HEIGHT 35 FT. 35 FT. TC.57.52 2551 5Q.FT. X 5" BC.56.12 Q�� 5752 BC.57.02 'ALL PLUM,,R11,Nf--0/ASTE LOT COVERAGE 20 % 13.3a % 12 = '712.75 GU FT BC.56.49 �� &WATER LINL5 NE`© l(1 v TE FIP�G.B FORIz_CO,VERING;. z Q VACANT LAND USE (3)8'0 x 8' DEEP DRAIN RING = 1,013.76 GU.FT. t O I MFBF22%V I OUS SURFACE: OALGULATIO�I NOTE5: m � 0 " I PLUMBER CEP TIFICATION z N ZONE: XX SG. FOOTAGE 1. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' ON LEAD CONTENT BEFORE o 0 0 LOT AREA 56,SaQ.37 50.FT. ABOVE AVERAGE GROUND WATER ELEVATION. CERTIFICATE IOFOCCUPANCY m m 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' I N N m m PENETRATION INTO RATEABLE MATERIAL. SOLDER USED IN WATER 1- o 0, N SUPPL Y SYSTEM CANNOT N 6 I5T FLOOR 2,575.5 5F 5. DRYWELL5 MUST HAVE A MINIMUM OF 5' OF EXCEED 2110 OF 1% LEAD. o O - FRONT PORCH 171 PERM I ABLE MATERIAL AROUND THE STRUCTURE. I 51DE STEPS 50 DRIVEWAY AND WALKWAY I a25 P REAR STEPS 218 ELECTRICAL TOTAL 4,a42.5 50.FT. INSPECTION REQUIRED MAX = 7,51cib"7 50.FT. PLOT PLAN z � OR05S FLOOR AREA SCALE: I" = 10'-0" U-I }- () ZONE: XX 50. FOOTAGE TRUSS PLACARD ING REQUIRED � O LOT AREA 36,8aa.5-r 50.FT. Must provide Manuals � _j D, J and S as per � Q-1 NYS Ener Code DO NOT PROCEED WITH (� FIRST FLOOR 2,578.5 5F FRAMING UNTIL SURVEY.. : >� �- SECOND FLOOR 2,2-18.4 SF OF FOUNDATION LOCATION tu HAS BEEN APPROVED.' j O TOTAL 4,556.a 50.FT. 0 MAX = 4,867.5 50.FT. All exterior lighting (� �-- inst:licd,replaced or 0 rcr53 i cal shall conforM Blower door +n Chapter'172 and ductwork, D- � o z the Town+Code 3 testing required. A o Q nc cv m o T N N to Z IX N Q o Q v r TODD O'CONNELL A¢R C H ITECT P.C. / I \ TODD O'CONNELL, AIA b \ 1200 Veterans Memorial Highway \ Suite 120 ' q ' Hauppauge,NY 11788 / .. i f I I O I P(631) 650-6666 F (631) 650-6667 \ C(516)658-0325 LlO O U ED 1.9 ( I � ! E f ; ¢ I I I —_ —__-- _ _ _ ___ !_ _ _------------------- - --. — _._._.._.W..___.._..._....___—__— _.._ _ _ _ _._--_.....—_..—._.----------_---- - II II I L-�' L-�' I ! I I FIRST FLOOR GROSS FLOOR AREA ! " , ,- �=��W - ��-�— _-------------.----------_--_-----_--.--4 1---_�----_-�---��, m FRONT 5KY PLANE D I AC RAM � r � 115.5 SF - - - - - - - - - - - _-� - - - - — T - - i 540.85SF - - — / 21.0' I 205' I 'f 5' 145' Hamm b -_ - - --- _----__- \ I I 727.75 SF I I 0 882.0 SF I I I m b o o �aoU m 1 / m I m l I ?- o In 1 / Igo w MUMLO < 8 � pg� 1-X�LLF- I T ry ,. a 4 Uff 58.9 SF 0 �..� ___ _.__-- ..,_..__-- ___—___..._._._e,_.._.._...___........._--___..--_......—_............... _...._. ___. _.—t_.L-... __ 1-1....—.........._..---_— _......_.-! � Llt �......._.._........._......._— } S..'...e..................—......._.....—_..--_.........—__,...— V O< �U � I I I I I III Ili I°I ..��__. i t -__-__ __-_____ -�� m�"�o IA I I I I I j I'll l III I ! I_17 I E I I I I I I I L A I L—J F,,1 f I I imE 2,578.5 S F SIDE SKY 'L.ANE I7IACRAM = � .-LF-- -' --- --_�� s o SCALE: 1/5" = 1'-O" SECOND FLOOR GROSS FLOOR AREA F 1165.2 SF 21.0' 1 14.0' I 14.0' \ LU 882.0 SF I 532 SF - _ / \ z I 1 .o' 1 10.01 I 125' w o v ld� 1 � 1 1275 SF ° I I � I o / " 1 I N I CV I 1 1 N I / Q o z° ' \\ IN N m m 111' 3 Ii' = s =- I d m I iil j'' I QC I I i t I l i i i i f i 23278.4 SF ' ' ,. 51 TEE SKY PLANE 1�I ACRAM~_______________________________________________11 I I I ! II II ! I II II II ,I , li II ( f to 50ALE: 1/5" = I R I __�..1,..>1.. ----- --------�-- ___ ___ _------- _________ - / E \ OL !V 12 / LU r=M O � O � \ OL O O O B O— -LULL]] LLLJ1 1� 0 I w I o �N m z I I � I I I I I ! _- ------------- _--- _ -_ -_------- � � < z p/ c�V Q Y • N REAR SKY' PLANE D I AC RAM i t I I ► I I I .-T SOLE: 1/5" = 1'-0 " t: z "A TODD O'CONNELL ARCHITECT P.C. ER TODD O'CONNELL, AIA 1200 Veterans Memorial Highway CLEAN SAND SHOULD \ g Y AREA. TYPICAL — EXISTING ASPHALT FLOW � �� 18-0C. tO C. Suite 120 Hauppauge,NY 11788 ROAD SURFACE. MAX.M GRADE U P(631) 650-6666 � .. / GRADE Jul ?ri : ,1:• �`.' ��/� __ m F(631)650-6667 LL C(516)658-0325OQ LL _ r rr rr i�� O p G O D Q Q p o C, CLEAN GRAVEL FILL. j � � �p W _ (r f f t(i is x LL, o O r� Q p Q FILTER CLOTH ^/ / " 6"MIN, Q D o oa 00 0 Do 4" VERTICAL —� < ..,� ,,•r;. D o o D O Q p0 O = UNEXCAVATED SOIL SLOPE FACE O� d O o d 0 u `\ T: I} op DD p oo a Q p a o =�TIi PERSPECTIVE VIEW BEDDING DETAIL / 8"THICK PRECAST FRENCH DRAIN DETAIL cif— CONCRETE ON R TETRAFFIC Scale: NTS EXISTING GRASS ANGLE FIRST STAKE TOWARDBEA ��SWALE AREA 36" MINIMUM 2 x 2 L ^ f-� PREVIOUSLY LAID BALE. FENCE POST �I GRASS SHOULDER �� m AREA. TYPICAL CAST IRON INLET L GRATE&FRAME GRADE — GRADE FLOW ��^L f 2 n WOVEN WIRE FENCE O III =1 _I — _ / • �` (6 x 6 - 10 / 10 WWF) z II-IIII =11111 FILTER CLOTH z �, Co O �— N v Z ® ® ® ® ® �if� �' � i•L � LOpF 4 CLEAN SAND& �� ^ \ ---in BOUND HAY BALES EMBED FILTER CLOTH �"A " HOW 0[2 ® ® ® GRAVEL. i ^-_�� Z ♦ /` -- 3-x PLACED ON CONTOUR MIN. 6" INTO GROUND �o0 8'DIAMETER x 8'DEEP `/��\�� z >n� s 'ox ®® ® ® PRECAST CONCRETE \ /� n®® 4�� ~ O 0 W® ® LEACHING RING. � �-/� � O F v a ®® ® 2,RE-BARS. STEEL PICKETS OR Q w 2 x 2 STAKES 1.5 to 2 IN GROUND. NOTE: }< EMU o ®® _� DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA 9TH HAY BALES. 1/2 ACRE 1 100 LINEAR FEET Qmmft CLEAN SAND&GRAVEL =1Tm ANCHORING DETAIL okK �~ � iv GROUND iL- WATER SECTION DETAILftRLL 2'-0"Min. 8'-0"Dia. 2'-0"Min. F fl �i m V S L, STRAW BALE DIKE DETAIL OQz TypicalSection Leachin Pools SILT FENCE DETAILS immh��° z SCALE: NTS ��4FNOD� J GRASS SWALE DETAIL Scale: NTS SCALE: NTS Q Q I j 50' MIN. v u v m BUT SUFFICIENT TO KEEP SEDIMENT ON SITE z w HAY BAIL AND/OR ; j SILT FENCING D_ W o a : M. z .�i `` w L 1 rr :•'t O ? w< H w C� O v • Z O ir EL O of Ul N Q of IL M Z 0 0 iL w z �. LLJ p- V z m cti. N N m o N N I{• O O — CONSTRUCTION ENTRANCE - FOUNDATION OF COM ACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVE D R.C.A. FILL TOW (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. m L . I 1 PLAN VIEW j 1.!__I 7: i v ul z y � ' EXISTING GRADE I R 0 A D �' I ' � Q CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED #-�--1 Q>13: 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. n HAY BAIL AND/OR I SILT FENCING FILL TOW (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. LU O CROSS SECTION 13 Cli O OL I� z TEMPORARY CONSTRUCTION ENTRANCE 0 SCALE: NTS �0 W ry m O N r N N z QLU z < � oo � o I STAIRS I$ GUARD NOTE: 14�T (TO COMPLY WITH 2O20 R.G. OF NY5 R5114 R312) ' -STAIRWAYS SHALL NOT BE LE55 THAN 56" IN CLEAR WIDTH ABOVE THE PERMITTED ; ik'c HrTf E'c•rs 28'-O" If21'-0" 14'-6" HANDRAIL HEIGHT AND BELOW THE REQUIRED TODD O'CONNELL HEADROOM HEIGHT J`_ R CH ITECT P.C. -MINIMUM HEADROOM HEIGHT TO BE 6'-8" R310 EMERGENCY ESCAPE AND = -MAX R15ER SHALL NOT EXCEED 5y4" TODD O'CONNELL, AIA RESCUE oGS: 12 -MIN TREA SHALL NOT BE LESS THAN 51" 1200 Veterans Memorial Highway POURED D -5TA I R PROFILE: N051 NG5 SHALL NOT BE AT LEAST ONE EGRESS WINDOW IN IN CONCRETE FOOTING site 120 EACH SLEEPING ROOM 15 TO BE TO SIT ON Hauppauge,NY 11788 PROVIDED FOR EMERGENCY ESCAPE. UNDISTURBED VIRGIN LESS THAN-HANDRAILS 54HA�LRBE MORE PROVIDED4ON AT P(631)650-6666 MIN. 5.'i SC;1.FT. MIN. H=24", MIN, W=20", SOIL MINIMUM 36° LEAST ONE SIDE OF EACH STAIRWAY WITH F(631)650-6667 MAX 44" A.F.F. BELOW GRADE. C(631)650-0325 6667 TWO OR MORE RISERS. TOP OF HANDRAIL R313 / AJ403 / AJ504 / AJ604 SMOKE AND GO SHALL NOT BE LE55 THAN 54" AND NOT 12 POURED CONCRETE MORE THAN 55". ALL REQUIRED HANDRAILS ALARMS FOOTING TO SIT ON �� r SHALL BE CONTINUOUS TO THE FULL LENGHT CARBON MONOXIDE ALARMS TO BE PROVIDED DISTURBED VIRGI '��. 18-0 �••• ON EACH LEVEL WITH SLEEPING ROOMS OR FUEL SOIL MINIMUM 36" BELOW " :• r.:;:..�.,:.:':; ••• •`. •_:.�' OF THE STAIRS FROM DIRECTLY ABOVE THE BURNIN5 EQUIPMENT, SMOKE ALARMS TO BE '�' TOP RISER OF A FLIGHT TO A POINT GRADE. PROVIDED IN EACH SLEEPING ROOM, OUTSIDE �••••:�•:•..•.::��.••�..•:.•.�. .� .. ,,T..• • . ..•. .. ••,.:. :. •� • •: �• NEXG T w D DIRECTLY ABOVE THE LOWEST RISER OF THE EACH SLEEPING ROOM AND ON ALL FLOORS ti. } FLIGHT. ENDS SHALL BE RETURNED OR SHALL R. . .. . . .. TE MINA .,. . ,�.. ....•:.:.�..:,••.�.... :• •••-... � .�. : •. �� • :•..: - '� .j• ;. �. o TE IN NEWS '� • .: :• •�:� •�• '��:':•:;;: �.� y �:� :.;, :::�.� L POSTS OR SAFETY .. . ..:. I m UNEXGAVATE TERMINALS HANDRAILS ADJACENT TO A WALL ` L SHALL HAVE A SPACE OF NOT LESS THAN IY2" to P ,. . .: .. . . ;:,: WALL AND THE HANDRAIL. O BETWEEN THE � •,:::��:•�' .'r:' CONCRETE W ;: j: HAND ;:;� ;::'�.;•:_: �.':.;>�� •:•'••. '':�'i '�= THAN 24"x l2" POURED CONCRETE „ . . .. • •. . •;� I :, I RAILS SHALL NOT PROJECT MORE � - ° I FOOTING (4,000 P51 MIN) TO 4/2 ON EITHER SIDE OF THE STAIRWAY. m UNEXGAVATE REST ON UNDISTURBED VIRGIN -GUARDS/RAILINGS ARE REQUIRED FOR ANY yr '" I SOIL (3' DEEP MIN); W/(2) #4 SURFACE 50" ABOVE FLOOR OR GRADE. •�. ,4i ,: .;. :•;-. . •: •�.`. .`: " GYPSUM BOARD REBAR 2"x4" KEYWAY ON A BASEMENT ------------ •' 4" C ONGRETE SLAB I ,OUTSIDE WALL GUARDS/RAILINGS SHALL NOT HAVE A GAP � ALL - CEILINGS AS PER v W/bXb 18�WM OVER I WATERPROOFING MEMBRANE. OF PASSAGE OF MORE THAN 4" >r y••" O O SECTION R302.13 O ':;; '• 18 18 I --b MIL V.B. ON 4" N COMPACTED GRAVE 10 POURED CONCRETE F ON COMPACTED 501E �' I �� GENERAL NOTES 2a m 4Aoo PSI FOUNDATION WALL (TYP) z 24"xl2" POURED CONCRETE O I X X �' FOOTING (4,000 PSI MIN) TO I G I DEN O LU �' �, I I. CARBON MONOXIDE ALARMS AND CARBON -1 REST ON UNDISTURBED VIRGIN 3 m I LU ' I MONOXIDE DETECTORS SHALL BE INSTALLED z SOIL (5, DEEP MIN); W/(2) #4 ( �' PLAY •'; REBAR, 2"x4" KEYWAY I = lu AREA IN I BUILDINGS AS REQUIRED IN ACCORDANCE O z OUTSIDE WALL I �;; I v W TH SECTION a15.2 OF 2020 NYSFG •� V WATERPROOFING MEMBRANE. ' Y (CARBON MONOXIDE DETECTION SYSTEMS) F ;;:'•: I I I >I n I FOR RESIDENTIAL BUILDINGS . INTER-WIREDW Q FIRE/SMOKE AND CARBON MONOXIDE z ' DETECTORS WITH BATTERY BACKUP AS PER ° g 4" CONCRETE 5LA8 I I II \ I I NFPA 72 AND 2020 NEW YORK STATE _ BEDROOM I = - - 36"x36" 1/ o � W/bXb �WWM OVER �- I '..• RESIDENTIAL GODS SEC. R314 AND R315 — — — N _ ` PREFABRICATED SHALL BE INSTALLED IN DWELLING UNITS b MIL VB. ON 4" _ I I I DRY WELLuzau COMPACTED GRAVEL - II -8 a 2 III-all -� OUT51DE OF EACH SEPARATE SLEEPING < Q ON COMPACTED 501L - 4p00 P51 0 1 _ I ;' I AREA IN THE VICINITY OF THE BEDROOMS. olu 1-M • O " GYPSUM BOARD I 24 m _ _ _ I `!' I lo" POURED CONCRETE WHERE A FUEL-BURNING APPLIANCE ISx v _ GL. — — _ LOCATED WITHIN A BEDROOM OR ITS - o WW v ...: ON ALL BASEMENT F DROP WI2 X 35 r 7 DROP WI2 X 35 DROP WI2 X 35 FOUNDATION WALL (TYP) I, E 2 O CEILINGS A5 PER �- — — — I `� ATTACHED BATHROOM, CARBON MONOXIDE } ?� v �- • — — — STEEL BEAM STEEL BEAM STEEL BEAM SECTION R302.13 I t_ ._ — — — _ — — — —I— �-_ — — — — — — — — — — — — — — ; , I m DETECTION SHALL BE INSTALLED WITHIN THE - - - -_ - - =- -I— - - - -_ - -I= :.•'.:;.:=.:,:. BEDROOM. � �� PROVIDE - - - - - _• ;.:' _ ; DOUBLE FLOOR �- 30 30 — L J L — J _ O O — = I I 2. ALL ELECTRIC WORK SHALL BE o ° JOISTS UNDER O I O 1 II I PERFORMED IN 5TRIGT ACCORDANCE u�► ° o y _ 1-r I 6'-0" I Fin WITH THE LATEST EDITION OF THE N.E.G.KITCHEN ISLAND -a �_ �,�) 11 9. ABOVE. 28 ® I I w 4. ALL CONDITIONS AND DIMENSIONS Q wR°.� } J I O TO BE VERIFIED IN FIELD BY THE a��; °Z m GENERAL CONTRACTOR AND REPORT' -ITO o ° ,.:e �� , :;• .'s. ` y 27 I - x x w I� I ( x ANY DISCREPANCIES TO ARCHITECTQ Q •�• — — — =v a O I PRIOR TO START OR CONTINUATION r 4RMH "a I 13 OF WORK Q j u�i I 5. NO GALV. NAILS OR CONNECTORS IN I I BATH. W I AGQ. LUMBER ARE PERMITTED. ALL v v v v tLl `' 11 AR i 1 FLUSH I = `.� I FoOTI2No POURED CONCRETE PS► M To CONNECTORS AND FASTENERS FOR AGQ I 20- (3) I /4"x II Ye" ML LVL '� 12_.¢� ''. I REST ON UNDISTURBED VIRGIN LUMBER MUST BE STAINLE55 STEEL OR I I I . d1 I O SOIL (5' DEEP MIN); W/(2) #4 HOT DIPPED GALVANIZED 0-I55. .; I MEGHANIGAL y'. REBAR, 2"x4" KEYWAY ® I W W I ROOM - I OUTSIDE WALL 6. AS PER 2020 NY5RG SEC. R510 WATERPROOFING MEMBRANE. EACH HABITABLE ROOM SHALL HAVE N Wm W V r I AT LEAST ONE OPERABLE WINDOW z DIRECT VENT FED URNACEINSTALFOR EMERGENCY EGRESS WITH A I�� I I j -._-- _ _-- I MANUFACTURER'S WRITTEN MINIMUM CLEAR OPENING OF 5.7 SQ. v o I UNEXGAVATED I I I SPEGIFICATIONS. FT. (GRADE FLOOR OPENINGS SHALL z 0 Io J o�I HAVE A MINIMUM CLEAR OPE ING OFtu 0 411 CONCRETE SLAB I - --- --- ( _. _.._-.__.._....._ I N 1 '• I 5.0 SQ. FT.). THE MIN. HT. OF p IQ O Q�I W/bXb IQ KW OVER I !✓ --- = ' y q :.+•• r' n p ^:•. _ _ _ _ _ _ _ _ _ _ z I b MIL V.B. ON 4" P AI LI TI BOTTOM COMPACTED GRAVEL I H :• .'' •:• y• • ' .~ OPENINGS TO BE 24 AND MINIMUM O �- :. •. :•.• PROVIDE 5T RWAY GH NG AS PER 5EG ION WIDTH TO BE 20" AND THE B V ..: O ON COMPACTED 501E '",•:''r " . _:.•.,' '' •!..1�. ','•;..•,:. •.T:'•`:; 2 ZXI IR' ME 1 11 { INTERIOR (� OF OPENINGS NO HIGHER THAN •:::.'... :, .', :::;".;=::..: ..:'. . .•....v..'; "'..••r s'. .•.•..: 303.'1 INTERIOR STAIRWAY ILLUMINATION: I�d of 4p0o P51 I — — — — — — — — — — — — — — — — — — — t STAIRWAYS SHALL BE PROVIDED WITH N ARTIFICIAL LIGHT SOURCE TO ILLUMINATE HE iv O w W ~ Z LANDIN05 AND TREADS. THE LIGHT SOURCE HALL �[�/ v Q Q O N BE CAPABLE OF ILLUMINATING TREADS D 1(�b 7. ALL WOOD POSTS SHALL BE BUILT I PITCH SLAB I ( I "k.; LANDINGS TO LEVELS OF NOT LESS THA I S 1 ' Q UP WITH (2) 2X4'5 NAILED TOGETHER W/ m m m v FOOT-CANDLE (II LUX) AS MEASURED AT THE ENTER (Y" m IOd NAILS ® 8" O.G. UNLESS OTHERWI5F N O F 4" CONCRETE SLAB '` OF TREADS AND LANDING5. THERE SHALL E A C N ry Q UNEXGAVATED I� I NOTED Q. W/bXb WWM OVER ��'•;;::�:.•••• �.�,:':. ::,t•:. r � O O L _ _ _ _ - - - - - - - - - - _ J I bMILY.B. ON4" I _ - - - - - THE LIGHT SOURCE WHERE THE5TAIRWAYH HAS— — — ,• COMPACTED GRAVEL <. 5. ALL FRAMING SHALL COMPLY WITH ' • ... — — — — — — — — — — — ON COMPACTED SOIL— — J OR MORE RISERS THE 2015 INTERNATIONAL RESIDENTIAL. 4�e-P - CODE tt m N - > — — — — — — — — — — — — — — — — — — — — :'•�: " { :`::: .:; + �' "' I OPEN GUARDS SHALL HAVE BALUSTERS • ~•ti. •. ' OR ORNAMENTAL PATTERNS SUCH THAT L1. ALL EXTERIOR PORCH/DECK/ A 4-INCH-DIAMETER SPHERE CANNOT STAIR FRAMING TO BE AGQ ~ PA55 THROUGH ANY OPENING UP TO A LUMBER-U.O.N. — — — — — — HEIGHT OF 34 INCHES. AS PER SECTION 1015.3 OF NYS RESIDENTIAL CODE (TYP) 10. ALL ELECTRIC TO REMAIN AND �- - — — — — — MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL ELECTRIC TO L BE DETERMINE IN THE FIELD v LU 22'-2" II. ALL ANCHORS, STRAPPING AND LU CONNECTORS AND HARDWARE TO BE ln,� 2I'-o" 2o'-61 a'-6" I2'-b" b'-o" SIMPSON STRONG TIE OR AN APPROVED !- MANUFACTURE AND TO BE INSTALLED ASIle O Z PER MANUFACTURE WRITTEN LU 63'-6" INSTRUCTIONS- UNLESS OTHERWISE NOTED n� C WALL KEY 12. ALL ENGINEERED LUMBER TO BE o GLADDED AND SEAL AS REQUIRED TO PROTECT AGAINST THE — — EXIST TO BE REMOVED WEATHER ENVIRONMENT EXIST TO REMAIN NEW WOOD FRAME GN5T n O v I ^' T NEW POURED CONCRETE O r ® 4"x4" POST UNLESS OTHERWISE t n NOTED z OUNDATI ON FLOOR PLAN 0 HOLD DOWN AS NOTED � Q " = " HARD WIRED SMOKE SCALE: I/4 I -OO DETECTOR W/BATTERY BACK-UP ® 80 GFM FAN TO EXTERIOR \ WW1 ,� p a HARD WIRED CARBON MONOXIDE tV to j 1� \� DETECTOR W/BATTERY BACK-UP N • 'U MIN 12" A.P.F. AS PER N Q Z • 2020 RESIDENTIAL CODE OF NY5 - lU CIE DENOTES E6RE55 WINDOW # Q O p � Q 70, t 28'-O" 21'-O" 14'-6" %Af2CNET'EC75 62-6" ^TODD O EONNCT pELL b" 6" 20'-O" 14'-O" TODD O'CONNELL, AIA 10'-b" 12'-O" 5'-6" 10'-O" 10'-O" 7'-6" -i'-6" 1200 Veterans Memorial Highway 4 Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 �r�rdrrSrr�;�f:�'- �:��a��:rrr;e�,r".