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Home My WebLink About48326-Z ls0 1pG , Town of Southold 9/21/2023 C, P.O.Box 1179 ! 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44554 Date: 9/21/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 75 Gillette Dr., East Marion SCTM#: 473889 Sec/Block/Lot: 31.-6-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/5/2022 pursuant to which Building Permit No. 48326 dated 9/23/2022 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(modular)with covered front porch as applied for per ZBA#7643, dated 7/21/2022. The certificate is issued to Karalis,Chris of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-0814 8/17/2023 ELECTRICAL CERTIFICATE NO. 48326 8/17/2023 PLUMBERS CERTIFICATION DATED 8/25/2023 C ue lu bing& tin y 9-1--� Au o 'ze gnature TOWN OF SOUTHOLD ,�o�guFFQ� c0� Gyr BUILDING DEPARTMENT w x� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48326 Date: 9/23/2022 Permission is hereby granted to: Karalis, Chris 274 Rushmore Ave Carle Place, NY 11514 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 75 Gillette Dr., East Marion SCTM #473889 Sec/Block/Lot# 31.-6-2 Pursuant to application dated 8/5/2022 and approved by the Building Inspector. To expire on 3/24/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,211.60 CO-NEW DWELLING $50.00 Total: $2,261.60 Building Inspector SOUjyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ Jamesh _southoldtownny.gov Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Karalis Address: 75 Gillette Drive city:East Marion st: New York zip: Building Permit#: 48326 Section: 31 Block: 6 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Anything Electric Inc Electrician: Donald Welch License No: 5220-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200 A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 1 100 amp breaker, 1 90 amp breaker,2 30 amp double pole breakers, 6 20 amp double pole breakers,4 15 amp breakers, 2 15 amp afci/gfi breakers,4 20 amp afci breaker Notes: 3 20 amp afci/gfi breakers MODULAR HOME Inspector Signature: LDate: August 17, 2023 75 gillette dr pf S0�/fyo Town Hall Annex Telcphonc(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 :'.. .�__. •... BUILDING DEPARTMENT TOWN oFS®uT AUG 2 5 2023 BUILDING DEPT. TOil W7?I' 01TnA t(.'.LT CERTIFICAT.IO-N Date: 2 Building Permit No. 53z Owner: (Please Tint) 'f& /f�Ale Plumber: (Please print) I certify that the solder used in the water supply syste7contains than 2/10 of 1% lead. (Plumbers tgnature) Sworn to before me this a 5th day of All QU 20 23 NotaryPublic, ty TRACEY L.DWYER NOTARY PUBUO,STATE OF NEW YORK NO.OI DW6POM CMALIFIE0 IN SUFFOLICCOUNTY COMOSSION EXPIRE$JUNE OF SOUTyy� -- # # TOWN OF SOUTHOLD BUILDING DEPT. couKtv, 631-765-1802 INSPECTION r4/FOUNDATION 1 ST Pfp [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O W] E7NL REMARKS 0-,_&AVY &A. I rf((L., Al�A� DATE Ml� A, INSPECTOR -- "Il TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 . INSPECTION [ ] F NDATION 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 [ ] PRE C/O [ ] RENTAL REMARKS: i f �4✓1 �� V(a eq ft V�v (N A v 141 ti DATE 'yD INSPECTOR OFSOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ft A z J DATE INSPECTOR �r # # TOWN OF SOUTHOLD BUILDING DEPT. �yco631-765-1802 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 [ ] PRE C/O [ ] RENTAL REMARKS: joe,<� CuL��j O'� ' 6 V, kcv,�,al t 6� . kt R,T- % A t c_ Np,eA r INSPECTOR a3 IN DATE I SVvita. OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °y'Qurm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKI G [ ] FRAMING /STRAPPING [ FINAL (YI 17�✓� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: 'r I � -A & V, 41 (1(,4, cWP�• tib✓'- � f—�, off 0000) DATE 2a1� INSPECTOR Buil dirn 'Envelo a and Duct Tightness Report i,g� p g p SEP 18 2023 1 . 020 Energy Conservation Construction Code of New York State Address of Test: 75 Gillette Drive, East Marion Test Date: 9/14/2023 hit Buift : �,,, Compliance Pathway: Prescriptive To e Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631) 325-4006 Building Envelope Tightness Threshold: 2016 New York Supplement Section R402.4.1.3 (Multi-unit) (550.3 CFM/ft2) Volume Calculations: Check if: Floor Area Height Volume Q Conditioned Basement Basement 1,535 8.0 12,280 ❑Conditioned Crawl Space 1st 1,535 9.0 13,815 ❑ Sealed Attic 2nd 1,703 8.0 13,624 Vault/Sealed Attic 0 Total Volume: 39,719 Area Calculations: Floor Area: NA Ceiling Area: NA Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 1717 CFM/ft': Air Changes/Hour @ 5r2.59 Code Compliance: PASS Duct Tightness : Post Construction Test -Total Duct Lea age System#1: 1st Floor Duct Location: Conditioned Space Exception-Duct Test Not Required Floor Area: 1,535 Leakage: CFM @ 25pa: CFM/100 ftZ CFA: 0.00 Code Compliance: N/A System#2: 2nd Floor Duct Location: Attic Floor Area: 1,703 Leakage: CFM @ 25pa: 37 CFM/100 ftZ CFA: 2.17 Code Compliance: PASS Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 9/14/2023 David Maschke, Integrity Home Energy Assessments THEA 1114 [ E C T`T1S � E �� G .1 �., iEiE ',R:1N � DEC 812022 BUILDING DEP' 70WN0FS0U7,W0W November 30, 2022 75 Gillette Drive, East Marion Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir, I have inspected the footings for the above referenced home. I certify to the best of my knowledge that they have been constructed in accordance plans submitted and with New York State Building Codes. • 'Oo�FSst� `' BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOS EPHgQ FISCHETT I.COM FISCHETTIENGINEERING.COM 631 -7155-2954 1 725 H O B A R T ROAD 5 O U T H O L D , N E w YORK 1 1 97 1 Manual S Compliance Report Job: 4183 rev 1ll/rightsoft� Date: 08/23/2022 Mall/ system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:vwvw.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Cooling Equipment Design Conditions Outdoor design DB: 88.4'F Sensible gain: 22559 Btuh Entering coil DB: 75.0'F Outdoor design WB: 73.4°F Latent gain: 7656 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0'F Total gain: 30215 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160311A+CAPF3642B6D+TXV Actual airflow: 953 cfm Sensible capacity: 21450 Btuh 95%of load Latent capacity: 7150 Btuh 93%of load Total capacity: 28600 Btuh 95%of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 39991 Btuh Entering coil DB: 72.0'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Amana Model: AMEC960603BNA Actual airflow: 953 cfm Output capacity: 58000 ' Btuh 145%of load Temp. rise: 50 'F Meets all requirements of ACCA Manual S. - - wrightsoft" 2022-Aug-30 21:33:23 Right-Suite®Universal 2021 21.0.07 RSU12322 Page 1 AOM \Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: 4183 rev wrightsoft� Date: 08/23/2022 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 21178 Btuh Entering coil DB: 77.6°F Outdoor design WB: 73.4°F Latent gain: 5788 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 26965 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160311A+CHPF3636B6C+TXV Actual airflow: 1000 cfm Sensible capacity: 21300 Btuh 101%of load Latent capacity: 7100 Btuh 123%of load Total capacity: 28400 Btuh 105%of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 27433 Btuh Entering coil DB: 69.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Amana Model: AMEC960603BNA Actual airflow: 1000 cfm Output capacity: 58000 Btuh 211%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -!"�- wrtghtsoft' 2022-Aug-30 21:33:23 ,,.�..•-„,.a .a,: RightSuite@Universal202121.0.07RSU12322 Paget AlOck ..\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Load Short Form Job: 4183 rev ' Wr��htSOfk' Date: 08/23/2022 w Main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Design Information Htg Clg Infiltration Outside db (°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 62 13 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA DISTINCTIONS Model AMEC960603BNA Cond ASX160311A AHRI ref 7423797 Coil CAPF3642B6D+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 60000 Btuh Sensible cooling 21450 Btuh Heating output 58000 Btuh Latent cooling 7150 Btuh Temperature rise 56 OF Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Mud 161 3350 2037 80 86 Ktchn 189 2682 2201 64 93 Den 172 2851 1829 68 77 Nook 101 1830 1677 44 71 Foyer 143 3222 3511 77 148 Great 369 4362 3886 104 164 Bedl 210 3905 2373 93 100 Bthl 72 1341 947 32 40 Wicl 47 594 753 14 32 Pdr 26 0 0 0 0 Unfin. bsmnt 1491 15854 3345 378 141 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. d wrightsoft', 2022-Aug-3021:30:36 Rig ht-Su ite®U niv ersal 2021 21.0.07 RSU 12322 Page 1 ACC*, ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Main system 2981 39991 22559 953 953 Other equip loads 0 0 Equip. @ 0.93 RSM 21071 Latent cooling 7656 TOTALS I 2981 I 39991 I 28726 I 953 I 953 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -pp-- wrightsoW, 2022-Aug-3021:30:36 .,,,.-f—...�ra,,_ Rig ht-Su ite®Universal 2021 21.0.07 RSU12322 Paget ACC*, ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S - - wrightsoft, Load Short Form a4183 3ios2 22 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvar-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Design Information Htg Clg Infiltration Outside db (°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD (°F) 62 13 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA Model AMEC960603BNA Cond ASX160311A AHRI ref 7423797 Coil CHPF3636B6C+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 60000 Btuh Sensible cooling 21300 Btuh Heating output 58000 Btuh Latent cooling 7100 Btuh Temperature rise 53 °F Total cooling 28400 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bth4 63 1691 1102 62 52 Bed4 215 4144 3306 151 156 Bed5 156 3809 2555 139 121 Wic2 72 245 119 9 6 Bed3 200 3383 2907 123 137 Bed6 161 3782 2976 138 141 Bed2 224 4418 4016 161 190 Office 218 3089 2145 113 101 Bth5 63 1785 1331 65 63 Bth 85 948 624 35 29 Wic4 72 138 99 5 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P- wrightso�" 2022-Aug-3021:30:36 .< ,na,�,-: Rig ht-Su ite®Universal 2021 21.0.07 RSU12322 Page 3 ACM ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Upper system 1528 27433 21178 1000 1000 Other equip loads 0 0 Equip. @ 0.93 RSM 19780 Latent cooling 5788 TOTALS I 1528 I 27433 i 25568 I 1000 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Aug30 21:30:36 „-,m., . •gym x Rig ht-Su ite®Universal 2021 21.0.07 RSU12322 Page �� ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Project Summa Job: 4183 rev wrightsoft' Date: 08/23/2022 Main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hva"esign.com Proiect Information For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Notes: Design Information Weather: East Marion, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 88 °F Inside db 72 °F Inside db 75 °F Design TD 62 °F Design TD 13 °F Daily range L Relative humidity 50 % Moisture difference 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 39991 Btuh Structure 22559 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 39991 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 21071 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 7656 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2981 2981 Equipment latent load 7656 Btuh Volume(ft3) 30454 30454 Air changes/hour 0.25 0.40 Equipment Total Load (Sen+Lat) 28726 Btuh Equiv.AVF(cfm) 126 201 Req.total capacity at 0.75 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA DISTINCTIONS Model AMEC960603BNA Cond ASX160311A AHRI ref 7423797 Coil CAPF3642B6D+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 60000 Btuh Sensible cooling 21450 Btuh Heating output 58000 Btuh Latent cooling 7150 Btuh Temperature rise 56 °F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlc>t�tsoft- 2022-Aug-30 21:30:36 „+-„ ..f._..•�^r • w< Rig ht-Su ite®Universal2021 21.0.07 RSU12322 Pagel i4CCli ...Westa-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Job: 4183 rev }- wrightsof� Project Summary Date: 08/23/2022 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Notes: Design Information Weather: East Marion, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 88 °F Inside db 72 °F Inside db 75 °F Design TD 62 °F Design TD 13 °F Daily range L Relative humidity 50 % Moisture difference 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19565 Btuh Structure 14535 Btuh Ducts 7868 Btuh Ducts 6643 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27433 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 19780 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 4451 Btuh Ducts 1337 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area($2) 1528 1528 Equipment latent load 5788 Btuh Volume (fP) 12222 12222 Air changes/hour 0.26 0.41 Equipment Total Load(Sen+Lat) 25568 Btuh Equiv.AVF(cfm) 52 83 Req.total capacity at 0.75 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA Model AMEC960603BNA Cond ASX160311A AHRI ref 7423797 Coil CHPF3636B6C+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 60000 Btuh Sensible cooling 21300 Btuh Heating output 58000 Btuh Latent cooling 7100 Btuh Temperature rise 53 °F Total cooling 28400 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -#461-.vVr ilghtsaft" 2022-Aug-30 21:30:36 Right-Suite®Universal 2021 21.0.07 RSU12322 Page ...\Vesta-East End Constwesta-East Marion rev.rup Calc=MJ8 Front Door faces: S - 1-wrightsogt' Right-M Worksheet Job: 4183 rev Main system Date: 08/23/2022 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Main system Mud 2 Exposed wall 374.0 ft 39.5 ft 3 Room height 10.2 ft 10.0 ft heat/cool 4 Room dimensions 14.0 x 11.5 ft 5 Room area 2981.0 ft' 161.0 ft' Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft=) I Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W. 12F-0sw - - - - - 0.065 n. ,. 4.03-._ 1.05-_ -. 185 185. 746 , -194. - . _..-_ 115.-_ 115_,.. _463 _ -121 W 2 glazing,clr ow-e .0.320 a 19.84 33.48 171 _.. .0 2083 3516 2 __-._.._,.,0 ......__.__.49 - _0 glass door,.2 glazin_ 0.320 ._e_, 19.84-._-.-.33.48 - .272 0 112 449 117 n_ _ 6 _ __ .0 270 - _.-. 270 1473_ Vy 12F-0sw 0.065 a 4.03 1.05 635 460 1852 482 14 I; CCI 8 0 149 251 11 1 --.0. 417. _703 Bq wall,light drys•. 0.088 .,.e__ _. . .5.46-.,. ,.1.01. ,,-.- ._,572 „572 _ ._ _-31118 576 __ 0. 0 . .__ 0 ..-.._ 0 W_ _. 12F-OsW. 0.065 s 4.03 ._;-_ 1.05 _-.._ ,.324 324 1306 - 340 _ W-_,- Bg wall,light dry s_ _ 0.088 - s. 5.46.. _ 1.01 _270 .. 270 1473 272 _ _0 __0 _ _O _ _ _ 0 y/ 12F-0sw 0.065 w 4.03 1.05 643 488 1967 512 0 0 0 0 L�-(G 2 glazing,cir low-e 0.320 w 19.84 33.48 - 120 0 2381 4018 0 0 0 0 glass door,2 glazin 0.320 w ., 19.84 __.33.48 -_. _35_- -__-_ 0 -694 ._.1172._-_- __0 _ 0 _ W,_ Bo wall,light drys _ 0.088 ..w_ _ --5.46 _ 1.01 _ _ 572 _- 572 - _ _3118 _ _ - 576 _ _ -0 -. - 0 _ 0 Y-0 P.. 12F-0sw ... .... ...... ... .. 0.065 _- .,-._-4.03 _.. ..0.57_..__ _255 255 . . .1028 ,.'-,. 145 ,-_.. _ 140 - ..140 564 ,_. 80 C_. Aftic ceiling,aspha .. -. .- 0.022 ,1.36 . 1.12 _, 124- 124 ,_ __-169 -.__ 138 F 19C-196scp _.. __ _ ..' _0.049 -- �.,_ .0.00 ._._ 0.00 --.._ . ._ 0. -_'0 .-.- - --.-0._ ;-. . 0 .---- -.. 0 .- 6 ---0 0 F 21A-32c_ .,_ __ 0-020 - - - _. 1.24 _._ 0.00 1491 _- _1491 --.18.48 _-_ _ -0 0 0__ -,_ 0 F- 21A-32c... .._ .- 0.020 ,.. 0.00 0.00 .-_ ...__0 - _-.0 _-- 0 -__ ;.. -0 0 ,. .- - _0 6 c)AED excursion 0 99 Envelope loss/gain 1 24 1 2042 1173 12 a) Infiltration 8544 2957 628 217 b) Room ventilation 6793 1468 679 147 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3100 500 Subtotal(lines 6 to 13) 39991 22559 3350 2037 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39991 22559 3350 2037 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 otaUoml( 39122 37 33501 953 9531 8 8I I I I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �- wrlght�.isft° 2022-Aug-3021:30:36 Rig ht-Su ite@ Universal 2021 21.0.07 RSU12322 Page 1 ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S - + wrightsoft' Right-J@ Worksheet Dob: 3 rev 08/ Main system Date: 08/23/2022 By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Ktchn Den 2 Exposed wall 16.0 ft 30.5 ft 3 Room height 10.0 ft heat1cool 10.0 ft heat/cool 4 Room dimensions 14.0 x 13.5 ft 1.0 x 171.8 ft 5 Room area 189.0 ftz 171.8 ftz T Construction U-value Or HTM Area ft' Load Area ftp Load Y number (Btuh/ft.-°F (Bt uh/ft2) I or perimeter (ft) I( Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 12F-Osw _ 0.065 n, -4.03. _ _ .....1.05 20 _ _-.26 81 .- 21 50 , - 50 ____261 _-52 W...__.. Bq wall.licht dry s _ _ 0.08.8 - n- -- .5-46 .,1.01 0 ._ .. ._.0 _..._0 _ _0. - _ __ .0,...,. _._0 -- _0 .. _ -0 12F-Osw 0.065 a 4.03 1.05 140 122 492 128 0 0 0 0 2 glazing,clr low-e 0.320 a 19.84 33.48 18 0 357 603 0 0 0 0 1 1 glass door,2 glazin- -,. 0.320 e- ,,..19.84 _. 33.48 0 _ - _ 0 0 0 - _ 0 _- W -,. -_Bq wall,light dry s._ -.. 0.088 _e _ „ 5.46- _ _.1.01 _ _0 _ 0.. .- 0 ___0 W 12F-Osw. 0.065 - s- _ 4.03 1.05 0 W Bg wall,light dry s - 0.088 s._-_ - _ 5.46 - 1.01 ---- _ -„- _0 _ --_ _ 0- _ _ -0 _ 0 _-- 0 _ 0 0 _ 0 12F-Osw 0.065 w 4.03 1.05 0 0 0 0 140 110 443 115 2 glazing,clr low-e 0.320 w 19.84 33.48 0 0 0 0 30 0 595 1004 glass door,2 glazin ., 0.320 w. -., 19.84 33.48 ,,. „- 0 . .,.. 0 0_ ., -- 0 0- , .- 0 _. _.0 _. 0 W -- Bq wall,light dry s._ 0.088 w- _5.46 ,.--1.01 0 0, .0 _- _ 0. -0 0,__ _ -0 0 P 12F-Osw _ 0.065 ,- 4-03 . 0.57 -,.. 0 0 0 -- 0.__ 115 _ . - 115 _ ._. .463 _ _.65 C Attic ceiling,aspha 0.022 1-36 ___-1-12 _ 0 0 - _ 0 0 -- O_ F _ .-. 19C719cscp 0.049 - 0.00 0.00 . 0 0 0 _0 .. .0 _ 0 F 21A-32c.--- 0.020 1.24 0.00 _ 0 ...._ _ 0 _ 0__ _ -_0 -. 0 -_ _ F ,21A-32c. 0.020 , - ' 0.00- _ 0.00 0 _. _-0 0 .... 0 0 0 -._ 0 0 61 c)AED excursion 1 1 -1811 1 1 1 283 Envelope loss/gain 1 929 571 1 1 1703 1521 12 a) Infiltration 394 136 468 162 b) Room ventilation 1359 294 679 147 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 1200 0 Subtotal(lines 6 to 13) 2682 2201 2851 1829 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2682 2201 2851 1829 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 uoml(mI I 2641 229 I I 286 I 1879Airreqd ) I 6 3 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pia- 2022-Aug-3021:30:36 - Right-Suite@ Universal 202121-0.07RSU12322 Page ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S - wrightsoft' Right-M) Worksheet Job: 4183 rev Main system Date: 08/23/2022 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Nook Foyer 2 Exposed wall 7.5 ft 14.0 ft 3 Room height 10.0 ft heat/cool 24.9 ft heat/cool 4 Room dimensions 7.5 x 13.5 ft 1.0 x 143.0 ft 5 Room area 101.3 ft2 143.0 ft' Ty Construction U-value Or HTM Area (f t2) Load Area (ft2) Load number (Btuh/W-°F (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool GrossN/P/S Heat Cool Gross N/P/S j Heat Cool 6 W . .. ,121Z-0sw, _ -- 0.065, n, ... -4.03 ._._ •1.05 _ 0 0 . ..- ._ . 0 W-- Bq wall,lightdrv.s,..... ..0.088. n. ._.. .5.46. _.__.1.01 .. ..-.. .-,-0 ._., ... .0 0 0 _ ....0 ...,..-_.,._._0 -_.. .. - 0 0 V+! 12F-Osw 0.065 e• 4.03 1.05 75 33 '133 35 0 0 0 0 li .CCI 2 glazing,clr low-e 0.320 'a 19.84 33.48 0 0 0 0 0 0 0 0 1 1 glass door,2 glazin... 0.320 e .- --19.84 33.48 42 __ - 0 _- __833 ._ 1406 W------- Bq wall.liaht dry s -- _ ---0.088 -e-_ _5.46.__ .1.01 _ -_.-- -0 0..__- 0 0 ...__-- 0. 0---- 0 0 W- _ 12F-Osw_ 0.065 s 4.03 _ 1.05 0 0- _ - .-. _0. _ 0 __ 54 54 _ 218 _ 57 W_ Bgwall,light dry s_ . 0.088s 5.461.01 0 0 0 _ 0 0_,. 93 0 0 _ 0 12F-Osw 0.065 w 4.03 1.05 0 0 0 0 258 1 778 203 2 glazing,cir low- 0.320, w 19.84 33.48 0 0 0 0 30 0 595 1004 glass door,2.glazin _.. ._ . _0.320 _w 19.84 - 33.48 ...... 0 .r . _ .. 0 ... ...__�_0 ..- 0 . ._ 35 .. __ 0 - --.694 1172 W. .. Bq wall,lightdry-s.--. 0.088 .w. . .....5.46- --- 1.01 .... ....._0 -- 0._ -- --__ 0 0 ----_0 0- - 0 _.-- _ _ .0 12F-Osw.__ :-...-_ ... . _ 0.065._-_ 4.03 -:,.-0.57 .- -_ _.--0 -, -_ - 0 _-..0 0 - _. 0 0 .-_ ,0 ._ - __ 0 C - .._ Attic ceiling,asoha. 0.022 _-- 1.36 _ 1.12 _--0 ._ _-0 _0_ 0 _124 124 169 _138 F_ 19C,19cscp .. _ 0.049 ._.-- 0.00 -....., 0.00 _ --0-- -0 -- .---_- 0 .-..._ 0_, --- 0 0 - .0 -, ..- ..0 F -_ 21A-32c _ _-_ - - _ -. 0.020 _- 1.24 ..__. 0.00 _ .__ __ 0 F. 21A-32c.. _._. 0.020 .-. 0.00 0.00 0 _,0 _0 61 c)AED excursion 25 671 Envelope loss/gain 966 1466 1 1 2454 3245 12 a) Infiltration 185 64 768 266 b) Room ventilation 679 147 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1830 1677 3222 3511 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1830 1677 3222 3511 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Air requomdl(cfm) I I I 11144 16711 I I 32771 31481 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. -f'�i- wrlghtoYi� 2022-Aug-3021:30:36 RightSuite®Universal 202121.0.07RSU12322 Page3 \Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S 81 •r-wrightsofV Right-J® Worksheet Job: 3 rev Main system Date: 081 08/23@022 By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Great Bed\ 2 Exposed wall 28.0 ft 29.0 ft 3 Room height 10.0 ft heat/000l 10.0 ft heat/cool 4 Room dimensions 1.0 x 369.3 ft 14.0 x 15.0 ft 5 Room area 369.3 ftz 210.