�Ia�l. j.f,1'of. ', {;frJ'(�iji.i':.fi:(-,;f.,,r, 'y ` 1 \ II O O 61 . (3)I/4"x14" ML LVL NEW EXTERIOR WALLS CONSTRUCTION p 2X6 WOOD STUDS ® Ib" O.G. PROVIDE m R-21 AND 1/2" INTERIOR OYP. BD. (SEE l \ m (3)19/4"x�iY4" ML LVL SPECIFICATION AND NOTES) AND 1/2" EXTERIOR PLYWOOD 5HEATHINO, AIR O 5" DEEP COMBUSTIBLE - ltl i INFILTRATION BARRIER AND SIDING AS MANTEL. AS PER N ry SHOWN ON ELEVATIONS. PROVIDE Y2" �o MANUFACTURERS 23 I 23 14 m (R2.5) RIGID INSULATION BOARD �-- 15 15 15 m WRITTEN INSTRUCTIONS I BEHIND SIDING. N _ (3)15/4"XII ' ML LVL _ FLUSH WIO X bb S EL BEAMIS 1 (3)15/4" I I6 I v J L——— _ v GUEST Iw z ctl j I I BEDROOM I; = _ CARBON MONOXIDE z ® GREAT _ Ip� •fl O ALARMS SHALL BE INSTALLED OUT5IDE OF 1 � ROOM O Iw EACH SEPARATE ~? J 4 I I? .Oo O SLEEPIN5 AREA IN THE I m 3 N r I4 IMMEDIATE VICINITY OF w � aa° J I t s I U FART LU THE BHERRT AN 10 FT, I N u O KITCHEN I N O I I W_ I O O ACCORDANCE WITH h3MIMH ` = G.H. 10.0 FT m I I 0 n SECTION R315 AND m SECTION 115.3.1.3 OR l Q c4 O O X I I~ D- UL APPROVED 6A5 I `` THE 2020 NYS FIRE - W 1 .0 O 14 CODE. N Y O z _ I � FIREPLACE INSERT, J� � I `? I * I I = INSTALLED PER UPTURN g IV V' x O I w _ LVL e O O N Q MANUFACTURER'S z u F- LLJ - I I = i WRITTEN INSTRUCTION. " - �-` - r = VENTED AS REQUIRED 8 -1-H dJ z 0 PER CODE. G I 22 F O ' '� j 3 O WIO - P UM(3)I/4 xIlY4 L BINS FIXTURES FINISHES1154x4 (3)I�/4"xIlY4" ML LVL_. :D ML LVL SAND PLUMBING HARDWAREML LVL — — B— � r ,p AS SELECTED BY OWNER.�.. �X t iMUD 14 I tIQ I i — — — — — I2 .D � °Qzo m ROOM I PAN RY � G.H. 10.0 FT I G.H. I .O FT UTL�R RM, u, PANT R 12 14 I G.H. 10.0 F } I 20 20 NEW INTERIOR WALLS CONSTRUCTION < � °j O �p I, LOAD BE I:N� WALL — — 1 2X6 WOOD STUDS ® 16 O.G. PROVIDE cv (3)2XI0L _ _ _— , MOISTURE I RE51OR 5TANT 5YP5UM2BOARD IN BATHROOM SIDE (SEE BLOCK 50LID UND ARGHWAY I - SITTING SPECIFICATION AND NOTES) BEHIND O v O U M m I LOAD SEARING W O -O, I ROOM 51DIN5. ABOVE - - G.H. 10.0 FT 7-0 -6" m - in 11 1-011 'T V T I I FLUSH (4) 1 5/4"x II 8" ML LVL L �Z w DINING ROOM - I o - - - - LU O G.H. 10.0 FT I w :o I w -to rXi Fes- O M ___._o .... ............. XM m z Q 0 m ,n I tu tu J _...... r�In O e= DRI VEW�4Y cOv I I a I x I I cy r __ . - 13 13 Ll O z z O = O O m cl) Fire separation - ® &Xb WD POST O W W N O arequired as per I 13 13 I (3)I3/4"xgY4" (3)I/4 x�tY4 ML LVL ® 4X6 wD P05T P U Q n O NYS Code ML LVL cmv cmv m N # —C-7 X 18 to 0 4X4 WD POST r O N I- r I u ML LVL N 'r Q FLUSH (2)I5/a"xIIYB" ML LVL _ J }I I O `� COLUMN EL PIPE Q — — — - - - =y ® HOLD-DOWN > 1 -1 I 12 12 ( 12 ® IL J -- FLUSH (3)Ig/4"xIIYB" ML IBQllllllllllldlll mmrmimiiim (3)2XIO (3)2XI0 (3)2XI _ FLUSH (3)Ig/4"xII L LVL LVL _ BEAM UNDER WALL ABOVE to 'Iz ul ALL EXTERIOR ENGINEER WOOD TO O BE EITHER RATED FOR EXTERIOR U5E ul �y'� OR TO BE: COMPLETED UA c\ CONGEALED. WALL KEY Q — EXIST TO BE REMOVED lu 10'-a" 3'-6" 4'-6" 5'-O" b'-3" b'-3" EXIST TO REMAIN O 0 f0^ --- 20'-O" 13'-O" ?'-O" 8'-O" 12'-O" NEW WOOD FRAME CN5T O v I 6" b" b" I'-0" NEW POURED CONCRETE O 3 62'-6" ol 0 4"x4" P05T UNLESS OTHERWISE NOTED z 21'-O" 20'-6" a'-6" 12'-b" ® HOLD DOWN`AS NOTED 651-6" HARD WIRED SMOKE Q O DETECTOR W/ BATTERY ® BACK-UP W RCG� I }� I 80 GFM FAN TO EXTERIOR F- JT FLOOR` PLAN HARD WIRED CARBON MONOXIDE O � Q� aDETECTOR W/ BATTERY BACK-UP SCALE: I/4 - I -O 2020 RESIDENTIAL CODE OF NY5 N z DENOTES EORES5 WINDOW # LU 3; ""``�� O La � Ca .1 49'-0" 14'-6" 01 a C H i-7 5E 7 s TODD O'CONNELL f_ ARCH I T E C T P.C. 15'-ID" o. 10 014'-0" .. ' 4" 8" 6" 4" TODD O'CONNELL' AIA 1200 Veterans Memorial Highway Suite 120 221-0" 5'-6" 5'-6" 5'-6" Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516)658-0325 ® bX(b WD POST GABLE RAILING TO ,,,• . MEET CODE. , ® 4Xb ND POST ® '4X4 ND P05T PROVIDE r l.) MEMBRANE O ,5)'s" STEEL PIPE COLUMN SYSTEM. _ B LGONY ■ HOLD-DOWN OO IO (3)I5/4"x1'4" ML LVL IOMIN I I PLUMBING FIXTURES, FINISHES ( <i (3)2XIO (3)2X10 AND PLUMBING HARDWARE I =V \ c�io O OO MANTEL.P AS'PR N AS SELECTED BY OWNER. O > \\<i� d MANUFACTURERS / F- # PROVIDE TEMPERED CLA55 J m WRITTEN INS TRU 710N5 z SHOWER ENCLOSURE AND <t _ I \ DOOR. I MA5Tr=R I I O \ LINE OF SLOPED CEILINGLU z x- I BATHROOM I- - - -MA R - - - N- - - — SL _ 4- E ILI G P SDT O O �- o I ,�� B = 51 TINO = X I 0 I 2X6 SLOPED I Q O AREA I � WALK-IN CLOSET CEILING JOISTS v o AS DE516NED BY , m - OTHER. FINAL O I ® Ib" O.G. I O O LAYOUT TO BE Q 0 Iva DETERMINED BY DO- I Q� — — — — — — — — VIN L WINDOW WITH u OWNER AND „s e v0 �� LINE OF SLOPED GEILIN6 - UL APPRO�XED 6A5 TE PERED GLASS o O O CABINET SUPPLIER. - 4��0/ Q N v Q FIREPLACE MSERT, �n } 0 �v/ O O INSTALLED PEA , f j� �,z S 0 NEW EXTERIOR WALLS CONSTRUCTION I �� AO 0 X O• MANUFACTURER'S /� " u r is' 2X6 WOOD STUDS ® I6 O.G. PROVIDE _ _ _ — — — — — 4 ry v U�lzD N WRITTEN INSTRUGTfQN. ae ae 1I' il� "a lu R-21 AND 1/2" INTERIOR GYP. BD. (SEE — — O II / .o- 6 VENTED AS REOUIREb 0 = • p x v A AND OTES AND 1 2" -' I / X- ® Q b \ K J 15 ® 1:2 X �9 SPECIFICATION A N ) / - cV w � O PER CODE. — — N � � EXTERIOR PLYWOOD R AND IN , I 2XIO G.J. ® l b" O.G. 0 - - _---__ - �W.I.G. BATHRO #� m iv b� � ~ INFILTRATION BARRIER AND SIDING A5 LOAD BEARING WALL (2)15/4"X004" p SHOWN ON ELEVATIONS. PROVIDE)" — — — ATTIC ML LVL I ~ ' (R2.5) RIGID INSULATION BOARD O BEHIND SIDING. I - � � ACCESS. 1 O - 0OI3 DE HALLWAY ° I O UM I 0� p o i m X DR�55I NC I L — — — FRAMING. _ _ - CARBON MONOXIDE O ROOM �r o LAUNDRY -FLOOR DRAIN TO BE X �`�� ALARMS SHALL BE m ABOVE POINT I , ROOM - I I lD INSTALLED IN LAUNDRY ROOM N 0 o �_w INSTALLED OUTSIDE OF G � I LOAD. O � GL 0 dl I ® - -VEINY DRYER TO EXTERIOR M , , ! Zqg } EACH SEPARATE _ 8.O I — — — — -� N ' �t QER m EPIN6 AREA IN THE O = LJ cV -INSTALL P N pUNDER WASHER SPEC. I F 4 "'$o Z (D boo IMMEDIATE VICINITY OF N -O' I _ _ _ _ (2)2XI0 (2)2_XIO: — — — — — — "__ - O �p AS PER MANUF. SPEC. o _ f�� FLUSH _ THE BEDROOMS, NOT �t = UPTURN(3)I5/4"xIV4" ML LV 3 (2)2XI0 (3)2XI0 O X - _ Q Q Q FARTHER THAN IOFT, IN L — _ — _ _ — _ _ 2 2 O v I O BEDROOM #4 _ - o Q m o s o ACCORDANCE WITH O O SECTION R315 AND SECTION 415.5.1.5 OR 6" ® � 6„ 8 O _0 N THE 2020 NYS FIRE ® 2 U v u v m CODE. 8'-10" '- —3'-8" 3'-8" Q'-O" ® � 'i'-Z" Z = � 8'-O" - 12'-6" lo 4�� O 04�� 4" 4" � v IX x� 411 FLUSH .fl O � IIX U (3)Is/4"x�'4" `t - NEW INTERIOR WALLS O O I le O.G. O N m _ ML LVLAnj 47 CONSTRUCTION 2X4 WOOD N I `� N OPEN GUARDS SHALL HAVE BALUSTERS STUDS ® 16" O.G. PROVIDE 1/2" m 2X8 G.T. ® 16" O.G. `"" "" I I OR ORNAMENTAL PATTERNS SUCH THAT A, O Ul INTERIOR GYP. BD. (SEE I LAO BOLTED TO \ tt _-q ___, 4-INCH-DIAMETER SPHERE CANNOT PA55 X ll SPECIFICATION AND NOTES) ROOF RAFTERS FLUSH (2)I 5/4"x14" MLA / Q THROUGH ANY OPENING UP TO A HEIGHT n W BEHIND 51DINO. _ = PEN TPJ -- -- - ----- OF 34 INCHES. (® )� OF ATTIC) O # O Q - - B m BEDROOM #2 I BEDROOM 3 �j -\'O -..-...... I I 2X10 DECK JOIST ® 12 O.G. O v _ / E- O W O I = 0 a19 m O t- LU tt ® / \zjpi_� --it- O F- - r r Q J I 2X6 SLOPED O v O(3)2XIO ____ __ (S)I�I4"xN,4 ML LVL Q Z Z Ln v W - T" NEW STAIRS TO CEILING JOISTS I X � 5H � � Ul � IU p v I� I6" O.G. I I I O < 4 ) O N g , „ COMPLY WITH m - WQr z tu N W I —t' `J ® v ML LVL A V (] La z (3)I/4 x 4 2020 IRG. AS n O W W BP�TH. #2 (3)I'/4"x�'4" ML LVL O 0 O OTHERS ry.0 X 2"XIO" LEDGER G NNEGT WITH " 0 m N N p II O g AND b" THROUGH 3OLT5 I' O.G. O O O I O O 5TA66ER TEGO 015T5 TO LEDGER (3)2XIO WITH ZING COATED OR HOT DIPPED b 6ALVAN I ZED- �j (3)2XIO (3)2X10 (3)2XIO -7'-3" 3'-0" 3'-O" 5'-0" 5'-O" b'-3" 7r b'-3" 6 12-I I 4 6-a 6"" LU 20'-O" 14'-O" I6'-O" 12'-6" y 21'-0" 14'-0" 6'-0" 7r 10'-0" 12'-6" 63'-6" V I O +s- lu nn// l� WALL KEY t' A — EXIST TO BE REMOVED LU LU EXIST TO REMAIN O fO^ NEW WOOD FRAME CN5T ••_�-'' NEW POURED CONCRETE O 5 G01�1D FLOOR PLAN ®b_Vy, 4"x4" POST uNLF-55 OTHERN15E IU SCALE: 1/4" = I'-0" NOTED O z ® HOLD DOWN AS NOTED HARD WIRED SMOKE O DETECTOR W/BATTERY BACK-UP (� W ® 80 GPM FAN TO EXTERIOR fu HARD WIRED CARBON MONOXIDE N m O a DETECTOR W/ BATTERY BACK-UP (il N N z ��1111 MIN 12" A.P.P. AS PER 2020 RESIDENTIAL CODE OF NY5 N z CIE DENOTES EORE55 WINDOW # LU O Q o p _ 7R"6HI'tE6ts TODD O'CONNELL AR CH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 — — — — — — — — P(631)650-6666 r T F(631) 650-6667 C(516) 658-0325 I I I I I - - - - - - - - - - - - - - - - - - - -L - n , PROVIDE ICE PROTECTION A5 PER 2020 RESIDENTIAL CODE OF NY5 -RQ05.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED T06ETHER OR A 5ELF-ADHERIN6 POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM ( , w EAVES EDGE TO A MIN. OF:24" INSIDE THE EXTERIOR WALL. LINE OF THE STRUCTURE-ROOF LE55 THAN 4.5:12 PITCH MUST ICE SHIELD OVERLAY C ENTIRE ROOF. ROOF 5:12 OR STEEPER REOUIRES MIN 5 FT. FROM EAVE EDGE AFTERS OVERLAY 1 4x3 ALUMINUM GUTTER W/ RAFTERS OVERLAY ===> 5x4 ALUMINUM LEADER TO RAFTERS \ \ BE SELECTED BY OWNER \ ON IX8 FASCIA BOARD W/ VENTED SOFFIT r-------------------i r---------- -- — -- -- -- — -- ----� r—� r— r----I-- IR I ( I m I-------, r------� �- -- ---- �---- -J L_J I ( L_J ASPHALT SHINGLES TO BESELECTE 1 2XI0 R.I?�. ® I6" O.G. i 2XIO R.R. ®1 16" O.G 10 N 12 ROOF PI GH I 10 IN 121R00 PITCH \ OVER 30D BUILDING FELT / \ �--� I IIII I I > �« I � 1 1 ------� x6 T. j I " O.G. - - - w L-1 ------ 'LJ 2X1 RR. XI R. I. / I ® --------------L -------------__ FLUE AS REQUIRED MIN. L J I I J J ' / �Y z I / / 1 - - \ I / T I / ® I6' O. I ( I ® I6" O. I ------ --� 1---•----------------- I 2' O" ABOVE 10 FT OFF \ / / 12%) o� / I z° ° �\ IIII / ° I I / , i MAIN ROOF n / I OIL \ I / \ __ I / I r o - /� I I I PROVIDE STEP \ I / W I o Q o 1 11 / I 13 ® \` I I v \ I I FLASHING AROUND 1 L-- ----J L------------ I -� \\ I /� I MASONRY CHIMNEY O 2X6 G.T. ® I "- .G. / � � I I I I / � \/ I V // I I \ I / ( / / �� tu Y I I / O I �Y I I I 1 1 STANDING SEAM \ / Q_ $ V ��/ / x \ �� d / �C I Q I I I METAL CRICKET I I / o ROOF. PROVIDE ICE ANND WATER SHIELD o I TO ENTIRE I I / 1 ---- -- -- -- -- -- - -- -- -- -- -- -� I I C- ----------J L- LJ L-� / C-----------J I CRICKET. PROVIDE / U_ 1 / n 1 VALLEY FLASHING I I ,� o Q�,�m I I IS I I I L J O v I O RL Y I / SURROUND AND _ � � I ( )15/4" 14" LL LRI 6E FTE S I / —II - - - - - - I / i I CHIMNEY STEP - - - - - - - - - --- - - - - - - - - - - - � // o Q -14 — - - — - - - - — — I I - I FLASHING. �' � i= IU — — — — — — IL 1 — — — j /2X6 A00 HOOD RIPPED ® " r i 'J I I I I / PER FOOT. I I sn > r PROVIDE MEMBRANE SYSTEM. 8 o{ � 11 1 I V / I I \ \ I \ OPEN GUARDS SHALL HAVE / \ d= kk Q°� I I X \ \ I I I I I IN / \ \ I BALUSTERS OR ORNAMENTAL I / I \ 4 13 I z Q XI R.R. XIO R.R. \ \ PITCH PATTERNS SUCH THAT A / \ m o u p PR VI KN E W LL I O O —1 MI6" O_I I® I6" O_.— TO SUPPORT RO F i i �D I L \\ I I CANNOTDPA55 THROUGH�ANY \ C OPENING UP TO A HEIGHT OF I 54 INCHES. ______________ u v u v tt1 I r- - ------------ L I I \ L I I i Q; \ \ I I / ®'6X6 WD POST I \\ 10 O I 1 10ON12 \ � ROOF PITCH ROOF PITCH \ I F I �_ `fl \ / I Q \ i i ® F 4X6 ND POST I � \ -- - O I I ® ® U I5/4"ic11F" ML \ I I I I I x \ \ ---- (X I I — — — — — — — — LVL 1 ( IDG \\ I i ® 4X4 WD POST I a I m J \ w I I I I ----- - O ® tt 1 1 - - - - -7 'K_ j— \ I I 0 5 Y2" STEEL PIPE I i _... ..... ...... I m \\ O I I I I I 1 COLUMN 1X 0 I I +� I �i --- -----\ I ■ HOLD-DOWN I I l o 0 I_j / \ �� zz I L J \ �J — — I 2X5 CJ ® 16" O.G. i" z 0 N F- I I 2X5 G.T1 1 O.G. 1 I - / I \ — to I O W W O y I / 2X4 G.T'. �6" O.C. \\ \ r ° ' m Q o z I I OF TERS I (® F TTIG) \ I I 6 m X (\V N m I I _ _ _ t— I ATTIC II -- -- J 1IC� ON12 I I 10ON12 I I I I I y OF PITCH ROOF PIT N ry Q I 2XIO R.R. ® IV, O.G. 2XIO R.R. ® I6" O.G. I pj v / I IT i I I I ( O O - ��— 1 �XIO R.R. I I XIO R. 1 C------� I I �------� L — � (5)2XIO i L---- I �- --- �N L------J L------ I I------J L-------J - - - - - - - - - - - - - - ---I L vLU z LU b D_ N� t 'OOF Fes'ANC I NO PLAN ROO I7 O�G AOOL-SS � -�tu � Q SCALE: 1/4" = P-O" SCALE: 1/4" = 1'-0" () >� � LU JU � to DL z 0 Q w O m � cv N z N d z LU oC g 3;� --ARCFiiTE �S� 3 K W' �p O --O _A�CH ITECT P.C. N ! N to N Z J TODD O'CONNELL l0 tD0 OI l40 O W' ' iUp O l� Op�p l� Llp� z� OF-� � O dd ��QIRdp — ��Qp30w Q p TODD O'CONNELL, AIA _ PROPOSED TOP OF RIDGE — — — — — Q p 3 O 1200 Veterans Highway HEI GHT:35.0' ELEVATION: g3.55' ns Memorial O Suite 120 12 10 A Hauppauge,NY 11788 P(631) 650-6666 G G F(631)650-6667 C(516) 658-0325 I 12 I B I 10 t,�d 4 rr, rr'.::fr4ifd:t�ri w.t t ii � rrrr, r I i --�—. ''f;f;ra(l � �d IA• lr II ASPHALT ROOF TO BE SELECTED ® OVER 30# BUILDINO FELT COLOR AND MANUFACTURER A5 SELECTED BY OWNER.cro ,\ l 1. D 3x4 ALUMINUM LEADER TO `i L)_I :I B BE SELECTED BY OWNER HEIGHT OF WINDOWS AND DOORS ON IX8 AZEK FASCIA BOARD -; _.I„ ! i _i ( .I W/ VENTED SOFFITW � © LINE OF CONGEALED ALUMINUM FLASHING. 0 w ,_T, 3 3 STANDING SEAM METAL ROOF TO BE SELECTED ~� OVER 30# BUILDING FELT COLOR AND 1 .. .._. .._....... 1 dJ_z O I O i ! _ ! MANUFACTURER AS SELECTED BY OWNER. r Atu ( I ! I I I _ GABLE GUARDRAIL PER CODE. MANUFACTURER (� AS SELECTED BY OWNER. r � N � PROPOSED SECOND FLOOR 5 MASONRY CHIMNEY AND FLUE AS REQUIRED MIN. I ELEV ATION: F 3'-0" ABOVE IO FT OFF MAIN ROOF (1O�-V.I.F. F' O m "15.30' I I I �-�-: HEIGHT: 16.75'- - ! �. _ .- z I 51MINO AS SELECTED BY OWNER. FINAL COLOR, ~ b O STYLE, FINISH, AND MATERIAL AS SELECTED BY HEIGHT OF WINDOWS AND DOORS _.! i OWNER. Z 1 , TR CONCRETE STEPS AND PLATFORM WITH DECORATIVE STONE VENEER INSTALLED PER F I I { w I I I ;, ! I MANUFAGTURER'5 WRITTEN SPECIFICATIONS. 1U O 0 z ID O I OI - . I O I O _�- I O I O _I I_ 5TANDIN5 SEAM METAL CRICKET ROOF. -- ! PROVIDE ICE AND WATER SHIELD TO ENTIRE ua SURROUND AND CHIMNEY STEP FLA5HIN5 ! ' ! � CRICKET. PROVIDE VALLEY FLASHING W. . w _. .0 I b € I i MODERN STYLE OVERHEAD OARAC7E DOOR AS SELECTED BY OWNER. ,yi v c W PP FIRST FLOOR _CI:,. _ o ELEVATION: b4.14' tu 4 I _ - R LIGHTING FIXTURES AS SELECTED BY JE� Fy EXISTING AVERAOE GRADE a-w Q F ELEVATION: 58.55 v I I HE16HT:O.O- _- _-. ._._. _._. — __,_ — — — — .._... .-. __ __. .� _._ — �_ I� _ - \ _ __ _ _ - — � - � _ � — — — _ — _-_. ,__ _ __. __ — __ _._ — .-. � _ _ — __ { _ _ � \ _� ,__. .-. .._.... ...__ __. — _._ .� — ,._,_, — _I �j _ � _ _ _ — — _ _ __ _ - — — _ _ — - _ - _ _ _ — I I I I p _ -�� ►-�o �• -�-�-�-I Z o r- o K I I LJ L — J I I I I Q Q II PROPOSED BASEMENT SLAB _ _ _ — _ _ _ - — _ _ _ _ — __ _ __ _ — — — — ---- — -- ,- ..._. __ __ - � _ __ - - — � ATION: 53.g6' f __ __ - __ — __ - _ - - __ — _ __ _ _ — _ __ _ - _ —_ — __ _ __. - ._ - _. - __ _ _ _ _ _ ..-.. .._._ _._. .._._. ...._ .._... ._.._ — __. ELEV T_i�J_� PROPOSED BOTTOM OF FOOTING L _ J 1- — J [_ ELEVATION: 52.63' HATER - i�fiZO�OS�17 �izONT ��Y�TION z tu z p z � O e•= TOP FINISH TO BE SELECTED v N N 2x4 STUDS ® 16" O.G. 5/0" SHEET ROCK 4" CONCRETE SLAB m O 0 W/bxb �WWM OVER Z th 0 O /2" GDX SHEATHING b MIL V.B. ON 4" Q Q Z SIDING AS SELECTED COMPACTED &RAVEL EXPANSION JOINT ON COMPACTED SOIL STEEL BEAM AS PER PLAN m m 4" CONCRETE SLAB 2x4 AGQ SILL PLATE 3500 P51 N N m Q W/bXb IS KNM OVER /W ANCHOR BOLT® V-O" O.G. 6"x5"x5/8" STEEL PLATE WELDED TO STEEL 6 MIL V.B. ON 4" a° — w _ — a COLUMN AND STEEL BEAM Q O N ry GOMPAG TERMITE TED &RAVEL TILL IT CULTURED STONE FACE ON COMPACTED SOIL E SHEILD 3 `t �_ —ILHE , •d TO BE SELECTED 5,500 P51 - � ,—S�,O O O O O 00 � • 5 MIL POLY VAPOR II = z oOn (10 �, r10 ., (lo �QQ n 0 d:0 #0 0 0 0 0 o I/2"0 STEEL PIPE COLUMN/ - BARRIER II �A 6"xb"x5/8" 517EEL PLATE WELDED 5 X5 STEEL TUBE COLUMN CKAM I 1 II b" COMPACT FILL n ° TO LALLY COLUMN SEE FOUNDATION PLAN ^� I=1 I I—I I I I 5 MIL POLY VAPOR BARRIER FINISHED GRADE 1/2"0 HOOKED ANCHOR BOLTS 4" CONCRETE SLAB =1 11=1 I I—I 1 I 6 . WWM OVER �— _ d4 MIL V.B. ON 4"O t i I I I- 8 POUR GONG. d ON COMPACTED 501L � \ COMPACTED GRAVEL FOUNDATION WALL • b" COMACT FILL 1 4 z a 3•,500 P51 #4 REBAR MIN. 3" GONG. COVER •4 uVa IN ri ° NEW 81 WIDE FOUNDATION ° }- °: WALL W/ #4 BAR ® 48" O.G. ( 2x4 KEYWAY VERTICAL I Q a ° O I•a. II. (2)#4 $ARS VERTICAL W/ 8" IOx20 P. GONG. SPREAD FT&. V ° d x FOOTING SIZE PER FOUNDATION PLAN � d �/ Q BOTTOM LE6 - MIN 36" BELOW GRADE ° • n ,. w 5,500 P51 CONCRETE FOOTING (2) #4 10 . o d (� n 4 ° ° HORIZONTAL STEEL REINFORCING ° 1-a I0"x2O" DEEP 5AOO P51 CONCRETE --- FOOTING (2) #4 HORIZONTAL STEEL o ° BARS IN EACH DIRECTION c REINFORCING BARS IN EACH DIRECTION 24" � O O � O � O 0 FOUNDATION DETAIL � STOOi� 17�T,�t I L � ST��L GOLUNtN �NI7 1=00T I NC I7�T�c 11... o o W 2 N.T.5. SCALE I"=I'-O" SCALE I"=I'-O" %D m O z N Q z LU AC O p N Ca AttCH1" eVf' ' TODD O'CONNELL �' ►� I � ARCH ITECT P.C. Ul ZO H)pj �� po,xQ� IUD p J�p 1—UDpQ� � z ZzQ ~ l� Q Lou _ PROPO5ED TOP OF RIDGE _ _ — — �QLI QI�ua — — �3d��uw — — — — — — ��QO�I�w — — — — I=LEVATION: Q3.55' — — — — — — — — — — TODD O'CONNELL, AIA 1200 Veterans Memorial Highway 1•fEIGHT:35.0' A � A Suite 120 I Hauppauge,NY 11788 _ P(631)650-6666 NIF(631)650-6667 12 IO 12 C(516)658-0325 12 10 10 bj,i: �rt" 1ilif teY� i -10 G i ASPHALT ROOF TO BE SELECTED O ® OVER 30# BUILDING FELT COLOR AND MANUFACTURER AS SELECTED BY OWNER. _ 4x3 ALUMINUM GUTTER W/5x4 ALUMINUM LEADER TO t-\ j I © BE SELECTED BY OWNER HEIGHT O WINDOWS AND DOORS { s j-I.-:I ! - - I. I�--�. L 1 W/ VENTED SOFFST IA BOARD r' I "��..�.. -TrT - -r { ,-1 �' Sri �\\ ; U• G F D —�— F _C_.� 1 © LINE OF CONGEALED ALUMINUM FLASHING. Q ILI STANDING SEAM METAL ROOF TO BE SELECTED _ — pO OVER 30# BUILDING FELT COLOR AND O � MANUFACTURER A5 SELECTED BY OWNER. O dJ z TJIL tu GABLE GUARDRAIL PER CODE. MANUFACTURER O AS SELECTED BY OWNER. m I O MASONRY CHIMNEY AND FLUE AS REQUIRED MIN. r Will PROPOSED 5EGOND FLOOR I I „ x ( -_�_. . O o (A m — - - � I - - �- � l 3'-O' ABOVE to FT OFF MAIN ROOF (��-V.I.F. ELEVATION: 75.30 _ � ;.W- !. I. _ ',J.-.Y..�-;l_....,;I to HEIGHT: 16.75' 51DING A5 SELEGTED BY OWNER. FINAL GOLOR, STYLE, FINISH, AND MATERIAL AS SELECTED BY < _ - OWNER. j HEIGHT OF WINDOWS AND DOORS F I -i !: -Fur 1, I H CONCRETE STEPS AND PLATFORM WITH 0 DECORATIVE STONE VENEER INSTALLED PER z G - -! l �--� MANUFACTURER'S WRITTEN SPECIFICATIONS. IJ_I I : I 15 15 15 G F g STANDING SEAM METAL CRICKET ROOF. ,_ �..I..1 .1--...I.. PROVIDE ICE AND WATER SHIELD TO ENTIRE ,�t o I, CRICKET. DE VALLEY v I. .- _ ! I SURROUND RAND iCHIMNEY STEPLFLAS N6. w s 1- I - i I OMODERN STYLE OVERHEAD GARAGE DOOR AS m o } o s O SELECTED BY OWNER. z _ PROPOSED FIRST FLOOR I J_ I__....1_ (._� u Zo m� W ELEVATION: 64.14' I j 8 j I I �' ° LU J0{�557 - - _ _` ""'-"""' EXTERIOR LIGHTING FIXTURES AS SELECTED BY o '� tu OK OWNER. < .Qa � a 5TIN5 AVERAGE GRADE is U1 Du R-4 29 ELEVATION: 55.55' _ __ _ _ _ _ __ _ _ � — _ o> o I — i I ! I 91 0)� o ,� _ in Zs � ! I I I I I I o �*o° z _� I I I I 1 1 I I << o PROPOSED BASEMENT SLAB j-_ _ _ . _._ _ __ _ _ __._ _-_ I ELEVATION: 53.g6' r _ T _ - - - , xf-i- _ - - � — _ _ __ __ _ - '- I- - __� � — _ �_� _.��_ _T PROP05ED BOTTOM OF FOOTING L __I — I V �� IELEYATI 2.63 ON: 5 ' HIGHEST HATER _ FROP05ED REAR rzLF_YAT1 ON ELEVATION:50.65' SCALE: 1/4" = I'-0" z tu z z � O O v Jul I N U O W S G H E I� U L E DOOi� SGDUL w O w w p a v 0Q z m MANUFACTURER WINDOWTYPEUNIT SIZE ROUGH OPENING COMMENTS MANUFACTURER DOOR TYPE UNIT SIZE COMMENTS N N m N uj r �- F- O CASEMENT 3'-4"x5'-O" 3'-4Y2"x5'-0Y2" *EORE55 WINDOW. 5WIN5, 51NOLE DOOR 2'-4"x'7'-O" BATHROOM DOOR � � ry (�V Q O CASEMENT 31-41Ix5'-0" 3'-4142"x5'-002, BATHROOM TEMPERED GLASS WINDOW ] SWING, SINGLE DOOR 2'-8"x-7'-O" BEDROOM DOORLU O O - O CASEMENT V-4"xV-O" 3'-41'2"x5'-09V:2" *EGRESS WINDOW. TEMPERED OLA55 DEPENDING ON THE MANUFACTURER a DOUBLE DOOR SLIDER (20-011x7'-0" BEDROOM CLOSET DOOR O TRANSOM '7'-O"xl'-4" '1'-OY2"xl'-4Y2" 4 SWING, SINGLE DOOR 2'-6"x7'-0" BEDROOM WALK-IN OL05ET DOOR > O ql PICTURE 4'-O"x3'-O" 4'-OY2"x3'-OY2" ! 5WING, SINGLE DOOR 31-O"x7'-0" LAUNDRY ROOM DOOR O PICTURE 2'-8"x6'-0" 2'-8Y2"xb'-0Y2" TEMPERED GLAS5 e SWING, DOUBLE DOOR (2)3'-O"x7'-0" MASTER BEDROOM DOOR CASEMENT 2-4 x5-O 2-4Y2 x5-OY2 " POCKET, SINGLE DOOR 2'-6"x7'-0" MASTER BATHROOM DOOR LU O LU CASEMENT 21-411x3'-6" 2'-41'2"x3'-bY2" TEMPERED GLASS O 5WING, DOUBLE DOOR (2)3'-O"xT-O" MASTER BEDROOM EXTERIOR DECK DOOR O " + ILI ILI 5WING, 51NOLE DOOR 3'-O"x7'-O" TERRACE ACCESS DOOR CASEMENT 3-4 x4-O 3-4Y2 x4-OY2 TEMPERED GLAS5 :o < PICTURE 21-411xb'-6" 2'-4Y2"xb'-012" TEMPERED GLA55 b SWING, SINGLE DOOR 31-6"x8'-0" MAIN FRONT DOOR WITH (2)I'-2"x8'-O" SIDE LIGHTS AWNING 3�4"x2;-O;' 3'-41'2"x2'-OY2" TEMPERED GLASS. VINYL WINDOW 11 OVERHEAD, 51NOLE DOOR 14;-0"x8i-O'" GARAGE OVERHEAD DOOR f, Z CASEMENT 3-4 xb-O 3-4)'2 x6-OY2 12 5WING, SINGLE DOOR 3-0 x8-O GARAGE/ MUD ROOM DOOR H.M.5.0. ( B LABEL) DOOR D 0 < CASEMENT 3'-4"xb'-O" 3'-41'2"xb'-OY2" *EGRE55 WINDOW. 5WING, SINGLE DOOR 3'-O"x8'-O" MUD ROOM EXTERIOR DOOR Q / 0 z CASEMENT 2'-8"xb'-O" 2'-8Y2"xb'-oY2" :s w SWING, DOUBLE DOOR (2)2'-O"x8'-O" MUD ROOM CLOSET DOOR — CASEMENT O Z O CASEMENT 2'-6"x4'-b" 2'-6Y2"x4'-6Y2" KITCHEN WINDOW POCKET, 51NOLE DOOR 3'-O"x8'-0" MUD ROOM/ KITCHEN DOOR v , LU O CASEMENT 2'-O"x3'-6" 2'-O)'2"x3'-b)Y TEMPERED GLA55 N SLIDER, DOUBLE DOOR (2)4'-O"x8'-O" BREAKFAST AREA EXTERIOR DOOR t I�tI '' O AWNING 3'-O"xl'-b" 3'-OY2"xl'-6Y2" BASEMENT WINDOW n < MULTI SLIDE DOOR (4)4'-O"x5'-O" MULTI SLIDE, WALL FRAME PER MANUFACTURER'S SPECIFICATIONS O CASEMENT 31-O"x4'-6" 3'-0Y2"x4'-b)2" *EGRE55 WINDOW, IN SWING, SILL HEIGHT 44" A.F.F. MAX Ia SWING, SINGLE DOOR 21-b"x8'-0" PANTRY DOOR >_j3: O CASEMENT 3'-4"xb'-O" 3'-41'2"x6'-OY2" *EGRESS WINDOW. H SWING, SINGLE DOOR 21-4"x8'-O" FIRST FLOOR BATHROOM AND POWDER ROOMLU — I O PICTURE 20 < 5WING, DOUBLE DOOR (2)2'-4"x8'-O" FOYER CLOSET O O 21 Q 5WIN6, SINGLE DOOR 2'-8"x8'-O" GUEST BEDROOM O f NOTE: VERIFY ROUGH OPENING, AND UNIT DIMENSIONS WITH MANUFACTURE PRIOR TO ORDERING =1 5WIN6, SINGLE DOOR 2'-8"x8'-0" GUEST BEDROOM OL r v I * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMEN5ION5: CLEAR OPENABLE AREA OF 5LIDER, DOUBLE DOOR (2)2'-6"x5'-O" GUEST BEDROOM CLOSET O 5.7 50. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; SILL HEIGHT NOT TO EXCEED 44" A.F.F. b SWING, DOUBLE DOOR (2)3'-O"x5'-O" GUE5T BEDROOM EXTERIOR DOOR 2+ 5WING, DOUBLE DOOR (20-O"x8'-0" BASEMENT EXTERIOR DOOR O Z 5WING, DOUBLE DOOR (2)3'-O"x5'-O" BASEMENT WALK IN OL05ET 26 5WING, SINGLE DOOR 31-O"x8'-O" BASEMENT MECHANICAL ROOM, H.M.5.0., "B" LABEL DOOR. La ah SWING, SINGLE DOOR 21-811x8'-O" BASEMENT BATHROOM DOOR 2& 5WIN5, SINGLE DOOR 2'-8"x8'-O" BASEMENT BEDROOM DOOR O 0lu pLr r SWING, SINGLE DOOR 2'-8"x8'-0" BASEMENT BEDROOM DOOR WALK-IN CLOSET 5WING, DOUBLE DOOR (2)2'-6"xb'-O" BASEMENT CLOSET DOOR N N Oz Q Z N � z ■ lU � O p N La PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL GORE OF NY5 -R,505.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'5 EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LE55 THAN 4.5:12 PITCH MUST ICE SHIELD ENTIRE ROOF. ROOF 5:12 OR STEEPER REOUIRE5 MIN 3 FT. FROM EAVE EDGE A.R C H 1 f C 7 5 ELL (2)1 5/4"x14" ML LVL RIDGE TODD AIR C H C I T E C T P.c. ,!_� WITH CONTINUOUS RIDGE I PRO_P05ED TOP OF RIDGE VENT ELEVATION: -15.55' TODD O'CONNELL, AIA - G �' 1200 Veterans Memorial Highway ---- — -------- - -_-- Suite 120 _ -= — --- Hauppauge,NY 11788 _ P(631)650-6666 2X8 G.T. 0 I6 D.G. ASPHALT SHINGLES TO BE _ ®Y5 OF ATTIC CONGEALED F( 65--- - ALUMINUM FLASHING. C(516)516)658--0325 SELECTED 0325 i OVER 30# BUILDING FELT _. — _ � 2XIO G.J. a I(o" O.G. -� MID-BLOGKIN6 2XI0 R.R. ® I6" O.G. AsTTIG LAG BOLTED TO r 4x3 ALUMINUM GUTTER W/ ---_- ROOF RAFTERS - _ R30 BATT 3x4 ALUMINUM LEADER TO �� INSULATION BE SELECTED BY OWNER n ON IX5 FASCIA BOARD - _ R ULATION FLUSH (2)1 5/4"x14" ML LVL 2X6 SLOPED - 2XI0 R.R. ® 16" O.G. W/VENTED SOFFIT CEILING JOISTS HEIGHT OF WINDOWS AND DOORS 2X4 NEW INTERIOR WALLS CONSTRUCTION j WOOD STUDS a 16" O.G. PROVIDE NEW EXTERIOR WALLS CONSTRUCTION I/2" INTERIOR GYP. BD. (SEE 2X6 WOOD 5TUD5 a I6 O.G. PROVIDE _ t- SPECIFICATION AND NOTES) BEHIND R-21 AND I/2 INTERIOR GYP. BD. (SEE SPECIFICATION AND NOTES) AND 1/2" O SIDING. HALL. \ EXTERIOR PLYWOOD 5HEATHING, AIR p-r BEDROOM #3 GL. o MASTER � INFILTRATION BARRIER AND SIDING AS �-\�, 11J SHOWN ON ELEVATIONS. PROVIDE Y2" �' O z PERROOM (R2.5) RIGID INSULATION BOARD t- -� 2X8 R.R. - ---- - -- - BEHIND SIDING. v a 16" O.G. / 3� ' FLUSH (3)13/4"xIlYB" ML LVL I GABLE RAILING TO MEET CODE. m m PROPOSED SECOND FLOOR ELEVATION: '75.30' 1" HE I VA 16.75' FLUSH (3)15/4"x I 1 Ya" ML LVL N NEW INTERIOR WALLS CONSTRUCTION II /e" TJI PRO SERIES Z O 2X8 G.J. 2X6 WOOD STUDS a 16" O.G. PROVIDE 560 ® I6 O.G. v HEIGHT OF WINDOW5 AND DOORS ® I6" O.G. 1/2" INTERIOR OYP. BD. (SEE FLAT ROOF MEMBRANE SYSTEM. -1 - SPECIFICATION AND NOTES) BEHIND to 6X(o AGQ WOOD POST WITH SIDING. ; FUR OUT WALL AS NEEDED TO p tD DECORATIVE COLUMN WRAP AS ACCOMMODATE NEW MULTI SLIDE V Z _ w SELECTED BY OWNER. D I N I NC ROOM PONDER o C REACT ROOM DOOR. ROOM 0 Oz_ �� d) tU NEW EXTERIOR WALLS CONSTRUCTION '' 2X6 WOOD STUDS ® I6" O.G. PROVIDE PROPOSED FIRST FLOOR PROVIDE BLOCKING R-21 AND I/2" IN GYP. BD. (SEE �' �- z � n [Q - - SPECIFICATION AND NOTES) AND 1/2" W ELEVATION: 64.14' EXTERIOR PLYWOOD SHEATHING, AIR 6 -7- T INFILTRATION BARRIER AND SIDING AS SHOWN ON ELEVATIONS. PROVIDE Y2" o W v 11 (R2.5) RIGID INSULATION BOARD di �'i=v U OO DROP W12x35 STEEL II Ye TJI PRO SERIES BEHIND SIDING. ter-` BEAM 560 ® I6" O.G. o o oz < �8 EXIST �::j EXISTING AVERAGE GRADE 0 41 < ° r d ° ELEVATION: 58.55 HEIGHT:O.O' _._. ..._. — — _�. _._ — — . — — — — — — — ____ — — — — __._ — — — — — — - — ____ .__. ._._ -... ..- .-. __ — .._ — — __ _._ — — — — -- _.. — -.. ..._ — _._. — — — — __ — — Q FINISHED in o 65EMENT grin M 10" POURED CONCRETE -*~ Z° FOUNDATION WALL (TYP) ° o- d d Q PROPOSED BASEMENT SLAB \ 24"x12" POURED CONCRETE m ci s Ll ELEVATION: 53.a6' �� FOOTING (4, PROPOSED BOTTOM OF FOOTING �� REST ON UNDISTURBED VIRGIN 501L (3' DEEP MIN); W(2) #4 REBAR, 2"x4" KEYWAY ELEVATION: 52.63' v U � U CD ,OUTSIDE WALL HIGHE57 WATER _ WATERPROOFING MEMBRANE. ELEVATI ON:50.63' kn I-- Z GRoss SECT I oN W ILI � z � O O �- U v N N In p v O z O O N l L v tu lu }- � O�z O � O O �r i� Z 0 ° � W m o Qtu z HURRICANE ANCHORS MANUFACTURED BY OR AP N APPROVED EQUIVALENT CONNECTORS MODEL No. H2.5A HURRICANE ANCHORS MANUFACTURED BY A'R C'hi i T E C f RA APPROVED EQUIVALENT AT EVERY USP CONNECTORS MODEL No. TMU26,TMU210 TO D D O'CO N N E LL OR APPROVED EQUIVALENT AT EVERY j RCH ITECT P.C. RAFTER TO PLATE CONNECTION BOTH SIDES WHEN RAFTERS DO NOT ALIGN WITH STUDS RAFTER TO RIDGE CONNECTION WHEN �.., WALL STUDS ® I6" O.G. RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway USP CONNECTORS MODEL No. ST22 Suite 120 SIMPSON STRONG-TIE CONNECTOR 16 6a. COIL 5TRAPPIN0 MANUFACTURED OR APPROVED EQUIVALENT AT EVERY OOF RAFTERS DL. *H-TZ TO BE USED WHEN BY SIMP50N STRONG-TIE CONNECTORS RAFTER TO RIDGE CONNECTION Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD _ MODEL No. 05I6 OR APPROVED EQUIVALENT WHEN RAFTERS ALIGN P(631)650-6666 USE A MINIMUM OF TWO eyd /� o•• \\� �' F(631) 650-6667 NAILS THIS SIDE WITH A TOTAL OF FOUR INTO RAFTS: BOTTOM PLA R DG C(516)658-03Z5 1 k I RIM JOIST r• r- 7- '\ 0 1 \I� " f. F, Il Crt,r .rfejq;iy l Lrr�rr�rr ,{ x;: r; r ° 0 u u ROOF RAFTER I ` inrlrfrofr,,c;:.I DOUBLE TOP PLA J STUD PLATE TIES MANUFACTURED BY 5IMP50N r ry ` STRONG-TIE CONNECTORS MODEL No. R5P4 i OR APPROVED EQUIVALENT AT EVERY STUD SUB FLOOR i TO PLATE CONNECTION WHEN RAFTERS DO NOT �r FLOOR 1.1015T � ALIGN WITH STUD 1 , STUDS ® 16" O.G. �C 16 Ga. COIL STRAPPING MANUFACTURED ° TWO 8d NAILS BY 51MP50N STRONG-TIE CONNECTORS INTO PLATES MODEL No. 0516 OR APPROVED EQUIVALENT NOTE. m ALL STRAPPING TO BE INSTALLED AS PER MANUFACTURES IGHT 8d NAILS 5PE0IFIGATIONS AND NYS CODE >C' INTO STUDS WALL STUDS ® 16 O.G. N =TRAFP I NO DETAIL HURRICANE TIES MANUFACTURED BY _ LOOfi� STi�A�'�11�C DETAIL SIMPSON STRONG-TIE CONNECTORS MODEL -a —I SCALE: 3/4„ I,-O - No. H2.5 OR APPROVED EQUIVALENT AT EVERY SCALE: 5/4 I -O RAFTER TO BEAM CONNECTION BOTH SIDE z USE SIMPSON Z-MAX OR HDG CONNECTORS O } TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/AGQ LUMBER. K WALL 5TUD5 a lb" O.G. PROVIDE HOLD DOWNS AT 1j" MIN. EDGE o go ALL CORNERS AND BOTH DIFFERENCE SIDES OF OPENINGS 6 OR GREATER IN W I DTH ROOF RAFTS POST GAP MANUFACTURED BY SIMP50N `� O DOUBLE 2X STU STRONG-TIE CONNECTORS MODEL No. 5052-5/b ILI VP �L i c a" OR APPROVED EQUIVALENT INSTALLED Q r V n 5/8 �XI2 STEEL ANCHOR BOTTOM PLA AS PER MANUFACTURES SPECIFICATIONS } = O �\ SIMPSON HDU5-SD52. BOLTS AT 3 -O O.G. MAX. _ RIM J015T MIN EMBEDMENT OF -7° BEAM J SEE PLAN,-' ° cj �a ~a ..d� DECORATIVE COLUMN COVER - s II bxb COLUMN g 0 IL NOTE: SUB FLOOR ALL STRAPPING TO BE - FLOOR JOIST INSTALLED AS PER MANUFACTURES c COLUMN BAS ,� Z d O m SILL PLA SPECIFICATIONS AND NYS CODE I I d O -rQx Q TERMITE 5HIEL Ib 6a. STRAP TIES MANUFACTURED IIN Q FOUNDATION WALL BY SIMPSON STRONG-TIE CONNECTORS ODEL No. GSIb OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. II "x3"A" STL. BEARING PLATE MANUFACTURED v U V U m BY 51MP50N 5TRON6-TIE GONNEGTOR5 MODEL No. LBPS'2 OR APPROVED EQUIVALENT A1�GOi� �O�T 1.� TA I L P. GONG. 5LA 1 PIGAL 5/a"x12" HOOKED ANCHOR BOLT SCALE: 3/4 I O - ® 3'-O" O.G. - W/'T" MIN. EMBEDMENT INTO CONCRETE 5�8u THREADED STEEL RO = ` - WITHIN 6-12" OF EACH END OF PLATE a N SIMPSON HDU5-SD52. lz AM ON ON STi�Afi�F I NO DETAIL COLUMN BASE MANUFACTURED EL e DOUBLE 2X STU No. BY 05N STRONG-TIE MODEL Z3 06b-W52 INSTALLED„ „ A PER MANUFACTURERS c a v SCALE: 3/4 = I -O 5IMP5ON HDU5-SD52. SPECIFICATIONS OR APPROVED z p WHEN NOT ALIGNED WITH RAFTER, EQUIVALENT v tu z CONNECT KING STUDS TO TOP PLATE, HOOKED ANCHOR BOLT X O SEE ROOF STRAPPING DETAIL WRAP V4" GALS. 20 GA. COIL STRAP MIN. 12" PENETRATION v P. GONG. CHEEK WALL O E- VER TOP OF TOP PLATE 4 NAIL INTO FOUNDATION v USE SIMPSON Z-MAX OR HD6 CONNECTORS ROOF FRAMING z Z s TO INCREASE CORROSION RESISTANCE ALL HARDWARE IN CONNECTION FOROH STRAFF I N DETAIL_ � � � W W/ AGQ LUMBER. O W W ~0 SCALE: 5/4" = 1'-0" v Q B z PROVIDE HOLD DOWN5 AT N ry m N ALL CORNERS AND BOTH IN CRIPPLE II SIDES OF OPENINGS 6' (�`� r Q 5TUD8 OR GREATER IN WIDTH O O N N D %v z I - � DOUBLE TOP PLATE tF II OUBLE 2X STUD • i EADER • .- -SIMPSON HDU5-5D525 JACK STUD II v FULL LENGTH II WALL STUDS 'I , FRAMED OPENING FOR NEW o. °a. I to ----HOOKED ANCHOR BOLT �— WINDOW OR EXTERIOR DOOR v Ill IN 1 FOUNDATION ION USE SIMPSON Z-MAX OR HDG CONNECTORS a O TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION LU W/ AGQ LUMBER. Q Q� tu JU NOTE: OL UPLIFT CONNECTION 15 REQUIRED O NO UPLIFT CONNECTORS AT EACH END OF THE HEADER AND AT REQUIRED HIS AREA I I ( BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES. Z_ Y. II II II I Nz Ll 6 Ga. STRAP TIES MANUFACTURED BY SIMP50N STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS Q W MODEL No. 05I6 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE STRAP TO HAVE: MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION z AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. N Z CONNECTOR PETA I L. 6 u; SCALE: 5/4" = 1'-0" p d v Ll0 ,11 Dk 2020 RE51PENTIAL CODE OF NEW YORK 5TATE 2020 RE51DENTIAL CODE OF W5 - -ABLE Rb02.3(1) TABLE R802.11 RAFTER OR TRU55 UPLIFT CONNECTION FORGES TABLE R602.3(1) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER5* AS PER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED FASTENING 5CHEDULE FROM WIND (A5D) (POUNDS PER CONNECTION) ab.Gde'PQ FA5TENINO 50HEDULE CONTINUED TABLE R301.