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool I Gross NIP/S j Heat Cool i Gross I WP/S i Heat I Cool 6 W_ :. 12Fc0sw.;,_` .....0.065 -_n_ - 4.03,._u 1.05 0. :...__.. 0 0.,.;_.:":. .:0 ;_ '0 ;..'.' '<.--_0':.__`..:.0 .. ..._:_ ,0 W ,- B4wall..liahtdryvs 0.0,88,...n. .,.,_.5.46 ._:..-._1,01 ,.._..:_......_.._..0.:... .__........_0 -..,..._.._..0...._..,..._..._0. 0...__..,._,._0 .._,- _-0.,-_. - •_0 12F l7sw 0.065 a 4.03 1:05 140 95' ti 383 100 140 98 395 103 2 glazing,clr low-e 0.320 e,", 19.84 33.48 45 0 893 1507 0 0 0 0 1 1 glass door,-2,glazin,..._. 0.320 ,-e_. ._19.84 ,r_,33:48 „_,-.0 0_,_ .__.0 0 ,, 42 _0 _ .833 . , „1406 Ba wall.light drys-... „_.. _...... ..0.088 _..e_ _ _-5.46.._....__1.01. 0 -- -- --0-.-..,._. ..-..-0 _..... 0 0-- -...0... 0 -- 0 IN- 12FcOsw - --. - 0.065 s -__.._.4.03 =--.:, 1.05, `'._35,- ...y_: 35 ....,._.141 150 ......_._.150-:.. .__604 157 W Bg wall,light dry,s-_.,_. 0.088 _s. .__.,5.46 _- . 1.01 0... _., - 0 0 0 _.. -0 ___.__o - -- -0 - -0 Vil 12F Osw . 0.065 w 4A'31.05 105 75 - 302 T. 79 0 0 ILC, 2 glazmg,'clr low-e, 0.320 w 19'.84 33.48 30 - 0, 595 1004 0 0 0 0 glassdoor,:2,glazin 0.320 -w.. -, -19.84 _ , .33.48. 0 0 W-_..,- Bo wall..Iiaht dry s, _ 0.088 ..w.. _5.46 ..._.1.01 .. 0 - -0---- 0 0 --.0 _.._._._.._0-e..--._....0 P..-. .., 12F-0suv -" ..__..:. .:;...._:-..:.0.065 4.03.;-. _0.57;...: -.. '0 - 0 - -.;.,._0 0 .._.: -.__0 - 0-. 0 -^ -.0 C._. .... Attic ceiling.aspha_-__- -__.„ 0.022„_.-._.__. 1.36,_.n. __1.12 _ ,- -.0 ,_ ,F., '19c:19rscp „0,049. .s.. :.-_--0.00'-,,:-,0:00 0 __. . _.. 0 m,.0:_'.m°,_v,__._.0 _-0 0._ 0 21A-32c.__-_-_--- 0.020 - _.--1.24 .--__ 0.00 _._0_._.._,. _ ___0 ._._,_-._0 _......__, : 0 .._, 0 _ ._._ _._0._._ . 0 --_- 0 F., ;... '21A-32c.' _. 0.020 0.00'_._:-0.00_..-.-.n. ._0 :_"`_ .-.0_'.`._:__ 0 .--_.'_.. -.0,,.._._.-...,..0 :__;._0 ._.rv.-_-_--.0 -..- ......0 61 c)AED excursion -502 -65 Envelope loss/gain 1 2314 2224 1 1 1833 1602 12 a) Infiltration 689 239 714 247 b) Room ventilation 1359 294 1359 294 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 900 0 Subtotal(lines 6 to 13) 4362 3886 3905 2373 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4362 3886 3905 2373 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Air requomdl lo I I I 41041 388661 I I 3993 I 23731 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wr�gl�t-so11�' Right Suite®Universal 2021 21.0.07 RSU12322 2022-Aug-30 21:30:36 Page ...Waste-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S T- wrightsoft° Right-J® Worksheet Job: 4183 rev Main system Date: 08123/2022 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvae-design.com 1 Room name Bth1 Wic1 2 Exposed wall 17.0 ft 5.5 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 8.5 x 8.5 ft 5.5 x 8.5 ft 5 Room area 72.3 ft' 46.8 ft' Ty Construction U-value Or I HTM I Area (f t') I Load I Area (ft') I Load number (Btuh/fV-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross NIP/S Heat Cool Gross N/P/S Heat cool 6 W 12F-Osw- 0.065 n 4.03 . _ 1.05' ._. _ _0 - _. 0_. - - 0, 0- . ....- 0 0 .- -_ .- 0 _ 0 VL 12F-Osw 0.065 e' -4.03 ___1.011.1.05 0 0 ._.... _0'_'... _... 0-... 0 ..-_ ... 0 ._...__.-0. 0 W--., Bqwall.light drv,s,. 0.088.-_.n 5.46 0 • .0 0 0 0 0 0 0 2 glazing,dr low-e 0.320 a 19.84 33.48 0 0 - 0 0 0 0 0 0 1 1 glass door,,2 glazin,;'_.. 0.320 .,a 19.84 ____33.48 0 „ 0 0 W_ _..- Bq wall.jiaht dry s - - 0.088- e-- -5.46 - 1.01 -- 0 -_0 0 _... 0 0 - 0 _0 - - 0 W 12F.-0sw'_. - 0.065 . s.. 4.03. _11.06 1.05. .. ..85 -_- ......85 .,__343 -. 89 0 -. _._:. .0_. ._.,. _0_ .. .. 0 W Bg wall,light-dry s. _ 0.088 s 5.46 1:01 -_- - .. 0 _-_ __ 0 0 0 _ _ 0_ _ 0 _ ._-_ _0 0 1217-0sw 0.065 w 4.03 1.05 85 _70 282 73 55 40 161 42 2 glazing,dr low-e 0.320 w 19.84 33.48 15 0 298 502 15 0 298 502 glass door,.2 glazin_,-. _.- 0.320 --w,- . . 19.84 33.48 .. ._ O_ , -._ 0 ___-. 0 -. -_.- 0.-_ .-_ ._0 0 --0 -- _ - _0 W Bo wall,light dry s .. _..- -- 0.088 .w 5.46 _,...,_1.01 .. 0,-" . 0---_. _._....0---. _ - 0 0 _. _ .0 - _ ... _0 -_ -- _ _0. 12F-Osw..._..._ . ... . 0.065 _--, _ 4.03 ._ -_0.57 _ ._ 0 _:-. . _ _0 _ _ 0 ___0 0 _ __0 - __..__0 -'- 0 C. , Attic ceiling.asoha _ -_ 0.022. - 1.36 -_., 1.12 _ 0-_. 0, _.,,0._ . ,- -F ._ 19C-19cscp-_.--. ._.- .- _ . .0.049. ..-_ - 0.00.._._.0.00 _.. _0,._ . _ _0 _ __ __0 _ 0 _ - F -- 21A-32c_-,-, _ - _ _,. 0.020 ---_ 1.24 . _ _0.00 _ 0_. F, 21A32c!':. . _- 0 _._._. 0.__ ..-_- 0 0 .-...- 0 0 . .-- _0 0.020_._- 0.00 _ -0.00 0 _ 0 0 _ 0 0... ._ ___. 0 _ . . 0 _ 0 61 c)AED excursion 1 1371 1 1 1 162 Envelope loss/gain 1 922 802 1 1 459 706 12 j a) Infiltration 419 145 135 47 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1341 947 594 753 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1341 947 594 753 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 1 1 Total room load1 1 1 13411 9471 1 1 594 7531 Air required(cfm) 32 40 14 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .-}+- wrig .oYtC 2022-Aug-3021:30:36 ^�^^ www-^ RightSuite@Universal202121.0.07RSU12322 Page Westa-East End ConsttVesta-East Marion rev.rup Calc=MJ8 Front Door faces: S - #- wrightsoft' Right-M Worksheet Job: 4183 rev Main system Date: 0812312022 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Pdr Unfin.bsmnt 2 Exposed wall 0 ft 187.0 ft 3 Room height 10.0 ft heaUcool 9.0 ft heaticool 4 Room dimensions 3.5 x 7.5 ft 1.0 x 1490.5 ft 5 Room area 26.3 ft2 1490.5 ft' Ty Construction U-value I Or HTM Area (ft2) Load Area (ft2 Load number (Btuh/ft2-°F (Btuh/f t2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool GrossN/P/S Heat Cool Gross N/P/S Heat Cool - ------- - -- 6 W. 12F-Osw_. 0.065 ,.n. 4.03 1.05 _- 0 _.__ _- .0 ... ._...0 _. _0 0_... -. 0 0 0 W_._., Ba wall.lightdry5, 0.088 n- 5.46 1.01, „0 - -0 _.__...0-...-. _0. _27 0 -_. _ . 270 __. __1473 __272 V 12F-Osw, 0.065 a 4.03 1.05 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 a 19.84 •• 33.48 0 0 0 0 0 0 0 0 11 _ . glass door,2 glazin--. 0.320 e._ „1.9.84 ._33.48 , . -.- .0 .-- - 00 .-' 0 0 0 0 0 W____ Bp wall.liqht dry s _ _ 0.088 .e.- _ _5.46-- _--1.01_ .:.,..... - -- - 0.. - ___.___0 _...,. _0.._..... .572.. -----572._-. __3118--...---576 W_. 12F-Osw -.. 0.065 ..s-- 4.03 1.05.. - 0 0 __.�0. :.. ..._ 0 0 _ 0 ... .__. 0 0 W-_ Bg wall,light drys _ _ 0.088 s-_ _ 5.46 _- 1.01 ,__- _ - 0, 0_ _0 _-_ _ 0 270 __270.. 1473_-__-_ _ 272 ,VL12F-0sw, 0.065 w 4.03 1.05 0 0 0 0 0 0 0 0 I�-GG 2 glazing,clr low-e 0.320 w 19.84 33.48 0 0 0 0 0 0 0 - 0 glass door,2 glazin 0.320 w . .19.84 33.48 ._ .._- ..0 0.- __ _ 0 .__ _ 0 .-,-_- 0_ _-0 0 -. 0 W. „. Bo wall,light dry s ,... _ .,,-,0.088 w 5.46 _ -, 1.01 _• _ _0.--, , . _0_. _0 _ _ _0 ...__,._572 _ - _572 3118- - 576 P,.-. 12F-0sw-.. 0.065 4.03 0.57.__ - 0 _ .0 _0 _ __.._0 0 _ _ 0. _ 0 - 0. C_ Attic ceilinq,aspha - _ _0.022 1.36 ,_- _1.12 0 -_,_- 0 .- _ 0 _ _ 0 -_. _ __0 - __.._...._. - F .. ... _19C-19cscp ,.._... .',- ---: . 0.049..,.--. -,,,.,0.00 .;_.,:,0.00. •._...._...0 .,.... . 0...._.. -.__0 ,. -.. .._ ..0 0 0 0 .._. .0 F _._ 21A-32c _ _ 0.020 1.24 .__--.0.00 --_. 0-- _ O _ -- --._ O_ --- 0 _._ _1491 --. -- 1491 1848 F -- 21A32c . , 0.020 - _0.00 __ .-0.00 0 0 -, _ 0 - 0 _,0 ... _0 0 0. 6 c)AED excursion 1 01 1 1 1 A32 Envelope loss/gain 0 0 1 1 11031 1264 12 a) Infiltration 0 0 4144 1434 b) Room ventilation 0 0 679 147 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal(lines 6 to 13) 0 0 15854 3345 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 0 15854 3345 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Airrel quomdload) I I I OI 0I I I 158541 378 334,51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �.1- wr/gti sbfV1 2022-Aug-30 21:30:36 �� ^-�- -•-�--�^^�� RightSuite®Universal 2021 21.0.07 RSU12322 Page 6 \Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S wrightsoft, Right-J@ Worksheet Job: 4183 rev Upper system Date: 08/23/2022 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Upper system Bth4 2 Exposed wall 179.5 ft 17.0 ft 3 Room height 8-0 ft 8.0 It heat/cool 4 Room dimensions 5.5 x 11.5 it 5 Room area 1527.8 ft' 63.3 ft2 Ty Construction. U-value Or I HTM I Area (f t') I Load I Area (ft') I Load number (Btuhlft-°F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cogl Gross N/P/S Heat Cool 6 W. ... 12F-0sw. ,0.065 n- ,- 4.03 1.05. 240 -,_,. . 240 _._-,_967-:., .252 _ ..._.. _.,.. ._.. ..92 -.. 92 .._ ,. _ 371 _- 97 W......_.. Bq wall.lightdrvs ---0.088. ._n... ._-...0.00. .__._.-0.00 .. .0 .,....,_ -_.0 -_...- 0 .. --- 0 --..0 _.._._.._ ..0 - - 0 _ _____ 0 12F-Osw' ' 0.065 a 4.03 1.05 508 381 1533. 399 44 29 117 30 2 glazing,Gr low-e. 0.320 a 19.84 : 33.48 .128 0 2530 4269 15 0 298 502 1 1 glass door,2 glazin _- _ 0.320 e - -0.00 - 0.00 -0- _ W - Bq wall,light drys._,_ _ .0.088 -,a-_ -, --0.00_ -.0.00. 0 ,_ -0-- __.... 0 ._.__. W... 12F70sw; ' _. .0.065 s- 4.03 -...,-..1.05 .,,---,,.,..240_......:-.240 r . .._967 _252 . 0 _.,.. 0 ...-- .....0. 0 _VV__ Bg wall,light drys...... ..... ..W 8$ .. s._ . .._ 9.90 _ CAO .- - -.0- .. 0 - 0 0 0 -_ 0 0 0 12F-0sw 0.065 w 4-03 1.05 448 328 1322 344 0 0 0 0 2 glazing',clr low-e 0.320 w 19.84 33A8 120 0 2381 4018 0 0 0 0 glass door,2 glazin-..- 0.320 _w__ 0.00 : -- 0.00.- -_0 .- - .0 0 0 0 W., .. Bq wall.light dry s 0.088 ,w_. . 0.00__ ..._ 0.00 _-_. -0 -0_. _ ._..-_0 ,- - 0 .- - _0 .. .._. ._0„ . - _0 --_, - -- 0. P-,- 12F-0sw... : 0.065----.. -0.00 _`. -0.00 _.___. -0 .._-_.1.0- _ 0,.....-:_ -.0 -.___. _0 .-_---_ _0 _ .. -__0 0 C._-._ Aftic ceilinq,asoha. _ _ _ __ 0.022 - 1.36 _ _1.12 , 1528- _ 1528 _ --_2084 -_ -_1709 .-_- _63- - 63-. _ _ 86- 71 F___ . .19C-19cscp . -_, ... -,._- 0,049 1.05,.,-._ 0.23 .,.- 161 -,.., --161 170 37..- 0.- .. 0 F- - 21A-32c_. 0.020 0.00 - 0.00 -0 0- -.,-,.o-- 0 - -0- - 0 F-._ .21 A-32c. ---- 0.020 _. --0'00 _ 0.00 ..... . ._ 0 0. _ 0 - _- 0.... -0 - - -0 _.,. 0 -- - 0 61 c)AED excursion 1 0 -60 Envelope loss/gain 1 11953 11280 1 1 872 640 12 a) Infiltration 3536 1224 335 116 b) Room ventilation 4076 881 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 19565 14535 1206 756 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19565 14535 1206 756 15 Duct loads 40% 46%I 7868 6643 40% 46% 485 346 TotaAAirrequomedl(cfm) I I ! 210001 210001 I I 16621 1152 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -'I- wright�of t" 2022-Aug30 21:30:36 - -w Rig ht-Su ite@ U niv ersal 20 21 21.0.07 RSU12322 Pagel \Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S 9- wrightsoft• RighW@ Worksheet Job: 4183 rev Upper system Date: 08/23/2022 • Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801500-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bed4 Bed5 2 Exposed wall 24.5 ft 26.0 ft 3 Room height 8.0 ft heat1cool 8.0 ft heat/coal 4 Room dimensions 1.0 x 214.5 ft 1.0 x 155.8 ft 5 Room area 214.5 ft2 155.8 ft' Ty Construction Ll-value Or I HTM I Area (ft2) I Load I Area (f t2) I Load number (Btuh/f t'-°F (Btuh/ftp) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-bsw .-.- 0.065 ._n 4.03 1.05 - - :- 16 , . .. 16 _ - __.64 - W_ .. _- Bq wall.liahtdrys 0.088 _n _0.00 0.00 0 0 12F-Osw: 0.065 a 4.03 1.05 180 135 544 142 .112 82 330 86 2 glazing,dr low-e 0.320 a 19.84 33.48 45 0 893 1507 30 0 595 1004 11 -glass door,,2glazin _ 0.320_--e _- -0.00 - --0.00_._. ._ _0 - 0 00 _ - _ 0 _ _0 _ _ - 0 W_ Bq wall,light drys .._.-_. .-...0.088 e - .._ 0.00._---_ 0.00 . 0 0,.._ _- ---- 0 _.- W ,_. 12F-Osw 0.065 ,.s 4.03 -.__. 1.05 . _ .. _.._.0 .. 0 _.0 .__ __.. 0 .. .._,96 96 .- - _s387.._.,._. 101. W _ _ Bgwall,light dry s__ - - 0.088 _ s 0.00 . 0.00 _ _. 0 -. 0 . _-_ _ __-0 _- 0_ _--_ -0 0 -_ _ 0 0 VAI 12F-Osw; 0.065 w 4.03 . 1.05 0 0 0 0 - 0 0 0 0 L�_CG 2 glazing,clr low-e 0.320 w 19.84 33.48 0 0 0 0 0 0 0 0 glass door,2 glazin ___ _. 0.320 _w. 0.00 -_ 0.00 _ _..0 _ _ -0 - - _ 0 _ .... 0 _0 _-__ 0_ - , 0 - _ 0- W ._ . Bq wall,light drv-s,- . , 0.088 w, _-0.00 - 0.00 P ,_.. 12F-Osw. 0.065. --. .._.....0.00_ ,..._0.00...._, _.. ._ 0 .. __ _0 0 _0 ._. ... -0 _0, C Attic ceiling,aspha._-- -0.022-_.-_. _ 1.36 -_ 1.12 _- _215 215 _ 293 240 _ 156 -- -156__. ___212 - 174 F. - 19C-19cscp. .. ... .. 0.049 _ ._-_ 1.05..-, 0.23 0 ...._ ... 0_'_ .0 0 _ __0 _..__. 0 0 0 F . _. . 21A-32c,_._..___._.,..._. -- 0.020 --. _ --,0.00 .� .0.00 .- .__ __0 ,-.. _0 _ --- 0 ..-- F 21A-32c: _. .. 0.020_..- .. 0.00 ,_--. 0.00 -- .-. 0 0 0 -- 0 _ --- 0 ,--- -._0 - 0 61 c)AED excursion -180 -166 Envelope lossigain 1794 1725 1525 1199 12 a) Infiltration 483 167 512 177 b) Room ventilation 679 147 679 147 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 2956 2269 2716 1753 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2956 2269 2716 1753 15 Duct loads 40% 46% 1189 1037 40% 46% 1092 801 Air al roomrequired)(c m) I I I oad 4144151 I 3156 I I 31839 I 25551 121 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wright�oY[^ 2022-Aug-3021:30:36 Rig ht-Su ite®Universal202121.0.07RSU12322 Page8 \Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S + -wrightsoft, Right-M) Worksheet Job: 4183 rev Upper system Date: 08/23/2022 • Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Wic2 Bed3 2 Exposed wall 0 ft 19.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 8.5 x 8.5 ft 1.0 x 199.5 ft 5 Room area 72.3 ft' 199.5 ft2 Ty Construction U-value Or I HTM I Area (f t2) I Load I Area (ftz) I Load number (Btuh/fV'_.F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool _. .. - ...- - ----- _ .. _,.__.,. _- ---I._-.,- .._. .. - 6 W.. 12F-0sw - 0.065 .-❑ - .0 ... ---- 4.03 _.1.05 __. _-.-- W- ---- Bgwall,lightdms- 0.088 .-n- 0.00 _ _0.00 -_.,_0 ....--_.. ..0 _____0 0 --- .- 0 T. 12F-0sw' 0.065 a 4.03 1.05 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.320 a 19.84 33A8 0 0 0 0 0 0 0 0 11 glass door,2 glazin_. 0.320 _e 0.00 .0.00 - - _ '0 ,._-- _ -0- ____,o 0 -0 0 0 .0 W, - W, .,.-.._ Bq wall,light.drvs ,- _.--.--. ...0.088 .. e.. _.-.0.00 -----.0.0.0 .. ....-- _ 0 -.- _ ... 0._... _ W_ 1217-0sw.'_ _ 0.065 _s _4.03 1.05. - _ _ __0 ...- 0-_ _ _0 .-__ 0' 40 40 ._ 161 _,. ... 42 W _ Bg wall,light dry.s _ - 0.088 _ s _ 0.00_ 0.00 - _ - -0 0__ _ 0 --. - _ 0 0 0 _ _ 0 0 Vel 12F-0sw„ 0.065 w 4.03 1.05 0 0 0 0 112 82 330 86 SCG 2 glazing,clr low-e 0.320 w 19.84 ' 33.48 0 0 0 0 30 0 595 1004 glass door,2 glazin ,-. 0.320_-w-. 0.00 ,. 0.00._- _ ._. 0 _ -0 0_:.,.. _0. 0 0- . 0 . _._._ . 0- W Bq wall,light drv-s _ __ --_-0.088 w. 0.00 ..._ .0.00 .... _. 0 _0_ . ._ _ 0 ---- - 0 __ 0... - _ _ 0 -._ 0 P •.,.12F-0sw:. .. 0.065-_. - .. -0.00 -...... 0.0a .0 _..__.0 •. --:__ 0 __ _ .0 :, ._ 0 ..-- -. -D-_-...'._0 0 C Attic ceilina.aspha 0.022 -7 .. _ 1.36 - -.1.12 _ 72.___ 72 _ _ _99 _ 81 _ _200 _ _ 200 ._- .272 _ _ - 223 F 19C-19cscp ._ 0.049 _- _ 1.05 _ 0.23 . - . ,_ 72 ._ _ _ 72 76 _ 16 0 _. ___-0,_.- 0 0 F 21A-32c, 0.020 0.00 ,_.0.00-_ _ F 21A-32c' _0.020 ::.0.00 ,_ .0.00 61 c)AED excursion -16 1 1 1 133 Envelope loss/gain 175 82 1 1 1359 1489 12 a) Infiltration 0 0 374 130 b) Room ventilation 0 0 679 147 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 175 82 2413 1995 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 175 82 2413 1995 15 Duct loads 40% 46% 70 37 40% 46% 970 912 Air requiir dal room load(dm) I I I 2491 1161 I I 31231 29371 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .f- wirlglst�.oYt� �.�-h ��^•° •^•^�� RightSuite® 2022-Aug-30 21:30:36Universa1202121.0.07RSU12322 Page 9 ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S _11L wrightsoft* Right-J® Worksheet Job: 0418 813 rev Date: Upper system Dana Morl • By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bed6 Bed2 2 Exposed wall 25.5 ft 27.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 14.0 x 11.5 ft 1.0 x 223.5 ft 5 Room area 161.0 ft' 223.5 ft' Ty Construction U-value Or HTM Area (f t') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool _0.065 ..n_ -, --. 4.03 ,._ . 1.05 _ 0 .- . -- 0 -0 0 _ -40 .__. ,40 _. _161 -42 W _ _BQ wall,light dry s „ _0,088.-.,n_ -. 0.00 __0.00 0 _- 0 0 .0 V)/ 12F-Osw 0.065 a 4.03 1.05 0 0 0 0 0 0 0 0 ;I CCI 2 glazing,clr low-e 0.320 a 19.84 33.48 0 0 0 0 0 0 0 0 11 glass door,2.glazin 0.320 .e _ _--0.00 _ .0.00 __.- _ 0 .. -_0 - _._ _ .0 - -_ _ 0 --. W- .-_ Bq.wall,lightdrvs ,... __- _.--..0.088,_e _ ._._. 0.00... -_0.00 ..._... _.,.0 ....._._ ..0 ... 0 -. ._0..... __.-..0,___...._.- 0 ... .-._ _0 _.._-._ 0 W` 12F-Osw ..: ` 0.065 s 4.03 1.05 .. .-,.92 .._.r . .92, 3Z1 97 -._. .. 0 _:. 0 _. 0 . :- ,0 W _- _ Bg wall,light drys_ .._ _ ___ 0.088 - s 0.00 0.00 _-- _ .0 --_-_ _- 0_ _ 0 _ 0 - .0 - - -0 -- -0 -0 VEI 12F-Osw 0.065 w 4.03 1.05 112 82 330 86 180 135 544 142 I-CG 2 glazing,Gr low-e 0.320 .w 19.84 33A8 30 0' 595 1004 45 0 893 1507 glass door,2 glazin, _. _ _ 0.320 -.w ._0-00 -_ -0.00 _ 0 -0' , __ 0 - 0 -_ __ _0 --,_ 0_. 0 - _., -0 W _ Bo wall.liohtdrvs_ _ -- - 0.088 _w_ _0.00 _ ._ 0.00 .-.. __-.0 -. .._ _ 0 _.-._. _0 _-- _ 0 -0 _ -- -0 _ „- -- 0 .. _ 0 P . ... 12F-0sw 0.065, .,c . ......0.00 0.00. -.. -,:...0 .0 ..._.___.'_0 ...-..-... 0 .... 0 C _, Attic ceiling.aspha _-0.022 _ - __1.36 -_-,_1.12 161 - 161 _ 220 _ 180- 224 _-_ -224 __ _305 250 F 19C719cscp -__._.. _-. _ 0.049.-- 1.05.- _ 0.23 _- 0_ 0 - _-. 0 26 .._. - .26 _. _27 6 F 21A-32c _ 0.020. ._ . 0.00..,__ 0.00 -0 -, ......0 - --0 _- 0 F. -.. - 21A-32c_. 0.020 .-- 0.00 ._._0.00 . ___'0 .....0.. . . ._.0 _0 0 - -- 0 ;. .--_ 0 . _._ ..0 61 c)AED excursion 1241 1 1 1 246 Envelope loss/gain 1 1516 1491 1 1 1930 2192 12 j a) Infiltration 502 174 542 187 b) Room ventilation 679 147 679 147 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 2698 2042 3151 2756 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2698 2042 3151 2756 15 Duct loads 40% 46% 1085 933 40% 46% 1267 1260 Airrequomdl(cf ) I I I 31381 2141 I I 41611 410901 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrlght.ott 2022-Aug-30 21:30:36 ACA s^ ^¢ Right-Suite®Universal 2021 21.0.07 RSU12322 Page 10 \Vesta-East End Const\Vesta-East Marion rev.rup Calc=M.18 Front Door faces: S wrightsoft° Right-J® Worksheet Job: 4183 rev Upper system Date: 08/23/2022 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Office Bth5 2 Exposed wall 14.5 ft 17.0 ft 3 Room height 8.0 ft heat/000l 8.0 ft heat/cool 4 Room dimensions 1.0 x 217.5 It 5.5 x 11.5 ft 5 Room area 217.5 ft' 63.3 ft' Ty Construction Ll-valueOr HTM Area (f t2) Load Area (ft') Load number (Btuh/ft'-°F (Btuh/f t') or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-Osw' 0.065 n -- - _4.03 ,_ 1.05 _ . . 0 . ,. 0 .-. - 0 ._ - _0, 92 _. .- 92 371 - - 97 W._- ,_ Bq wall,liaht dry s-.,-,, 0.088 __n- - __0.00 - - _ - • - 0.00 ----- .._0 _ ..- ._.0 .. _. .0 ._. 0 _- O 0- - - 0 0 12F Osw 0.065 a 4.03 1.05 104 74 298 78 0 0 0 0 2 glazing,clr low-e 0.320 a 19.84 33.48 30 0 595 1004 0 0 0 0 1 1 - - glass door,2 glazin. 0.320 _e _0.00 _. . 0.00 . - -0 -0 ,-. W-,-- Bq wall,liahtdrvs _ 0.088 _-e- _,__0.00.-._.,,- 0.00 _._._._.__. .0 _0_ ._ _._. 0 __. _ W . ._ 12F-Osw, . 0.065 s. __4.03 -, 1.05 12 12 48 --. _.13. 0 . -._._. ..0, _ 0 0 VV Bg wall,light dry s, __ 0.088 0 088 - s- - 0.00-_ 0.00 0---___ 0 0 VII 12F-Osw 0.065 w 4.03 1.05 0 0 0 044 29 117 30 II�C, 2 glazing,clr low-e 0.320 w 19.84 33.48 0 0 0 0 15 0 298 502 glass door,2 glazin ,.. _. 0.320 ,-w _ -0.00, __. .0.00 _ .,0 _.:_, W _ Bq wall,tight dry s- 0.088 -w.- - -.0.00 _ 0.00 ,. -0 _ -.__'_0.- - 0 0 _ - P ..___ .12F-Osw: ..0.065 .r_ ..0.00.. ..0.00 _. __..-_.0 .0. , ,,_..0 0 .-1 ...0. - __„_ ,0._ 0 0 -C Attic ceilinq,asoha . 0.022 _-- ..1.36 _- ,1.12 _218. _ - -218 297., 243. _ 63 _63,- - _ -86 - _ 71 F 19C719cscp. 0.049 _ 1.05 ., .0.23 00 0 0 ,_. 63 _. __ • _ .63-- 67 - 14. F 21A732c. .. ._.- - .._0.020 _... _0.00 - 0.00 ..- -. . 0 - ... 0 0 _ F - . 21 A32c: _-- ---0.020 0.00. __'- 0.001 _ .-. 0 0_- _ 0. .. _ 0 ._.0 _0 _ 0 61 c)AED excursion -1121 1 1 1 83 Envelope lossigain 1 1238 1226 1 1 938 797 12 a) Infiltration 286 99 335 116 b) Room ventilation 679 147 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 2203 1472 1273 913 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2203 1472 1273 913 15 Duct loads 40% 46% 886 673 40% 46% 512 417 ] ] Air required equi d(cfdm) ] ] ] 30831 2101] ] ] 1765] 1363] Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rk- 2022-Aug-30 21:30:36 - Rig ht-Su ite®Universal 2021 21.0.07 RSU12322 Page 11 \Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S wrightsoft' Right-.1® Worksheet Job: 4183 rev Upper system Date: 08/23/2022 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Bth Wic4 2 Exposed wall 8.5 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 8.5 x 10.0 ft 8.5 x 8.5 ft 5 Room area 85.0 ft' 72.3 ft' Ty Construction U-value Or I HTM: I Area (f t') I Load I Area (f t') I Load number (Bt-v -°F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 -W 12F-Osw _ - . .0.065 . n .4.03 =, 1.05 .