-i FOR ALL WINDOWS AS PER MJMBER AND TYPE NUMBER AND TYPE 5PAGINC OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abc SPAGIN6 AND LOCATION EXPOSURE B I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ob'c STRUCTURAL MEMBER ALLOWABLE 2020 RESIDENTIAL CODE OF NYS SECTION R312.2 '-, INTERMEDIATE _ J ED6E5h ap DEFLECTION ROOF ULTIMATE DESIGN WIND SPEED Vult (mph) ONCHES) (s °E5 A F C H T 7 E c T 5" RAFTERS HAVING SLOPES GREATER THAN 5/12 L/I50 - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE 48d BOX(2 "X0.113")OR RAFTER OR ROOF SPAN 150 mph 140 mph WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL TODD O'CONNELL BLOCKING BETWEEN GEILIN6 J01575 OR RAFTERS s-bd COMMON(2 Y2'XO.I51');OR TOE NAIL TRUSS SPAGIN6 (FEET) SHEATHING TO FRAMING[5EE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL.SHEATHING To WALL FRAMING] WITH NO FINISHED GEILIN6 ATTACHED TO WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE RCH H ITECT P.C. I TO TOP PLATE s-!Od BOX(2 Ys"XO.126");OR ROOF PITCH ROOF PITCH bd COMMON(2"xo.113")NAIL(suBFLoOR WALL) RAFTERS FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE I- 3-3"xo.l3r RAILS 50 �;_y2• 6 I2f OR SURFACE BELOW THE EXTERIOR OF THE BUILDING <5:12 >5:12 <5:12 >5:12 bd COMMON(215•xo.13I•)NA1L(ROOF) INTERIOR WALLS AND PARTITIONS H/150 -THE OPERABLE WINDOW SHALL COMPLY WITH: TODD O CONNELL, AIA 48d BOX(2 J"xO.113") OR 12 g5 E'i3 122 113 31 I'Yy=,- I" bd COMMON NAIL(2 J2"X0.131") b I2f FLOORS L/360 5-5d COMMON(2 VX0.131');OR OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW 1200 Veterans Memorial Highway 2 GEILIN6 JOISTS TO TOP PLATE � PER J015T,TOE NAIL Ib 22 I I2 - 15-i 146 GEILIN6 WITH BRITTLE FIN15HE5 (INCLUDING L/360 OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 Suite 120 3-IOd BOX(2 Y2"Xo.128),OR �-'� 5-5"XO.151•NAILS 24 14g - ,35 • Ig2 I�b 1od COMMON fs•X0.14R NAIL; IL b 12 PLASTER AND STUCCO) NY 11788 „ 28 167 � 153 216 200 52 I Ye°- I Y4' bd(2)5"XO.I5I)DEFORMED NAIL Hauppauge, 12 O.G. 32 155 IT 240 222 GEILIN6 J015T NOT ATTACHED TO PARALLEL RAFTER 4-IOd BOX(s"XOJIs")OR - CEILINGS WITH FLEXIBLE FINISHES (INCLUDING s LAPS OVER PARTITIONS ATTACHED Sections Ftb02.3.1 ,RB02S� s-Ibd COMMON f314"X0.162');OR 36 205 "lab - 264 244 OTHER WALL SHEATHING GYPSUM BOARD) L/240 R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH 6 VANIZED ROOFING NAIL, b AD ASTM F20Q0 P(631)650-6666 FACE NAIL 42 250 .211 i 500 2-15 53 1 V 5TRUGTURAL CELLULOSIC,FIBERBOARD DIAMETER,OR I"GROWN STAPLE ib a s 6 F(631)650-6667 and Table Rb025.1 (9)] 43'xo.131"NAILS SHEATHING g " ALL OTHER STRUCTURAL MEMBERS L/240 THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE C(516)658-03Z5 45 256 �36 336 31 I I Y°LONG 1 4 GALVANIZED ROO IN6 a EAD a CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT 12 126 - I!'1 162 150 -,5,'STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib a s 6 EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360 GEILINJ JOIST ATTACHED TO PARALLEL RAFTER TABLE R8o2.5.1(a) lb 162 14af 2001 la4 s4 SHE " g STUCCO FINISHES REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO - 4 (HEEL JOINT), I Y LONG FACE NAIL �• .._ r [see 5ootions RbOZ5.1 ,Rb02.3.2 and Table RbO2.5.1 001 24 Igb ie==- 255 25-7 d I>�"GALVANIZED ROOFING NAIL;STAPLE a LESS THAN THE AREA REQUIRED BY SECTION R310.2.1 26 222 _?.O 26-I 266 55 )�'GYPSUM SHEATHING 6ALVANIZED,I Ys"I-ONO;IY4"SCREWS, 7 7 EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 ;r,��;(ri,:rr�ir�;p;.r_r;.r,rrl;; - W, O.G. TYPE W OR s BRITTLE FINISHES 4-I0d BOX 0"XO.126")OR 32 246 226 31g 2g5 Q•- d I %-&ALVANIZED ROOFING NAIL;STAPLE 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1 Ya' X 209a. s-IOd COMMON("3)4'%O.14b");OR FACE NAIL EACH RAFTER 36 2T0 2 _ 551 325 36 s/,"6YPEUM 5HEATHIN6 GALVANIZED,I %'SCREWS,TYPE W OR 5 T T EXTERIOR WALLS - WIND LOAD50 WITH FLEXIBLE H/120d 2020 RESIDENTIAL CODE OF NY5 SECTION R305 1 RIDGE STRAP TO RAFTER 4-3"XO.131"NAILS 42 306 251 3gg 310 FINISHES. 45 545 514 441 414 WOOD STRU5TRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT To FRAMING MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND 3-I6d BOX NAILS(3)j"XO.Is5')OR 2 TOE NAILS ON ONE SIDE 57 5/4"AND LE55 bd DEFORMED(2"xO.120')NAIL;OR b 12 LINTELS SUPPORTING MASONRY VENEER WALLSe L/b00 s-IOd COMMON NAILS(s"XO.14b");OR AND I TOE NAIL ON OPPOSITE EXPOSURE G bd COMMON(2)2"Xo.1s1')NAIL PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A 36 ya"- 1� bd DEFORMED(2Y2"x0.120")NAIL b 12 ao FOR THENPURP05E OF THE DETERMINING DEFLECTION LIMITS ROOMS, LAUNDRY ROOMS SHALLHAVE A G ELI G�HEIGHT OF NOT _ rt `. ,�' `n }+ ' b RAFTER OR ROOF TRUSS TO PLAT= 4-IOd BOX M"XO.12b");OR SIDE OF EACH RAFTER OR TOILE c� 4-5"X0.131"NAILS T��'I ULTIMATE DESIGN WIND SPEED Vult (mph) bd COMMON(2"X0.131)NAIL;OR ^ �•_ 1J RAFTER OR ROOF SPAN 150 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN LESS THAN 6 FEET b INCHES 4-I6d C )j"xo.I35") OR TRUSS SPAGIN6 (FEET) 3a 1$"-1 N. bd10d COMMON (2 Y2 48)NAIL;oR b 12 AS 0.7 TIMES THE COMPONENT AND CLADDING (A5D) LOADS EXCEPTION: = -� 3-IOd COMMON(3"X0.148");OR TOE NAIL ROOF PITCH ROOF PITCH bd DEFORMED(2J5'X0.120) NAIL �' 41od BOX(3"X0.12b");OR OBTAINED FROM THE TABLE R301.2(2). I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR > y ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS <5:12 >5:12 <5:12 >5:12 FOR 56 I Inch ■ 25.4 mm,I foot � 304.8 mm,I MILE PER HOUR ■ 0.44-(m/s;I ksi ■ 6.89 � 5 MPa b. FOR CANTILEVER MEMBERS L SHALL BE TAKEN AS TWICE AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT '7 _ ROOF RAFTERS TO MINIMUM 2'RIC'6E BEAM 3-16d BOX(3 j"X0.135")OR 12 161 1 151 Ig5 156 a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING THE LENGTH OF THE CANTILEVER. LE55 THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF THE 2-I6d COMMON(3JVXO-162");OR TOE NAIL 15 206 1 1115 25-7 242 CONNECTIONS SHALL HAVE MINIMUM AVERA6E BENDING YIELD STRENGTHS AS SHOWN: bO K51 FOR SHANK DIAMETER OF 0.1012 INCH(20d G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT 3-10d BOX 0'XO.12b");OR 24 256 1 23g 311 2g5 COMMON NAIL),010 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.1'11 INCH,AND 100 K51 FOR SHANK ROOFS OR WALLS OF 5UNROOM ADDITIONS OR PATIO I2 O.C. LESS THAN 1 FEET 3-s'Xo.ls1'NAILS 26 25g _ 26a� 355 335 DIAMETERS of 0.142 INCH OR LESS. COVERS, NOT SUPPORTING EDGE OF GLA55, THE CONTINUOUS. G - b.STAPLES ARE l6 GAGE WIRE AND HAVE A MINIMUM 9/I6-INCH ON DIAMETER GROWN WIDTH. 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM WALL 32 321 rg 3g5 373 ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF a NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER Ibd COMMON(3)4"XOJ62") 24"O.G.FACE NAIL 36 353 3201 436 411 d.FOUR-FOOT BY b-FOOT OR 4-FOOT BY 9 GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED-FOOT PANELS SHALL BE APPLIED VERTICALLY. FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF b STUD To STUD MOT AT BRACED KkLL.PANELS) 42 402 3~5 Ogg 465 e.SPACING OF FASTENER5 NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE Rbo2.3(2). L/1'15 FOR EACH GLASS LITE OR L/b0 FOR THE ENTIRE BEING USED FOR ITS INTENDED PURPOSE m IOd .151') AIL OR I6'O.G.FACE NAIL 45 450 420 . 560 524 f.WHERE THE ULTIMATE DE516N WIND SPEED 15 150 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO s"xo.isl)NAILS - -" CABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER,WHERE THE ULTIMATE DESIGN WIND SPEED 15 6REATER THAN 150 MPH, LENGTH OF THE MEMBER WHICHEVER IS MORE STRINGENT. 12 7-1 _10� 542 522 FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF r NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 48 INCH Ibd BOX('3)�"Xo.135");OR 12"O.G.FACE NAIL Ib 2-1� ?.tea 342 322 DISTANCE FROM RID6E5,EAVES AND&ABLE END WALLS;AND 4 INCHES ON CENTER To CABLE END WALL FRAMING. 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD N STUD TO STUD AND ABUTTING 5TUC5 AT INTERSECTING WALL. 3"Xo.131'NAILS 24 540 '31b 422 3g6 GYPSUM SHEATHING SHALL CONFORM TO ASTM G 134b AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 255.FIBERBOARD SHEATHINO lJl O 9 CORNERS(AT BRACED WALL PANELS) r- ALL CONFORM TO ASTM G 206. DEFLECTION SHALL NOT EXCEED L/120. Z # " Ibd COMMON O NIX0.162) .G 16'O .FACE NAIL 25 354 55.E 52q 446 I6„ O.G. -� h.SPAGIN6 OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL Ev6E5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM 32 427 .g8 52g 4gb BLOCKING AND AT FLOOR PERIMETERS ONLY.SPAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL ED6E5 APPLIES TO PANEL WeE5 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE Q y Ibd COMMON(3 J4"XOJ62") Ib"O.C.EACH EDGE FADE NAIL 36 46g 4S5 555 547 SUPPORTED BY FRAMING MEMBERS AND REQUIRED BIAGKIN6.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL ED6E5 PERPENDICULAR TO ~ 10 BUILT-UP HEADER(2"TO 2" HEADER WITHY2"SPACER) Ibd BOX 0Y2"X0.135) 12"O.G.EACH EDGE FACE NAIL 42 535 40,a 664 622 THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE DEFLECTION OF REFER TO SECTION R'7 O 46 5gg 55g '745 6111 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOGKIN6. e. -103.6.2. 5-5d BOX(2 VXO.Iis");OR -- I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 J015T IN AGGORDANGE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS Z 48d COMMON(2)VXO.I31");OR TOE NAIL FOR m ON ONE SIDE OF THE RAFTER G AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN AGORDANGE WITH THIS SCHEDULE.THE TOE NAIL ON B O 11 CONTINUOUS HEADER TO STUD 4-10d BOX(5"XO.128' .4 mm, I FOOT = , I MILE PER HOUR= 0.44-1 m/s, THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. R301.2.2. PROTECTION OF OPENIN65. EXTERIOR GLAZING IN BUILDIN65 LOCATED IN V Z I FOUND i INCH = 25D =0.454kg, I POUND PER SQUAARERE FOOT = 4T.Q N/m , I pif 14.6 N/m Ibd COMMON( 125") .162") 16" O.C.FACE NAIL WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE 12 a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF ~ a TOP PLATE TO TOP PLATE 1od Box(3'xo.128);OR REQUIREMENTS OF THE LARGE M1551LE TEST OF A5TM E IgQ6 AND ASTM E 155b AS W 1_:s"X0.131•J NAILS 12" O.G.FADE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT TABLE I: MINIMUM INSULATION THICKNESS FOR GIRGULATING HOT WATER PIPES CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE INSULATION THICKNESS IN INCHES BY PIPE SIZES MODIFIED IN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR o i��W WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING o 0 b-Ibd COMMON(3 °Xo.162");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE HEATED WATER NON-CIRCULATING RUNOUTS GIRGULATING MAINS AND RUNOUTS STANDARD OR ANSI/DASMA IIS. (SEE TABLE BELOW) �0 g DOUBLE TOP PLATE SPLICE FOR S:DG's A-D WITH SEISMIC 12-I6d BOX(s)5"Xo.135%OR ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE BRACED WALL LINE SPAGIN6<25' 2 12-I0d Box NAILS OR FADE NAIL ON EACH 51DE OF TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" EXCEPTION: o Q g o 2 } 12-3'X0.131'NAILS END JOINT(MINIMUM 24"LAP SPLICE LENGTH EACH SIDE OF HEIGHTS. 1'70-I50 0.5 1.0 1.5 2.0 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN J(b INCH AND A ' N S g ' END JOINT) b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 13 140-160 0.5 0.5 I.O 1.5 SPAN OF NOT MORE THAN b FEET SHALL BE PERMITTED FOR OPENING PROTECTION. DOUBLE TOP PLATE SPLICE 5DG's DO D1,OR 1:1;AND 12-I6d 0N'XO.I35") ASSEMBLY DEAD LOAD OF 15 PSF. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE Noo LLI BRACED WALL LINE SPAGIN6>25' G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF 100-130 0.5 0.5 0.5 1.0 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE _° �_ Y OVERHANG OF 24 INCHES. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED Ibd COMMON(315"X0.162") Ib'O.G.FADE NAIL d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO E = O 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR I6d BOX(5Ys°X0.13s');OR MULTIPLIED BY 0.'15 FOR CONNECTIONS NOT LOCATED WITHIN 5 FEET OF BUILDING RE515T THE COMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH } �z�'� O F- BLACKIN6(NOT AT BRACED WALL PANELS) s"xo Isl)NAILS 12'O.G.FACE NAIL CORNERS. TABLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAG PIPES _ EITHER TABLE R301.2(2) OR ASGE -1, WITH THE PERMANENT GORRO510N4RESISTANT F a o 3-Ibd BOX(3 Y2"X0.135");OR 3 EACH Ib"O.G.FACE NAIL e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.'10. TH15 "I ° ° BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR 2-Ibd COMMON(3)�'XO.162');OR 2 EACH 16.O.G.FACE NAIL PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE 51ZE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 I5 PERMITTED FOR 0 LL F- 15 BLOCKING(AT BFtAGED WALL PANELS) 4-s"X0.151"NAILS 4 EACH I6.O.G.FACE NAIL REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FORGES. TYPES RANGE (F) 2" RUNOUTS I" AND LE55 1.25" TO 2" 2.5" TO 4" BUILPIN55 WITH A MEAN ROOF HE16HT OF 45 FEET OR LESS WHERE THE ULTIMATE Q o ° 4-bd BOX(2 Uj"X0.113");OR DESIGN WIND SPEED, 15 150 MPH OR LE55. f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT HEATING SYSTEMS ° 3-Ibd BOX(3Y,"XO-155");OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 pif FOR EACH FULL 4-5d COMMON(2 Y2"XO.151");OR TOE NAIL LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 TAE3LE R301.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING _° 4-I0d BOX 0"X0.126");OR WALL ABOVE. E l 16 TOP OR BOTTOM PLATE TO STUD 4-3"X 0.151 NAILS g, LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LOW TEMPERATURE 120-200 0.5 I.O I.O 1.5 5GHEDULE FOR WOOD STRUCTURAL PANELS F a 9'M U 3-Ibd BOX(3 "X0.135");OR SMALL BE PERMITTED. STEAM CONDENSATE F 00 v` Z o [A V END NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED (FEED WATER) ANY 1.0 1.0 1.5 2,0 FASTENER SPACING 2-Ibd COMMON(3)�'XO.162');OR 3-1od BOX(3'XO.128'7;OR TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. FASTENER TYPE 4 FOOT 6 FOOT ' 5-5'X0.13I" NAILS COOLING SYSTEMS PANEL SPAN < PANEL SPAN < PANEL SPAN 3-I0d BOX(3'X0.128");OR CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 <4 FOOT < 6 FOOT <_8 FOOT N La 1'7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON M V2"XO-I62');OR 3-3"X0.151" NAILS FACE NAIL AND BRINE 120-200 0.5 1.0 1.0 1.5 NO. 5 WOOD SCREW BASED ANCHOR WITH 2 16 10 2-bd COMMON COMMON((2 Y," g 3-bd BOX(2 " 1;OR INCH EMBEDMENT LENGTH v v v v 2)VXX0.131");OR lb I"BRACE TO EACH STUD AND PLATE 2-I0d BOX(5'XO.125");OR FACE NAIL 2 STAPLES I % NO. 10 WOOD SCREW 5--bd 13OX 2 XO.113 ;OR BASED ANCHOR WITH 2 I(b 12 g 2-bd GAMMON(2)�"Xo.131");OR A I"X 6"5HEATHIN&TO EACH BEARING 2-I0d BOX 0"X0.126");OR FACE NAIL INCH EMBEDMENT LENGTH 2 STAPLES,I"GROWN,Ibgo,l %"LONG 3-6d BOX(2 "X0.113");OR s-bd COMMON(2Y2'XO.IBI");OR 4 INCH LAG SCREW 3-10d Box(3"XO.128);OR BASED ANCHOR WITH 2 16 16 16 s STAPLES,I•GROWN, l6go.,I %'LON& INCH EMBEDMENT LENGTH W 20 I"X all AND WIDER SHEATHHIN6 TO EACH BEARING WIDER THAN I"X b' FACE NAIL 4-5d BOX(2 j"X0.113");OR 3-Sd COMMON(2 Y2•X0.131");OR 3-I0d BOX(3•X0.12b");OR F- O a. T T BASED O O P T N 4 STAPLES,I"GROWN, Ibga.,l °/i'LONG DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF z p FLOOR HEIGHT. UJ z b. FASTENERS SHALL BE INSTALLED AT OPPOSING 4-5d BOX(2 j"X0.0");OR _O 3-bd COMMON(2Y1'X0.151•);OR ENDS OF THE WOOD STRUCTURAL PANEL. O v 21 JOIST To SILL,TOP PLATE OR 61RDER 3-10d BOX(s'X0.126);OR TOE NAIL 0 s-s"XO.1s1'NAILS FASTENERS SHALL BE LOCATED NOT LESS THAN ba Box(2 "xo.n3"1 4^O.C.TOE NAIL INCH FROM THE EDGE OF THE PANEL. fil 22 RIM JOIST,BAND JOIST OR BLOcKIN6 TO SILL OR TOP bd COMMON(2NX0.131%OR C. ANCHORS SHALL PENETRATE THROUGH THE Z N PLATE(ROOF APPLICATIONS ALSO) IOd BOX(3"XO.12&");OR b"O.G.Tor NAIL EXTERIOR WALL COVERING WITH AN EMBEDMENT W O Q � z s"xo.isl' NAILS XO5-5d BOX 2 'X0.115 ;oR LENGTH OF NOT LESS THAN 2 INCHES INTO THE [L10 w O 2-5d COMMON(2Y2"XO.151");OR BUILDING FRAME. FA5TENER5 SHALL BE LOCATED m 25 1"X 6"SUBFLOOR OR LE55 TO EACH J015T s-IOd BOX(5"X0.128);OR FACE NAIL NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE N N m m 2 STAPLES,I"GRowN,Ibga.,i s/4"LONG CONCRETE BLOCK OR CONCRETE. ry 13 f d 3-I6d BOX 0 Y2%0.135);OR � 24 2' 5UBFLOOR TO J015T OR GIRDER 2-I6d COMMON(s VX0.1621) BLIND AND FACE NAIL d. PANELS ATTACHED TO MASONRY OR d ry Q 6 MASONRY/STUCCO SHALL BE ATTACHED USING O O - 25 2" PLANKS(PLANK a BEAM-FLOOR a ROOF) 5-I6d BOX(5)�'XO.I55'9;OR AT EACH BEARING,FACE NAIL VIBRATION-RESISTANT ANCHORS HAVING AN 2-16d COMMON(s)4'XOJ62) ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS t 3-1bd COMMON is "XO.162') 26 BAND OR RIM JOIST TO JOIST 4-10 BOX f3'X0.126');OR THAN 1,500 POUNDS. d m L 43"X0.131"NAILS;OR END NAIL 43"X 14ga.STAPLES,a"GROWN NAIL G 2 R500 020 RESIDENTIAL CODE OF NYS SECTION R305- GLAZING 20d COMMON(4"XO.112");OR 52"O.G.AT TOP AND BOTTOM - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN AND STAeeERED HAZARDOUS LOCATIONS AS DEFINED IN SECTION R306.4 SHALL BE PROVIDED WITH A IOd BOX(3'X0.128');OR 24.O.G.FACE NAIL AT TOP AND BOTTOM STAGGERED ON MANUFACTURE'5 DE516NATION SPECIFYING WHO APPLIED THE DESIGNATION DE516NATIN6 THE 2-1 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131'NAILS OPPOSITE SIDES TYPE OF GLA55 AND THE SAFETY GLAZING STANDARD WITH WHIGH IT COMPLIES, WHICH I5 VISIBLE AND:2- OR FACE NAIL IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, 3-1 0Od BOX(3°X0.12d COMMON(4'& ; CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A TYPE THAT ONCE APPLIED CANNOT BE V "9;O O )R AT EACH SPLICE ENDS AND UA 3-3"XO.131'NAILS REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE z 4-I6d BOX(5 j"x0.135");OR MANUFACTURE'S DESIGNATION 1' , 26 L WOW STRIP SUPPORTING J015T5 OR RAFTERS 3-I6d COMMON(3)5"XO.162'),OR AT EACH JOI5T OR RAFTER, !L_I 4-106 BOX 0"X0.125%OR FACE NAIL R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN SECTIONS R30e,.4.1 THROUGH (u� 4-5"XO.151 NAILS R308.4.1 SHALL BE CONSIDERED TO BE 5PECIFI0 HAZARDOUS LOCATIONS FOR THE PURPOSE OF _ IQ) v/ Z 2a BRIDGING ('3 TO JOIST 2-IOd "X0.1281) EACH END,TOE NAIL GLAZING .