- --. .0 - --. 0 ._ -- 0- -.0 -, 0 _ 0 .- __. 0 0 W.- Bq wall,I 2 g�n9 ght drv-s- - 0.088. .n -0.00 _. .---0.00 _ __ 0 _-_ _.__0 _.._... 0-..- O......,..--. -0, 0.065 a 4.03 1.05 68 61 244 64 0 0 0 0 •clrlow-e 0.320 'e 19.84 33.48 8 0 149 251 0 0 0 0 glass-do' 11 - or,2 glazin - 0.320 ...e.,, 0.00 ,_- 0.00 . __ 0 __. 0-, ,_-0. -0-" W- - -_ Bq wall,light dry s- -- .-. _0.088 e.- _'__'0.00 __. ..0.00 _ _ 0 .-. 0.- ._.._.... 0 _..-__0---- - .W.. --12F-Osw.. -:-- ..-.0.065'__s_ -,4.03 .1.05 .:. ..__ O .t ._.._..0 - 0 0 . .. 0. _. 0 - 0 - 0 W - _.. Bg wall,light-drys _ - - 0.088 s- _- 0.00 0.00 _ ___ 0 0- _ _ _- 0 0 0_--_ 0 _-- 0 _ 0 V�! 12F-Osw 0.065 w 4.03 1.05 0 0 0 0 0 0 0 0 l-cG 2 glazing,clr low-e 0.320 w. 19.84 33.48 0 0 0 0 0 0 0 0 glass door,2 glazin. _- 0.320 __w. _-0.00 0.00 _0 _0. _ . _6 _ _ 0 0 .. -_ ,. 0 - ._. _0 0 0 W --. Bq wall,light dry s _ P_..... . .12F-0sw_.. 0 065, _W... ......_0.00 _._ 0.00 - 0 � 0 :. ..._..0 0 0.. . 0 ' - ....0 _..._.... 0:00 _:_.__.._.0 0:.. . 0 0.,, .- -,_0 0_....._..-__0 ._..-._.. 0 C - Attic ceilinq,asoha -,-__ -_0.022 _ 1.36 ._-..-1.12 - 85 _ ,- 85 _ 116_.- 95-• 72 72 _-- 99 -_ -.-_ 81. F _ - 19C-19cscp. --'--0.049 _- _ .. -1.05--, .0.23 _0 0 - 0 .. ..... 0 __. 0 _ 0 0 0 F .. _,.. 21A32c.. _0.020 .0.00 ._.__., ._0 0 _ -- -- 0•- - --. _0. .... . ._ .0 ._ . ... . ..0 -- 0 0 F_ _ 21 A-32c. ... . . __-0 0.020. ,_-.. . - .0.00 --- •0.00.. .. ...,. _0 0 ---.... 0 0 -0 -- - 0 61 c)AED excursion -40 -13 Envelope loss/gain 1 509 370 1 1 99 68 12 a) Infiltration 167 58 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 676 428 99 68 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 676 428 99 68 15 Duct loads 40% 46% 272 196 40% 46% 40 31 Airal room required eQUi dl(c m) I I I 9351 6291 I I 135 I 95 I Calculations avvroved by ACCA to meet all requirements of Manual J 8th Ed. -t f.F- w�igi�tiroYt" 2022-Aug-30 21:30:36 - RightSuite®Universal 2021 21.0.07 RSU12322 Page 12 ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Duct System Summary Job: 4183 rev r ln/LrIC�hS® ' Date: 08/23/2022 Main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hva"esign.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.16 in H2O 0.16 in H2O Supply/return available pressure 0.092/0.068 in H2O 0.092/0.068 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 953 cfm 953' cfm Total effective length (TEL) 277 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln (ft) Trunk Bed1 c 2373 93 100 0.060 6.0 OX 0 ShMt 29.5 110.0 st2A Bth1 c 947 32 40 0.060 6.0 Ox 0 ShMt 34.0 100.0 st2A Den c 1829 68 77 0.060 6.0 Ox 0 ShMt 29.5 100.0 st3A Foyer c 3511 77 148 0.060 8.0 Ox 0 ShMt 22.0 90.0 st3 Great c 1943 52 82 0.060 6.0 OX 0 ShMt 15.5 95.0 st2 Great-A c 1943 52 82 0.060 6.0 Ox 0 ShMt 20.0 90.0 st2 Ktchn c 2201 64 93 0.060 6.0 Ox 0 ShMt 25.5 110.0 st3A Mud c 2037 80 86 0.060 6.0 Oxo ShMt 39.5 120.0 st313 Nook c 1677 44 71 0.060 6.0 Ox 0 ShMt 14.0 95.0 st3 Pdr c 0 0 0 0.060 0 Ox 0 ShMt 12.0 120.0 st3A Unfin.bsmnt h 3963 94 35 0.060 6.0 OX 0 ShMt 23.0 80.0 st3 Unfin.bsmnt-A h 3963 94 35 0.060 6.0 Ox 0 ShMt 13.5 100.0 st2 Unfin.bsmnt-B h 3963 94 35 0.060 6.0 Ox 0 ShMt 23.5 80.0 st2 Unfin.bsmnt-c h 3963 94 35 0.060 6.0 Ox 0 ShMt 23.5 115.0 st3A Wic1 c 753 14 32 0.060 6.0 Ox 0 ShMt 25.0 115.0 st2A Supply Trunk Detail • - Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 521 546 0.060 614 12.2 8 x 16 ShtMetl st3A Peak AVF 306 292 0.060 551 9.8 8 x 10 ShtMetl st3 st2 Peak AVF 432 407 0.060 555 11.2 14 x 8 ShtMetl st2A Peak AVF 139 172 0.060 310 7.9 10 x 8 ShtMetl st2 st313 Peak AVF 80 86 0.060 194 6.1 8 x 8 ShtMetl st3A wr.ight.o fr-- 2022-Aug-30 21:27:10 .,we„-'. Right-Suite®Universal 2021 21.0.07 RSU12322 Pagel ACCik ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MA Front Door faces: S Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb11 Ox 0 164 230 117.5 0.058 184 8.9 30.00x6 10x36 SJSp rt4 rb8 Ox 0 378 141 90.0 0.075 278 10.1 14.00x14 10x39 SJSp rt5 rb1 Ox 0 143 262 105.5 0.064 210 9.1 30.00x6 10x36 SJSp rt5 rb10 Ox 0 144 179 100.0 0.068 143 7.8 30.00x6 10x36 SJSp rt4 rb9 Ox 0 125 140 117.0 0.058 112 7.4 6.00x30 10x36 SJSp rt5 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt4 Peak AVF 307 409 0.058 614 11.0 12 x 8 ShtMetl rt2 rt5 Peak AVF 646 544 0.058 646 13.0 18 x 8 ShtMetl rt2 rt2 Peak AVF 953 953 0.058 613 15.1 28 x 8 ShtMetl wrightseft' 2022-Aug-3021:27:10 Right-Suite®Universal 2021 21.0.07 RSU12322 Paget ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Duct System Summary Job: 4183 rev 5 Wrlght$Qfk' Date: 08/2312022 Upper system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.26 in H2O 0.26 in H2O Supply/return available pressure 0.143/0.117 in H2O 0.143/0.117 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 589 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln (ft) Ln(ft) Trunk Bede c 2008 81 95 0.060 7.0 Ox 0 VIFx 26.8 115.0 st5 Bed2-A c 2008 81 95 0.060 7.0 Ox 0 VIFx 26.3 115.0 st5 Bed3 c 2907 123 137 0.060 8.0 Ox 0 VIFx 48.3 185.0 st4A Bed4 c 1653 76 78 0.060 6.0 Oxo VIFx 10.3 70.0 st4 Bed4-A c 1653 76 78 0.060 6.0 0x0 VIFx 17.8 110.0 st4 Beds h 1904 69 60 0.060 6.0 Ox 0 VIFx 43.9 210.0 st413 Beds-A h 1904 69 60 0.060 6.0 0x0 VIFx 51.4 250.0 st413 Bed6 c 1488 69 70 0.060 6.0 Oxo VIFx 62.8 260.0 st6 Bed6-A c 1488 69 70 0.060 6.0 0x0 VIFx 62.2 260.0 st6 eth h 948 35 29 0.060 6.0 Oxo VIFx 24.8 140.0 st4A Bth4 h 1691 62 52 0.060 6.0 Oxo VIFx 9.6 130.0 st7 Bth5 h 1785 65 63 0.060 6.0 Oxo VIFx 18.3 110.0 st7 Office h 3089 113 101 0.060 7.0 Ox 0 VIFx 35.5 160.0 st4A Wlc2 h 245 9 6 0.060 6.0 Ox 0 VIFx 18.0 100.0 st7 Wic4 h 138 5 5 0.060 6.0 Ox 0 VIFx 5.1 70.0 st7 wrightsoft2022-Aug-30 21:27:10 -.v,,,<..--,.- Right-Suite®Universal 2021 21.0.07 RSU12322 Page XCk ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 161 190 0.060 543 8.0 0 x 0 VinlFlx st4 st4 Peak AVF 859 875 0.060 495 18.0 0 x 0 VinlFlx SO st6 Peak AVF 138 141 0.060 403 8.0 0 x 0 VinlFlx st413 st413 Peak AVF 277 261 0.060 507 10.0 0 x 0 VinlFlx st4A st4A Peak AVF 547 529 0.060 512 14.0 0 x 0 VinlFlx st4 st7 Peak AVF 141 125 0.060 403 8.0 0 x 0 VinlFlx st1 st1 Peak AVF 1000 1000 0.060 566 18.0 0 x 0 VinlFlx TableReturn Branch Detail, Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 150 147 112.5 0.104 428 8.0 Ox 0 VIFx rt3 rb2 Ox 0 142 135 81.5 0.144 407 8.0 Ox 0 VIFx rt3 rb7 Ox 0 138 141 266.0 0.044 403 8.0 Ox 0 VIFx rt3B rb6 Ox 0 193 198 236.0 0.050 566 8.0 Ox 0 VIFx rt313 rb5 Ox 0 182 162 182.5 0.064 522 8.0 Ox 0 VIFx rt3A rb4 Ox 0 196 219 155.0 0.076 628 8.0 Ox 0 VIFx rt3A TableReturn Trunk Detail Trunk Htg ClgDesign Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3A Peak AVF 708 719 0.044 672 14.0 0 x 0 VinlFlx rt3 rt3 Peak AVF 1000 1000 0.044 566 18.0 0 x 0 VinlFlx rt1 rt3B Peak AVF 331 338 0.044 620 10.0 0 x 0 VinlFlx rt3A rt1 Peak AVF 1000 1000 0.044 566 18.0 0 x 0 VinlFlx - {- wright5Oft, 2022-Aug-3021:27:10 . �.•,.a ..,« �F Right-Suite®Universal 2021 21.0.07 RSU12322 Page )CC, ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Load Short Form Job: 4183 rev wrlghS®sa1 s.� Date: 08/23/2022 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hva"eslgn.com • ect Information For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Design Information Htg Clg Infiltration Outside db(°F) 10 88 Method Simplified Ins ide db('F) 72 75 Construction quality Semi-tight Design TD(°F) 62 13 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 36 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) Upper system 1528 27433 21178 1000 1000 Main system 2981 39991 22559 953 953 (Unconditioned) 161 0 0 0 0 Entire House 4670 67424 43737 1953 1953 Other equip loads 0 0 Equip. @ 0.93 RSM 40851 Latent cooling 9592 TOTALS I 4670 i 67424 I 50442 I 1953 I 1953 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti -OriW rightsoft,, 2022-Aug-30 21:29:43 Right-Suite®Universal 2021 21.0.07 RSU12322 Page 1 diCA ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Building Job: 4183 rev wrightsok g Anal sis Date: 08/23/2022 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Design Conditions Location: Indoor: Heating Cooling East Marion, NY, US Indoor temperature(°F) 72 75 Elevation: 108 ft Design TD (°F) 62 13 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wetbulb(°F) - 73 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ftz Btuh %of load Walls 4.3 20869 31.0 Vetilation Glazing 19.8 11468 17.0 Doors 0 0 0 �I Ceilings 1.4 2253 3.3 Floors 1.1 2018 3.0 Duds Infiltration 2.3 12080 17.9 Ducts 7868 11.7 Piping 0 0 Humidification 0 0 Ventilation 10869 16.1 Infiltration Adjustments 0 Ging Total 67424 100.0 C�lir s H0m Component Btuh/ft2 Btuh %of load Walls 1.0 4617 10.6 NSI �tila`ion Glazing 33.5 19352 44.2 Intenal Chins Doors 0 0 0 Ceilings 1.1 1848 4.2 Floors 0.0 37 0.1 Duds Infiltration 0.8 4181 9.6 Ducts 6643 15.2 Ventilation 2349 5.4 Internal gains 4710 10.8 Gating Blower 0 0 Infiltration Adjustments 0 C>hs Total 1 1 437371 100.01 Celing3 Latent Cooling Load=9592 Btuh Overall U-\ralue=0.069 Btuh/fF--°F Data entries checked. wrightsoft- 2022-Aug-30 21:29:43 ^�- «� dam-, «»•. Right-Suite®Universal 2021 21.0.07 RSU12322 Page 1 ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Component Constructions Job: 4183 rev -�' - 11Vrigtltsoft° p Date: 08/23/2022 ` Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Design Conditions Location: Indoor: Heating Cooling East Marion, NY, US Indoor temperature(°F) 72 75 Elevation: 108 ft Design TD (°F) 62 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 73 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft 21A-32c:Bg floor,light dry soil,8'depth,carpet fir fnsh 1491 0.020 0 1.24 1848 0 0 161 0.020 0 0 0 0 0 all 1652 0.020 0 1.12 1848 0 0 wrightsoft. 2022-Aug-30 21:29:43 RightSuite®Universal 202121.0.07 RSU12322 Page ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S i P Project Summa Job: 4183 rev Vrig tso " Date: 08/23/2022 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Proiect Information For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Notes: Design Information Weather: East Marion, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 88 OF Inside db 72 OF Inside db 75 OF Design TD 62 OF Design TD 13 OF Daily range L Relative humidity 50 % Moisture difference 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 59557 Btuh Structure 37094 Btuh Ducts 7868 Btuh Ducts 6643 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 67424 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 40851 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 8255 Btuh Ducts 1337 Btuh Central vent(0 cfm) 0 Btuh Heating cooling Area(ft2) 4509 4509 Equipment latent load 9592 Btuh Volume(ft) 42676 42676 Air changes/hour 0.25 0.13 Equipment Total Load(Sen+Lat) 50442 Btuh Equiv.AVF(cfm) 178 285 Req.total capacity at 0.70 SHR 4.9 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -4- wrlghtsof - 2022-Aug-30 21:29:43 ,+� µ-• - Rig htSuite®Universal202121.0.07RSU12322 Pagel ACCK ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S AED Assessment Job: 4183 rev �+. Wrightsoft' Date: 08/23/2022 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Design Conditions Location: Indoor: Heating Cooling East Marion, NY, US Indoor temperature(°F) 72 75 Elevation: 108 ft Design TD (°F) 62 13 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange(°F) - 15 ( L ) Wet bulb('9 - 73 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Fbudy dazing Load 24 18 IQOOD- 14,000- 1ZOOD- 10, a 6� 4,000--- Z000- 0 8 9 10 11 12 13 14 15 16 17 18 19 23 1-hr d my /Hourly /Average /P®6ra Maximum hourly glazing load exceeds average by 22.8%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -rid- wrightsoft" 2022-Aug-30 21:29:43 f�' Right-Suite®Universal 2021 21.0.07 RSU12322 Page 1 'Arm ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S _LAL wrightsoftw Right-JO Worksheet Job: 4183 rev Entire House Date: 08/23/2022 By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Entire House Upper system 2 Exposed wall 579.0 ft 179.5 ft 3 Room height 9.5 ft 8.0 ft 4 Room dimensions 5 Room area 4669.8 ft= 1527.8 ft' Ty Construction U-value I Or I HTM I Area (ft') I Load I Area (ft') I Load number (Btuh/ft'-°F (Btuh/f t=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool - 77 -- -- 7777--- ----- 6 W 12F-Osw.' - - -- -- 0.065 n - - 3.17 _..0.83 ,_-.-. .540 446 - ._ 240_ 240 _-. . 967 252 .._._ 540 . ,- _.1713 .,_ _._.. W..__..- Ba wall.,liohtdrys. ..._. .0.088. .n .._. 5.46 1,01 _270 .._......-270 .-_. 14.73 272 0U- ---0 -0 12F-Osw 0.065 a 4.03 1.05 1143 840 3385 882 508 381 1533 399 2 glazing,clr low-e 0.320 e. 19.84 33.48 198 0 3928 6629 128 0 2530 4269 1 1 _ glass door,2 glazin. _ .. 0.320,,e. 19.84 .,,,_33.48,. _, 105 2083 - _. 3516, W _,- - Bp wall,light dry s -, _ .__ .0.088 ._e,- __- , 5.46- __-.1.011 _..-. 572 „. 572. __3118 „_--- _5760, 0._._ _.._ .0. _._ _0 _ . W 12F-Osw 0.065 s, 4.03 -__-_1.05_--,._ _564 „ _564 _. ..-2273 - - __592 _ 240 ., 240_ _ 967- 252 W Bg wall,light drys_ - - - ___0.088 _ s_ 5.46 1.01 __ 270 270 1473 272 0 0 0 0 12F-Osw 0.065 w 3.44 0.90 1231, 956 3288 857 - 448 328 1322 344 2 glazing,clr low-e 0.320 w 19.84 33.48 240 0 4762 8036 120 0 2381 4018 _glass door,2 glazin. - 0.320 .-w 19.84 . 33.48 _._.__ ..35 . 0 Z 694 ..__.1172 .._ . . 0 ._ _.. ._0 _ 0 . ._._-0 W___, Bq wall,light drv.s - 0.088 w. _ _5.46 -1.01 .__. _ 572,_ 572 - -3118 .._- --_ 576 - _ _ .0 -__- - _0__ -0 _ __0 P. 12F Osw .. .-_ 0.065 - = 4.03 ._...,_0.57 .255. .- _..255 _1028 1028 . 145 -0 0 -0 ._-. - 0 _ . ..-.0 C Atticceilino.,aspha - ._ 0.022 ____1.36 1.12 __ 1652_... 1652 _.-.„2253 _1848_..,__-1528 _-- 15281 -- ,-2084 -1709 F 19C 196scp. _-_ 0.049 .. - 1.05 -. __.0.23 _- 161 161170 _ -._.37 __.161 :_ ,161 _ _170 ., .,37 F_ 21A-32c -__ 0.020 - ..1.24 -__-- 0.00._ .- 1491 _ 1491-_ 1848 . ---- 0 --_ _ _ 0 _ -, __ O_ __0 _ _ 0 F 2.1A7326._ 0.020 -- 0.00 0.00 . -- 161 .. , 161 0 0 , 0 _-.. _0 0 0 61 c)AED excursion 0 1 0 Envelope loss/gain 1 36607 25854 1 1 11953 11280 12 a) Infiltration 12080 4181 3536 1224 b) Room ventilation 10869 2349 4076 881 13 Internal gains: Occupants @ 230 7 1610 5 1150 Appliances/other 3100 0 Subtotal(lines 6 to 13) 59557 37094 19565 14535 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 59557 37094 19565 14535 15 Duct loads 13% 18% 7868 6643 40% 46% 7868 6643 1 Air al room load required(dm) I 1 1 619531 419531 1 210001 21178 10001 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. �- wrigtit�otf[ 2022-Aug-30 211:29:43 �^ Rig ht-Su ite@ U niv ersal 2021 21.0.07 RSU 12322 ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Page 1 -�- wr'ghtsoFt• Right-,M) Worksheet Job: 3 rev Entire House Date: 08/08/2312022 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Main system (Unconditioned) 2 Exposed wall 374.0 ft 25.5 ft 3 Room height 10.2 ft 10.0 ft 4 Room dimensions 5 Room area 2981.0 ft' 161.0 ft' Ty Construction U-value Or I HTM I Area (f t') I Load I Area (f t') I Load number (Btuh/ft'-°F (Btuh/f t') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-0sw.. n- .. 3.17 ,- . 0.83 . -..185 .-- - _185_ ,--,.,746 ... 194 _.. _ ._115 _.- ._,115 0 - _ - 0 W.. Bq wall,light drys_...._ __.. 0 0 35 0 1852 12F-0sw 0.065 a 4.03 --'1.05 671 -. - 460 . . . 2083 3566 - 0- - 0 0 ..-.- . -.0 2 glazing,clr lower 0.320 a 19.84 33.48 71 0 1399 2360 0 0 0 0 11 -. glass door,2 glazin- _ _ .--- .320 . a 19.84 33A8 n. ..- 0. 0_ _W .- .- Bq wall,lightdrvs ,,- - .._0.088 _,e_. _- 5.46- _._ 1.01 . 572 .. .__ 572._ 3118 ,--.--.. 576 _.0 W 12F-0sw.. -, _ n,.._..... 0 . _ 0- 0 __. _... 0.065,_'s. ... -.4.03 _ .1.05. .-,. .-324 .... 324 _ ._1306 .,- . 340 .". -__:-.__0 _-. _0.. .. .-_0 0 W -. Bg wall,light dry_s- 0.088 s __5.46_ _ _ 1.01- _ _ 270_ . _ 270_ _ _1473 ___ 272 _ _ _ 0 __ 0 ___ _ 0 _ 0 12F-0sw 0.065 w 3.44 0.90 643 488 1967 512 140 140 0 0 2 glazing,clr low-e 0.320 w .19.84 33.48 120 0 2381 4018 0 0 0 0 glass-door,2 glazin 0.320 __w ------19.84 .--,33.48 _ -. .35- -_ -0-_ ... 694 1172 ._. ...._ 0 _ .0 _.0 __- _ ''0' W _.-- Bq wall.lightdrvs -_.0.088 _w __5.46 _•--.1.01 ...-.- ,572.._._ ..572_ _ -3118 __- 576 P_._._._ 12F-0sw..- _._...._,_ ._. 0.065,-- ._ 4.03.....:.- 0.57 255 ,-_.. -...255 -- . .1028 _.. -,,145 _.._ 0 .__ ._.r0 '.....---.-_...._0 - _ .:0, C Atticceilina.asoha_ -_ _. .,-0.022 - - 1.36 -._ -.1.12 _ _ _ 124_ -_ _ 124 _. -_169 138-_ F- 19C-19cscp .__ _ .0.049 ,..- 0 - 0 -0 . __. 0 --_--1.05 --.,-0.23 . .--__ �0,--- ' _0 _. _ ....0 _._ _.0 ._0 _ 0 F ... - _ 21A-32c_.- - _..._-_.. 0.020 - _.-._1.24 __.0.00 1491, -, -1491 1848_._ -02c-- ._ ._. _ _ _._.. ._0.020 _ ..c.. 0_, ,.__ 1 - ._ ....0_ _,- 0 . - - --. 0 F_ 21A __0.00.. 0.00 _'_ -_.-'_0 -_..-..'.._0 -_. _-0 :__.._. 0._ .... 161 _ 161 0 _ ._-- .-_0 6 c)AED excursion 0 0 Envelope loss/gain 24654 14574 0 0 12 a) Infiltration 8544 2957 0 0 b) Room ventilation 6793 1468 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3100 0 Subtotal(lines 6 to 13) 39991 22559 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39991 22559 0 0 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 39991 22559 0 0 Air required(cfm) 1 9531 9531 1 1 01 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A-F- 2022-Aug-00 21:29:43 -� - Right-Su ite®Universal202121.0.07RSU12322 Paget Westa-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Loads for Multiple Orientations Job: 4183 rev wrlght$oft� Date: 08/23/2022 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: East End Construction, Hampton Home Performance 75 Gillette Drive, East Marion, NY Email:jons@hamptonhomeperformance.com Design Conditions Location: Indoor: Heating Cooling East Marion, NY, US Indoor temperature(°F) 72 75 Elevation: 108 ft Design TD (°F) 62 13 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange (°F) - 15 ( L ) Wet bulb(°F) - 73 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(13tuh) 40851 36826 30805 37460 40851 36968 31143 38125 Latent Load (Btuh) 9592 9592 9592 9592 9592 9592 9592 9592 Total Load (13tuh) 50442 46417 40397 47052 50442 46560 40735 47716 Heating AVF(cfm) 1953 1953 1953 1953 1953 1953 1953 1953 Cooling AVF(cfm) 1953 1953 1953 1953 1953 1 1953 1953 1953 arilding Q ientation Coding Load 60000- 50000 40000- 30000- 20000- 10000- 0 0003000200010000 N NE E SE S SW W NN DrEdcnFrQt Da Tfaos Current Orientation: Front Door faces South Highest Cooling Load: Front Door faces North Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - vvirightsoft 2022-Aug-3021:29:44 .-- ...,•.w,m. , Right-Suite®Universal 2021 21.0.07 RSU12322 Page l ACCk ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S A Form - Worksheet A Job: 4183 rev wrightsoft Date: 08/23/2022 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Supporting Detail Project Name: Vesta-East Marion rev Date: 08/23/2022 Address: 75 Gillette Drive, East Marion, NY Phone: Job ID: 4183 rev Worksheet A Location and Design Conditions Weather Location: East Marion, NY, US Elevation= 108 Latitude= 41 Indoor Conditions, Heating: DB= 72'F RH= 50 % Indoor Conditions, Cooling: DB= 75°F RH= 50 % Table 1 Conditions 99% DB= 10 'F 1% DB= 88 °F Grains Difference= 36 gr/Ib Daily Range= L ___T_ Design Temperature Differences HTD= 62 °F CTD= 13 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wrilight soft" 2022-Aug-30 21:29:45 Right-Suite®Universal 2021 21.0.07 RSU12322 Page 1 ACC? ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MJ8 Front Door faces: S Load Multizone Summary Report Job: 3 rev wrightsoft' 08/ Date: 08/23/2022 By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:vwvw.perfect-home-hvac-design.com Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft' cfm Btuh/ft2 ft' cfm Btu h/ft2 Main system 30454 0.25 126 2.5 30454 0.40 201 0.9 Upper system 12222 0.26 52 2.5 12222 0.41 83 0.9 (Unconditioned) 0 0 0 0 0 0 0 0 Entire House 42676 0.25 178 2.5 42676 0.13 285 0.3 • . • and AVF Summary ROOM NAME Area Htg load Clg load Htg AVF Clg AVF ft2 Btuh Btuh cfm cfm Mud 161 3350 2037 80 86 Ktchn 189 2682 2201 64 93 Den 172 2851 1829 68 77 Nook 101 1830 .1677 44 71 Foyer 143 3222 3511 77 148 Great 369 4362 3886 104 164 Bedl 210 3905 2373 93 100 Bthl 72 1341 947 32 40 Wicl 47 594 753 14 32 Pdr 26 0 0 0 0 Unfin. bsmnt 1491 15854 3345 378 141 Main system 2981 39991 22559 953 953 Bth4 63 1691 1102 62 52 Bed4 215 4144 3306 151 156 Beds 156 3809 2555 139 121 Wic2 72 245 119 9 6 Bed3 200 3383 2907 123 137 Bed6 161 3782 2976 138 141 Bed2 224 4418 4016 161 190 Office 218 3089 2145 113 101 Bth5 63 1785 1331 65 63 Bth 85 948 624 35 29 Wic4 72 138 99 5 5 Upper system 1528 27433 21178 1000 1000 Garage 161 0 0 0 0 (Unconditioned) 161 0 0 0 0 Entire House 4670 67424 43737 1953 1953 W rightsoft' 2022-Aug-30 21:29:45 RightSuite®U niversal 2021 21.0.07 RSU12322 Page 1 ACD, ...