(1R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE PANEL OF 5WIN5IN5, SLIDING AND SHALL BE CONSIDERED TO OUS HAZA R305.4.2-LGLAZI GSAD AGENT TO DOOR GLAZING 5 LE SRD AN 60 LOCATION ABOVE THE FLOOR 1� 2020 RESIDENTIAL GORE OF NYS OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING- -� TABLE R6O2.3(3) - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR WOOD PANEL WALL 5f-IEATHING FASTENING 5GHEDULE abti -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED IN (- MINIMUM NOMINAL MAxIMUM WALLLH ULTIMATE DE516N WIND POSITION AND WITHIN 24" OF THE HINGED SIDE OF AN IN-SWING DOOR MINIMUM WOOD MINIMUM NAIL PANEL NAIL SPAG6 ULT R308.4.3- GLAZING IN WINDOW O O SANEL SPAN PANEL THICKNESS STUD 5PAGIN6 SPEED U (MPH) - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN g 50.FT. SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) ED6E5 FIELD WIND EXPOSURE CATEGORY (INCHES) RATINS (INCHES 0.0) (INCHES 0.0) e G D -BOTTOM EDGE OF GLAZING 15 LESS THAN 15" ABOVE THE FLOOR 0 ba COMMON I b b 12 1-10 140 15 24/O 16 6 12 140 115 110 - TOP EDGE OF GLAZING IS MORE THAN 36 ABOVE FLOOR AND bd COMMON 0 3/b (2.o"xM .MON ONE O MORE WALKING SURFACES ARE W u WITHIN 36 MEASURED HORIZONTALLY AND IN A STRAIGHT 135 R (25"X0.131") I.-I5 24/16T/I6 24 6 12 140 115 110 LINE OF GLAZING FOR 51= I Inch 25.4 mm,I MILE PER HOUR a 0.44?m/s PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPAGIN6 MORE THAN I6" 308.4.4- GLAZING IN GUARDS AND RAILINGS a.PANEL STRENGTH AXIS PARALLEL OR PER R308.45 GLAZING AND NET SURFACES BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED OL ON CENTER SHALL BE APPLIED WITH PANEL 5TREN6TH AXIS PERPENDICULAR TO SUPPORT. b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDIN&SURFACES IN ACCORDANCE WITH SECTION R501.2. EDGE OF GLAZING 15 LE55 THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR Q LATERAL BRA,-_INC REQUIREMENT5 SHALL BE IN ACCORDANCE WITH SECTION R602.10. WALKING SURFACE QC c'WOOD STRUCTURAL PANELS WITH SPAN RATI1465 OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE To PANELS WITH A 24/0 0 SPAN RATING. PLYWOOD 51DIN6 RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED A5 AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. - R305.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING WHERE THE BOTTOM EXPOSED WALL-16 AND PLYWOOD SIDING Ib O.G. SHALL BE USED WITH 5TUD5 5PAGED NOT MORE THAN 16"ON CENTER. EDGE OF THE GLAZING IS LE55 THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING O p SURFACE OF STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS tu -GLAZING 56" OR LESS MEASURED HORIZONTALLY FROM THE WALKING SURFACE .0D 9 R308.4.? GLAZING ADJACENT TO THE BOTTOM STAIR LANDING ry m z :-, - WHERE GLAZING 15 LE55 THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARE N N z LE55 THAN 150 DEGREE5 FROM THE BOTTOM TREAD NOSING N Q ztu • SEE FLOOR FLAN FOR MORE INFORMATION m d �a o � o TABLE R(602.10.4- BRA(:;ING METHOD5 O METHODS, MATERIAL MINIMUM THICKES5 FIURE CONNECTION CRITERIA G FASTENERS 5PAGIN5 A R Cli`'1'E' T'S' TODD O'CONNELL j RCH ITECT P.C. EXTERIOR 5HEATHIN6 PER b"ED&E5 12"FIELD TABLE RbO2S 0) GS-W5P TODD O'CONNELL AIA CONTINUOUSLY SHEATHED 3/8" CONTINUOUSLY SHEATHF.� •_ CONTINUOUSLY SHEATHED _ , WOOD STRUCTURAL PANEL INTERIOR SHEATHIN6 PER VARIES BY FASTENER RAGED WALL LINE RAGED WALL LINE1200 Veterans Memorial Highway TABLE R602.3 0) or R602.3(2) Suite 120 Hauppauge,NY 11788 O H (631)650-6666 to G9-6IPA CONTINUOUSLY SHEATHED 3/Sii SEE METHOD CS-WSP SEE METH017 05-W5P F(631)650-6667 10 WOOD STRUCTURAL PANEL 516 658-0325 7- ADJACENT TO&ARA6E OPENIN66 ^� Q r.S:r,r;::t"r.i r:.ri: .(`.fiI5a r RETURN HOLD PANEL DOWN O G5-PF SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 Ul BRACED P T END BRACED WALL PANEL AT END CONTINUOUSLY SHEATHED �j(6" OF BRACED WALL LINE DEVICE OF BRACED WALL LINE z PORTAL FRAME END CONDITION I END CONDITION 2 V I}2" lone X 0.12 dia. 25 (for)z thick sheathing) _ _ _ i `• y 1, t�- y I °/4' to X 0.12 dia. GS-SFBd "2'� Or �32�� for s � 3" ED6E5 6 FIELD GRACED WALL LINE T� �BRAGIED WALL NE THE t_ „ (for %2"thick sheathing) ,I CONTINUOUSLY SHEATHED maximum 16 STRUCTURAL FIBERBOARD galvanized2)V ongfX 0.131" d a)nails - --P CJ stud spacing F rl FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.8mm, I degree = 0.0175 rod, I pound per square foot=4"1.8 N/m2, I mile per hour = 0.44-7 m/s. a. Adhesive attachment of wall sheathing Including Method GB, shall not be permitted in Seismic. Design Gategorles C, Do, DI and D2. b. Applies to panels next to garage door opening where supporting gable and wall or roof load only. Shall only be used on one wall of the garage. In Seismic, Design Categories Do, DI, and D2 roof Covering dead load shot I not exceed 3 psf. C. Garage openings adjacent to a Method 05-6 panel shall be provided with a header In accordance With Table R602.5 (1). A Full a \ 1 height clear opening shall not be; permitted to a Method 05-5 panel. RETURN m lT d. Method 05-SFB does not apply in Seismic, Design Gategorles Do, DI , D2. PANEL * 1" e. Method applies to detacdhe one and two-famlly dwellings in Seismic, Design Categories Dothrough D2only. 48" MINIMUM BRACED WALL F N PANEL AT END OF BRACED WALL PANE L Imo- O WALL LINE 'SEE REQUIREMENTS z END CONDITION 3 END CONDITION 4 Q • TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS _CONTINUOUSLY SHEATHED ~ ` METHOD MINIMUM LENGTH RAGED WALL LINE REQUIREMENTS O (INCHES) GONTRIBUTIN& RETURN PANEL, 24"FOR BRACED WALL LINES SHEATHED V Z ADJACENT CLEAR WALL HEIGHT �&TH WITH WOOD STRUCTURAL PANELS OPENING HE16HT (INCHES) VA (INCHES) 8 FEET' q FEET 10 FEET II FEET 12 FEET WITH FOR BRACED WALL LINES SHEATHED GS-WSP <64 24 2T 30 33 36 ACTUAL WITH STRUCTURAL FIBERBOARD 0 FX D15TANCE P. 24'FOR BRACED WALL LINES SHEATHED w ~ WITH WOOD STRUCTURAL PANELS ►� OC 11L 52"FOR BRACED WALL LINES SHEATHED H V O v WITH STRUCTURAL FIBERBOARD Q v► t� U HOLD-DOWN 500 LBS CAPACITY FASTENED TO THE EDGE hiL_m DEVICE, OF THE BRACED WALL PANEL GL05E5T TO 1�1 O < O } THE CORNER AND TO THE FOUNDATION OR F w LQ TABLE R602.5(5) SIZE, HE 1 GHT AND SPAG I NO OF WOOD STUDS g FLOOR FRAMING BELOW O I Q 9�_11_ La HOLD BEARING WALLS NON-BEARING WALLS DOWN FIRST BRACED Q ,� v DEVICE WALL PANEL p W V MAXIMUM 5PAGING MAXIMUM 5PAGING WHEN MAXIMUM SPACING WHEN Q LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, 5UPPORTIN6 END CONDITION 5 TWO FLOORS, MAXIMUM 5PAGING WHEN LATERALLY LATERALLY } a ~ v O STUD SIZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED � UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-GEILIN BL SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT • DOUBLE 2X STUD 9 (INCHES) o HEIGHT ('FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEIGHT 9 (INCHES) g (FEET) g (FEET) ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) �- a IMP5ON PHD5-SD55 DOUBLE 2X STUD Q O z • ----SIMPSON PHD5-6 Sn it 515" THREADED ~ < �� o -STEEL ROD --HOOKED ANCHOR BOLT fl-L . Q Q MIN 12" PENETRATIONS Q • IMPSON PHD5-SD55 INTO FOUNDATION 4 2X4 10 24� 24 I O I6 • 2X6 10 24 24 16 24 20 24 • 11 USE THREAD ROD, DRILL AND EPDXY IN FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.&mm HOLD DOWNS BETWEEN EX. FOUNDATION V V V V a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE PER TABLE R602.105 FLOORS AS REQUIRED AREAS SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITH"--R END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED PANEL LENGTH WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. I I III WHERE WALL LINE UP b. SHALL NOT BE USED IN EXTERIOR WALLS i i i I USE CANTILEVER HOLD-DOWN a. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO I i i i i PROVIDE HOLD DOWNS AT 2X6 OR THE STUDS SHALL BE DESIGNED IN AGGCRDANGE WITH ACCEPTED ENGINEERING PRACTICE. i WHEN DO NOT ALIGN ALL CORNERS AND BOTH I a SIDES OF OPENINGS 6' FOR PANEL SPLICE (IF OR GREATER IN WIDTH z ii i' u 1 NEEDED) ADJOINING PANEL ' OVER '• ILI s/ SHEATHING ON ONE -------------- ------------------ L ----- -----AN HALTEMEETrOV MIN. 8 OOD STRUCTURAL EDGES S /. PANEL �+ �hlD BE FASTENED O FACE i i i i COMMON FRAM I NO 1 " MIN. EDGE w FOUNDATION ANCHORAGE DIFFERENCE 'o Z 0 0 0 0 0 o PER R403.Ib SINGLE POUR O 0 0 o RIM JOIST NAILED O F- ' \X� z z ,.X v X Io 1 � 10 I .. INSTALLATION o PORTION I i i Q O / \ / \ i° 1 ,i 5/5"(PXI2" STEEL ANCHOR- - BO LTS AT 3' O" O.C. AX W W p - p Q Z / \ W / /' / \ 0 0 0 0 ° MIN EMBEDMENT OF 7" MIN. 2x4 FRAMING MIN. I ° 1 8D COMMON OR GALV. BOX CLEAR SPAN m m DOUBLE STUDS REQUIRED ' NAILS 0 6" O.G. AT PANEL SEE PLA `-` o 1'1" MAX N N 10 EDGES FOR SINGLE STORY n` N ,-•PANEL LENGTH' . _PANEL LENGTH' .PANEL LENGTH' -1 (2) HOLD-DOWN OR (2) b AND @ 4" INCHES O.G. PANEL O O " Q R602.I0s Z STRAP-TYPE ANCHORS PER ° i EDGES FOR THE FIRST OF 2 ° ; ' °• a' d BRACE WALL PANELS WITH CONTINUOUS SHEATHING < TABLE R602.10.6.1 (ONE EACH i STORIES ^ d A" ONE #4 > REBAR IN J SHOWN FOR CLARITY) STRAP- - IA MIN SHEAR GONE IIIxxK PARTIAL CREDIT FOR BF:ACED WALL PANELS LE55 THAN 45 TYPE ANCHORS SHALL BE ► I STUD/POST UNDER HEARD AS INCHES IN ACTUAL LENGTH PERMITTED TO BE ATTACHED I ACTUAL LENGTH OF C•ONTRIBUTIN& LENGTH OF BRACED WALL PANEL (INCHES)a W OVER THE WOOD STRUCTURAL �� 8D COMMON OR OALV. BOX Simpson Strong-Tie BRACED WALL PANEL 1 v PANEL o--- I NAILS @ I2" O.G. AT USE SIMPSON Z-MAX OR HDG CONNECTORS 0 STHDI4RJ i— �� (INCHES) 8- FOOT WALL HEIGHT q- FOOT WALL HEIGHT � - "`� � INTERIOR SUPPORTS TO INCREASE CORR0510N RE515TANOE 4b 48 48 PANEL MUST BE ATTACHED TO 1 FOR ALL HARDWARE IN CONNECTION l \ [Q V 42 56 56 CONCRETE FOOTING OR ° ° W/ AGQ LUMBER. 56 77 N/A CONCRETE FOUNDATION WALL DOUBLE 2X 5TUlu Z a - LINEAR INTERPOLATION SHALL BE PERMITTED CONTINUOUS OVER BRACED WALL MIN. REINFORCING OF SIMPSON PHD5-5D5 LINE ° FOUNDATION- ONE #4 REBAR THREADED ROD ANCHOR BOLT �] L�— R602.10.6.1 MINIMUM HOLD-DOWN FORGES FOR METHOD ABW BRACED WALL o 0 0 0 ° TOP AND BOTTOM. LAP MIN. 12" PENETRATION •° V 1 �+�- BARS 15" MINIMUM INTO FOUNDATION u 'I a 11 11 II - DRILL AND EPDXY INTO EX NAILED m PANELS ° ' . I I I I II i I a a '. PORTION CD HOLD-DOWN FORGE (POUNDS) SEISMIC DESIGN � I •�. ii �• ° �ii ir' CATEGORY AND WIND HEIGHT OF BRACE WALL PANEL SPEED 5UPPORTIN&/STORIES e FEET q FEET 10 FEET II FEET 12 FEET I I . II a 11. aI I .•. SDG AB 4ND G ONE STORY 1800 leoo 1800 2poo 2poo ° . v °' I I ° ii d 'j • • 1I ULTIMATE DESIGN WIIyD �J II ° ° '� 4i II.a o' ei1�� SPEED < 140 MPH FIRST OF TWO STORIES 5,000 5000 5,000 5,500 3,600 U ° 0 a `T' o4 a MINIMUM FOOTING SIZE � � 0 UNDER OPENING 15 12"x 12". A d CLEAR SPAN O 500 AO,B I Ai`1D C 2 ONE STORY 1,800 1000 1,600 Np TIP d pd n ' a o Q. d I'7" MAX O ULTIMATE DESIGN WIt�ID ' SPEED < 140 MPH FIRST OF TWO STORIES 3pOo 3A� 3,000 NP NP FOR 51: I INCH = 25.4 MM, I FOOT = 504,5 MM, I POUND = 4.45 N, I MILE PER HOUR = 0.447 M/5 (2) y2'� DIAMETER ANCHOR BOLT5 TURNED-DOWN SLAB SHALL II ° a• a. NP = NOT PERMITTED LOCATED BETWEEN 6" AND 12" OF BE PERMITTED AT DOOR O r EACH END OF THE SEGMENT OPENINGS d f TABLE Rb02.10) O I RDER 5PAN5 AND HEADER ° REBAR IN K #4 z a QMIw SHEAR CONE 5PANS2 FOR EXTERIOR BEARING ' e° F La WALLS a.5PAN5 ARE 61VEN IN FEET AND INGHESON CENTER SHALL BE APPLIED WITH a PANEL STRENGTH AXI5 PERPENDICULAR TO SUPPORT. J� a ,�I 61RDERS AND &ROUND 5NOW LOAD( sf) b.NO. I OR BETTER GRADE LUMBER SHALL BE USED FOR SOUTHERN PINE. METHQP AEA `4— ALTERNATE BRACZ2 NALL FANEL Simpson Strong-Tic 30 OTHER TABULATED VALUES ASSUME#2 GRADE LUMBER HEARS SIZE BUILDING WIDTH (FEET) c•BUILDIN6 WIDTH 15 MEASURED PERPENDICULAR TO THE RID6E.FOR WIDTHS STHDI4RJ `� to SUPPORTING BETWEEN THOSE SHOWN,SPANS ARE PERMITTED TO BE INTERPOLATED TABLE R602.10.6.1 FROM 2020 I .R.�.G. 20 25 56 d.NJ- NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END.WHERE THE 5THD14RJ SPAN SPAN N SPAN NUMBER of JACK STUDS EQUALS ONE,THE HEADER PERMITTED TO BE I-2x12 6'-II' 1 5'-II" 2 5'-8" 2 SUPPORTED BY AN APPROVED FRAMING ANCHOR ATTACHED TO THE FULL cv Q � z ROOF AND 2-2x12 q'-q" 1 8'-5" 2 'T'-b" 2 HE16HT WALL STUD TO HEADER p 2 f�O1..I7 I�OI�INO�' Bfi�'AGE l�lLLs DETAIL " GEILIN& 3-2x12 12'-2 2 10'-?' 2 q'-5" 2 E.USE 30 psf&ROUND SNOW LOAD FOR GASES IN WHICH&ROUND SNOW 4-2x12 2'-2 I 10-2 2 1W'5' 2 LOAD 15 LESS THAN 30 sf AND THE ROOF LIVE LOAD IS EQUAL TO OR LESS THAN 20 psf lu FOR 51, I Inch - 25.4 mm,I POUND PER 50.FT.- 0.4"Iq kPa SCALE: N.T.S. O < v 0 r. CONTINUOUS BEAD ;F SEALANT I i R C H I T E C 7 S A I TODD O'CONNELL MANUFACTURED THIN-PROFILE 1_. ._. ---EXISTING ATTIC, VENTILATION BAFFLE VENTED AIR SPACE R C H I T E C T P.C. FLOOR ASSEMBLY GULL WIDTH ATTIC INSULAITON RIGID � % TODD O'CONNELL, AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway Suite 120 CONTINUOUS MINIMAL "--OPTIONAL ELEVATION �. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge, EXPANDING FOAM AT { k"N CAVITY INSULATION ppauge, WINDOW PERIMETER XPANDIN6 FOAM AROUND �`. � .. NY 11788 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED P(631)650-6666 SECTION THE PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE --= OUT RI61D INSULATION I NTINUOUS BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631) 650-6667 — j OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516)658-0325 EILIN6 GYPSUM BOARD AS AIR BARRIER RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE EXI5TIN6 BAND JOIST INSULATION ' SEALED UsirJSr�.;t�C rfrj .f(91ii NTINUOUS BEAD RETROFIT WIT1i I I/2"RIGID INSULATION XTERIOR INSULATED :INDOW UNIT A5 OF SEALANT WALL THE AIR BARRIER IN ANY DROPPED CEILING/50FFIT AIR BARRIER CONTINUOUS BEAD a-00500 Scalars/4" ■ r-0" CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT GAPS IN THE AIR BARRIER SHALL BE SEALED THIN-PROFILE ATTIC EAVE BAFFLE AND VENT SHALL BE ALIGNED WITH THE AIR BARRIER AGGE55 OPENINGS, DROP DOWN STAIRS OR KNEE - CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES EXPANDING FOAM AT ----G/NTINUOUS MINIMAL 5-01004 scalers/4" = I'-O" SHALL BE SEALED J � � `' f WINDOW PERIMETER EXPANDING FOAM AT - CAVITIES WITHIN GORNER5 AND HEADERS OF FRAME WINDOW PERIMETERI ., THE JUNCTION OF FOUNDATION AND SILL PLATE TO -�I BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE }* ``� CONTINUOUS BEAD " GYPSUM BOARD MANUFACTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE { ' F SEALANT ! X4 BLOCKING ENOL05URE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED CONTINUOUS BEAD EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT ' AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OF ADHESIVE jIIIINDOH UNIT __ _ __ ___ ___ yo(� CONTINUOUS BEAD AIR AR ER S � WINDOWS, SKYLIGHTS, AND DOORS ~ _�_, OF SEALANT NSULATED EXTERIOR `t ', THE SPACE BETWEEN WINDOW/DOOR JAMBS AND HALL FRAMING, AND 5KYLIGHT5 AND FRAMING SHALL BE f CONTINUOUS MINIMAL 7 RIOR WALL _=_ �= SEALED EXPANDING FOAM AT 5HEATHIN6 XPANDIN6 FOAM SEALANT m WINDOW PERIMETER T1 AT PERIMETER r 2-STUD CORNER WITH Ix4 BACKER ONTINUOU5 BEAD RIM J015T RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED tN OF SEALANT CONTINUOUS BEAD RYWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED F- O F SEALANT 5-00006 9caler5/4" ■ 1'-0• TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE z GE55ED L16HT FIXTURE FLOORS (INCLUDING ABOVE GARAGE5 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY 4 r CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY H a `` iCONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH —I ° OF SEALANT B�D I OF ADHESIVE THE TOP 51ME OF 5HEATHIN6, OR CONTINUOUS INSULATION Ul ONTINUOUS BEAD AIR SPIV IN6 AT RELC55ED LI6HfIN6 IN ATTIC z ' C INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND . CONTINUOU OF SEALANT S SILL SEALER � EXTENDS FROM THE BOTTOM TO THE TOP OF ALL v Z -FULL WIDTH OF MUD5ILL ONTINUOUS BEAD 5-02041 Seale: s/4" • I'-0" PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE FOUNDATION WALL I ONTINUOUS BEAD CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, ~ AS AIR BARRIER f OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE sn WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS p ► o ONCRETE SLAB AS n AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE u PENETRATIONS SHAFTS OPENING TO EXTERIOR OR r-M,3 . •a `' e UNCONDITIONED SPACE TO BE SEALED Q w� �- ° FLOOR ASSEMBLY LOCKING AS REQUIRED O 0 CONTINUOUS BEAD UM' BOARD BOX BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT OR ~ �' M ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES z ° '.° c J- 4 F SEALANT OF SEALANT NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT z tL V�i- La ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE o CAVITY SPACE tun _ N ONTINUOUS BEAD CEILING J015 GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED 14�� 0 • 2 O n� HIP OF SEALANT SPACE NTERIOR 6YM5UM WALLBOARD AS BARRIER RECESSED LI&HT r XTURES INSTALLED IN THE RECESSED LIGHTING BUILD NG THERMAL IENVELOPE SHALL BE SEALED BU LDINGXTURES INSTALLED IN THE DTHERMALIENVELOPE SHALL BE SEALED CONCEPTUAL AIR SEALING STRATEOY // CONCEPTUAL AIR SEALINO 5TRATEOY // GoxGE1'TUALAIRSEALINGSTRATEGY -- TO THE DRYWALL AIR TIGHT AND IC, RATED o `-' ° LLf LONER NALL SECTION UPPER NALL SECTION AT UPPER FLOOR BAND JOIST BATT' INSULATION SHALL BE OUT NEATLY TO FIT F PLUMBING AND WIRING 4 o � u AROUND WIRING AND PLUMBING IN EXTERIOR u 0 u- -0-9- F s-02oll scalors/4" ■ I'-0' ANDIN6 FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION ��i-t g'-O" rr -OrrAT PERIMETER READILY CONFORMS TO AVAILABLE SPACE SHALL o u W _ J SEALANT BEAD OF EXTEND BEHIND PIPING AND WIRING _F IL o i RYWAL. CEILING THE AIR BARRIER INSTALLED AT EXTERIOR WALLS u 0 4 O tp " 6YP5UM BOARD SHOWER/TUB ON EXTERIOR WALL � EXTERIOR WALLS ADJACENT TO SHOWERS AND 2) LAYERS 2" RI61D INSULATION GE55ED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUB5 SHALL z o TUBS SHALL BE INSULATED SEPARATE THEM FROM THE SHOWERS AND TUBS z INSTALL I"CUT TO F161 BETWEEN TION THE INSTALLED DURING FRAMING ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND000-1 RAFTERS FROM SEAL BOTH AIR SEAl.IN5 AT RELMSM LIOM%IN ATM EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR � I" RI61D INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH GUT AROUND EXPANDING FOAM SEALANT. s_ox4o Scaler 5/4" ■ I'-0' VENTILATION CHUTE'_ MAINTAIN EQUAL VENT SPACE HVAC REGISTER HVAG REG15T•ER BOOTS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATIO FLATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THEWITH EXPANDING ATTIC INSULATION LSUBFLOOR OR DRYWALL FOAM SEALANT ERIOR WALL WHEN REQUIRED TO BE SEALED, CONGEALED FIRE INSTALL I" RI61D INSULATION SHEATHING CONGEALED SPRINKLERS��=- SPRINKLERS SHALL L VERTICALLY TO CONNECT % THAT 15 RECOMMENDED BY THE MANUFACTURER. ER INSULATING 5HEATHIN6 TO R161D �_ 5-STUD CORNER WITH RI61D INSULATION CAULKING OR OTHER ADHESIVE SEALANTS SHALL INSULATION BAFFLE. —j7 NOT BE USED TO FILL VOIDS BETWEEN FIRE FOAM SEAL BOTH JOINT ® �---------• SPRINKLER COVER PLATES AND WALLS OR � ONTINUOUS BEAD u.ud- -- CEILINGS z 1 OF SEALANT I ONTINUOUS BEAD r " RI61D INSULATION I I OF SEALANT f I O XTERIOR INSULATED " R161D INSULATION r WALL VIDE BLOCKING AT z (' La XTERIOR INSULATED STUD CAVITY AT 5HOWER I I to WALL AT EXTERIOR WALL O I EN ONTINUOU5 BEAD OF I .,, 'I NSTALL INTER OR 5HEATHIN6 MATERIALS R-VALUES � ~ I"RIGID INSULATION AS ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING AS 1��iPRIOR TO INSTALLATION OF V AROUND MANUFACTURED VENT ATTIC,EAVE BAFFLE AND VENT ( I PREFAB FIREPLACE UNIT ' T Q z z EMENTBACKERBOAD TERIAL kn U U 5-0I006 Seaie:5/4' 1-0" 5-01005xa " 1'-0" I U B SURROUND FINISH z 0 0 O ---PREFAB TUB UNIT Q o z TILE SURROUND FINISH FIREPLACE EMENT BAGKERBOARD UNIT I BUILDING BOARD ---INSTALL I" RIGID INSULATION 1 \-TUB 5URROUND (mV ry m (n --INSULATED PROVIDE BLOCKING AT I BEYOND —� GYPSUM WALL BOARD 4'2") 0.45 AT BOTH HORIZONTAL AND ` r ry ry DRAINAGE PLAN I VERTICAL POSITIONS —INSULATED EXTERIOR I EXTERIOR STUD CAVITY AT TUB I ' N S� r < STUD WALL ` I STUD WALL AT EXTERIOR WALL GYPSUM WALL BOARD (5/8 ) 0.5625JH 1 � (LEAVE�' GAP FOR EXPANDING FOAM) ! I ONTINUOUS BEAD THIN PROFILE WALL SHEATHING I I I OF SEALANT PLYWOOD 4'2") 0 62 O O INSTALL EXPANDING FOAM I INSULATED EXTERIOR SEALANT AT INTENTIONAL 6AP5 I ( 1 STUD WALL I HIN PROFILE WAL PLYWOOD (5/4") O.cI4 #rr --�XI5TIN6 FLOOR I I f 1 m ry AT I RI61D INSULATIO ASSEMBLY � I ! CONTINUOUS BEAD OF ONTINUOUS BEA 5EALANT -CAVITY INSULATION I I ONTINUOU5 BEAD OF 1 OF SEALANT MINIMUM �" DRIP I — I' I SECANT SIDING 61D INSULATIO ANUF. SHOWER I" RI � " j `' PAN ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT GLOSURZ— _.EXPANDING FOAM —HOOD FLOOR ASSEMBLY ^, ti =XPANDING FOAM ALUMINUM/ VINYL SIDING ('2" INSULATION) 1.50 y OOD FRAME FLOOR I LU Z I l l ASSEMBLY 4` WOOD FRAME FLOORING v LU FLOOR ASSEMBLY Z INSULATED CANTILEVER FLOOR// HARDWOOD FLOORING (5/4") 0.68 z CAVITY INSULATION WITH I"RI5ID INSULATION GLO5URE !— s-0Iola Scaler " TILE 0.05 5/4 I'-0' AIR SEALING BEHIND SHOwL-�2 WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY THIN-PROFILE 5HEATHIN6//SECTION CARPET WITH FIBER PAD 2.0& ATTIC INSULATION 5-0100? 5caler5/4" - 1'-0' 5-01012 154-016-514- - I'-0' 5-010001 scalor5/4" - 1'-0' CARPET WITH RUBBER PAD 1.25 LU An II EILIN6 FRAMING II ----FLOOR GRILLE AIR SPACE 0//2" UP TO 4") 1.00 HEATH INTERIOR OF FLOOR DUCT BOOT i-1 " RIGID ATTIC ACCESS TO 1--CONTINUOUS BEAD OF LEGTRIGAL WIRE _ (— INSULATION +I" OF INSULATION SEALANT .nUA -- LEVEL PLUMBING PI FLOOR TOP PLATE ROOFING V ACCESS PANEL —�I I I I I I l l l l l l l O ASPHALT SHINGLES RAW AGGE55 PANEL TOP PLA O 5NU6 WITH PERIMETER EXPANDING FOAM N5ULATED FLEXIBLE DUCT XPANDING FOAM WOOD 5HINOLE5 O.cl7 r SCREWS SEALANT TIE AT INNER LINER SEALANT O TRIM A5 REQUIRED ATTIC AT INNER LINER ALL STUD ( IN15H CEILING WALL 5TU TIE AT OUTER LINER OL z DOORS WOOD, SOLID GORE (1 5/4") 2.1-7 (1/ X INSULATED METAL DOOR (2'f) 15.00 AIR SEALING AT ATTIC HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 Scalers/4" - I'-0" 5-0102s Scale$/4" = I'-0' 5-0IOss 5caler5/4" = I'-0' 5-01024 Scale:)/4" = 1'-0" POURED CONCRETE PER 1" 0.05 z ELI tV N zz c�V Qtu z m � Q � GENERAL CONDITIONS UNLE55 OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: 2020 EGG OF NEW PORK STATE: . CONDITIONS OF THE CONTRACT FOR MINIMUM DESIGN DEAD LOAD5* AS PER ASGE FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION RcIO5.2 -JOINTS, PENETRATIONS, AND ALL R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 7-16 CHAPTER 3 TABLE 03.1 - CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN LOAD - 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR GORE ALL SLOPED ROOF 5HINOLE5 BUILDINGS ENVELOPE THAT ARE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT (psf) SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE BUILDING. r, OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHIN&LE5 OR APPROVED SEALED. G E I L I N G 5 TODD O'CONNEL,ARC H e C T L�= NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. 5HINOLE5 SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC, R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ! ARCH ITECT P.C. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO WEATHER-STRIPPED AND INSULATED To A LEVEL EQUIVALENT TO ACOUSTICAL FIBER BOARD 1.0 r THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IC, OR NON-IC THE INSULATION ON THE SURROUNDING, 5URFAGE5. GYPSUM BOARD (per � INCH thickness) 0.55 REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN (1/2 INCHES) (2.2) TODD O'CONNELL, AIA AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY R402.4: AIR LEAKAGE - BUILDING, THERMAL ENVELOPE SHALL BE (5/5 INCHES) (2.75) 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLA5HIN& NECE55ARY FOR A COMBUSTIBLE MATERIALS AND 3" HOUR. SUSPENDED STEEL CHANNEL 5Y5TEM 2.0 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK 6" FIREPLACE WALL THICKNESS WITH WATERTIOHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION P(631) 650-6666 BROOM GLEAN UNLE55 OTHERWISE 4" NON COMBUSTIBLE FIRE 5TOPPINO ROOFING IS TO BE APPLIED IN STRICT R402.4.I.I: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH F( 65 CARRY WORKMAN'5 COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY COVERINGS, ROOF, AND WALL C(516)16)658--0325 325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE 5HINOLE5 FOR CEILINGS, WALLS, AND FLOORS. COMPONENTS AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.p �L! ',rt�ar,a:r�r*y�'rl;r+ter#; .tt.l�, LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO GYPSUM 5HEATHINO, 1/2-In. 2.0 tT6s ;f CONTRACTOR SHOULD FULLY FIBERGLASS MA5TIC. (FED. SPEC,. INSTALLATION. MATERIALS IDENTIFICATION: R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) GUARANTEE HIS WORK AND THE WORK -MATERIALS AND EQUIPMENT MUST BE TESTED AND VERIFIED A5 HAVING < 3 AGH50 IN GZ4A 5 A&A. FIBERBOARD --- 5.5.G. 155 TYPE-I) MEMBRANE TO BE 1.5 OF HIS SUBCONTRACTORS FOR A INSULATION INSTALLED IN ACCORDANCE WITH THE TE5TIN& SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERL-ITE O.6 C PERIOD OF ONE YEAR AFTER CONTINUOUS FROM TOP OF MP ETION OF THE PROJECT UNLE55 FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION POLYSTYRENE FOAM GO L URETHANE WITH FOAM FOAM 0.5 �`` 0 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING, OTHERWISE SPECIFIED. ALL WORK FACED FIBEROLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per 1/5-In. THICKNESS) o.4 SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RI61D INSULATION, 1/2-In. 0.75 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL SKYLIGHT, METAL FRAME, WIRE GLASS 5.0 INDEMNIFY AND HOLD HARIALE55 THE AS PER SECTION R502.13 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THIGKNE55) 3.0 OWNER, ARCHITECT, AND THEIR RESIDENTIAL GORE OF NEW PORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE FT OPENINGS BOTH VERTICAL - BITUMINOUS, SMOOTH SURFACE �'. r AGAINST ALL CLAIMS, DAMAOE5, DRAFT ( OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. R403.3.3: DUCT TESTING DUCTS SHALL BE PRE55URE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING DETERMINE AIR LEAKAGE. ATTORNEYS FEES AR151NO OUT OF OR PROVIDE FIRE BLOCKING, IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE FLOOR F I L L RESULTING, FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 6.0 OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED &LASS WINDOWS AND DOORS SPECIFICATIONS. THE BUILDING THERMAL ENVELOPE. SAND, PER INCH 6.0 SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING, AND FLOOR TO BE INSTALLED AS PER SECTION EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R306 OF THE RESIDENTIAL CODE OF DUCT INSULATION: R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 tY BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL AL50 BE FIRE NYS. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED PLENUMS FLOORS AND FLOOR FINISHES OR DEATH OR TO INJURY 1-0 OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING z # CERAMIC OR QUARRY TILE (5/4-Ind DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. Q v OLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-6. R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON 1/2-In. MORTAR BED Ib.o I-- (OTHER THAN THE WORK ITSELF INSTALL OLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. - INCLUDING, THE LOSS OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING CERAMIC OR QUARRY TILE (5/4-In) z Ul RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER 5LIDIN& OLA55 DOORS, 5KYLIOHT5 MUST BE INSULATED TO R-4. R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-In. MORTAR BED 23.o O �- CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOW5 AS REQUIRED BY -SUPPLY DUGT5 IN UNCONDITIONED PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF v Z CONCRETE FILL FINISH (PER INCH THICKNESS). I.O NEOLIOENT ACT OR OM155ION OF THE INDICATED. PROVIDE HOT AND GOLD GORE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. IRCAMG. CONTRACTOR, ANY 5UBGOI,ITRAGTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED OLA55. ALL CLASS DOORS -RETURN DUCTS IN UNCONDITIONED THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER HARDWOOD FLOORING, -1/I-in. 4.0 ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING, TO HAVE AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST THAN LINOLEUM OR ASPHALT TILE 1/4-In. 1.0 EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. 0.01 X GFA + 7S X (# OF BEDROOMS + 1) ANYONE FOR WH05E ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON *CFA = CONDITIONED FLOOR AREA MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 = 5 THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4 CAST IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. SLATE (PER mm THIGKNE55) 15.0 tjml 9 OF WHETHER OR NOT IT IS CAU5ED IN THROUGH FOUNDATION WALL PITCHED SEALED A5 PER 2020 NYSEGG R403.7: EQUIPMENT SIZING - PER AGGA MANUEL S, BASED ON SOLID FLAT TILE ON I-In. MORTAR BASE 23.0 �' �S w PART BY A PARTY INDEMNIFIED MIN. I/6 PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: LOADS CALCULATED PER AGGA MANUEL J. 01:z HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND SUBFLOORING, 3/4-In. 5.0 Vgu_I � p ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A b" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY R404.1: LIGHTING - A MINIMUM OF 75% OF PERMANENTLY FLOORS, WOOD J015T (no plaster) 12-IM. 16-In. �° p vSURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, CASKETS, INSTALLED FIXTURES MUST HAVE HIGH-EFFICANGY LAMPS. J015T SIZES (in.) p "�T2) "/f--T2) 19vo 11 z w v CONSTRUCTION INCLUDING, BUT NOT DISH WASHER 1 1/2 °- # qa ' m 0 LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2 TO BE FULLY WEATHER-STRIPPED. MA5TIG5 (AIDHE51VE5), LOW-VOLTAGE LICHTINO EXEMPT 2x6 6 5 IMIM00 v O BLOCK-WORK, FRAMING, NAILING, LAVATORY 111411 PROVIDE ALL SCREENS AND MASTIC PLUS EMBEDDED-FABRIC, OR PLACING, OF CONCRETE, Fro. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL OLA55 TAPES. DUCT TAPE 15 NOT 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R306- 2x6 6 b q ai� BE CAREFULLY SUPERVISED BY THE TOILET 3 15 TO BE FREE OF SCRATCHES AND PERMITTED. Q &LAZING, 2xi0 7 6 uo �} CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3 MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED NO IN ACCORDANCE WITH THE DRAWIN55, VENT 5TAGK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOGKINO-TYPE LONGITUDINAL - EXCEPT AS INDICATED IN SECTION R308.H EACH PANE OF 2x12 6 7 a ° .4 SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FR05T NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 GLAZING INSTALLED IN HAZARDOUS LOCATIONS A5 DFFIXED IN FRAME PARTITIONS ( sf) �� ° -oIL AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LESS THAN 2" W.g. SECTION R30.5.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-In. GYP. BOTH SIDES 5.0 � �-im FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) � DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION WOOD STUDS 2x4 UNPLASTERED SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER -DUGT5 SHALL BE SUPPORTED EVERY DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING 4O FRAME HALLS PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE D15POSAL 10 FEET OR IN ACCORDANCE W STANDARD WITH WHICH WITH THE COMPLIES AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURERS INSTRUCTIONS O , WHICH IS VISIBLE IN THE FINAL . INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: 3 THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMB055ED, OR BE A cl<4 Q RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND 2x4 ® I6-In., 5/6-In. GYPSUM, Qr THE FOLLOWING I.. INCLUDED FOR THE INSULATION MUST BE COVERED WITH A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/5-In. SIDING lI O Rftfflifl IS DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF 'THE PAINTING VAPOR RETARDER. DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE MANUFAGTURE'5 DE51ONATION 2x6 a 16-In., 5/5-In. GYPSUM, ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES 12.0 INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/6-in. SIDING CONTRACTOR TO REMOVE t PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A SECTIONS R306.4.1 THROUGH R306.4.7 SHALL BE CONSIDERED TO BE U V v v m EXTERIOR STUD WALLS WITH BRICK VENEER 46 RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THERE MEANS FOR BALANCING, AIR AND SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING .0 6" DIAMETER EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. R306.