\Vesta-East End Const\Vesta-East Marion rev.rup Calc=MA Front Door faces: S FIELD INSPECTION REPORT DATE C MMENTS FOUNDATION (IST) 1MA &Uv dV W y V ------------------------------------ ClFOUNDATION (2ND) � O l LA y 1 ROUGH FRAMING& IS PLUMBING I INSULATION PER N.Y. � y STATE ENERGY CODE FINAL omd AL- ADDITIONAL COMMENTS r� o Itea- e ��- � 0 1 O a2T .3 Q C S h �%l � 1 � c baa C 4 �3 - 1 Uce-%--AjkAs y �O � x r� od � y a .roti °ds.Y, TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town.Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 of �ao� Telephone(631) 765-1802 Fax(631) 765-9502 haps://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only AUG Ok 5 2022 PERMIT NO. Ul Building Inspector: BUiLUii\IG rt_PT TI�IArnt r�C Qnl ITi IOLD Applications and forms must be filled out in their entirety.Incomplete applications.will not be accepted. Where the Applicant is not the owner,an. Owner's Authorization form(Page 2)shall be completed. Date: August 2, 2022 OWNERS)OF PROPERTY: Name: Chris Karalis SUM#1000- d(o _ o o a Project Address: 75 Gillette Dr, East Marion, NY 11939 Phone#: (646) 294-0475 1 Email: laurenkaralisl@gmaii.com Mailing Address: 274 Rushmore Ave, Carle Place, NY 11514 CONTACT PERSON: Name: Stacey Bishop, East End Construction Svcs, LLC Mailing Address: PO BOX 63, Southold, NY 11971 Phone#: (631) 905-4382Tmodulargall@aol.com Em DESIGN PROFESSIONAL INFORMATION: Name: Icon Legacy Custom Modular Homes LLC Mailing Address: 246 Sand Hill Rd, Selinsgrove, PA 17870 Phone#: (570) 374-3280 Email: Randya@iconlegacy.com CONTRACTOR INFORMATION: - Name: Pending - awaiting estimates Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 700,000.00 Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: vacant Intended use of property: New Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? Dyes ®No IF YES, PROVIDE A COPY. W Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town(if Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulation's,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law. Application Submitted By(print name): Stacey Bishop BAuthorized Agent ❑Owner Signature of Applicant: Date: August 2, 2022 STATE OF NEW YORK) SS: COUNTY OF=� I V ) C'e 1.5 being duly sworn, deposes and says that(s)he is the applicant (Name of indivMualAigning contract)above named, (S)he is the (Contracto Agent, orporate 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 5 r day of 20C otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATIOrtUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner�OmmISSION EXPIRES JUNE 30,26gpk I Chris Karalis residing at 275 Rushmore Ave, Carle Place, New York, 11514 Stacey Bishop, East End Construction Svcs LLC do hereby authorize to apply on my behalf to the Yown of Southold Building Department for approval as described herein. (�W— August 2, 2022 Owner's Signature Date Chris Karalis Print Owner's Name 2 o�gUffOl�coG TOWN OF SOUTHOLD—BUILDING DEPARTMENT ya Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowmy.gov f , Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C 1''1 PERMIT NO. Building Inspector: D `1jD OCT 2 5 2021 Applications and forms must be filled out in their entirety.'Incomplete BUILDING DEPT. applications will:not be accepted. Where the Applicant is not the owner,an' TOWN OF SOUTHOLD Owner's Authorization form(Page 1)shall be completed:' min Date: October 19, 2021 PrnUK1Q1 �, .:._._.. OWNER(S)OF;PROPERTY: ; .. .._,. Name: Karalis scrM#s000-031.00 - 06.00 - 002.000 Project Address: Gillette Dr, East Marion Phone#:. 646-294-0474_._.W....._.__....-.._.._._......... ...................w.W....._...._. Emallq 1;qurenkaralisl_@gmail-._com _................___.... Mailing Address: 274 Rushmore Ave, Car ,..._.__...._.,_. ._._._._.__.....__._.__...___...._..___le wPlace, NY 11514 Rushmore .CONTACT PERSON: Name: Stacey Bishop East End Construction Services...W._..._.__..._,........_......_........ m_.......a.. ___..._...._............_...._....._....-......._..._.._. Mailing Address: MPO Box 63, Southold, NY 1.1971 ......__._..__. ......_..... ........_.._._.____...._.�..__-..___._..._ Phone.#: 631-905-4382 _._. ..__.__..__...__..-._._..._-.._.._......_...___._...._.___._ Email: modularaal1 DESIGN PROFESSIONAL INFORMATION:' Name: ------------ Mailing Address: Phone#: Email: CONTRACTOR-INFORMATION: , Name: Mailing Address: Phone#: Email: DESCRIPTION OF"PROPOSED CONSTRUCTION: . ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther Merger determination-is waiver of merger required or is lot single and separate $ Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Vacant lot Intended use of property: Modular home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design-professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town-Code; APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building'Permit pursuant to the Building Zone Ordinance of the town of Southold,Suffolk,County,New York and other applicable laws,Ordinances.or Regulations,for the'construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant'agrees to comply with'all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210:45 of the New York State Penal Law. Application Submitted By(print name): Stacey Bishop BAuthorized Agent ❑Owner Signature of Applicant: Date: October 19, 2021 STATE OF NEW YORK) COUNTY OF ) 1�&i2ce-\j being duly sworn,deposes and says that(s)he is the applicant (Name of individu I signing contract)above named, (S)he is the (Contra tor,Agent, orporate Officer,etc.) of said owner or owners,and is duly authorized orm or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 e 41CW Notarybli Puc 70 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 Where the applicant is not the owner QUALIFIED IN SUFFOLK COUNTY ( Pp ) COMMISSION EXPIRES JUNE 30,219.a— Lauren 0,20_2x. Lauren Karalis residing at 274 Rushmore Ave, Carle Place NY 11514 do hereby authorize Stacey Bishop to apply on my beha f to the Town of Southold Building Department for approval as described herein. &' 10/19/2021 Owner's Signature Date Lauren Karalis Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 9, 2021 TO: Stacey Bishop (Karalis) PO Box 63 Southold,NY 11971 Please take notice that your application dated October 25, 2021: For merger determination at: Location of property: 75 Gillette Drive, East Marion,NY County Tax Map No. 1000—Section 31 Block 6 Lot 2 Is returned herewith and disapproved on the following grounds: The subject lot has merged with adjacent lots to the north(SCTM# 1000-31-6-1) and to the south (SCTM# 1000-31-6-3)pursuant to Article II Section 280-10, which states; "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at M time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." ( I Autliriz ignature CC: file, Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ,7 V 53695 Main Road-PO.-.,Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantess = Town Annex/First Floor, 'Ma� ' * e -' Robert Lehnert,Jr. 54375 in.Road(atY6un sAl flue) Nicholas Planamento http://southoldtownny.gov UL 7, 2029. ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 -Fax (631)765-9064 dUthbld Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 21, 2022 ZBA Application No. 7643 Applicants/Owners: Sam Karalis Property Location: 75 Gillette Drive, East Marion, NY. SCTM#1000-31-6-2 SCTM#1000-31-6-1 SCTM#1000-31-6-3 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property Linder consideration in this application and determines- that this review falls under the Type Il category of the State's 'List of Actions, without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County-Administrative Code Sections A 14-14 thrU A 14-25, and the Suffolk County Department of Planning issued its reply dated February 18, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION'.- The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject properties are three nonconforming parcels located in an R-40 Zoning ing District. The subject property SCTM#1000-32-6-2 is a 12,707.42 square foot parcel. The northerly property line measures 128.09 feet and is adjacent to Lot 41, the easterly property line measures 105.72 feet,the southerly property line measures 115.17 feet and is adjacent to Lot 43 and the westerly property line measures 103.64 feet and is adjacent to Gillette Drive. The property is currently a vacant wooded lot as shown on the survey map prepared by Michel J. Scalice, LS and dated June 29, 2020. SCTM#1000-31-6-1)1-6-1 is a 22,501.54 square foot parcel. The northerly property line is 148.61 feet and is adjacent to Main Road (NYS Route 25),the easterly property line measures 158.89 feet,the southerly property line measures 144.91 feet and is adjacent to Lot#2, the westerly property line measures 149.39 feet and is adjacent to Gillette Drive. This is a corner parcel improved with a I V2 story frame dwelling. The front of the residence faces the Main Road. There is a frame Outhouse in the rear eastern part of the yard. There is a 123 ft. x 16.8 ft. frame shed located in the South rear yard near Lot#2 as shown on the Survey prepared by Michel J. Scalice, LS,and dated June 29, 2020. SCTM#1000-3 1-6-33 is a 12,592.59 square foot parcel. The northerly property line measures I [5.17 feet and is adjacent to Lot#2, the easterly property line measures 112.71 feet, the southerly property line measures 103.75 feet and is adjacent to Gillette Drive. The property is improved with a one-story frame dwelling with a brick rear yard patio that surrounds a 18 ft. x 40 ft. inground swimming pool as shown on the survey map prepared by Jason D. Leadingharn, LS and dated December 17, 2021. t Page 2, July 21, 2022 #7643, Karalis S CTM No. 1000-31-6-1, 2 & 3 BASIS OF APPLICATION: Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 12,707.42 square feet SCTM#1000-3 1-6-2 from an adjacent land area of 22,501.54 square feet SCTM#1000- 31-6-1 from adjacent land area 12,592.59 square feet SCTM#1000-31-6-3 based on the Building Inspector's Notice of Disapproval pursuant to Section 280-10, determining the properties have been merged. "A non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance. Non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements minimum 40,000 sq.ft. in the R-40 Residential Zoning District; located, at 75 Gillette Drive, East Marion, NY. SCTM Nos. 1000-31-6-2 ,1000-31-6-1 and 1000-31-6-3. ADDITIONAL INFORMATION: The subject Lot#2 was originally created by deed in March 18, 1953 and recognized as a separate lot by the Town of Southold. All three parcels have been owned by the same owner within a subdivision entitled Marion Manor. The subject lot was recognized as a single and separate lot in Marion Manor. Lots in the subdivision are similar in size, ZBA decisions have been granted in the community of East Marion,as listed below: • ZBA#7203, Cornell, October 18 2018 • ZBA #6947, Phillippou, May 19, 2016 • ZBA 46831, Dixon, February 19, 2015 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The standard for the granting of a waiver of merger are contained in Section 280-11 of the Town Code. Sections 280-11(A) and (B) require that the Board engage in a two-prong test before granting a waiver of merger. Pursuant to Section 280-11(A) the Board must determine whether the lot proposed to be recognized has been transferred to an unrelated person or entity since the time the merger was affected. If the lot has been transferred to an unrelated person, the lot is not eligible for a waiver of merger. Pursuant to Section 280-11 (B), if the lot has not been transferred to an unrelated person, the Board must engage in a balancing test of 3 factors to determine whether the lot is eligible for a waiver of merger, namely, whether(1) the proposed waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood, (2)the lot proposed to be recognized is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation, and (3)the proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district. The Zoning Board of Appeals held a public hearing on this application on July 7, 2022, at which time written and oral evidence were presented. Pursuant to § 280-11(A) the Applicant has submitted documentation, to the satisfaction of the Board that there have been no transfers of ownership of the lot outside the family since the time merger was affected. The applicant's representative indicated the following timeline: • In 1953, The lot was created by subdivision map of Marion Manor, Filed Map No. 2038. • In 1991, The applicants purchased the three lots known to be single and separate lots pursuant to a Town Code Exemption List. • In 1997, Lots within Marion Manor were removed from the Exemptions as listed in the Town Code,Section 100-12, and therefore, merged. 1 Page 3, July 21, 2022 #7643, Karalis SCTM No. 1000-31-6-1, 2 & 3 Consequently, the subject lot is eligible for a waiver of merger. Pursuant to §280-11(B), the Zoning Board finds that; (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because: the vast majority of the lots in the Marion Manor subdivision were established with similar shape and size. (2)The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because: The lot has remained vacant and left wooded with no improvements or buildings on the property. (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because: the subdivision is largely built out and the lot to be unmerged will be developed with a single-family dwelling which is in character with the existing neighborhood. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried to GRANT the waiver of merger as applied for, and as shown on the survey prepared by Michael J. Scalice, LS, and dated June 29, 2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proof that waiver of merger is affected by way of a recorded deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM#1000-3 1-6-2 be provided to the ZBA within 2 years of the date of this decision. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the nullification of the approved of the waiver of lot merger granted herein, and require a new application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) r' Li Leslie Leslie Kanes Weisman, Chairperson Approved for filing �1 ), /2027_ � �y h BUILDING DEPARTMENT-Electrical Inspector 6 TOWN OF SOUTHOLD o ® g Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ® Telephone (631) 765-1802 n Temporary Certificate # 14q0 Date ` a 2023 Customer Name C h�� S �iGtr� S Electrician Name ,spy� AIh clemy1c tie Address Gj (q 7Te /)I/ 6GS1- QY&�7 Phone �31 _ y 3 3 _ o 6 0a e-mail E 0,urreP1 Kc -a,ll s tLLUe l ' N Phone ` �i L, ��`► Uy`l 5 e# y 5::2 Size �QD A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? 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 da the date eve. Authorized by $�I:FQIKC 2V3BUI E1 G DEPARTMENT- Electrical Inspector ` � TOWN OF SOUTHOLD `fie �1� 11 & all Annex-54375 Main Road - PO Box 1179 2,,. T,0Vgj4OFS �� Southold, New York 11971-0959 �y • �p Telephone (631)765-1802- FAX (631) 765-9502 roper richerttown'.southold.hy.us APPLICATION FOR ELECTRICAL INSPECTION ... _ Date: ZEE. REQUESTED•BYf. GN /. .._.. `71 t(%... Company Name: �� /,:�� %�ick `i cd.^�/'i `� �N Name: -r- License No.: S' 2 2 ~!"'!-� email: G.r� h%tie•- r� c Al6-- Address: Address: /5-Zc :i lu 'V-e_ 11010-e-1-7 ," N7LZ 17i Phone No.: - a` o -2- -JOB SITE INFORMATION: (All Information Required) Name: Address: �'l l �f�`-e— Cross Street: - Phone No.: Bldg.Permit#: $ 3 2 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) e�tu Circle All That Apply: Is job ready for inspection?: YES/ tj:o�) Rough In Final Do you need a Temp Certificate?: YE / NO Issued On+ L/�U o j�}' , fled 2,L 1 Temp Information' (All information required)- Service Size .1 Ph 3 Ph Size: ZEA ##Meters�_Old Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Underground Overhead #Underground Lateralsa 2 H Frame Pole Work done on Service? Y Additional'Information: Uo l'm `` - PAYMENT DUE WITH APPLICATION Request'ror Inspection Form As _ / /" �' / t7� . WAR 202131_1I l G DEPARTMENT- Electrical Inspector d ' TOWN OF SOUTHOLD all Annex - 54375 Main Road - PO Box 1179 - To,Al OFSC " Southold, New York 11971-0959 • Telephone (631) 765-1802 - FAX (631) 765-9502 $ ,�c roger richert(cr-town southold.hy.us APPLICATION FOR ELECTRICAL INSPECTION _... . . - Date: . . __ ! R'EQUESTED'BY: "� �GNt' ��._.._.....`-cl�'-l-G....., .:._--------- Company Name: I Name: License No.: �' z 2 email: �,� fh/lve•- r, c�✓ G %h�. �r� Address: 1L. Phone No.: -JOB SITE INFORMATION: (All Information Required) lC� �' lf rS Name: '. Address: 75- Cross jCross Street: Phone No.: BIdg.Permit#: L/L/9- 3 2 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: �, j Is job ready for inspection?: YES / Rough to Fina! Do you need a Temp Certificate?: YE:;)/ NO Issued On+/L/` o erMl fe,4 3'2,1 Temp Information' (All information required). Service Size1 Ph 3 Ph Size: Z A #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected- Underground i/= Overhead Underground Lateralse 2 H Frame Pole Work done on Service? Y Additional Information: -7 m PAYMENT DUE WITH APPLICATION G Request for Inspection Formals Y _ / PERMIT 0 Address Svvitche Outieis GFI's Surface 10 Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Micro Generator _arbon Cooktop Transfer _ombo /� ' I �C �(�� AH � 6 V Hood Service Amps Have Usec pedal -700 C � :omments - ALY qO Q ! ►� S�fo�- 100 MA P Juk -5n (,e East ffldfL7flSkId19fl Svcs. LLC Modular Home Dealer License#DL90001395 PO Boz 63, Southold,NY 11971 (631) 905-4382 ............................................................... 30 West Main St 770 North Bend Rd Suite 208 Suite A Riverhead,New York Surry,Maine *office hrs by appt only *office hrs by appt only October 19, 2021 To Southold Town Building Department, Enclosed please find an application, single and separate title search, survey and check for$50 for a merger determination of the subject property located on Gillette Dr in East Marion. Please feel free to contact me with any questions. Thanking you in advance for your time and attention in this matter. Regards, Stacey Bishop (631) 905-4382 Modulargall@aol.com 1 East[fld&PL7flSk14di9fl Svcs. ZZf Modular Home Dealer License#DL90001395 PO Bog 63, Southold,NY 11971 (631) 905-4382 ................................................................ 30 West Main St 770 North Bend Rd Suite 208 Suite A Riverhead,New York Surry, Maine *office hrs by appt only *office hrs by appt only September 14, 2022 Hello, Enclosed please find four(4) copies of the updated foundation plan and copies of the Manual J, D and S for the Building Application for a single family Modular Home previously submitted for Karalis, 75 Gillette Dr, East Marion. I wanted to provide these updated documents while the application is still pending. Please feel free to contact me if there's anything additional you need. Thanks! Regards, F n n E _ _ `ul Stacey Bishop s (631) 905-4382 J S F P 1 n'IP77 PO Box 63, Southold,NY 11971 BUILDING DE 0: T.;CV:;OF--,0t.UF) 1 ' '1 AME>R/C First American ride November 8, 2021 Town of Southold P.O. Box 1409 Southold, NY 11971 RE: Title No: PAC-4443 Owner: SAM C. KARALIS and BARBARA KARALIS, HIS WIFE Premises: 1000-031.00-06.00-002.000 Dear Sir or Madam: Please be advised that Peconic Abstract, Inc. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent,said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles,omit title exceptions,collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. . If you have any questions in this regard, please feel free to call me at any time,. Very truly yours, Patricia A. LaPorta, Esq. New York State Counsel Agency Division PAL/wvp cc, Peconic Abstract, Inc. 405 Ostrander Avenue P.O. Box 1267 Riverhead, NY 11901 Phone No. (631) 369-0222 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600 • FAx 212.922.0881 www.firstamny.com Title No. PAC-4443 VARIANCE SEARCH JOANN SPAN BU RGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 8/1/2021 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 1/1/1957. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION .SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON, DATED: 11/8/2021 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 8th day of November, 2021 h-.