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, OLA55, FRAME AND SASH 5.0 REFLECTIVE WHITE WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED PANEL OF 5WINOINO, SLIDING AND 51FOLD DOORS SHALL BE CLAY BRICK WYTHES: THAT THE OWNER GHANOE5, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED BE A HAZARDOUS LOCATION 4 IN 3a.O SITE WORK OrINER FOR THE FULL R308.4.2- GLAAZZ ING ADJACENT TO ODOR- GLAZING IS LESS THAN 60 6 IN 7a.o STAKEOUT IS TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 LICENSED SURVEYOR. STAKING AND INTERIOR WOOD 5URFAGE5-APPLY TO AUTOMATICALLY ADJUSTING, THE EITHER OF THE FOLLOWING- 16 IN 155.0 go-` c CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF W LAYOUT ARE TO ESTABLISH ALL LINES - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BA5E5, THE LARGEST ZONE. -GLAZINO IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THICKNESS (IN INCHES) 4 b 5 10 1 12 DATA ON DRAWIN55. IN CASE OF H/AC ONE GOAT WOOD FILLER OR STAIN DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITY OF UNIT (105 PCF) v DISCREPANCY, SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: RECEIVE AN IN-SWINO DOOR NO GROUT 22. 24.0 51.0 37.0 45.0 z p PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING, -SEPARATE ELECTRIC METERS ARE CLARIFICATION FROM ARCHITECT R308.4.3- GLAZING IN WINDOW w ROOMS 4 CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. X z0 PRIOR TO PROCEEDING. EXCAVATE - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN Q SQ.FT. (GROUT SPACING) AND BACK FILL FOR WORT: AVD LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT 46 IN. O.C. 2a.o 38.0 47.0 55.0 REFLECTIVE RED INDICATED -BOTTOM EDGE OF GLAZING 15 LESS THAN I6 ABOVE THE FLOOR PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: 40 IN. O.C. 0.0 40.0 4Q.o 57.o O v ON DRAWINGS. STOCKPILE TOPSOIL - TOP EDGE OF GLAZING IS MORE THAN 36 ABOVE FLOOR AND PANTONE # 187 v EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED „ 32 IN. O.G. 52.0 42.0 52. 61.0 0 0 OBTAINED FROM STRIPPING DRIVEWAY GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBUSTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36 , MEASURED 24 IN. O.G. 54.0 46.0 57.0 67.0 m v AND BUILDING SITE. STOCKPILE ALL HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 16 IN. O. C. 40.0 55.0 66.0 '19.0 �� FRAMING, AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS v z U1 N O EXCAVATED MATERIAL. NEW AND 308.4.4- GLAZING IN OUARD5 AND RAILIN55 FULL GROUT 55.0 75.0 C15.0 115.0 JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED O Iu W EXISTING, BACK FILL MATERIAL AND R308.4.5- OLAZINO AND NET SURFACES- BATHTUBS, 5HOWER5 WHERE 0 Q n z TOP501L ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUOLA5 GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, THE BOTTOM EXP05EP EDGE OF GLAZING 15 LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASGE STANDARD - MINIMUM DEVON FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE DESIGNATION FOR STRUGTUR '' m m TREE ROOTS, ROCKS AND DEBRIS. MEASURED VERTICALLY ABOVE ANY STANDING, OR W1AL,�iGINO DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH PRATT t CONSTRUCTION PROVISIONS OF THE different dead load OTHER STRUCTURES -ASGE?-16 COMPONENTS THAT ARE F ALL SURPLUS MATERIAL THAT IS � SURFACE O N � WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. CABOTS, BUILDING CODE OF NEW YORK STATE, values for differ (PGF) TRUSS TYPE CON5TRU ION i" t- Q UNSUITABLE FOR BACK FILL MATERIAL - R306.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING 2 �jT'>zQ{« � ,� N N Q SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLU5KYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN - CDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY SOLID CONCRETE MASONRY UNIT WYTHE5; O O PROTECT ALL TREES WITHIN EIGHT 56" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHE5 THICKNESS (IN mm) 4 6 6 10 12 FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING GODS, AS APPLICABLE. STAIRWAY LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS ■ "F" FLOOR FRAMING, INCLUDING APPROVALS MUST BE OBTAINED DENSITY OF UNIT (105 PGF) 4 PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS -OLAZINO 36" OR LE55 MEASURED HORIZONTALLY FROM THE 32.0 5I.o �&-ql.O o7O 1O5.o m ry _ } BEFORE COVERING ANY EXXGAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: DENSITY OF UNIT (135 PGF) 56.0 60.0 0 102.0 124.0 ■ GIRDERS AND f3EAM5 WALKING, SURFACE DEN5ITY OF UNIT (155 PGF) 41.0 4.0 .0 I10.0 155.0 "R" ROOF FRAMING a WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR, LANDING r STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP * WEIGHT5 OF MA50NRY INCLUDE MORTAR BUT NOT PLASTER. FOR z LDING "FR" FLOOR AND ROOF FRAMING CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 36 ABOVE THE LAN>DINS AND WITHIN st RDSPNDCODEs A 60" HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM PLASTER, ADD 5 Ib/ft� FOR EACH FAGS PLASTERED. VALUES SAMPLE-TITLE 19 NYGRR PART 1265.4 ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING, THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN TREAD NOSING GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A PLACE ENGINEERED WOOD PLACARD "OUR-O-WALL" REINFORCINO EVERY AND DIAGONAL BRACING, OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. ON OR,ADJACENT To ELECTRICAL METER sox THIRD COURSE. FILL TOP COURSE JOISTS AT &' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A GIRGULATINS SYSTEM. l SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING, HOT WATER FOR ALL DOW5 A5 PER ON FALL PROTECTION TO BE PROVIDED 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 PUTTY AND S X PARTS SAND OR ONE AL UNSUPPORTEDNE PART LIME GAP PLATES TO O BEFDOUBLEDD ON GEEIL NOARD TO S UNLE55 OTHERWISN HALLS END I/2 PIPES TO THE LEVELS ON TABLE I. _ - TRU55 DE51 O NAT I ON S I O N z PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. GIRGULATINS HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT CEILING HABITABLE SPACE, HALLWAYS ANDtu PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING, HOT OF BASEMENTS CONTAINING, THESE SPACES SHALL HAVE A HOT WATER SCALE: NTS - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS TOILET CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I.CONCRETE OCCURS, USE MIN. I6&A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ,ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A GEILINS HEIGHT OF NOT n, z NO CONCRETE OR MASONRY WORK JOINT HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FIN15H GRADE LE55 THAN 6 FEET 8 INCHES 1u OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: 1I-i SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION:TEMPERATURES OF 40 DEcSREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING, FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TABLE 1: MINIMUM INSULATION THICKNESS FOR GIRGULATINS HOT WATER PIPES � Q AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THIGKNE55 IN INCHES BY PIPE SIZES BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55OF MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILINO HEIGHT OF NOT HEATED WATER NON-GIRGULATINS RUNOUTS GIRGULATINS MAINS AND RUNOUTS Q ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" WITHOUT WRITTEN PERMISSION OF THE BE 3 I/2". USE DOUBLE JACK STUDS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET ARCHITECT ALL GONGRETI:: IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE ASTM F20a0 2. THE GEILINS HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-180 0.5 I.O I.5 2.0 MIN.ARCHITECT P.S.I. AT C DAYS 4,BE LENGTH. NATIONAL ELEG L COMPLY GODS AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF 140-160 0.5 0.5 Lo 11.5 �] O PSI FOR GARAGE SLAB. PROVIDE ALL CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN SHALL NOT BEING USED FOR ITS INTENDED PURPOSE STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO 100-150 0.5 0.5 0.5 11.0 SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR AREA OF THE WIDOW UNIT TO �-- REQUIRED BY NY5 CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQGUIREDUIRED BY SECTION R310.2.1 O INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES IUD � IO.. FOOTINGS ARE TO BE A MIN. 6" DEEP BEARING VALUES OF SANDY GRAVEL ANO. CONVENIENCE OUTLETS SHALL WITH ROD d SHELF, ALL LINEN PROJECTING 6 ON EACH .31DE OF THE e AND/OR GRAVEL AT 2000 LB E � z 5 R BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES ByY PIPE SIZE z FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. „ CONSULT ENGINEER IF DIFFERENT 501L ALL 5WITCHED TO BE LOCATED 36" TYPES RANGE (F) 2 RUNOUTS I AND LESS 1.25 TO 2 2.5 TO 4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS I Ll SLA55 TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 O Q WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 I.O I.O I.5 13 rz w CONCRETE SHALL BE HOOKED 5/&" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND 0 STEAM CONDENSATE i O FAUCETS TO BE SUPPLIED BY OWNER (FEED WATER) ANY I.O I.O 1.5 2.0 cV � 12" AT MAX. 3' O.G. PROVIDE BITUMEN cV 9 U) AND INSTALLED BY CONTRACTOR COOLING SYSTEMS EXPANSION JOINTS HALLS. =N SLABS N Q z NOTE: ALL NON-ENGINEERED LUMBER AND FOUNDATION WALLS. TO BE DOUOLAS FIR #2 OR BETTER 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 lu X BY OWNER AND BRINE 120-200 0.5 1.0 I.O I.5 OQ N La 1 Load bearing or JOIST DETAILS ( ) g " Y w ,. Plate nail-16d 0.135"x 3/" 1Yz round holes may be 7 above(must stack over wall below) Plate nail,16d'0.135 x 3 Yz") at 12"on-center + ® Load bearing or braced/shear wall above cut anywhere in web + Plate nail, 16d(0.135"x 3Yz'") When sheathing thickness exceeds;/", 2x stud wall at Floor panel nail- Blocking panel: %"TJ Rim Board, (must stack over wall below when present) u ALLOWABLE HOLES - TJI® Joists outside of hatched zone if at 15'on-center at 16"on-center - P 1 ,: Blocking panel: trim sheathing tongue at rim board 16'on-center 8d(0.131"x 2Y2'")at 6"on-center JI''c 1Y2'TimberStrando LSL or wall load bearing they are located 3' away Web stiffener 1 TJI oist. wall above Min.distance from Table A Min.distance from Table B horizontally 1�"TJ`�'Rim Board,1X4'or NPlate nail-16d 0.135"x y" Blocking panel: (edge-to-edge)from a m,.•v..„„,., .,�„_ ...o. „xi required on both ( ) , A R C H I T E C S" 1Yz"TimberStrand- t.SL or q Web stiffeners required on 2x4 minimum Web stiffeners 1/8"TJ Rim Board, DO NOT larger hole.at 16"on-center* g sides at A2W ONLY both sides at A3.4W ONLY ua " • cut flange. TODD O'CONNELL C. TJI 'joist Floor panel nail- Sheathing sq sh blocks required each side 1/a"or 1Yz TimberStrand- LSL 9 • ; RCH H ITECT P.C. 8d(0.131"x 2%")at 6"on-center* boundary nails, at B3W ONLY or TJI"joist 8d(0.131"x2Y2'") %"or1Y2" Rim-to-joist Web Stiffeners required at 4"on-center TimberStrandr' Y,6 Web stiffeners 6" O •• 0 6" TODD O'CONNELL, AIA nail each side at A3.-W LSL rim board. 61 B1W required on both Toe nail-10d(0.131" sides of both joist 6" L, 2 x D1 D, Closely grouped round Lz 2 x Lz Dz g 1200 Veterans Memorial Highway Toe nail, foe nail, 1Y8'TJI Rim Board, When sheathing x 3")at 6"on-center ends at 64W ONLY No field cur minimu holes are permitted ff minimum No field cut Do nor cut Suite 120 1 Od(0.1311.x 3") '1 Od(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds$", 1 Z Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes in holes larger Hauppauge,NY 11788 at 6"on-center at 6"on-center End of joists at cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1 z"in 1Y4'or 1 y"TimberStrand' LSL. trim sheathing tongue min. on both sides at B1W centerline zones zones cantilever round or square holes. TJI rim joist at rim board and B2W ONLY reinforcement. q P(631) 650-6666 Web stiffener Toe nail-10d(0.131"x 3") of support Table A - End Support F 631 650-6667 required on both Must have 1%"minimum at 6"on-center* Install proper blocking to Blocking panels may be required pp ( ) * sides at Al W ONLY * joist bearing at ends.Attach �c support all panel edges B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support C(516)658-0325 Al Al W A2 A2W rim joist perA3 detail. A3 A3.1 A3.2 A3.3 walls above or below-see detail B1 B3 B3W below-see detail B1 B4 B4W JOIST TJI' ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.1 eA3.2 eA3.3 * For additional installation specifications see Rim BoardA3.4* DEPTH 2" 3„ 4" 5" 6yi' 7" 8%" 11" 13„ 2" 3" 4" 5" 6yi, 7" 6%•' 11" 13"For additional installations ecificati°ns see Rim Board Details and Installation inA3.4 ONail through 2x cantilever,wood backer and P A3W O „ ® � - . 110 1'-0" 1'6" 2'-6" 3'-0" 6-0" 2'-6" 3'-6" 4'-6"Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. W Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ Rim Board or 1Ya"or 1y TimberStrand Blocking TJI,joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1'-s" z'-s" 3'-0" s'-s" 1'-0" z'-o" 2'-s" a'-o" 5'.0" for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. sY„ 230 1'-6" 7-0" 2-6" 3'-6" 6-6" 1'-0" 2-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y2')nails with 3Y2'TJI' 360 r-6" 2'-0" 3'-0" 4'-0" 6'-0" r-6" 2'-6" 3'-6" 6-0" 5'-6" connections equivalent to floor panel schedule. joist flange widths. 560 r-6" 7-6" 3'-6" s-0" T-0" ' ® 7 q P 1 9 z'-o° 3'-0" a'-o° s'-s" s'-o° 6'-0"length of TJI joist 8"diameter maximum hole for 11 8 - 1Y"TJ'Rim Board 1X4"or 1Y2'TimberStrand' 110 r-a' r-o° 1, z'-o" 7-6" 3'-0" 6-6" r-0" r-6" 7-0" 2'-6" 4'-6" 6-0" 6'-0" 16'deep blocking panels;6"diameter reinforcement and filler P 9 P 210 r-o" r-s" 2'-0" z'-o" 3'-0" 3'-6° s'-o" T-o" r-s" z'-s" 3'-0" s-o" s-s" s'-s° 4'-0"length of 7 "_ LSL.Nail with 1 Od(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 r-0" r-6" z'-0" 2%6" 3'-0" 3'-6" s'-6" r-0" 2'-0° r-s" 3'-s° s-s° s-s" T-0° r .," r 9 8"diameter maximum hole for 11/ block. Use 4'-0"length maximum for blocking panels 9Yz" 1 3/4'reinforcement 1 " 7 :: ® one each at top and bottom flange. 360 1-4- 2'-0" 3'-0" 3'-6" a'-6" 5%0" T-0" 1'-61, 7-6" S-6" 4'-6" 6%6" 6'-6" T-6° :' r T_- `�� 16"deep blocking panels;6"diameter with 9/ and 11/ TJI eep or shorter than 12"long. with one 8d(0.131"x 2y") - . 8' diameter maximum hole for Attach reinforcement to joist nail at each corner Do not cut flanges. Y ) ` on one side at E2, maximum far blocking panels 9y" joists. g 1 F1 applies to Web stiffeners 11Y8"-16"deep blocking panels; both sides at E3 g P with one 8d(0.131"x 2Y2") 110 i,o,, 1-01, 1-0" 4 0 5-s 2-0 3;-a, 5;-s„ r-o, 1 0" T-6„ 2'-0„ 3,-6" 4%0" 6%0° 8': deep or shorter l2"long. Horizontal blocking uniformly 210 1.0" r-0" r-0" r-6" 7-0" 2'-s" 3-s 6-0 1-0 1-o z-o 2-s a-o 4-s s'-6" 6-6" Load from above required on both 5'diameter maximum for Do not cut flanges. 1Y"TJ'Rim Board 1Ya"or 1%" nail at each corner '�.; ,; _ - 1 g panels between each loaded joists 14" 230 r-0" r-0" r-0" 1%6" 2'-6" 2'-6" a'-o" T-0" r-o" r-0" 2%0" 3'-0" 4'-0" 5'-0" T-o" 9'-0" sides at E1 W ONLY blocking panels 9/"deep or TimberStrand®LSL. Nail with joist. Nail to top plate with only. 360 r-0" r-o" r-6" z'-6° 3'-s" 4'-0° s-s" 8% T-o" r-6" 2%6" a'-0" s'-o° s'-s" 8'-a' 9%6" shorter than 12"long. + 1Od(0.131"x 3")nails,one 12"length of Y4' connections equivalent to Wood off` 560 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 5'-0" 7'-0" 7'-6" 9'-0" 10'-0" Ys" Do not cut flanges. 1Y8"TS'Rim Board or 1Xa or 1/z each at top and bottom flange. reinforcement on floor panel schedule. backer a��e� t,�11 110 r-o° r-a' 1'-0" r-o" r-o" r-o" r-a' 3'-0.. s-o" r-0" r-0" r-0" r-6" 3'4' 3%0" 5%6" T-6" TimberStrand®LSL. Nail with 10d one side at E5, 3 „ �e5 tna�ti��e aso 210 r-o" r-o" r-a' r-o" r-o" r-s" r-s" 3'-6" 6'-0" r-0" r-0" r-0" 7-0" 3'-0" 3'-s" s'-s" 8'-0" 0.131"x 3" nails,one each at Attach reinforcement to 12"length of/a Zip\e�e� c t��oa 1s" z30 r-o" v-0" i-o" r-o.. r-s^ r-s° 3'-0" 4'-0" T-o" r-0" r-0" r-o" 2'-0" 3% 4'-0" T-0" 9'-0" 11'-0" ( ) both sides at E6 1\� top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side °a�ti��9�r la��o 560 r-o" r-o" r-o" r-o" z'-6° 3'-0" 5'-0° 6'-s' 10'-0" 1-01, 2'-0" 1%6" 4'-0" 6'-6" T-o" 10-0" 10%0" 12'-0" 1 Od(0.148"x 3")nails at 5' blocking between at E7,both sides at E8 F1 �e Attach reinforcement on-center,clinched. Use 2 each joist 4" 6" 7" 8" 10" 12" 14y; 16/" 4" 6" 7" 8" 10" 12" 14%' 16%" Ln 2x4 minimum to joist flange with O 1 " 7 " E7 E8 Less than 5" g 2' ct` rows with 9/ and 11/8 Less than 5" 16„ 360 1'-o" 1'-0" 1'-0" 2'-0" 4%0" 6-6" 9'-6" 1'-0" 3'-0" 4'-6" 6'-0....... 