- 15 .fin Lt- i BY: �l NOTARY PUBLIC JOANN SPAN BU RGH-WASKI, PRESIDENT MICHELLE BOTrOMLEY Notary Public,State of New York Reg.No.01B04989798 Quallfled Ini$061k County Commission Expires 12/16/ Title No. PAC-4443 Subject Premises: 1000-031.00-06.00-002.000 Peter Blank&Son Dated: 7/15/1953 TO Rec'd: 7/28/1953 Ruth H. Schneider Liber 3553 cp 181 Jean Schneider, residuary beneficiary(and executrix) Dated: 12/16/91 under the Last Will and Testament of Rec'd: 12/27/91 Ruth Hart Schneider, late of the County of Kings, Liber 11392 cp 279 Surrogate Court, index 44671/91 TO Sam C. Karalis and Barbara Karalis, his wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 8"' day of November, 2021� y._ n Notary Public Joann Spanburgh-Waski, President nn cti0J-E B0TTQ.MLE—Y. Notary t?►liltg;:State=pt,;Hew Y tit Reg... Gluaftfled•In SuHol�t;County;�� Gomir!i�lon.Expires'I'?19 Sl_ ti i Title No. PAC-4443 North of Subject Premises: 1000-031.00-06.00-001.000 Julia Avery Fish, sole surviving child of Dated: 5/9/1932 Latham A. Fish, deceased; Elizabeth H. Brinsmade, Rec'd: 5/29/1934 Formerly Elizabeth H. Fish, widow and sole Liber 1765 cp 279 beneficiary under the will of Harold L. Fish, deceased; and Florence Fish, widow and sole beneficiary under the will of Edmund Fish, deceased; TO Ruth Hart Schneider Jean Schneider, residuary beneficiary (and executrix) Dated: 12/16/91 Under the Last Wil and Testament of Rec'd: 12/27/91 Ruth Hart Schneider, late of the County of Kings, Liber 11392 cp 279 Surrogate Court, index 44671/91 TO Sam C. Karalis and Barbara Karalis, his wife LAST DEED-OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 81'' day 6VN0"vemtier,20271 I by All Notary Public Joann Span burg h Waski, MICHELLE BOTTOMLEY President (Votary Public..State of New York Reg.No.,01B04989798 QuellQetl In,Suiioik C.ounty.� Commission Fires 121.151 Title No. PAC-4443 South of Subject Premises: 1000-031.00-06.00-003.000 Peter Blank & Son Dated: 7/5/1956 TO Rec'd: 7/10/1956 J. Burgess Jamieson and Liber 4141 cp 146 Erna E. Jamieson, his wife J. Burgess Jamieson and Dated: 3/29/1961 Erna E. Jamieson, his wife Rec'd: 4/4/1961 TO Liber 4968 cp 266 Robert J. Kress and Joan F. Kress, his wife Robert J. Kress and Dated: 7/5/1962 Joan F. Kress, his wife Recd: 7/18/1962 TO Liber 5198 cp 580 Ethel J. Brown Continued... Sworn to before me this PECONIC ABSTRACT, INC. Wh day<of..N.ovember-, 2021 Notary Public Joann Spanburgh-Waski, MICHELLE BOTTQMLEY President Notary.Public,.State'of New York r3eg:.No:01 B04989790 C16 016 In SEaObi{i Gaur►ty A Commission Expires 121161_ S Title No. PAC-4443 South of Subject Premises: 1000-031.00-06.00-003.000 Continued... Ethel J. Brown Dated: 1/4/1983 TO Rec'd: 2/1/1983 am Karalis and Liber 9308 cp 133 Barbara Karalis, his wife LAST DEED OF RECORD. Sworn to before me this PECONIC ABSTRACT, INC. 8t' day of November,2021 Notary Public Joann Spanburgh Waski, President MICHELLE 001TOMLEY Notary Public,State of New York Reg.No.01 804989798 Glu;�iei;InSuffnttt Catitity,, � Title No. PAC-4443 East of Subject Premises: 1000-031.00-06.00-006.000 Ella C. Rogers Dated: 1/19/1928 TO Rec'd: 1/23/1928 Wesley P. Merrill and Liber 1328 cp 270 Matilda F.'Merrill, his wife Matilda F. Merrill Dated: 5/4/1975 TO Rec'd: 5/8/1975 Jane M. Schulte Liber 7836 cp 390 Jane M. Schulte Dated: 9/19/1985 TO Rec'd: 9/25/985 William J. Wagner and Liber 9882 cp 486 Dorothy B. Wagner, his wife Continued... Sworn to before me this PECONIC ABSTRACT, INC. 8th day of November, 2021 - , by: L I Notary Public Joann Spanburgh-Waski, President MICHF-U_E:BQT r0MLEY iVotary'Ryblic';Stata'of how York Re3:1�S6 0;1804S897G6 Qualtneii:In 8u3f0&'County %(0 coinni{ssion'Ecpires 12/161 Title No. PAC-4443 East of Subject Premises: 1000-031.00-06.00-006.000 Continued... ,William J. Wagner and Dated: 10/26/1994 Dorothy B. Wagner, his wife Rec'd: 11/18/1994 TO Liber 11703 cp 150 William J. Wagner and Dorothy B. Wagner, as Trustees of the Wagner Family Trust dated 10/26/1994 Nancy Clous, as Trustee Dated: 10/16/2014 of the Wagner Family Trust, dated 10/26/1994 Rec'd: 11/12/2014 TO Liber 12795 cp 560 William A. Bjornholm and Cynthia M. Franceus-Vazquez, husband and wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 8th day of November, 2021 X111, qy; ,• C� wL Notary Public Joann Span burg h-Waski, President MICi;1ELtE:130TrQMLEY Notary iP6116', i4.0w York Rog..A1o:A to"0 9798.. QusU�ed fnZI , -1ti16I Commission Expi Title No. PAC-4443 West of Subject Premises: Gillette-Dr:: Sworn to before me this PECONIC ABSTRACT, INC. 8 ' day;of-N-pvern Notary Public Joann Spanburgh Waski, President t�IC.H�k.►=E$�Otil1 Notary;Pubp ,; °Naw.Vork -�oQ:,g1aw01,��989.798 QalS3te�!1n,Stdialic_ Eoirimisa��!'' �' SS AM EqC k, yy rrstAmerican Ede December 22, 2021 Town of Southold P.O. Box 1409 Southold, NY 11971 RE: Title No: PAC-4443 Owner: SAM C. KARALIS and BARBARA KARALIS, HIS WIFE Premises: 1000-031.00-06.00-002.000 Dear Sir or Madam: Please be advised that Peconic Abstract, Inc. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in-this regard, please feel free to call me at any time. Very truly yours, wma--�- V49ti, Patricia A. La Porta, Esq. New York State Counsel Agency Division PAL/wvp cc: Peconic Abstract, Inc. 405 Ostrander Avenue P.O. Box 1267 Riverhead, NY 11901 Phone No. (631) 369-0222 666 Third Avenue,5th Floor,New York,NY 10017 rEL 212.381-6600 • FAx 212.922.0881 www.firstamny.com w Title No. PAC-4443 VARIANCE SEARCH JOANN SPANBURGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 8/1/2021 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 1/1/1957. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 12/22/2021 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 22nd day of December, 2021 A-S BY: n. NOTARY PUBLIC JOANN ANBURGH-WASKI, PRESIDENT MICHELLE SQ�ie %,-!LEY Notary Public,St�to or Ne•a Yore Rcg.tqo.ou"GRed In S10011.O�EC)�tiSBi�it; 1/— Cornivissio,E:cg3rI-s Title No. PAC-4443 Subject Premises: 1000-031.00-06.00-002.000 Peter Blank& Son Dated: 7/15/1953 TO Rec'd: 7/28/1953 Ruth H. Schneider Liber 3553 cp 181 Jean Schneider, residuary beneficiary (and executrix) Dated: 12/16/91 under the Last Will and Testament of Rec'd: 12/27/91 Ruth Hart Schneider, late of the County of Kings, Liber 11392 cp 279 Surrogate Court, index 44671/91 TO Sam C. Karalis and Barbara Karalis, his wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 22"d day of December,, 2021, k 1 kA Notary Public J Joann Spanburgh-Waski, President fJ9lf!'t't i on;s ' nt alt^!';;,a ' ✓G,`'':Jf:s3 Cum,, �omrtsss:�p G:;ii,a�12/2 / 2`� Title No. PAC-4443 North of Subject Premises: 1000-031.00-06.00-001.000 Julia Avery Fish, sole surviving child of Dated: 5/9/1932 Latham A. Fish, deceased; Elizabeth H. Brinsmade, Rec'd: 5/29/1934 Formerly Elizabeth H. Fish, widow and sole Liber 1765 cp 279 beneficiary under the will of Harold L. Fish, deceased; and Florence Fish, widow and sole beneficiary under the will of Edmund Fish, deceased; TO Ruth Hart Schneider Jean Schneider, residuary beneficiary (and executrix) Dated: 12/16/91 Under the Last Will and Testament of Rec'd: 12/27/91 Ruth Hart Schneider, late of the County of Kings, Liber 11392 cp 279 Surrogate Court, index 44671/91 TO Sam C. Karalis and Barbara Karalis, his wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 22"d day of December, 2021 LG A lam' LI by: Notary Public Joann Spanburgh-Waski, AR President C.t-f�6_Lf�fir?1 i�;�"LL_1' oudl.k ,I,S SE."Ik)sk Cam"Y., doll'daiiS510A Expiies �� Title No. PAC-4443 South of Subject Premises: 1000-031.00-06.00-003.000 Peter Blank & Son Dated: 7/5/1956 TO Rec'd: 7/10/1956 J. Burgess Jamieson and Liber 4141 cp 146 Erna E. Jamieson, his wife J. Burgess Jamieson and Dated: 3/29/1961 Erna E. Jamieson, his wife Rec'd: 4/4/1961 TO Liber 4968 cp 266 Robert J. Kress and Joan F. Kress, his wife Robert J. Kress and Dated: 7/5/1962 Joan F. Kress, his wife Rec'd: 7/18/1962 TO Liber 5198 cp 580 Ethel J. Brown Continued... Sworn to before me this PECONIC ABSTRACT, INC. 22nd day of December, 2021 / by: Notary Public Joann Spanburgh-Waski, President Notary!''LFA`/.^ fork RCL:%6"!S�.0"r"�s!sic��2,3 n,SLo �'+Jl11Ts:;9S{i7J iV)1^e' e.,•rn J.� Title No. PAC-4443 South of Subject Premises: 1000-031.00-06.00-003.000 Continued... Ethel J. Brown Dated: 1/4/1983 TO Rec'd: 2/1/1983 Sam Karalis and Liber 9308 cp 133 Barbara Karalis, his wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 22"d day of December, 2021 I I 1- a...� �'1� ,�,I A � � ° by: W dQ� ��l Notary Public Joann Span burgh-Waskii, President Not"ry Public, Rog.NO.�;i✓{�/'_:`ui J.�'s Title No. PAC-4443 East of Subject Premises: 1000-031.00-06.00-006.000 Ella C. Rogers Dated: 1/19/1928 TO Rec'd: 1/23/1928 Wesley P. Merrill and Liber 1328 cp 270 Matilda F. Merrill, his wife Matilda F. Merrill Dated: 5/4/1975 TO Rec'd: 5/8/1975 Jane M. Schulte Liber 7836 cp 390 Jane M. Schulte Dated: 9/19/1985 TO Rec'd: 9/25/985 William J. Wagner and Liber 9882 cp 486 Dorothy B. Wagner, his wife Continued... Sworn to before me this PECONIC ABSTRACT, INC. 22nd day of December, 2021 Notary Public Joann Spanburgh-Waski, President MICHELE @01:0PALF;Y '^ , o�s3�Public, _r.,�` , Y�:�YJ ,ark Rea.Flo.01L"'34 .:»iC:3 Title No. PAC-4443 East of Subject Premises: 1000-031.00-06.00-006.000 Continued... William J. Wagner and Dated: 10/26/1994 Dorothy B. Wagner, his wife Rec'd: 11/18/1994 TO Liber 11703 cp 150 William J. Wagner and Dorothy B. Wagner, as Trustees of the Wagner Family Trust dated 10/26/1994 Nancy Clous, as Trustee Dated: 1 011 6/201 4 of the Wagner Family Trust, dated 10/26/1994 Rec'd: 11/12/2014 TO Liber 12795 cp 560 William A. Bjornholm and Cynthia M. Franceus-Vazquez, husband and wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 22"d day of December, 2021 by: Notary Public Joann Spanburgh-Waski, President 01, t C6YY1S"1SzJ3n , C.�;tci i2l�c:j Title No. PAC-4443 West of Subject Premises: Gillette Dr. Sworn to before me this PECONIC ABSTRACT, INC. 22"d day of December, 2021 'A ' cul by: Notary Public Joann Span burg h-Waski, President �CSi:9i f�^?S�'• wt' APPLICANTIOWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME • B I Oso .(Last name,first me middle Mal,'al,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of ,dt-2lla Signature Print Name /`ZZ16C.04 �S' APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : C A IIc Ala�c r (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day o 202-7, Signature Print Name Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 construction,planning activity, agency regulation, land transaction) M (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and exte of action: i� b Gb0S-LLLca kAJ �i;m L,=V hPWoyc,Ati iidr�S: ti Location of action: C rccC'i i� �,�. C �i,i,�q2ro,J Site acreage: , d 9 51�,- Present land use: VA C-Ak r— Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: S-1-ACL-1 i3 is Kbp ��S<�c�© c� s;rwz � Sumas- e-4-c- (b) Mailing address: eo (c) Telephone number: Area Code 3& a (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No� If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria 13 Yes 11 No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes 0 No R Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 YesEl NoEl Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria E Yes 0 No []Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes [1] No[] Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeEl No❑ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. 0 Yes ❑ No E Not Applicable Created on 512510511:20 AM . i i i 11111111 If II fflll IIIII fflll IIIII IIIII IIIII IIIII IIII 1111 ; Illlllllfllllllllllllllll ' � � •` SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 03/25/2022 Number of Pages: 4 At: 12:30: 17 PM Receipt Number : 22-0051880 TRANSFER TAX NUMBER: 21-28736 LIBER: DOOOi`3148 PAGE: 802 District: Section: Block: Lot: r 1000 031.00 06.00 002 .000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt ,,_Exempt Page/Filing $20.00 NO Handling $20.00. ,f NO COE . $5.00 NO NYS SRCHG $15.00• NO EA-CTY $5.00 NO EA-STATE $250.00, TP-584 $5.00 NO Notation $0.00' x' ' NO Cert.Copies $0.00 NO RPT - $200.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 - NO Fees Paid $520.00 .. TRANSFER TAX NUMBER: 21-28736 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE gun County Clerk, Suffolk County �. � J 0 0 Number of pages �'� RECORDED 2022 Mar 25 12:30:17 Pr9 JUDITH A. PASCHLE This document will be public CLERK OF record.Please remove all SUFFOLK. COUNTY Social Security Numbers L D00013148 prior to recording. P 802 DT# 21-28735 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee Mortgage Amt. 1,Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation spec./Asslt. or EA-52 17(County) Sub7otal Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A, Held forAppointment Comm.of Ed. S. 00 Transfer Tax _ Affidavit G+ . Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES orNO other Grand Total If NO, see appropriate tax clause on page tt ofthis Instrument. 30 a-1-2 as 4 Dist.1000 22014172 1000 03100 0600 002000 ! 5 Community Preservation Fund T I!!l!RRRRIIIII I1II RRRRIIII1111�ImpI�'�III111nnn uuunnn Real Property Y�SMAR IIIpIIIHII�� CO sideration Amount$ � Tax Service I��uu ++ ��uYUW1Il1lIl IliWll . Agency Cp Due $ J� Verification —-- - ----- - __. _ .__. _ J / p Improved 6 Satisfactions/Discharg RECORD e RET List y Owners Mailing Address Vacant Land MAGRIPLES&ASSOCIATES, LLC o/ 21-71 STEINWAY STREET TD ASTORIA,NY 11105 TD TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name PECONIC ABSTRACT, INC. www.suffolkcountyny.gov/clerk Title H PAC-4443 s Suffolk County Recording & Endorsement Page This page forms part of the attached DEED made by: (SPECIFYTYPE OF INSTRUMENT) SAM C. KARALIS and BARBARA KARALIS, The premises herein is situated in HUSBAND AND WIFE SUFFOLK COUNTY,NEW YORK. To In the TOWN of SOUTHOLD CHRIS KARALIS In the VILLAGE or HAMLET of FAST MARION BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over .r Wa anlyledWithFullCovenants-Individual orCorpomion(single�hcn) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 17" day of FEBRUARY in the year 2022 BETWEEN SAM C.KARALIS AND BARBARA KARALIS,HUSBAND AND WIFE,RESIDING AT 14.72 t6l"STREET,WHITESTONE,NY 11357 party ofthe first part,and CHRIS KARALIS,RESIDING AT 274 RUSHMORE AVENUE,CARLE PLACE, NY 11514 party of the second part, WITNESSETH, that the party of the first part, in consideration of ten dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the part, the heirs or successors and assigns ofthe party ofthe second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the County of SUFFOLK, State of New York,bounded and described as follows: (SEE ANNEXED DESCRIPTION) BEING AND INTENDED TO BE THE SAME PREMISES CONVEYED TO GRANTORS BY DEED DATED 12/16/91 AND RECORDED 12/27/91 IN LIBER 11392 PAGE 279 IN THE OFFICE OF THE SUFFOLK COUNTY CLERK. SAID PREMISES BEING KNOWN AS 75 GILLETTE DRIVE,EAST MARION,NEW YORK 11939 TAX MAP DESIGNATION-DISTRICT 1000;SECTION 031.00;BLOCK 06.00;LOT 002.000 TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above-described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights ofthe party ofthe first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party ofthe second part,the heirs or successors and assigns of the party ofthe second part forever. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first pan will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. AND the party of the first part covenants as follows: that said party of the first part is seized of the said premises in fee simple, and has good right to convey the same, that the party of the second part shall quietly enjoy the said premises; that the said premises are free from encumbrances, except as aforesaid; that the party of the first part will execute or procure any further necessary assurance of the title to said premises; and that said party of the first part will forever warrant the title to said premises. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written, IN NRL:SnNCu OI': S C.KARALI old ---- BARBARA KARALIS DESCRIPTION PARCEL 2 ALL that certain plot, piece or parcel of land, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State of New York, known and designated as part of plot no. 58 on a certain map entitled "Map of Marion Manor", situated at East Marion, Town of Southold, Suffolk County, New York, surveyed November 25, 1952, by Otto W. Van Tuyl and Son, licensed surveyors. in Greenport, New York, owned and developed by Peter Blank & Son, East Williston, Long Island, New York and filed in the Office of the Cleric of the County of Suffolk on March 18, 1953, as Map#2038 and a descriptive parcel when taken together are more particularly bounded and described as follows: r BEGINNING FOR REFERENCE at a monument (found) at the corner formed by the intersection of the southerly side of Main Road, (N.Y.S.Route 25)with the easterly side of Gillette Drive; South 27 degrees 20 minutes 20 seconds East a distance of 149.39 feet to a point on the easterly side of Gillette Drive and marking the TRUE POINT OF BEGINNING, leaving the easterly side of Gillette Drive and with the southerly line of the said Parcel 1 of this survey; RUNNING THENCE North S9 degrees 25 minutes 10 seconds East a distance of 128.09 feet to a point in the lands now or formerly owned by Wayland C. Brown, leaving the southerly line of Parcel 1 of this survey and with the lands of the said Wayland C. Brown; RUNNING THENCE South 26 degrees 39 minutes 10 seconds East a distance of 105.72 feet to a rebar (found) in the north line of Tax Lot 3, leaving the lands of the said Wayland C. Brown and with the northerly line of Tax Lot 3; RUNNING THENCE South 60 degrees 24 minutes 30 seconds West a distance of 115.17 feet to a monument(found)on the easterly side of Gillette Drive, leaving the northerly line of Tax Lot 3 and with the easterly side of Gillette Drive; RUNNING THENCE North 33 degrees 43 minutes 50 seconds West a distance of 103.64 feet to the TRUE POINT OF BEGINNING. 1 ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE Slate of New York,County of QUEENS .ss: State of New York.County of ss: On the 17r't day of l'EBRUARY in the year 2922 before me.the On the day of in the year before me, the undersigned•personally appeared SAM C.KARALIS 8c undersigned,personally appeared BARBARA KARALIS personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(arc) satisfactory evidence to be the individual(s)whose name(s)is(are) subscribed to the within instrument and acknowledged to me that subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that he/she/they ex uted the same in his/her/their capacity(tes),and that by his/hedthcir signature(s)on the instrument,the individual($),or by his/her/t r signaturtq on lho instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the the Pe n behalf o which the individual($ uted the instrument. ins men GEORGE Md� 1eL Notary Public-State of New Your 3 Qualified II..Queens County My Commission Expires Feb 28,20 14,-U ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK AC OWLEDGE ENT BY SUBSCRIBING WITNESS STATE TA EN IN NEW YORK STATE •State of County of ss: State of New York,County of ss: *(Or insert District of Columbia Territory. Possession or Foreign On the day of in the year before me, The County) undersigned, a Notary Public In and for said State, personally appeared the On the day of in the year before me the subscribing witness to the foregoing instrument, with whom I am undersigned personally appeared personally acquainted,who,being by me duly swum,did depose and say that hcJshelthey reside(s)in Personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)ivhose name(s)is(are)subscribed to (if1he place ofresidcnce is in a city,include the arch and street number if any,thcrcop; the within instrument and acknowledged to me that he/she/they that he/shelthey know(s) executed the sumo in histhcr/lheircapacity(ies), that by his/her/(heir signature(s)on the instrument.the individuals)or the person upon to be the individual described in and who executed the foregoing behalf of which the individual(s)acted.executed the instrument,and instrument:that said subscribing witness was present and saw said that such individual make such appearance before the undersigned in the execute the same:and that said witness at the same time subscribed his/her/their namc(s)as a witness thereto (add the city or political subdivision and the state or country or other place the acknowledgement was taken). Warranty Deed With Full Covenants SECTION:1000 BLUCK:06 LOT:002 Title No. COUNTY OR'fOW N:SUFFOLK 75 GILLETTE DRIVE KARALIS EAST MARION,NY 11939 TO KARALIS RETURN BY MAIL TO; GEORGE E.MAGRIPLES,ESQ. DISTRIBUTED BY 21.71 STEINWAY STREET /**/**/% ASTORIA.NY 11105 YOUR TITLE EXPERTS The Judicial Title Insurance Agency LLC 800-281-TITLE(8485) FAX:800-FAX-9396 i INSTRUCTIONS(RP5217•PDF414S):www.0fps4t3to yr.u3 FOR COUNTY USE ONLY Now York Stab DeMbftent of C1.SMeS code �?