13'-6" m squash blocks 1 8d(0.131"x 2%")nails at 6' �ay`R` TJI' joists. * 560 r-o" r-o" r-a' 2%0" 4'-6" T-0" 10'-6" 2'-0" 5'-0" 1a'-o" LT 1/8"TJ' Rim Board or 2 \��R` on-center.When reinforcing E5 E6 Gap • WEB STIFFENER ATTACHMENT 20„ 360 r-o" r-o° r-a' r-0" r-0" a'-0" T-0" 10'-0" 13'-6" 15'-6" ry CS Use 2x4 minimum squash blocks to 1Xa"or%"TimberStrand'LSL. Face grain �a� both sides,stagger nails. Y8"minimum 14'-6" 15'-6" transfer load around TJI®joist Nail with 1 Od(0.131"x 3") horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1„ 23/4"maximum O E1 E1W nails,one each at top and E2 E3 (1y"for TJI'" Nailing: Table B - Intermediate or Cantilever Support 1106 1-- # Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. g PP v App/ysubf/oor TJI'5joist blocking with end JOIST TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE F�- - Structural exterior sheathingWeb stiffener both sides. DEPTH adhesive to all blocks installed at joist-span * z'• 3•' a" s" 6y2' r• 8/" 11" 13" z" 3" a" s" syz' T' s%" 11' 13" Flush bearing plate required. Flashinglocations using See table below. With point load from above,and no support Hanger height contact surfaces ( �) Tight fit* beow,install web stiffener tight to to 210 2 0 z-s" 3'-6" a'-s" 7'-s" 1'-6" 2'-6" 3'-6" 5'-6" T-e" 9 g Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum Y4"overhang g (gapat bottom flange) g top sy: +10 z'-o" z z0 9 9 two 8d 0.113"x s" 3'-s" 5'-0" 8'-0" z'-o" 3'-0" 4'-0" s'-s" T-s" be a minimum of 60•1 Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x nails or 330 2'-6" 3'-0" 4'-0" 5'-6" 8'-6" ofjoist depth (� Nailing2%0" 3'-6" 4'-6" 6'-6" T-6" V nails when possible. flange with face mount hangers). ledger �5pa 2y"screws, ® Depth Minimum Web Requirements 360 3%0" 4'-0" 6-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-s" 8%0" Z Clinch nails when possible. See fastener �3�0\5 �a� typical TJI Joist Series (in.) Stiffener Size Type Number Nails 560 3'-6" 5'-0" s'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 6-0" 9'-0" H 1Y8"TJ Rim Board or 1Ya" �c End Intermediate ++o r-o" T-o" r-6" 2'-6" 4'-0" 4'-6" 6-6^ T-o" r-6" 2'-6" 4'-0" T-0" T-0" 9%6" table below. Maintain p or%"TimberStrand LSL. 110 All %"x 2%6",,, 210 r-o" r-o" z'-a' 3'-0° a'-s° s-o" s'-o° r-o" z-a' 3'-0" 4'-s" 8'-0" 8'-0° 10'-0.1 } 1 2"distance(minimum)from 8d 11%" 230 r-o" 2%0" 2'-6" 3'-6" 6-o" 6-6" 1o'-a' 1'-0" 2'-6" 3'-6" s-0" 8'-6" 9'-0" 10'-6" m ° 8' 210 All Y4"x 25/6'"' z F h tY Sri Top mount edge of ledger to fastener. 360 2'-0" 3%0" a'-0" 5'-6" T-o" T-6" 1r-0" 2'-0" 3'-6" 6-0" T-o" 9'4' 9'-6" 1r-0" o 0 230&360 All %"x 2%s"" 0.113"x 2Yz'") 3 3 560 r-s" 3'-0" 4%6" F-6" V-0" 8'-6" 1z-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 1r-o" 1z-0" o hanger •• Option#2: Q��Q ��U Fastener Allowable Loadi)(lbs/bolt) 2x_strapping installed atY3 16d 110 r-0.1 r-0" r-0" r-0" 2'-0" r-s" 4'-6" 8'-6" r-0" r-0" r-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" tll kj Backer block y2 Through bolt joist-span locations using two 560 All 2x4"' 210 r-a' r-o" r-o" r-a' 2'-6" 3'-0" s-s" s'-s" r-o" r-o" r-o" 3'-s" s'-o° T-o° 10'-0' 13'-a' Face mount both sides of web Rim Board Material y"lag bolt y"Through bolt with Air Space (0.135"x 3Yz) 1a" 230 1'-0" 1'-0" 1'-0" z'-0" 3'-6" a'-o" s'-0" 10'-s" 1'-0" T-0" z'-6" a'-0" 6'-6" T-6" 11'-0" 13'-6" O } hanger 2Y2"screws per joist,typical a with single TJI joist I%"TJ Rim Board 480 695 18" 4 4 360 r-0" 1'-0" 2'-a' 34' 5'-6" s'-0" 8'-6" 12'-6" r-0" 2'-a' 4'-0" 6-6" 9'-0" 10'-0" 12'-0" 14'-0" z O N [A 1 4'TimberStrand'`'LSL 610 725 615(^) Option#3: 560D 29' 2x4(2) 16d 5 5 560 1'-0" 1'-0" 1'-6" 3'-6" 6-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-o" 10'-0" 11'-0" 13'-6" 15'-0" q Z In Web stiffeners required if sides of With top mount hangers,backer block required only 1 Y2'TimberStrand LSL 675 725 Directly applied ceiling 22""' (0.135"x 3Y2') 6 11 110 r-0" r-0" r-o" T-0" r-0" r-0" 2'-6" 5-0" 8'-6" r-o" 1'-0" 1'-0" T-0" 3'4' 4-6" 8'4' 11'-6" 15'-0" p m O lu H1 hanger do not laterally support at HZ H3 24""' 6 13 210 r-o° r-o" r-o" 1'-a' 1'-0" 1'-0" 3'-6" 6'-0° 10'-0" r-o° 1'-0° r-o" r-s" a'-s° s'-s" 10'-0" 12'-s" 1s'-o" F- �[ 3 0 for downward loads exceeding 250 Ibis or for uplift O (1)corrosion-resistant fasteners required for wet-service applications. O least/8'of TJI joist top flange LA 2 Allowable load determined in accordance with ASTM D7672. PB1 When specified on the layout,One of V11 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-01, 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" X Z V conditions. For nailing requirements see page 5 TJ- ( ) O O (1)PS1 or PS2 sheathing,face grain vertical w W v O 3 %"TJI'Rim Board is allowed with joist depths<l6"onl the bracing options above is required 36o 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1%0" 2'-6" 6-6" 7'-0" 8'-0" 13'-0" 14_6" 1T-0" 3 9001,Weyerhaeuser installation Guide forFloorand O j P Y• (2)Construction grade or better sso r•o° r-0" r-o" r-o" 2'-6" 3'-6" T-0" 1r-a' 1s'-o" r-o" r-o" 3'-s° s-s° s'-o° 10'-0" 1a'-s" 1s'-0.. 18'-0" 4 o F T O ® ? z - V I- (4)Maximum YZ'shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI 560D Joists , , „ 3 „ 3 „ �_Qr Roof Framing, TJ-9001. ( ) Y q a' s" 7 8 10" 12' 1a/;' 1s/, 4 s" 7" s' 10" 1z" 1a/< 1s/, a-< FASTENING of FLOOR PANELS o 18" 360 1'0" 1'0" 1'-6" 3'0" 6'0" 9'0" 14'_6" 1'-0" 4'0" F. 9'-0" 14'-'7 16'-6" 19--0" H BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0., 10'-0" 15'-6" 1'-0" 6'-0" 8'-s" 11'-6" 16'-6" 18'-0" 19'-6" O �m TJI'I+11z1 Rim Board TJI®Joists 110 210 230 or 360 360 560 560D 360 1'-o" 1'-0" 1'-0" r-0" 3'-0" 6'-0" 11'-0" 15'-0" 1'-0" 1'-6" 4'-0" T-0" 12' S1- F- 13/4" 2D„ BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1%"TJ' TimberStrand'LSL TimberStrarli Microllam° Paraliam° De t r • r z „ z „ 560 1'-0" 1'-0" 1'-0' 1'-o,, 1'-6" 5'-6" iv-s" 15'-6" v-0" 3'-0" s'-o" 8'-s" 14'-0" 17'-s' 1s'-o" zo'-s" 0 BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Rim Board 1Y, 1 z or wider LVL PSL P h 9Yz"-11/e 14"-16" 9Yz"-11/a 14"-16" gYz_11/ 14"-16" 18"-20" glongestu m� m z 11/s 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of side. Q • Leave Ys"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x 2y"),8d(0.131"x 2Y2') 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+%" 2x8+%" 2x6+Y2" 2x8+Y2' 2x12+Y2' Two Two Two Four 3/"x 15' w�ILI- U pZ 1Y8'TJ'�Rim Board or Strap per code If top plate - 2x6 2x8 Tables are based on uniform load tables in current design literature. qC 10d(0.148"x 3"),12d(0.148"x 3Y4') 4"l3) 4"(3) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located t S 1Ya"or 1 YZ'TimberStrand'' is not continuous over 4 , 2x6+3 " 2x10+3 " 2x6+ " 2x10+ � 16d 0.162"x 3Y2') 6" 6" 16"l) 6"(5) 6"I5) 6"(6) 8"1 ) 6" Cantilever Filler 2x6 2x10 /s Yz Y" Not at the center of the joist span provided that no other holes occur in the joist. V Sri " LSL or blocking for lateral header { sheathing sheathing sheathing sheathing Not applicable ~ O U co support (1)Stagger nails when using 4"on-center spacing and maintain%"joist and panel edge distance.One row of fasteners is permitted(two at abutting {Detail E4) 4'-0"long 6'-0"long 4'-0"long 6'-0"long 4-9'long 6'-0"long applicable t�o S �� m panel edges)for diaphragms.Fastener spacing for TJI"joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block l+) ALLOWABLE HOLES - Headers and Beams - Z Strap per code if top t. blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'joists. (Detail F1 5/"or 3/4' %4'or%" %"or 1"Net 2x6 2x8 2x12 Two%"x 15" late is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. 1.55E TimberStrand LSL Headers and Beams - q P or H2) sheathing ly over column (3)With 10d(0.148"x 1'W)nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the IX To mount Filler 16d(0.135"x 3Y2') po P ••� (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Nail Size 10d(0.128"x 3'� largest hole(minimum) Q 4�u1 O Q� U (� hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Backer 10d(0.128"x 3") Protect untreated Y3 depth Allowed hole zone Column Face mount (6)Can be reduced to 3y"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Filler 15 one side 15 each side 25 each side wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail hanger Quantity(2) 15 15 15 15 Contact with recommendations listed above. Backer See current Weyerhaeuser concrete ■Maximum nail spacing for TJI' joists is 18"on-center. V V V V L1 L2 L3 Y L4 g P y ( z penetration of 1"into the TJI®joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain gap at top of joist;see detail W Filler and backer block 0 E& ■14 a.staples maybe substituted for 8d 0.113"x 2Y")nails if minimum dimensions should accomodate required nailing without splitting 12"minimum for backer blocks and 24"minimum for filler blocks o 0 0 0 0 0 O O O literature for framingconnectors a s P 9( ) 1Hea E TimberStrand' LSL ■To minimize splitting,maintain edge distance and row spacing of 2%x nail diameter or 38",whichever is greater. (2)clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at least Y2'and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the weyerhaeuserinstallationGuide for Floor Depth Hole Size and Roof Framing, TJ-9001. 9Y4"-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8„ 8" 11Ya"-11 Y8' 3Y8' Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" 4;/" Piece #of Fastener TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed Ihole zone Width Plies Type"' Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with W sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. lu 10d nails 3" 3 • Round holes only X BEARING AT 12" side so they fall halfway between • No holes in headers or beams in plank orientation. v COLUMN 2 12d-16d nails 3 Y4' 2'2) One side fasteners on the first side. Z Q Screws 33/"or 3y" 2 24" H2 Other Trus Joist® Headers and Beams ' 10d nails 3" 312' Al � Z 12" Both sides Rim board joint ' , DO NOT bevel cut joist Microllam' LVL B O 12d-16d nails 3 Y4' 2'2 E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand" and Parallam'PSL 3 beyond inside face of wall. O 13/4 Screws 3%"or 3%" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the V Load must be applied even) across face of support member. largest hole minimum Q Z Z 2 24" PP Y Y3 depth V g' One side entire beam width.Otherwise,use pp 9 (minimum) Verify column capacity 10d nails"' 3" 3" connections for side-loaded beams. DO NOT cut,notch or drill {p One side holes in headers or beams L5 and beam bearing 12d-16d nails"' 3 Y4" 212) 12 (per ply) d except as indicated in W ZO W W 0 O length.See current 4 Weyerhaeuser literature. 5"or 6" Both sides o 0 o illustrations and tables. Q V Q La 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 34" One side 0 form a header or beam of the required size,u to a TJI'rim joist lY1 11) �� Microllam LVL and Other Trus Joists Beams m ry • 1J8"TJI'Rim Board or Parallae PSL Header or Beam Maximum Round r ry (V m 5"or 6" Both sides maximum width of 7" L3 1Y4'or 1 Y2'TimberStrand LSL. allowed hole zone Depth Hole Size N f Q 2 Screws 2 24 One side O 3Yz" 6�" A2 YZ'bolts 8" 2 24" - middle span 43/" 1" N ' d 1.3E TimberStrande LSL allowed hole zone d 5Yz 1Xa COLUMN DETAILS (1)1 Od nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOe B1 L1 7y4'-20•• 2" (2)An additional row of nails is required with depths of 14"or greater. H1J-k See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2 from the rows in the ply below. General Notes 62 M ON • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only A NAILING AT BEARING FLOOR No holes in cantilevers. COLUMN CAP (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 63 • No holes in headers or beams in plank orientation. 1Y"TJ®Rim Board or (Load bearing wall above) 1y"or 1%"TimberStrand' LSL. Joist may be shifted up to 3"if Use B1 or B2 at One 10d each x e floor an rating a is supported P WARNING Z nail into each flange P g PP B4 intermediate bearings ^ One 8d(0.113"x ZYZ') g and span rating is not exceeded. with load bearing Or nail each side. Drive Do not cut joist flanges. g Joists are unstable until braced laterally t P1 nails at an angle at Plumbing Drop braced/shear all • Blocking Bracing Includes: LH �J 0 least 1Yz"from end. End of joists from • Hangers • Rim Board • Rim Jolist lu 3Y"minimum at centerline COLUMN BASE 3 , bearing intermediate bearing Also see detail B2 of support 1/a minimum end be g l +•-i +'+- l�- single-family applications 5Y4'may be required for maximum H1 (� ,' 1 Shear transfer:Connections equivalent capacity O - - LU lu to floor panel nailing schedule d d Rim to TJI(D Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building y� ° O until braced. that are lying flat, materials on unsheathed j� ::.y:*,: •''",;'��.�. 1 e"TJ''Rim Board, �, TJI 560 rim joist:Toe Additional joist is required if (� or or 1 11 TimberStrand LSL. 1 q INJURY MAYRESULT, joists.Stack on/ over )�] or TJI 110 rim joist: nail with 10d(0.128"x 3") floor panel edge is unsupported L4 '. . ° � Y nails,one each side of or if span rating is exceeded. O a• : ' WARNING NOTES: beams or walls. I ' ' P2 One 10d(0.131"x 3")nail into TJI`'joist flange TJI'560 P 9 O LA Exterior Deck DO NOT use sawn Lack of ro r bracing during construction can result in serious each flange O Attachment P g g (� O floorjoist .; ;• lumber for rim O /1 TJI 210,230,and 360 rim joist: a v Structural accidents. Observe the following guidelines: board or blocking, O -^ One 16d(0.135"x 3Y2')nail into INSTALLATION TIPS � ° sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI'joists must be completely installed and properly nailed. v J ELEVATED ° as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be each flange. •Subfloor adhesive will improve floor performance,but y COLUMN BASE � � P P ° after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1%"minimum bearing With depths>16",use TJI 360 rim joist. may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. Locate rim board joint between joists. Top View O Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or O •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Von-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details 61 and 62). Packing out the web from direct contact with See ALLOWABLE on-center for TJI*'110 joists)and 4.Sheathing must be completely attached to each TJI"'joist before additional loads can be placed on the system. l� of a TJIe'joist(with web stiffeners)is not a substitute concrete 1Y2'knockouts ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. z 1Y"TJ'Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. %4"or 1 Y2'TimberStrand''LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California (� partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer. For more information on Proposition 65,visit wy.comfinform. O Optional plumbing or HVAC. P3 non-shrink , flush with inside face � NINIABLE Drive nails at an See framing plan(if applicable)or r of wall or beam A }U grout One 10d(0.128"x 3")nail each lu angle to minimize Weyerhaeuser Installation Guide for Floor Additional joist at plumbing drop(see detail). A4�. MW�TRY 4J Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of � r M side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum �'/ weyerhay.-User drBrt�d Soirelnp Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. ry m >1y"minimum from end end and intermediate bearing lengths. A Weyerhaeuser �e N (I z > May 2020 Reorder TJ-4015 pr (V < ■ This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. < In d 0 0