�,3�,,�( I I Taxation and Finance CZ Dab Dead Raeotdad 1 3 / /22— I Office of Real Property Tax SMIMS were ry rem RP-5217-PDF CS Book — ALI (_i��7 Rel Propany Transfer Repoli(8110) PROPERTY INFORMATION :,TI...{'1'TE 3R.VF: •ilk:ar.Ik'!.V �pryp•y�ry FAST MARION 11939 •aryarTrarr Y1a.4 - — wows ROupir KARA?,15 rHRlS _ . •WIW1rMiY+•W. r4a'eWi Wre..so,r,orr.,n. Iver r�wr 3.The hdrsawhere flares Tax BINawtobesent BEM tidherNarltaryaraddreegotcotom olhwal Wkwsr4pW&Addrm -16 woes i•I��:rwlrsrsswawe mra+r4wr PAT muG7! 4.10112caaf00nuwtbarolAsanersald 1 aetpanoa OR ❑ h PaecPami P*NPort ofaParcel)ChechndwYappIY• Roti parosb tl.Mb..ad rands dnd 4a.PlWf&V Board with SubdnBmn Authority Ekwe I] aPwopow .rvoyrrye .-X Uk •:•'7 49.SubdMsmnAppvWwasRequrehd dforarer Imo. •�i•T, coxa 4C.Pabst Appowd for SuWwWm wsh Map Rawlded KARALIS SAM U. LWer ,w,,,„,a,4c,P,,,, N.n. �w•awa I:nRAI;IS 31C%BAeU1 ,/a•eIIFRtl11Vr.. WF~ IF.f1dent a desadpbw which mosteccuuMihr tlsacrbas an Check Ver bum hot=a msy apply; oas ofeco proparq r thtema chafe: e.Owner"Typo is Cm minima C.Rdrrthadi:d V.mvul L•md LNaar Camfilt'onanaWcamLand IIIA.Piciaw laryeewmsnanAWbOarADiwid 1100.Buff raewhred natiaa calingthatthepropertyisnan lwal District SALE_INFORMATION 16 Cheek ins ormorwof thew conditions as sppluNa b tw isfor. A.Sem Between RetaWes m Fornrr Re hael 11.eatsconh.atCaw 02/17/2022 B.SaraMAIM MOM ConoanarsorPartnersInBusiness C.One ofthe Buyers Is dw w 5dw '110auoreawhunfr 02/17/2022 O.Buyer rSdera0ovarrenardAgmgorlrrdrrIIlnoudw+ E.Ones Type not Nhnardy or Barparn EW Sats(Speory Bdmj F.Sem d Fracnonel s ins tion Fee kcerasl t3ismb iia awl 91 Full Sara Parks 0.()0 G Wificarit Ousi s in Proporly Bdween Tumble Stsbs arm Sat*Dams I Fla Sde Pma Y the tow ansae pan mrtiw I H Sala d Bmslns a Included an Sala Pry Poy o D�RaPerly I Oft(JWAVA Fadaa NRent q Serb Price(Sperrty Bela.)) Ther paylnera mq co h the tum d asau.GUM poWpsrly or a poada s the anuntpkm of J.Nara mWWM a Other des 1 AWN roads cher anwsf wranddleramaurC •emnmangq m Coronation: /4.Iniscm Use value of pwawnsl prapeq Included bytes Wer .ou ASSESSMENT INFORMATION-Den should railed et0 Mest Final Asuumnt Role aM Tax Bill 1e.Ynr of Amossa rtRae crown which InIonri tlm'I (YY) 21 •17.TOM AassnM Value 4,S50 'IL PripmgMinas moi..-- 3�� _ 'laecbootW010Nor OYSTER PONDS •m.Tax Wer k1wdelar(s11Rd IdamMa(q(tfsow Man Isar.aoaeh aflsat with addttloasl Idarntiaarp)) 1000-031.00-06.00-OU2.1100 CERTIFICATION I I CerlYythota0 of Ow Mm of Irdhrndlon anwrad arthle Iam are ons arm coned(b the Oen a1 my kw&lbdaa and bsilep and I mrdwwM alar ewmatdrp of any wa hd Islas of watar4l lwwb aobject ser to the pwrW M d"P Ml.law rdatlrs m Ohs wskinee sad fxkla of fend bstlwllaerb. c MEesAl►40MEORMAT19N • 17�jZ IIEr[ar emOrman uh. &.Naw wmlrwLLC arowy,aarmru4 aiparVOr pkiYad aarpary�aalw anryaraulre an rtivoW w eco®y,rye t nwlwsn cwho kdwnarm d an6wuaaln�ainml L 17 =� w:rwrhoulowswerwsa•s rraampuw earWarvuawawra rr{w erpraa cwiayr w.LLUFRaNMURP o.le KARAT T3 CIIRTS U�`'� 2 17 2Z (718) 728-4"Oo •wrtm4 •:u4rrmshaa>ya0.•a�aaru wr411sr. nw4 2'14 RJS-.MOP.L AVENJY •a-atcivws,l �alRle:rllak '-- (;ART.L• PLACs NY %T•a+owx sit+r tar•.. BUVgRI.AIWRKU I MAGRTPLES GEORGE —i.s•v.r4 iacrwn. � i ;710) 729-�UQO . I rWL�fALL 1114Nra•Q•�w:ua�.YM00l; DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C. HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROBERT J. RODRIGUEZ TELEPHONE:(518)474-4073 SECRETARY OF STATE W W W.DOS.NY.GOV July 28, 2022 Mr. Jonathan Aungst Icon Legacy Custom Modular Homes, LLC 246 Sand Hill Road Selinsgrove, PA 17870 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M006-2022-073 PREVIOUS APPROVAL NUMBER: M006-2020-022 Dear Mr.Aungst: In reference to your written application for approval received June 16, 2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models designated M006-2022-073 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes(2020 RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until July 28,2024, unless sooner revoked, and is subject to renewal at that time.A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to 15139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval. Exposure Category: B, C (standard)or D (optional) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication.Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 28, 2022 under Systems number M006-2022-073." Page 1 of 3 The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification,Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing,specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5,including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 &132" • Location/type of fire rated wall assemblies • Stairs with direction up or down • Doors, egress windows and safety glass locations • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Vertical dimensions floor to ceiling and bottom of truss • Materials used in roof and wall assemblies Page 2 of 3 • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 st finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5.The Insignia of Approval Order form is available by emailing me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr.,AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Corporation Page 3 of 3 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Thursday,January 19, 2023 8:10 AM To: 'modulargal1' Subject: 75 Gillette Dr East Marion Hi Stacey, Sue forwarded me a copy of the foundation location for the new dwelling—all looks good, but I can't sign off officially until I receive the original survey. Thank you I Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 SYMBOL LEGEND 0 MONUMENT FND 0 MANHOLE 0 TEST HOLE 0 I.P./I.B.FND ®"A"-INLET TREE 0 I.P./I.B.SET ®"B"-INLET ® SHRUB .,'.o SPOT ELEVATIONS ®,YARD INLET • BOLLARD col UTILITY POLE ®YARD INLET A'WETLAND FLAG >— GUY WARE M ELECTRIC METER CANT. CANTILEVER UTILITY POLE W/IJGHT m GAS METER FE.FENCE LIGHT POLE M WATER METER MAS.MASONRY v SIGN DQ GAS VALVE PLAT.PLATFORM �- PVC FENCE(PVC) W,W.WWDOW WELL �- STOCKADE FENCE(STIO WATER VALVE B/W BAY WINDOW + —%— CHAIN LINK FENCE(CLF)0/H OVERHANG C/E CELLAR ENTRANCE —— WIRE FENCE R/O ROOF OVER �I FIRE HYDRANT D.C.DEPRESSED CURB IL-I A/C UNIT . (FOR HEALTH DEPARTMENT USE ONLY) MAIN ROAD MAIN STREET (N•Y•S. ROUTE 25) (66' WIDE) - - -- I w 1 ii. I Fl— VAX LOT 1 I ', 11 ISI ",A � r _ 128.09"1 I DIRT DRIVEWAY 1 ' EDC N G� A N of w�nl t° o PARCEL LF 4M FM LOT 58 w I, , I` �� TAX LOT 2 L� ��. ��__-O T -__------ +� � N� •; JAI /; 5, WAYLANLOT GOWN TAXr j1 t _ ^-- __ a FOY 5&0'24'30�y� < MA� ��w } ,n``�, 0.2'/ i C' ,(.- P L MINN— Eo IN V N ' ?9 `?•`?6 ( / �1 v 1% EQUIP VC GEN. tM LOT 59 0. +s>�I FDJ TAX LOT 3 FER NO VISIBLE WE ANDS WITH IN 300' OF SUBJECT PROPERTY Sam LOT 2 CLEARING AREA NO VISIBLE WELLS WITH IN 150' 12,707.42 S.F. = 0.29 AC. OF SUBJECT PROPERTY 1,916.89 S.F CLEARED 15%LOT CLEARED GRAPHIC SCALE 30 0 ,s 30 LOT AREA 12,707.42 S.F. ( IN FEET ) 0.2s'AC. *ALL ELEVATIONS REFER TO NAVD88'DATUM 1 inch = 30 ft. oFNEW yo SURVEY OF PROPERTY ��P�PEt J.S° p,�- S CALI. CE PLOT NO. 58 MAP OF * I a n d S U r ve y I n g MARION MANOR m ' 0slandsurve .com P: 631-957-2400 FILE DATE: 03/18/1953SITUATE ATS N0. 2038 l/C�y�FD LAND 51R::MC CREW.:AL SCALE: 1x SD looSUFFO oTos.00-00O. EAST MARION, TOWN OF SOUTHOLD DATE SURVEYED:06/29/2020 JOB No.S2o-0902 SUFFOLK COUNTY, NEW YORK tq uxwrnosum w.ruunan ox womox ro m5 suaer u.r ocinnw n urdsm suxreron5 sw a.xoimm�or smm,rocs,s+a-oxswn s.w,�,ma srrz m,vmx w.U)oxur aoumrm sumer oras ram me suxerons oreossn sr..wrt oauwe mus.,m eowun carom oe r,re awxwrs mmuw.aa um oxwan. DA mnuvim s ax ms osuno.Ar sump uw vwn mr me xw xns cxw n a secaxwxtt mn nc oRpvrt cnsn o om[or vx exs rm wm sux�rs•mr,m ar ra�¢r rox zr rz.ssoormv ar warf,oxru vau wx+crons.pie n[(sAm m mmm To eu�soxs mn wo,ra eawowr swvrr row s em.ro o-cxa maurrnr,ro me oovfrmuortn.onm,,wm ro me woes mnnmm use ox mw mwo.sr sump.rr,tq me csxrvrwnons xmm,.ne nor mrwvvueu.tst nx mamx ox urr¢nwuxo n,wao,oiro ox sxcxoanxons.xe xar a.,rs waw,mo orTex wsr ec esuwrtm.¢.m uvr(iaxowa owxohsmnv ox ewsr aro we snow,mr iurxossxxrs ox enmoswumrs.ne nor tornm m rws wirer.(s1 me orrm low odmsaxsl smxx nmrm rxw ms smucwrcs ro me rxarmn u«6 Axe wn.sserne ruarose um use wm rxmumxe»x nor rnoarn ro Dome m mama n sruwis,xernwra nous,rocs.rrws rwmwanuxrs..mmans ro eunnms wa.xr omm rree a mvsTwucnas(>I vxormn mxxm uowumrs ncu nor yr as rwrr a rres suxrtr.(el rtes sulmr..s rwronurn wm.srccmu raprs>o xoesm roru nrmn. (oA m omroxs a xmxrs s m wm/a+r,s[umrs or ncmm¢ixr.wr sxam vc.or eu.n.mrm. SYMBOL LEGEND 0 MONUMENT FND 0 MANHOLE �TEST HOLE 0 I.P./I.B.FND 0'A'-INLET '^ TREE ® I.P./I,B.SET M'B'-INLET ® SHRUB SPOT ELEVATIONS E3 YARD INLET 0 BOLLARD �Q] UTILITY POLE 0 YARD INLET . WETLAND FLAG >— GUY WIRE © ELECTRIC METER CANT. CANTILEVER � 1 UTILITY POLE WAIGHT ©GAS METER FE.FENCE LIGHT POLE ®WATER METER MAS.MASONRY �- SIGN pd GAS VALVE PLAT.PLATFORM PVC FENCE(PVC) WATER VALVE W.W.WINDOW WELL --I}- STOCKADE FENCE(STK) B/W BAY WINDOW —X— CHAIN LINK FENCE(CLF)O/H OVERHANG C/E CELLAR ENTRANCE —— WIRE FENCE RIO ROOF OVER +r FIRE HYDRANT D.C.DEPRESSED CURB A/C UNIT TEST HOLE N01`TO SCALE 0, GRADE ELEV.29.93' 'BROWNTY SAND(SM) (FOR HEALTH DEPARTMENT USE ONLY) 5' MAIN ROAD 10' Bea (MAIN STREET) FINE TO Map N.Y.( S. ROUTE 25) s (SP) (66' WIDE) 1 • I _ 17' NO WATER ENCOUNTERED I ' McDONALD GEOSERVICES 1k STORY FRAME RESIDENCE 08-07-2021 i h (PUBUC WATER) NO VISIBLE SEPTIC 4 w NO AVAILABLE RECORD DOCUMENT } TAX LOT f L /\ I PROPOS i q o T 1 I OA C. 128.09.1 4 `-- h b K r• <VA(�WT LAT) �� r PJ2OPOSFD r-rCARACE `gyp rte;'-"• r` ` ` ` ^DRIVEWAY-^-.-.,r;- _ r• 3^f r; Nb VISI.SEPTIC I C�j NO I VAILA7 E RFICORD DOCIMEFTII c^`\ 1 I I \ 6.0 • 1.8\� °' l .PORCH 35.2'. .B �''�-, \ � 2 >' T Q iqa NI M tom+ 13.0' 2 SR1NY\ �\\'- � LQF ` + m RESIDENCE `\\ \`\\\, oPo I wI T I ')�i J �� i WAYLAND C. BROWN SFRNCRE 1`�(ic j +i ")\ 8+A i TAX LOT B ® ALL. e' if. ^i I '+•+ NO VISIBLE SEPTIC NO AVAILABLE RECORD DOCUMENT N . 4�0. ` AFR STORY AME RESIDENCE NCET 1,.4 - p n \v \ I; ( V, (PUBLIC WATER) ILI ry�� `( qp ( C `` �� FND o-�� ----nth ` ` ` -► L I I ] C Q p r 4'MAS.WALL_ S < t;+0.4' qti PVC -San 24'307ii1�"-`\ \ / S°wALI} FEN }0.2, ; �y5.1�I' •L QkR— r / EQUIP VC FEN. —0.2 p�+ I'M LOT59ri +P 1 FEN PROPOSED FEATURES q (-- � � TAX LOT$ FENI PROVIDED BY OTHERS I �) + ' ,u 1 I STORY FRAmf NOTE: S + (PUBLCESIDENCE WATER) LOT AREA VISIBLE SEPCNO VISIBLE WETLANDS WITH IN 300' NO AVAINPROPOSED 0.29 ALABLE RECORD 11 12,12.0.29 A S.F. OF SUBJECT PROPERTY C. LOT COVERAGE LOT AREA 12,707.42 S.F. = 0.29 AC. PROPOSED NO VISIBLE WELLS WITH IN 150' BUILDING COVERAGE OF SUBJECT PROPERTY BUILDING = 1,703.51 LOT AREA *ALL ELEVATIONS REFER TO NAVD88' DATUM DECKS/WALKS = 248.33 12,707.42 S.F. = 0.29 AC. DRIVEWAY = 601.30 GRAPHIC SCALE 2,553.14 S.F. = 0.06 AC. BUILDING = 1.703.51 S.F. 30 0 15 30 20% LOT COVERED 1,703.51 S.F. = 0.04 AC. 20%ALLOWABLE 13%LOT COVERED NOTES: 1. ZONE: R-40 3 P01/M18/2022 3 21 2022 REVISED PROPOSED J.H. J.L. ( IN FEET ) 2. BUILDING: 13% COVERED 2 01 18 2022 REVISED PROPOSED J.H. J.L. 1 inch = SIO ft. 3. GARAGE: 43.0' FRONT YARD SETBACK 1110/25/20211PROPOSED ADDED J.H. J.L. REV DATE DESCRIPTION BY CHK OF NEW y SURVEY OF PROPERTY CIDP0�3LEAD/a00 PLOT NO. 58 -f-* 6 S CAL I C E KC MAP OF land suryeyIng MARION MANOR r O FILE DATE: 03/18/1953 MAP NO. 2038 m2 mjsiandsurvey.com P:631 -957-2400 SITUATE AT s� 050736 QJ DR.:MC CREW.:AL SCALE: 1" = xx' EAST MARION, TOWN OF SOUTHOLD O Cq ND gJ TAX MAP NO. DATE SURVEYED:06/29/2020 JOB No.S20-0902 1000-031.00-06.OD-002.000 SUFFOLK COUNTY, NEW YORK (1)UNWM m ALlEM1AN ON AOp1AN ro TIs SURYM,4W BwUxO A ICPISEO LINO SUIMroR'S SEAL s A NOTATION Or SECUM T[09.SUB-ON'6ION 2 Oc,E'M YOPof 5]AlE mu(IAOCx Uv).(+)Oxlx BOIIx Wr! 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RM �1Lornno MRIViEcRhHaEAelDMNaYpes, P.E.PROPOSEDSPOTEIEVATWN 163 PENINSULA PATH ALBRA1gFB43TON4SSINTIB 116D7WATERSERVICE _\ _ ill9Rlp&U UIZIMISRUWATBS — xo Esslassa DMELECTAICSERVICE �� .1 amE :� IINJaWEIWI9E GILLETTE DRIVE 40 30 20 10 0 10 20 30 40 4 E +�'�'Za 1109T61fEWWHM 0310RD91E N00@ rOMR IAMON91E WIRING AND CONTOL PANEL DETAILS ��roBEOIRM N D PROPOSED SANITARY PLAN A SCALE:1"=20' DWDRYWELI vePorNavalgANaNRmsaNAPf�6Rmslem �,•_„• _� .a, s, Au o,m.ET PIPES ro IEncxwG 1'MIN 7 MAX FF 315 O*WG tDE EFF ENr FILTER POOLS TO BE SET AT SAMEINVERr c°xCRE)EOMR GRADE ns ATE ttOMxfv w Op ORAOE300 GRADE S%Ml1%FOft9T , - 4'0 POOL MAX CCUxC6RE,E REP13lAB satw.)mrn[,e ®�v z 'r w —,S a IFaae a-soa3s IE= c)RI BOX Ima flTp1'�"r m• CPm"C°8O1 MC,I va•,FT 4•soa 3s VDEE BASEMENT PNCX,IBTFT ,roEEP A, WALL POOLS O Eu3.B ® ® ER , DEE°P ® ® ® ® ® auN EL17.1Xc00NAlD GEOBfRVlCT3 ® ® ® ® o— ,ey- YRE°A4i 0 ® GO EM TEST HOLE RE,x«°. ® ® ® ® ® REGW ,E m, SANITARY INVERTS CONTROL PFM ANEL xrs COxmEIE,BA R�)�a,A� stawoau'LAerutnATD6 zA�G�Foa°BxALLBE>N�+. xoxcmEx�crmGRwxPwATfa °� WPFALBMFOR7 e ® ® ® ® >fxuvAn:roAuvuuuuE,evArX:r oFarro ReLpvEurs,mAazEsoRSN+o zvasAlAlws=anuaatEs R ® o Es ® PawoeaulxPfxEmA roxvnmAaemw x orR xsmrAorAaFvrseu sons Po1fFAffikl,®65F. 63EE126 ' xx 0 ® ® e ® PRECAST LEACHING POOL �� W1,fl6SF.la11R,1d19Cf. FROM ROOF ORAIN3 x ® o a ® cox 0'1✓ PRIWE180kf0&PIFAOEVGfGttS wuP vnn,s@.Om) e m rx e ` FINISHED GRADE nF Rou°rem,-, "y"®"@�"'y�ETTCovra C UXIMPOGSPlAlWEVU. xm-wovrx¢omcn,E a --i a n)rour OErfR rAxac)rm PRECA3T Roam®cora¢rc POLYLOK 20' Awv,ra Aoxv,ER ar�N sN+o orA,EL r"' S'BU D—,— DISTRIBUTION BOX °U moeoRRD:crtm+o xoas 't FROMyWTS TO LEACHING STORM DRAINAGE POOL POOL— 4'THICK UNDERDRAIN Rox B N FILTER MATERIAL 2' 2, PROVIDE SPEED TYPE 1 LEVELER ON EACH OUTLET m7 CLEANOUT DETAIL g� DISTRIBUTION BOX NTS D E 51 L411 �I ST�gB� 5V8ANNOlES m,�ai VIM7 aoFa1®A ZW tbl1 t+0�19E� ` 2AYE AmµsnewsE �nME I6nl�lflCSlW1A 25SFMMA6A q l 4 S g�� o`\ i� RXBEP TOTIE>a6 �° �sF HYDROACTION AN-800 101,11-A 00",F0, 9' . SOMISIRE7i0ff�F18O96•M1OtpU$ETA6PTi51All® � 0 i IgtuHrormum+AerTmaal RN Pro�- 1 �g8 lA1'FFFLLQIiR18tSWll�B61A1E01BOBt11FP1#550.)V9tOF➢EO,flSIyV1W11E0UILETPFE �BD4t11'OffPIWff07GPo01=S9S'S0)fiNNLAAEI rAxx,nntooma x,raocex aeoucnox Remora >P� �, arsrAe{swVLeFi9L utBraE�n N4+�aFsmeaPavaurou p'eealr�aFmmx tPott=assTsevcua� . T.xx,mmmsPa�,Re rxexr / \� � 491111 � +3ooaz �xB..�rAxouoa TAxx coxn-BOT,-xroorrpirarcAxaa • SSOA7fAPfWrH51fSS71Nd18SNHlNA4ES+FiEYf6tllLf0. `�. AK-080917-1 c E—LisB—B Eu°Boaa/�w YOMcov�crosox �1. 6L 6a Y 9 A4 qty' gs�rP NOTE: ENCLOSURE 1p�5 \ HINGE TO THE RIGHT EGFl� ; : ' 47'\ j o L—JrxHYDROACTION I/A OWTS \ ado —� SUFFOLK COUNT/DEPARTMENT OF HEALTH SERVICES dm dm \ R" �,% , - �M ��y \a`o PERMR FOR APPROVAL OF CONSTRUCTION FOR A y/ f _C' o 'k d•i •�+� �' ;;� N' 0O0 SINGLE FAMILY RESIDENCE ONLY •\g rR l TEA b • GLC CONTROL R&S. d 1 iL`01 JL /.__ HP114C�1NPHES$OR gyp+ \a~✓ cc�� CTRICSMVICE d ° v � �"�' r DATE 5/23/2022 H.S. O. R-22-0814 /mQpNe, j . ad1 APPROVED 4`P vW •t3 \ �� o• m 1:�69'a+,y%�� 4 6 FOR MAXIMUM OF 7 BEDROOMS EXPIRES THREE YEAR FROMDATEOFAPPROVAL frv�r��J�yL'� 9r � 1p't S .�- LEGEND r _Vol Design Professional's Certification Required. ro,� Suhmit P.E.or R.A.Certiflca[ion For LP-PRECAST LEACHING POOL _ „'��wgggs.l.:.� The Installation and Construction of the Sewage Disposal System e` m CAVO Aei EP•EXAPNSIONLEACHINGPOOL _ Use Form WWM-073 SUPPLY TO AN8W M-CLEANOUT OPNSI OEEv ANB00•HYDROACTION ANBWOWTS �\ osANswNPoca \` LEADWI 1) P ' ------------- EXISTING CONTOUR miBE9arcBsrvAaD Rr. \ EXISTING SPOT ELEVATION _ sttvlTwa7 SCDHS APPROVAL "\ I� PROPOSED SPOT ELEVATION _ _ Iuv aysu�8 s woo Michael Mapes,P.E. $REA4Afj101.CSF.01090LS �Lorxq�o 163 PENINSULA ATH �N— WATER SERVICE ”' ALMVAnD+r oT0MVMouul a., RFVERHEAD.IN 11901 � � � " XON J49 2 0 \e E OM ELECTRIC SERVICE c1 'szr =�� 5OHON�` � GILLETTE DRIVE 4030 20 10 0 10 20 30 t4SMAMVATRVM3 40 \ � C� �'�� ' ��mu_, 00ROFSRE _ 10003tdi ORRTA0i085I1E — GASLINE WIRING AND CONTOL PANEL DETAILS BFCR105ER0CETOIE0IE AFM p PROPOSED SANITARY PLAN A SCALE:,•=20' DW-ORMwattveax9valRar�vArfusRE9s,r� �,•_;� "� �, o, 3 SYMBOL LEGEND El MONUMENT FND 0 MANHOLE 0'TEST HOLE 0 I.P. /I.B. FND EM "A"—INLET TREE �3 4k I.P. /I.B. SET 02 "B"—INLET SHRUB *%0-0 SPOT ELEVATIONS 0 YARD INLET i BOLLARD CQ) UTILITY POLE ® YARD INLET & WETLAND FLAG > — GUY WIRE © ELECTRIC METER CANT. CANTILEVER UTILITY POLE W/UGHT © GAS METER FE.FENCE LIGHT POLE © WATER METER MAS.MASONRY ED �� /— SIGN pd GAS VALVE PLAT.PLATFORM r 1' �O_']O r l PVC FENCE(PVC) Wv W.W.WINDOW WELL STOCKADE FENCE (STK) WATER VALVE B/W BAY WINDOW X— CHAIN LINK FENCE (CLF)0/H OVERHANG C/E CELLAR ENTRANCE �v1lMiwlllcCMl7�iI11�+ —— WIRE FENCE R/0 ROOF OVER FIRE HYDRANT D.C.DEPRESSED CURB Z A/C UNIT TEST HOLE NOT TO SCALE 0. GRADE _ ELEV. 29.93' AliliVT7► BROWN SILTY ��YY iiwn ND (SM) MAIN ROAD (FOR HEALTH DEPARTMENT USE ONLY) 5' (MAIN STREET) 10' Rw (N.Y.S. ROUTE 25) FINE TO (66WIDE) MEDIUM SAND I (SP) g — 15' I I 17' g NO WATER ENCOUNTERED I FRA1 �STORY g ME RESIDENCE McDONALD GEOSERVICES g (PUBLIC WATER) 08-07-2021 g w NO AVAINLABLEIBLE RECORD DOCUMENT I I TAX LOT I I g I o25' N59 �10"E _ 1 o/F, EI f - -{� _ - 128.09' g I I a 24.0' I I ' I j 41.2' 1.7' 7;,T. Z� } •�� PARCEL 2 h �� g I Q + + FM LOT 58 I q I COI ,P TAX LOT 2 A + 0 z I +�� o �� WAYLAND C. BROWN �+ TAX LOT 6 3214 �N 1. 1.7 + ' NO VISIBLE SEPTIC NO AVAILABLE RECORD DOCUMENT �v'4 + W �+ 2 STORY I Q m v 23.9' ,� FRAME RESIDENCE I +� 4r 1121, (PUBLIC WATER) M I o g ?y FND +�' a 0 0" p i ffig I +. ON +�' DvA °� + 0.3' I �' o 4'MAS. WALL + ,P+04� �`y PVC 860 24 30"pr + wAl l �� wAu Fav g 11517 EQUIP }0.2' POOL QVC FENS I 1 P P c� NOTE: I FM LOT 59 0. Phi PROPOSED FEATURES YTAX LOT 3 LOT AREA PROVIDED BY OTHERS I � II STORY ME g +� FRARESIDENCE 12,707.42 S.F. NOTE• (PUBLIC WATER) PROPOSED 0.29 AC. NO VISIBLE SEPnC LOT COVERAGE NO VISIBLE WETLANDS WITH IN 300' NO AVAILABLE RECORD DOCUMENT OF SUBJECT PROPERTY LOT AREA PROPOSED 12,707.42 S.F. = 0.29 AC. BUILDING COVERAGE NOTE: BUILDING = 1,703.51 LOT AREA NO VISIBLE WELLS WITH IN 150' DECKS/WALKS = 248.33 12,707.42 S.F. = 0.29 AC. OF SUBJECT PROPERTY * ALL ELEVATIONS REFER TO NAVD881 DATUM DRIVEWAY = 601.30 2,553.14 S.F. = 0.06 AC. BUILDING = 1,703.51 S.F. NOTES: 20% LOT COVERED GRAPHIC SCALE 1. ZONE: R-40 20% ALLOWABLE 1,703.51 S.F. = 13% LOT COVERED AC. D 2. BUILDING: 13% COVERED 0 0 15 303 GARAGE: 43.0' FRONT YARD SETBACK MM 0 5 101/17/2023 FOUNDATION SURVEY MC I BB .� 4 11/10/2022 FOUNDATION STAKEOUT BB JDL 3 03 21 2022 REVISED PROPOSED J.H. J.L. ( IN FEET ) 2 01/18/2022 REVISED PROPOSED J.H. J.L. 1 10/25/2021 PROPOSED ADDED J.H. J.L. 1 inch = 30 ft. REV DATE DESCRIPTION BY CHK SURVEY OF PROPERTY SOF NEW Y '"`''`` SCALICEPLOT NO. 58 �Q� PEL J. SCq D,p MAP OF MANOR 1 a n d surveying FILE DATEM03R 18/1953 MAP NO. 2038 * mjslcndsurvey.com P:631 -957-2400 SITUATE AT <1 `�� 1 South Bay Avenue, Islip, NY 11751 EAST MARION, TOWN OF SOUTHOLD 'cF ��•0508O`q� - SUFFOLK COUNTY, NEW YORK ysF�_LAND 5DR.:MC jCREW.:AL SCALE: 1" XX' TAX MAP NO. [DATE SURVEYED:06/29/2020 JOB No.S20-09-02 1000-031.00-06.00-002.000 J (1)UNNJINORREO ALTERATION OR ADDITION TO 1HLS SURVEY WP BEARING A LICENSED LINO SURVEYOR'S SEAL IS A NOU710N OF SECTION 7208.SUB-ON6pN 2 OF Ih1Y YORK STATE EOUG710N UW.(4)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE IME AMID CORRECT CONES OF TKE BBOUNDARYSURVEY ORIGINAL WORK AND RED.TO THE COOD"CAPONSTIRE COYPMY�TORIl�IE GOVERNMENTAL AtNFNLY.BOUNDARY SURVEY msp 4ANO TO THE LENDING GBTTTIlIION USTmWAS PREPARED IN OACCOROANN THE N��CE WITH SURVEY WP.ENT(4�7M�CEHTIFlG71mo CODE 0/5 lD7iEiA]NACTICE RME NOT TFAIbFt77AaE.( THE LOCATION OLAND SURVEYS ADOPTED BY THE NEW YORK F UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS AREATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORI wNOT ALWATHE�IFlQIOWN AND OFTEN MUST BE ESOYAImffYACAYON IS NY UNDERGROUND WPRWELENTS IXiA�ro ENCROACHMENTS EAST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THE SURVEY.(B)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED 10 GUIDE THE ERECTION OF Fl]RC6,RETAI0N0 WAL15.POOLS.PA1705 PLANTING MEAS.ADDITIONS TO BUILDINGS,AND ANYIOTHER TYPE OF CONSTRUCToN.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PMT OF THE SURVEY.(B)THE SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (a)THE DaSTENCE OF RIGHTS OF WAY AMID/OR EASEMENTS OF RECORD IF ANY.NOT SHOWN ARE NOT GIARANT®- (1o)SURVEY E SUEMECT TO ANY STATE OF FACTS WKCH�AN UP-TO-DATE TITLE EKNONARON MAY DLSLTDSE. .n�t �raltS SYMBOL LEGEND El MONUMENT FND TO MANHOLE TEST HOLE 0 I.P. /I.B. FND ED "A"-INLET TREE 0 I.P. /I.B. SCT EM "B"-INLET a SHRUB y 10355 SPOT ELEVATIONS Ea YARD INLET 0 BOLLARD `_� UTILITY POLE 0 YARD INLET A WETLAND FLAG GUY WIRE LI ELECTRIC METER CANT. CANTILEVER {fin 2 a--E7 UTILITY POLE W/LIGHT © GAS METER FE.FENCE U IL�y' LIGHT POLE ❑W WATER METER MAS.MASONRY SIGN N GAS VALVE PLAT.PLATFORM PVC FENCE (PVC) WATER VALVE W.W.WINDOW WELL -- STOCKADE FENCE (STK) B/W BAY WINDOW AUG2023 0 H OVERHANG 8 —X— CHAIN LINK FENCE (CLF) / C/E CELLAR ENTRANCE —— WIRE FENCE R/0 ROOF OVER �j� y FIRE HYDRANT D.C. DEPRESSED CURB ICJ A/C UNIT Department Southold MAIN ROAD (MAIN STREET) (N.YS. ROUTE 25) (66' WIDE) I � 1 I I 1 3 STORY FRAME RESIDENCE �i (PUBLIC WATER) I ? NO VISIBLE SEPTIC NO AVAILABLE RECORD DOCUMENT TAX LOT I I o +ry Ary .506 4 + �SN59°25'10"E h DH c)" 128.09' +1 O 0 x ➢�I _OH � M b I ? o_I Dq DH 04'x8' D.W. C=19.2' w m io wo I DRIVEWAY 24.3' X11 J D=13.2' N GT CD o'wm o D- 0 vo Q <n a a 1.7- kj ,W -W—WW •• o ['� I 3.0' r Nn o ti I to a ymaM C3 ie n a z a z x [w vD I 38.0' �� ' a o? ov AN800 �o o o Z WAYLAND C. BROWN 1 S.T. A=21� TAX LOT 6 IS ' I� 8' 1. +� e� o �' N I B='22.5' O �— C.O. + _ a O o P00� NO VISIBLE SEPTIC- O O O z 1 T 9, NO AVAILABLE RECORD DOCUMENT !� o414 z a b a B 24.35 E yb" U 2 STORY N NT I D.B. PARCEL 2 FRAME RESIDENCE ° A=35.5 A=29' C/E EGRESS FM LOT 58 (PUBLIC WATER) Cr I M B=34.5' 8=26' 0F1 WINDOW 4'x8' D.W.e TAX LOT 2 p B=13*�0 Qa x 0 A=28' E=26 0o< P. V o el FND 8=19.5' m A a� o a /_\,[ -► ON N +� U 2 '30 JrMAS. f^ 0.1' A WALL A `�J 0/L M1ba S'60° Y WALL WALL ��' FEN „ }0.2' OOL115.1/ ' EQUIP. 4_RBR i VC p–' EN y0.2VC P/E j2.2' FEN FM LOT .59 °'7'+ PVC TAX LOT S FEN 1 j STORY FRAME RESIDENCE • (PUBLIC WATER) NO VISIBLE SEPTIC NO AVAILABLE RECORD DOCUMENT * ALL ELEVATIONS REFER TO NAVD88' DATUM GRAPHIC SCALE LOT AREA 12,707.42 S.FY 0 0 15 30 0.29 AC. 3 07/05/2023 SEPTIC AND DRYWELLS ADDDED JTS TR ( IN FEET ) 2 06Z27/2023 REVISED SURVEY JTS TR 1 inch = 30 ft. 1 06/22/2023 FINAL SURVEY JTS TR REV DATE DESCRIPTION BY CHK t SURVEY OF PROPERTY 'SOF NEI_,- ;`I'. �' SCALICE 6910 MAIN ROAD AKA 75 GILLETTE DRIVE \�%PF C;-, EAST MARION, NEW YORK 11939 '7 1 `;;% PLOT NO. 58 and surveying MAP OF MARION MANOR ;t .N mjslandsurvey.COm P:631 —957-2400 FILE DATE: 03/18/1953 MAP NO. 2038 ��` No•O�Oa ��,c,`� 1 South Bay Avenue, Islip, NY 11751 SITUATE AT tiso,aNpi; � DR.: CREW.:AL SCALE: 1" = 30' EAST MARION, TOWN OF SOUTHOLD TAX MAP N0. SUFFOLK COUNTY, NEW YORK 1000-031.00-06.00-002.000 DATE SURVEYED:06/29/2020 JOB No.S20-0902 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEY'OR'S SEAL IS A VIOLATION OF SECTION 7209,5UB-UIVISION 2,OF NEW YORK STATE EDUCATION LAW,(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ME GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3)CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MM WAS PREPARED IN ACCORDANCE WIN THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL_AND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE MIF COMPANY,TO THE GOVERNMENTAL AGENCY,AND 10 THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP.(4)THE CENTIFICATIONS HEREIN ME NOT TRANSFERMLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ME NOT ALWAYS KNOWN AND OFTEN MUST BE ESTI—ED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ME SHOWN,RIE IMPROVEMENTS OR ENCROACHMENTS ME NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON MGM THE STRUCTURES TO THE PROPERTY LINES ME FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ME NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,PDGI PATHOS PUNTING AREAS.ABORTIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(8)THIS SO EY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGWS OF WAY MD/OR EASEMENTS OF RECORD IF MY,NOT SHOWN ME NOT GUARANTEED. (10)IF THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TIRE REPORT,THE EXISTENCE OF ANY COVENANTS,RESTRICTIONS,EASEMENTS AND/OR RIGHTS OF WAY OF RECORD,IF MY,MAY NOT BE SHOWN OR ADDRESSED AND ME NOT GUARANTEED. -4 SYMBOL LEGEND SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ED ND%LULVf FND 0 NAxHmz 0 rcsI KLL APPROVAL OF CONSTRUCTED WORKS FOR 0 LP./la MO p•a_0'IrT :REL ASINGLE FAN4ILY RESIDENCE I.P /LII.SEI ='B'-"LET E>'SNRIIO •,as'a T(ELFYANCNS ©YARD INLET ■ RD.IARD Dato BlIMC?3 RP2-0814 r �" TARO RILL H. f,Cf.Nn.,.-____-._.___....._._-. _ rQ) UTILITY POLE 0 .xf.'l A`ID FLAG MY WRE ICI CLLCIR'�C V00 CANT.GA?IIILEVER � 2„i >”— The SC•Na3a dlseo^_n Gnd water x,pOf/foci&n at Ibis IOCafi0n bave Deer; I o L7 UTILITY poi 1Y/UGHT L^J CAS NFTER Ff.«NCF Inspected aHdIo,mfifiod o/Ines Deoa,t1mm01 o:oC1zF ageACsS and found 11611 POLE N WATER 4ETER NAS MASONRY (:ATOTu In be eatlslaclory 1 ORA I.1AJ(II.:U1.1 OF 7 13LUROOP,15 -.- SIGN "Ss vaLv1: PLAT. -0- PK FENCE(PYO) N'':L.'ALN: W,w."In.ACL' n , �- STOCMAOr FENCE(SM) Hl"-_.R =A-- —N— CHAIN URA FENCE(W)0/11 OVERHANG C/f CE Lt AR IN FRANCE CIiAI(i KNL1'F'GR,1'L,\:l IIL'(' WIRE FEN_ R/0 ROOF OVER " 08tce of V113stenaxt Management fuer NmNANi D.C.cEPaessFD LuaeuwT 1 MAIN ROAD (MAIN STREET) (N.Y.S. ROUTE 25) (66' WIDE) I 4 I 4 a STaRY 1r1AWC ) 4 � (weuC-TER)R1 I + NO—DU SEPT. NO AVNLAmr RCCORO eoa1N1T y I TAX LOT f l a-0 'N59°25'10"E 128.09' . 1� CIR1 ly O g I IJR•\EwAY � o f a-u.r I I 11 I >8DI� 1 �I I Avwo I4 TP ry V - (YAYLAND C. BROWN [�*1 I I noir i_ e' r• r> TAX LOT 6 �, I B-215'0 •'----. cc POOL NO.93�SEP NO AV LAB E RECORD RDOG WAr V f M• A f 3 +' R STMY A.1.B' AD 29 PAR06 p �vUV c WATwa h I I ,3 u.e1.5• e_2a, r' ;mess -At LOT 56 w .,Co. TAX LOT 2 �1 ACR D.I J'.a pYv ".e FND 8.19„5' ry t=2B' pn<-0 �G° co Y ag tl$ I'•i r oN e -0 aa• l Dti 1 r e•us re¢ De' P4 0-24' Fm WAL wAu} a Fur 4 IIf0.2 115.17' E f ��1 fl u LEI. 1 F,4/LOT 50 ai P'C FEN 4 TAX LOT 9 FEN I I ISTORY D FI AME#RE5.MOE (PUEIC WATER) C' NO NS■LE SEPTC NO AVALASUE RECORD DOCUMENT *ALL ELEVATIONS REFER TO NAVD88'DATUM GRAPHIC SCALE LOT AREA 12,707.42 S.F. 0 15 30 0.29 AC, 0 1 .1 0705/2023ISFPTIC AND DRYWEIIS ADODEO I JTS I IR ■ IN FEET _ 21023 KEVIScD SURVEY JfS TR 1 inch = 30 fL _ 1 _0_622/2025 REV I DATE !DESCRIPTION �DY CHR SCALICE SURVEY PROPERTY oFNEwr 6910 MAIN ROADD AKA 75 GILLETTE DRIVE O EAST MARION, NEW YORK 11939 6 V PLOT NO. 58 �J land surveying MAP OF it * MARION MANOR mjslandsurvey.com P:631—957-2400 FILE DATE: 03/18/1953 MAP NO. 2038 Not 1 South Bay Avenue, Islip, NY 11751 SITUATE AT LAN 5� �� DR.:MC CREW.:AL SCALE: t" 30' EAST MARION, TOWN OF SOUTHOLD Tax MAP N0. SUFFOLK COUNTY, NEW YORK DATE SURVEYED:06/29/2020 JOB No.S20-0902 1000-031.00-06.00-002.000 •...,2.F«.�,°,.,.a,o,N�,,M,R,+<a>,..,.,.,.�..w.,I,�,��w.11. E C E WE S E P 2 1 2023 Building Department Town of Southold au IENc v f ' 71 1 , ' ® 1 1 ' LEDGER BOARD TO BE FASTENDED 0 I TO BUILDING WITH TIMBFRLOK® ' SELF-COUNTERSINKING SCREWS 1'DIA CONC.PIER,4'HIGH BY OLYMPIC MANUFACTURING ' Q � ' Q w/2'X2'Xl'CONC.FTG ' III , (2 SCREWS @ 32"D.C.) 1 °X° � TD MINIMUM 3'BELOW GRADE 1 I JIM DEERKOSKI, PE I --- ' ' ' 1 ' S-1/4X11-7/8 PT PARALLAM GIRDER ' ' 5-1/4X11-7/8 PT PARALLAM GIRDER ' ' 5-1/4X11-7/8 PT PARALLAM GIRDER hone 631 298-7116 T - - - _ _____ _ ______________ __--_____--____------------ I 11'-8" 11'-811 1 6" 611 36'-0" 10, 1 I FOUNDATION PLAN 1 j SCALE: 1/4" = 1'-0" a v 1 o w I 1 I I I I A z 1 >✓ w 1 1 1 � EXISTING CEILING AND W O ROOF TO REMAIN TD PORCH v ar • Fi • FN 4 6X6 ACQ O 5-1/4X11-7/8 PT PARALLAM GIRDER POST(TYP) 5-1/4X11-7/8 PTR4RALLAM GIRDER 5-1/4X11-7/8 PT PARALLAM GIRDER HV ------- cl EXISTLn ' L� 1 1 V J 1 ' W EXISTING ROOF � AND CEILING lie 36'-0" 1 I 5X12 TREATED ' PARALLAM FLOOR PLAN ' SCALE: 1/4" = 1'-0" 6X6 POST (TYP) o J U L 2 6 2023 EXIST ' 0) r.,..,,,•A,. f r C T7 r 5 4 DECKIN 2X8 ACQ@16"OC — - -- DRAWN BY: JD 5X12 TREATED PARALLAM ::3• 7/24/2023 1'DIA.X 4' m EXIST :�;, CONC.PIER z SCALE: SEE PLAN 2'X2'X1' - - -- �o N�wy SHEET NO: CONC.FTG. a; co 0 . p * -TI i IS r r.. I CROSS SECTION A m � z SCALE: 1/4" = 1'-0" 2N F ; AReFESS� NP t CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNIC WIND SEISMIC FROST WINTE ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYME WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWIN S LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 20 PSF 130 6 SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING,CONDITIONS MINIMUM 3000# 4'MAX. KING STUDS CAPACITY. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 JIM DEERKOSKI, PE 4"DIA.MAXIMUM CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. phone: (631\ 298-7116 98-711 6 RAFTER ''l, 1`u 1 L C.1 u z :1 LEDGER HEADER RIDGE DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. z RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2'dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. RIGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION D_ LOCATIONUSP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS L5TA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. STAIR RAILING ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE IALLOPENINGS1RT3ORRT71 TYDOWN ANCHOR I APPLY TO EACH C RIPPTTUA 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at 16"o.c. 1-1/2"SPACE MINIMUM 6).Concrete piers shall be a minimum 6'above grade. RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored HANDRAILS to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use simpson hangers and anchors with Z-MAX ti ipple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE BALUSTERS RIM/DECKJOIST o HANDRAILNOTES: WALL STUD WALL STUD All required handrails shall be of one of the following types OPEN BALUSTER ATTACHED TO WALL o r ' or provided equivalent graspability. V HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USPNUMBER1 DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION JUSP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches.If the handrail is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT ER EACH RAFTER CONNECT OVER USE MIN. 2 1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of R THE SHAPE SHALL PIATE/WALL SPTH4 STUD PLATE ANCHOR 2).Type II.Handrails with a perimeter greater than 6-1/4 () dimension of 2-1/4 inches. CROSS SECTIONAL DIMENSION,OO CONNECT TO PLATES TO EACH STUD 1�1 PROVIDE AN EQUIVALENT GRIPPING SURFACE 8".12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 1�1 portion of the profile and achieve a depth of at least 5/16 4'MAX. inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 H 4"DIA.MAXIMUM GIRDER/HEADER inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the Q r1 GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a maximum of 2-3/4 inches.Edges shall have a minimum 0 o radius of 0.01 inches. Z JOIST POST/COLUMN o f . , 2 ° W w ;D POST/COLUMN NAILING SCHEDULE ROOF SHEATHING, GIRDERIHEADER JOINT DESCRIPTION NAIL NAIL POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING MOTES O STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN Ln SPLICED JOISTS OVER HEADERiGIRDER ROOF FRAMING: DECK/PORCH RAILING 6x6 SOLID COLUMN PB566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO GIRDER/HEADER RTO TYDOWN ANCHOR CONNECT TO EACH JOIS HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER 8'WALL 3-8d COMMOr, EACH TOE-NAIL O V J TOP PLATETE 10'WALL 4-8d COMMO RAFTER �I CEILING JOIST 8'WALL 3-Bd COMMOt, EACH TOE-NAIL w TO TOP PLATE 10'WALL:4-8d COMMOr I JOIST W CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 1�1 STU PARALLEL RAFTER WFCM-SBC LAP NAIL eBEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE `••-:/ 1 GIRDER OVER PARTITION WFCM-SBC LAP NAIL �^\ fir"• y°•� COLLAR TIE AS PER TABLE 3.4 EACH FACE o -• !• TO RAFTER WFCM-SBC END NAIL _ •••"Pt, BLOCKING 2.gd COMMON EACH To e WOOD JOIST �.�� TO RAFTER END NAIL •"mss•. RIM BOARD EACH END •• •• 3~- ' TO RAFTER 2-I6d COMMON END NAIL 1j •`•'.f� CONCRETE PIER LEDGER o GIRDER/HEADER tl ?: " WOOD JOIST ...•::::::::::p{::;;::: ::•'...^ WOOD JOIST �' WALL FRAMING: ...12-.. ... • JOINT DESCRIPTION NAIL Q�y SPACING NOTES .......... • . ::::::::. '"••• •-•••1 i7 - •.•. DOUBLE 2x TOP PLATE TO 2-16d COMMO PER FACE NAIL WITH FLUSH JOISTS HEADER/GIRDER T"•••': TOP PLATE FOOT ^��"1�'^•^3 (MINIMUM) CEILING JOIST TO Of CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION INTERSECTIONS EA.SIDE NAIL TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16-OC WITH WASHERS THE PROPER STEEL CONNECTOR I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION 4-I6d COMMO IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ROD I I STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2-16d COMMO REQUIREd••••••:••••;t:•'I (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL FOR STU „-.�•rr-••" HEADER TO I6d COMMON 16"O.C. FACE ..• �.,,.•.•-••:' HEADER ALONG EDGES NAIL �I TOP OR BOTTOM 2.16d COMMOt I PER 2x4 STUD END FLASHING TUCKED UNDER PLATE TO STUD 3-l6d COMMO PER 2x6 STUD NAIL TOP PIECE OF SIDING AND BOTTOM PLATE TO: LAPPED OVER FIRST CONTIN. E E ••tL..••i-•••••••THREADED ROD FLOOR JOIST.BAND JOIST, 2-16d COMMO FOOT FACE NAIL PIECE OF SIDING BELOW ..-U.............CNW COUPLER NUT END JOIST OR L OCKING 1/2'DIA.LAG BOLTS W/WASHERS ,,•..., : POST K FRAMING: .. DEC D RAW N BY R I D CONNECTED TO BLDG.@16"OC srxR+cea f MINIMUM a16 i E&•`;% '^� �"••'�"....... END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING t ;,•• ,i�:t.,...•.,,,:•' JOIST TO: PER TOE samxu •' "°'"••••• 4-8d COMMO 7/24/2023 ears ?�•. "-••" .. .. p SILL,TOP PLATE O:GIRDER JOIST NAIL BRIDGING EACH TOE ANCHOR •s n�a iP�no ( e•.~'ii...., •.• MINIMgM se o •o e ENS ANCE 2-8d COMMO FLOOR FRAMING '•�•.;•y,'ra:" . .o:.::•.• �._� 12"x12"x12" TO JOIST END NAIL 2x JOISTS ^CONC.SUB N•'` •�''' CONCRETE FOOTING •a ")a ,•„Y• }.,p?••q;��•• a”. a`.. BLOCKING 2-8d COMMO EACH TOE w REQ.) •f d.�.`... BLOCKING FOR JOIST HANGER •'s•ai. "'� DECK PIER ••, TO JOIST END NAIL LAG BOLTS "a� BLOCKING TO: EACH TOE SCALE: SEE PLAN ,0 3, D co- PER RAN SILL OR TOP PLATE BLOCK NAIL •PIER HOLLOW COLUMN UPLIFT 3-I6d COMMO �� LEDGER STRIP EACH FACE RIM JOIST/BD. a P�• SIMPSON STRONG TIE MODEL STRRI/2 3-16d COMMO Oe• 1 •-t INSTALL AS PER MANUFACTURE'S RECOMENDATIONS JOIST NAIL DECK POST FTG.CONNECTION TO BEAM •a +`a LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER 3-Sd COMMO PER TOE 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTIN 70 BEAM JOIST NAIL DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOIST 3-16d COMMO PER END SHEET N O■ TO JOIST JOIST 1 BAND101STTO: 2-16d COMMOl I PER SILL OR TOP PLATE FOOT EI1/y (CIO0 0 LU 2 Rp S F I 6� JAPOVED AS NOTED DATE � P.# 3PLUMBER CERTIFICATION FEE: - BY:- ON LEAD CONTENF,T BEFORE NOTIFY BUILDING D==?ARTMENT AT CERTIFICATEOF OCCUPANC 765-1802 8 AM TO ,t PM FOR THE FOLLOWING INSPECTIONS: SOLDER USED IN WATER 1. FOUNDATION - TWO REQUIRED SUPpLYSYSTEM CANNOT FOR POURED CONCRETE EXCEED 2/10 OF 1% LEAD. 2. ROUGH - FRAMING 8, PLUMBING 3. INSULATION 4. FINAL - CONS"! "70,_N MUST BE COMPLETI ALL CONSTRUC"i = .ALL MEET THE ALi:PLUM91NO AS�f'��' REQUIREMENTS OF THE CODES OF NEW A WATER LINES NEEDI YORK STATE. NOT RESPONSIBLE FOR 1'EfitIG$ tH<A.CO�,/ERINr- DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO:NOT PROCEED,�Vl'H Ij IuvvN RANNING BOARD -FRANIING UNTIL'SUAVEIF- STEES D�;FQUNDATION.LOCATION 'BEEN APPROVED. -SID Blower door and ductwork )000PANCY OR testing required. JSE IS UNLAWFU. :NITHOUT CERTIFICA + Must provide Manuals ')F OCCUPANCY D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed, replaced or Fire separation repaired shall conform to Chapter 172 required as per of the Town Code NYS Code ------------------------------------------------------------------------------------------------------------- -------------------- - -------------------- ---------- ---- ------ ----------- --------- ------------------------------------------ 40' -------------- ------------------------------------------- --------------------- ----------------------------- ---------- ----------i ----i -------- TIE-DOWN ECIfl:DULE Mm% V"—WF— T BLO74w —M... -------------- --------------------------------------- z 0 --------------- -------- �Avm--------------------.......... -------- ------ mauamuuwxwaroc ------ ---- ---------------- ---------------- ------------ In 6,74901 -- -------- ------..---------- lMllbf -------- SEP 1.9.. !-I-1 -:_r! :._tt.- . IF I I 4.055bf U— O SaDfIl'! M— Q– WILDING DE-,-,i-l- FOUNDATION PLAN TOVi'l 0FC,�U-i-NOLD ETS. SCALE:1/4'-2--0' 4.4y. F VS JI-- 6.9%• ---------------------------------------------------------1, — --------- - ---------- -------------------------------------------------------------------------------------------------- ---------------- --------- ---------------------- --- ------------------ - -- --------------------- - i w -4-2 LU --------------------- -+-j z t: V) (Z5 Z- Lij d lb -------------------------------------- d) zco=r 0 F-jp cn W 0 LL d) ------------------------------------ --------------------------------- ---- ----------------------- ----------- ------------------------------- ----------------------------------.........---------------- - 1. 1 DRAWN BY:IF 4 -- - ,1 --,1 o-', 8/20/2022 --------------- ----- . .------.. ----------- ------4G, PAC SCALE:SEE PLAN • T.,, SHEET NO: FOUNDATION PLAN AC-� a O o a L4 � 2 ° ° o o Q Z PORCH _____T-0K' =T-0M°s T-0' T-0M" __ 2015• _ n ��\ 6• S' 36'0' 1ST.FLOOR PLAN SCALE:2/0-r-O" BUD BASEMENT DOOR Lu SIMPSOIwwsuwal HANGERS ASREQUIRED n^wrts"ma /� w` \iF• IZ SIMPSON H3 f°pp1E^ �' .. • • BuwsramABD scaarvoomermora sc, 2'�RR®Q4 exvS'C-',`'"•,':,ia*:. SIZE WIDTH51" ItNelx(U NET 22• 4J, {LI LLI 4T (� (3)2x12 GIRD nE h° ° SL 52" 43-1 4" Sr W Z (BOX IN) N e.nN GARAGE FOUNDATION a " �oow 0,9 F!:� 16j PDAfJi POST SCALE:1/2"=1'-0" m""y °' UFnp IMIN 6x6) °n••`•"aOP w/m,w T= °. W D. N eo LL SIMPSON H3 K •° nE b ' °' 1 a 2x8 D1 @I6"« Aao �a"'�'°. w�II •o."L(2)2%30 GIRDE W) (I)10"EldPIERs R• s.• .6' m E DRAWN BY:JF:a^xza•xlz^PTGON UNDISTURBED SOIL -m. 2. �, �, C 8/20/2022 �� of (I I®I (—" a•-�•• e� SCALE:SEE PLAN FOUNDATION DETAIL •• SHEET NO: 89'-9l' 9i 9P I9' C N SCALE:1/2"=1'-0" ab• Imn 1w• w c N•.r GARAGE ENTRANCE SECTION SECTION A-A SCALE:1/2"=1'0" A-2- SCALE:3/8•=1'-0" PFS Corporation d/b/a PFSTECO FS-TECO An Employee-Owned Company Jonathan Aungst April 14,2022 Icon Legacy Custom Modular Homes,LLC. 246 Sand Hill Road Selinsgrove,Pennsylvania 17870 Re: Icon Legacy Custom Modular Homes,LLC., Selinsgrove,PA NYSDOS Systems Approval No.M006-2020-022 Submittal: ON#10450,Karalis Residence at 75 Gillette Drive,East Marion,NY in Suffolk County Dear Mr.Aungst, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the 2020 NYS Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS, 2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations,Department of State, Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement and Administration,Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval.•Should you have any question, please feel free to call this office at any time. Digitally signed by Harold Raup Sincerely DN:cn=Harold Raup,o=PFS,ou, email=harold.raup@Qfsteco.com,r-US Harold Raup Date:2022.04.1,flk3 7'-04'00' Plans Examiner Supervisor NER/SER harold.raupCd pfsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS—File copy Donald Thomas, Jr.,AIA(DOS) 570384.06 - 111.5 Old BenFaick Rd. • Bloomsburg,PA 17915 � �E TESTED WWW.PFSTECO.COM MARKS YOU CAN BU11O Oft## T 7 DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV July 20, 2020 Mr. Jonathan Aungst Icon Legacy Custom Modular Homes 246 Sand Hill Road Selinsgrove, PA 17870 NYS RESIDENTIAL MODULAR SYSTEM CODE UPDATE NEW SYSTEM APPROVAL NUMBER: M006-2020-022 PREVIOUS APPROVAL NUMBER: M006-2016-044 Dear Mr. Aungst: In reference to your written application for approval received February 28, 2020 to construct Factory Manufactured Detached One-and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models designated M006-2020-022 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020 RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until July 20,2022, unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to_5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval. Exposure Category: Exp B or C (standard) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions" and"Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication.Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; Page 1 of 3 1 ) "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 20, 2020 under Systems number M006-2020-022." The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers" and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5. • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies Page 2 of 3 1 1 • Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1St finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • . Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available by emailed me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr.,AIA—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Page 3 of 3 Generated by REScheck-Web Software C�(J Compliance Certificate OF NS Project 0#10450 ,��. � oMas 0 Co �Q Energy Code: 2018 IECC r- D -t Location: East Hampton, New York tY ) +u Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,406 ft2 A 0$0526 Glazing Area 15% �O'PIE SSIONP Climate Zone: 4 (5685 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 75 GILLETTE DRIVE EAST END CONSTRUCTION ICON LEGACY CMH EAST MARION, NY 11939 SERVICES 246 SAND HILL RD 24 SEAGATE AVE. SELINSGROVE, PA 17870 WESTHAMPTON, NY 11977 Compliance: 4.1%Better Than Code Maximum UA: 490 Your UA: 470 Maximum SHGC: 0.40 Your SHGC: 0.32 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. Prop. Assembky or Perimeter Behind Knee Wall: Flat Ceiling or Scissor Truss 1,191 30.0 21.0 0.020 0.026 24 31 under sheathing: Flat Ceiling or Scissor Truss 512 27.7 0.0 0.037 0.026 19 13 Wall 1:Wood Frame, 16"o.c. 3,213 21.0 0.0 0.057 0.060 149 157 Door 2: Solid 59 0.170 0.320 10 19 Door 3: Solid 21 0.170 0.320 4 7 Door 1: Glass 84 0.290 0.320 24 27 SHGC: 0.29 Window 1: Metal Frame:Double Pane with Low-E 437 0.330 0.320 144, 140 SHGC: 0.33 basement stair Wall:Wood Frame, 16" o.c. 180 13.0 0.0 0.082 0.060 13 10 Door: Solid Door(under 50%glazing) 19 0.170 0.320 3 6 Floor 1:All-Wood j oist/Truss:Over Unconditioned 1,703 19.0 0.0 0.047 0.047 80 80 Space Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 1 of 10 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. Icon Legacy CMH Brett Hebert 4/7/22 Name-Title Signature Date Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 2 of 10 CREScheck Software Version : REScheck-Web NJ/ Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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 Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate #❑Does Not [PR1]1 :.energy code compliance for the building envelope.Thermal $ . [-]Not Observable 3 !envelope represented on ❑Not Applicable 3 ;construction documents. } 103.1, !Construction drawings and i 2❑Complies 103.2, documentation demonstrate []Does Not 403.7 :energy code compliance for t [PR3]1 ;lighting and mechanical systems. ❑Not Observable 411 Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate } ;compliance with the IECC i Commercial Provisions, i 1 302.1, ;Heating and cooling equipment is: Heating: Heating: °❑Complies 403.7 "i sized per ACCA Manual S based E Btu/hr Btu/hr ❑Does Not [PR2]2 .;on loads calculated per ACCA ; Cooling: ; Cooling: Manual J or other methods ' Btu/hr Btu/hr ❑Not Observable approved by the code official. I ❑Not Applicable k � Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 3 of 10 section # Foundation InspectionComplies? Comments/Assumptions & Req.ID 303.2.1 (A protective covering is installed to '❑Complies [F011]z ;protect exposed exterior insulation ❑Does Not land extends a minimum of 6 in. below grade. ;❑Not Observable' ❑Not Applicable 403.9 ;Snow-and ice-melting system controls`❑Complies '• [FO12]2," !installed. `❑Does Not 0 ; ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 4 of 10 Section plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.lD 402.1.1, <Door U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FRI]1 ; ❑Not Observable ❑Not Applicable 402.1.1, .Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, 'average). ! ❑Does Not table for values. 402.3.3, ; 402.5 ❑Not Observable [FR2]1 ❑Not Applicable f tiy' i f 3 i 303.1.3 ;U-factors of fenestration products? ;❑Complies [FR4]1 !are determined in accordance i ❑Does Not !with the NFRC test procedure or S ;taken from the default table. i❑Not Observable ?❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier l '❑Complies [FR23]1 !installed per manufacturer's ! '❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built EComplies [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ❑Not A !;cable .400 that do not exceed code pp !limits. 402.4.5 'IC-rated recessed lighting fixtures ❑Complies [FR16]2 " !sealed at housing/interior finish a ❑Does Not land labeled to indicate <_2.0 cfm ; ;leakage at 75 Pa. I `:.❑Not Observable i ❑Not Applicable 403.3.1 ;Supply and return ducts in attics !. :❑Complies [FR12]1 :insulated >= R-8 where duct is S ❑Does Not >=3 inches in diameter and >= R-6 where<3 inches.Supply and I ❑Not Observable return ducts in other portions of [ ❑Not Applicable :the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 , ,for< 3 inches in diameter. 403.3.2 ',Ducts, air handlers and filter ❑Complies [FR13]1 .boxes are sealed with ❑Does Not =joints/seams compliant with ❑Not Observable International Mechanical Code or r International Residential Code,as ❑Not Applicable ;applicable. 403.3.5 'Building cavities are not used as S :❑Complies [FR15]3 ;ducts or plenums. { ;❑Does Not ❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ❑Complies [FR1712 'above 105°F or chilled fluids ! ❑Does Not ; �. 'below 55°F are insulated to>_R- ;❑Not Observable3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC 'r ❑Complies [FR2411 =piping. ❑Does Not ! ;❑Not Observable I g :❑Not Applicable 403.5.8 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. : ❑Does Not —]Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 5 of 10 Section plans Verified f=ield Verified # Framing/Rough-in Inspection Value value Complies? CommentslAssumptions +&RegJD 403.6 ;Automatic or gravity dampers are; ❑Complies JFR1912 installed on all outdoor air I ❑Does Not intakes and exhausts. ❑Not Observable 's { ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) ,2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 6 of 10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? CommentslAssumptions & Req.ID 30311, 'All installed insulation is labeled ; E]Complies ' [IN13]2 ' or the installed R-values E]Does Not provided. E]Not Observable 'E]Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ElComplies :See the Envelope Assemblies 402.2.6 1 table for values. d 'E]Does Not 0 Wood F1 woo [lN1 E] Steel ❑ Steel 'E]Not Observable :E]Not Applicable 303.2, !Floor insulation installed per �:E]Complies 402.2.8 :manufacturer's instructions and ElDoes Not (IN2]1 !in substantial contact with the underside of the subfloor, or floor .E]Not Observable *framing cavity insulation is in 'E]Not Applicable contact with the top side of ;sheathing, or continuous i insulation is installed on the :underside of floor framing and :extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is ai, R- R- ElComplies See the Envelope Assemblies 'table for values. Not 402.2.5, :mass wall with at least 1/2 of the : lues. F1 Wood ❑ Wood 402.2.6 ;wall insulation on the wall E] mass ❑ mass tlNot Observable [IN3]1 !exterior,the exterior insulation E] Steel E] Steel ;:[]Not Applicable 41; !requirement applies(FR10). 303.2 Mall insulation is installed per 4 Zkomplies [IN4]1 !manufacturer's instructions. ilboes Not IDNot Observable Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 7 of 10 ^ ^ Section Plans Verified Field Verified' # final Inspection Provisions Value Value Complies? Comments/Assumptions 402.1.1, !Ceiling insulation R-value. R- R- ':See the Envelope Assemblies 'table for values. El Wood F� Wood E] Steel E] Steel ':[:]Not Observable 402.2.6 [Fill' ':E]Not Applicable 303.1.1.1,i Ceiling insulation installed per ElComplies 303.2 :manufacturer's instructions. ElDoes Not [F1211 !Blown insulation marked every 300 ft�. ONot Observable :E]Not Applicable 402.2.3 �Vented attics with air permeable TIComplies [1712212 ;:insulation include baffle adjacent ElDoes Not :to soffit and eave vents that UNot Observable i extends over insulation. E]Not Applicable 402.2.4 i'Attic access hatch and door R- R- [F1311 :insulation all-value of the ElDoes Not adjacent assembly. '[]Not Observable ENot Applicable 402.4.1.2 Blower door test@ 50 Pa. <=5 ACH 50 ACH 50 :E]Complies T]Does Not [FI17]1 !ach in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. Observable Applicable 403.3.3 :Ducts are pressure tested to [F127]1 determine air leakage with ft2 ft2 'ElDoes Not either: Rough-in test:Total ;E]Not Observable Jeakage measured with a :pressure differential of 0.1 inch ENot Applicable !w.g.across the system including :the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total :,leakage measured with a Yressure differential of 0.1 inch )w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 :E]Complies 'E]Does Not <=3 cfm/100 ft2 without air Observable handler@ 25 Pa. For rough-in E]Not Applicable "tests,verification may need to :occur during Framing Inspection. EComplies 403.3.2.1 Ar handler leakage designated [F124]1 by manufacturer at<=2%of :E]Does Not design air flow. 'E]Not Observable Applicable 403.1.1 'Programmable thermostats TIComplies 'E]Does Not (F1912 installed for control of primary heating and cooling systems and -]Not Observable initially set by manufacturer to Applicable code specifications. 403.L2 Heat pump thermostat installed E]Complies [Fl 1012 *on heat pumps. UDoes Not E]Not Observable '[]Not Applicable 403.51 'Circulating service hot water :E]Complies IF11 112 systems have automatic or T]Does Not accessible manual controls. :ElNot Observable Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low I m pact(Tier 3) Project Title: O#IO45U Report date: 04/06/22 Oatafi|ename: Page UoflO Section pians Verified Field Verified # Final Inspection provisions Value Value Complies? Comments/Assumptions & Rey.l® 403.6.1 ,All mechanical ventilation system ❑Complies [F125]2 !fans not part of tested and listed ❑Does Not =HVAC equipment meet efficacy i ![]Not Observable and airflow limits per Table 4 R403.6.1. t ❑Not Applicable 3 403.2 Hot water boilers supplying heat # ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback s ;control to lower boiler water ; ❑Not Observable ;temperature based on outdoor ;-- ;❑Not Applicable !temperature. 403.5.1.1 ?Heated water circulation systems r ;❑Complies ; [F126]2 !have a circulation pump.The ❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply l []Not Observable , !pipe. Gravity and thermos- I, ❑Not Applicable syphon circulation systems are l not present.Controls for =circulating hot water system pumps start the pump with signal ;for hot water demand within the occupancy.Controls 's ;automatically turn off the pump ;when water is in circulation loop !is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ! '❑Complies [F129]2 - ':comply with IEEE 515.1 or UL 4.. ❑Does Not 515.Controls automatically ) adjust the energy input to the ;❑Not Observable ; heat tracing to maintain the t i❑Not Applicable desired water temperature in the # 3 piping. 403.5.2 , ;Demand recirculation water ❑Complies [F130]2 !systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the € ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. > 403.5.4 ;Drain water heat recovery units ! '❑Complies [F131]2 (tested in accordance with CSA € ❑Does Not 855.1. Potable water-side ! i pressure loss of drain water heat ;❑Not Observable recovery units< 3 psi for I ❑Not Applicable -individual units connected to one or two showers. Potable water- ;side pressure loss of drain water heat recovery units< 2 psi for 4 individual units connected to ? ;three or more showers. 404.1 ;90%or more of permanent ❑Complies [FI6]1 :fixtures have high efficacy lamps.I ❑Does Not y ,❑Not Observable ❑Not Applicable 404.1.1 'Fuel gas lighting systems have $ '❑Complies [FI23]3 i no continuous pilot light. ) '❑Does Not a ;❑Not Observable ; ❑Not Applicable 401.3 'lCompliance certificate posted. ;❑Complies [FI7]2 `❑Does Not s � '.❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 9 of 10 i Section plans Verified Field Verified # Final Inspection Provisions Value Value Complies? CommentsfAssumptions &Req.ID 303.3 anufacturer manuals for '❑Complies ;M [FI18)3 ;mechanical and water heating `❑Does Not ;systems have been provided. ❑Not Observable 4 ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 1 2. Medium Impact(Tier 2) 13 JLow Impact(Tier 3) Project Title: 0#10450 Report date: 04/06/22 Data filename: Page 10 of 10 201E IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 51.00 Ductwork(unconditioned spaces): ee . Window 0.33 0.33 Door 0.29 0.29 . . Eft t Heating System• Cooling System• Water Heater• Name• Date• Comments LEGACY CUSTOM MODULAR HOMES SECTION 7 20,30&40 psf GROUND SNOW DOUBLE BOX TRUSSES w/CONNECTIONS&LOAD SUMMARIES TRS-23-8-1 P1 -P9 TR5-23-8-2 P10-P18 TR5-23-8-3 P19-P27 TR5-27-6-1 P28-P36 TR5-27-6-2 P37-P45 . APPROVED TR5-27-6-3 P46-P54 TR5-31-6-1 P55-P63 DATE 3/8/22 TR5-31-6-2 P64-P72 TR5-31-6-3 P73-P81 PFS CORPORATION TR7-23-8-1 P82-P90 Bloomsburg, PA TR7-23-8-2 P91 -P99 TR7-23-8-3 13100-P108 TR7-27-6-1 P109-P117 TR7-27-6-2 P118-P126 TR7-27-6-3 P127-P135 TR7-31-6-1 P136-P144 TR7-31-6-2 P145-P153 TR7-31-6-3 {, �rlr% 13154-13162 TR9-23-8-1 ( ,J P163-P171 TR9-23-8-2 ,�.tr� ut , '.� P172-P180 TR9-23-8-3 jf ^ � P181 -P189 TR9-27-6-1O y ,, P190-13198 " TR9-27-6-2 P199-P207 011#1/tfJJtl TR9-27-6-3 '4 r� ;- P208-P216 :C �j TR9-31-6-1 "- ` S 1,''+�I•E OF t/tt# 13217-13225 TR9-31-6-2 ti. ? \ P226-P234 �..�sA. •�-s`�'�� TR9-31-6-3 �S`� ',cCOtt�C)P- �'` P235-P243 ' TR12-23-8-1 �� P244-P252 ti • L•- � �: {��«ti .,.... Me //1 rR1z-z3-6-2 /� � 1 �1`�� 13P253-P261 262-13270 y TR12-23 8 3 TR12-27-6-1 P271 -P279 % » •4 TR12-27-6-2 P280-P288 ....R...»'•R(a � TR12-27-6-3 � N# /:f� P289-P297 1�C' TR12-31-6-1 !'l % �r 13298-13303 rr*t�.tJhI 4111"AP304-P312 � .,�• r ~ TR 12-31-6-2 +ly �».+»' ,r TR12-31-6-3 �;r ,, 13313-13321 its a �,%,Y '•.e'fi :'.�+mss I �ac. No. 0352{ s �J1�1�1t!1 .<.::i gr;oAary°g�• `�tffxfttt)'t:/itt Q¢y a+'t�l`'0�'4,u.�.,�.,�a„+A�4. 1 7 •r•dAR s• .as ttit f, !i!. p}a o. ,L . gm.,��..• ..aF`t+ � � '•t•r ,��t � �:r. � rII f'�$a.,�a1�p 1 J:^..:�y.�' ti.a ' •' SIJ !a ! •. .` °''� <�-', 1t;s.411 6l� ,tet 51tr As f)1 &r �° •°. ' . � R � � ` �+ � ,5t •S t„�� a§ j 541 2 906100 Yx ? :(tj ', t�. iSO.' Ct!•;y A, yjg «4('«y'�w ' •yY'«Y Cy +l',Cx.••.Np•(wi. yam•,. V+\w r7. y....°,—".---." t'C`7!51:�1 ®g� � V �» 1•' �!!�l/�� /;r7.li�tq �~t� `°!rj�. �! a . 02/26/2020 P ofessiona CeNfica on.l hea by catfy that hese documents lJ V were prepared or approved by me,and that I am a duly licensed eoi u e �:me professional engineer under the laws of the State of Maryland, +4F�+Ksa`simiraie rumm+m+ .r,uu Ucense No.33421,E%piraton Date 7/1626. a cn xnmu 95%- APPROVED DATE 3/8/22 TRUSS CALCULATIONS PFS CORPORATION LEGACY CUSTOM MODULAR HOMES 2'-38" 13 4 12 5 15'—to8„ —6'-0" 1 23 16 13'-4" 6'-04" 10 20 21 17 1922 18 �I 1 2 3 4 5 L:::6: 7 8 � f- 27'-6'• - GROUND SNOW LOAD: 20 psf 30 psf 40 psf TC DL: 10 psf 'BALANCED SNOW LOAD: 20.4 23.1 30.8 psf BC DL: 10 psf TRUSS NO.:TR7-27-6-1 UNBALANCED SNOW LOAD: 36.02 42.72 54.32 psf BC LL: 10 psf WHERE h<42" JOB NO.: 180180 OPPOSITE SIDE UNB.SNOW LOAD: 6.12 6.93 9.24 psf BC LL: 20 psf WHERE h z 42" PITCH:7/12 UNBALANCED SNOW LOAD LENGTH: 4.3 5.01 5.6 ft BC LL: 20 psf BETWEEN KNEEWALLS SPAN:27'-6" APPLIED MWFRS UPLIFT: 22.43 psf WINDWARD AT 90/117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW: 16 in O.C. 12.74 psf LEEWARD AT 90/117 mph FOR 30 psf GROUND SNOW: 16 in O.C.- 36.87 psf WINDWARD AT 120/155 mph FOR 40 psf GROUND SNOW: 16 in O.C. 20.94 psf LEEWARD AT 120/155 mph FOR 90/117 mph WIND: 16 in O.C. APPLIED C&C UPLIFT: 38.52 psf AT 90/117 mph. FOR 120/155 mph WIND: 16 in O.C. 63.32 psf AT 120/155 mph MEMBER INFORMATION: '5 psf RAIN ON SNOW SURCHARGE APPLIED SIZE& MEMBER --[SPECIES• MAXIMUM SUPPORT REACTIONS Obs): MWFRS UPLIFT C&C UPLIFT 1-8 2x8SYP#2 DL+LL+ DL+LL+ DL+LL+ 0.6 DL+ 0.6 DL+ 0.6 DL+ 0.6 DL+ 9-12&15-18 2 x 6 SYP#2 DEAD 20 psf 30 psf 40 psf 90/117 mph 120/155 mph 90/117 mph 120/155 mph 13&14 2 x 4 SYP#2 LOAD GSL GSL GSL UPLIFT I UPLIFT UPLIFT I UPLIFT 19-22 2 x 4 SYP#2 EXTERIOR WALLI 427 1 872 1 924 1 1075 -85 1 -304 1 -420 1 -855 23 2 x 6 SYP#2 MATING WALLI 90 1 346 1 390 1 486 1 0 1 -32 1 -61 1 -135 MAXIMUM INTERACTION&DEFLECTION: NOTES: 1.MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES. MAXIMUM 2.WIND PER ASCE 7-16,117&155 mph(Vult)=90&120 mph(Vasd),EXP.C. MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-16,20,30&40 psf GSL,Ct=1.1,Ce=1.0 1 CSI in l/ DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD 0.775 0.411 417 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORD 0.908 0.603 329 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEB 0.280 0.00 •«« HARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B P:1201B118018012018 TRUSSES\FOLDING\20-30-401TR7-27-6-1 RALEIGH,NC 27615 SECTION 7/pp.109 PFS.APPROVED ` D/ATE 3/&72 TRUSS CALCULATIONS PFS CORPORATION LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS 0 PROJECT NUMBER: 180180 TRUSS NUMBER: TR7-27-6-1 TRUSS PITCH: 7112 TRUSS SPAN: 27'-6" D E F UPLIFT CONNECTIONS(MWFRS LOADS): 90/117 mph EXTERIOR WALL CHECK STRAP I QTY/END QTY/END CHECK ALT.STRAP QTY!END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x20 ga STRAP 10d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 85 WIND 1.6 OK 1 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MATING WALL I CHECK STRAP QTY/END QTY IEND CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT Ibs/PER SIDE CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 0 WIND 1.6 NO CONN REQ'D NIA N/A NO CONN REQ'D N/A N/A NO CONN REQ'D NIA ALTERNATE:NO CONN REQ'D 120/155 mph EXTERIOR WALL CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 304 WIND 1.6 OK 2 3 OK 2 3 OK 3 ALTERNATE:(4)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(3)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MATING WALL I CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END I CHECK ALT.STRAP QTY/END UPLIFT(Ibs/PER SIDE)I CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 1 16 ga STAPLE I 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE I SIMPSON CS20 STRAP 10 d NAILS 16 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD 13ARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B P.12018116018012018 TRUSSESIFOLDING120-30-401TR7-27-6-1 RALEIGH,NC 27615 SECTION 7!pp.110 PFDAS/APPROVED ` �DA'TE 38/22 TRUSS CALCULATIONS PFS CORPORATION LEGACY CUSTOM MODULAR HOMES & .oA TRUSS CONNECTIONS O PROJECT NUMBER: 180180 TRUSS NUMBER: TR7-27-6-1 TRUSS PITCH: 7112 TRUSS SPAN: 27'-6" D E F MAXIMUM OF DL+LL+20 psf GSL&0.6 DL+1201155 mph WIND CONDITION"A"-RIDGE: I CHECK STRAP IQTY/ENDI QTY/END I CHECK ALT.STRAP QTY/END QTY/END I CHECK ALT.STRAP JQTYIEND TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 162 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:USE 2 8 d NAILS EACH END OF 1 x 4 SHEAR Ibs CASE CD 95 WIND 1.6 USE(1)16 d NAILS INTO END GRAIN EACH END PLUS USE 10 d NAILS AT 26 in O.C.THROUGH PLATES CONDITION"B"-TOP CHORD FLIP: TENSION Ibs CASE CD 152 WIND 1.6 JUSE(3)6 d NAILS THROUGH SHEATHING EACH SIDE ALTERNATE:USE(4)16 ga STAPLE THROUGH SHEATHING EACH SIDE SHEAR Ibs CASE CD 95 WIND 1.6 JUSE(1)16 d NAILS TOENAILED EACH END PLUS USE 10 d NAILS AT 26 in O.C.THROUGH PLATES CONDITION"C"-COLLAR TIE: AXIAL(Ibs) CASE CD 959 WIND 1.6 USE(6)16 d NAILS EACH END CONDITION"D"-KNEE WALLS: CHECK STRAP QTY/END I QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 1 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 258 1 SNOW 1 1.15 OK 3 3 OK 2 3 OK 3 COMPRESSION(Ibs) I CASE I CD 78 1 SNOW 1 1.15 JUSE(2)16 d NAILS THROUGH CHORD BLOCK(WHEN USED) CONDITION"E"-HEEL: TOP CHORD(Ibs) CASE CD 737 SNOW 1.15 USE(1)3/8"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS 4 6 d NAILS OR(4)16 ga STAPLES PER GUSSET EACH SIDE ALTERNATE:USE(1)3/4"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(Ibs) CASE CD 754 SNOW 1.15 USE(7)6 d NAILS OR(9)16 ga STAPLES PER GUSSET EACH SIDE CONDITION"F"-BOTTOM CHORD AT MATING LINE: CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS18 STRAP 10 d NAILS 754 SNOW 1.15 NO GOOD N/A N/A OK 4 8 OK 7 ALTERNATE:USE(8)16 d NAILS THROUGH DECKING EACH SIDE BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 20348 PA2018118018012018 TRUSSESIFOLDING120-3"ONTR7-275-1 RALEIGH,NC 27615 SECTION 7/pp.112 APPROVED DATE 3027. TRUSS CALCULATIONS PFS CORPORATION LEGACY CUSTOM MODULAR HOMES COMPONENT LOAD SUMMARY 'CROSS SECTION IS FOR REFERENCE ONLY AND MAY NOT REFLECT ACTUAL TRUSS EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 plf MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf FLOOR DEAD LOAD= 10 psf x 13.75 ft/2= 68.75 plf FLOOR LIVE LOAD= 40 psf x 13.75 ft/2= 275 plf CEILING DEAD LOAD= 5 psf x 13.75 ft/2= 34.38 plf LOCATION 1=EXT.WALL HEADER&EXT.WALL STUD LOCATION 2=M.WALL HEADER&M.WALL STUD LOCATION 3=PERIMETER BAND LOCATION 4=CENTER GIRDER LOCATION 5=EXT.WALL HEADER&EXT.WALL STUD O ® ® O LOCATION 6=M.WALL HEADER&M.WALL STUD LOCATION 7=PERIMETER BAND LOCATION 8=CENTER GIRDER LOCATION 9=EXT.WALL HEADER&EXT.WALL STUD LOCATION 10=M.WALL HEADER&M.WALL STUD LOCATION 11=PERIMETER BAND O 6 LOCATION 12=CENTER GIRDER LOCATIONS 3,4,7,8,11&12 MAY BE USED TO GENERATE Q to to 0 FOUNDATION LOADS TRUSS TR7-27-6-1.7/12 PITCH,27'-6"WIDTH 77 Q Q tt COMPONENT LOADS(lbs/ft) 20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 F 3--F-4 5 6 7 8 9 10 11 12 DEAD LOAD ' 320 34 509 183 `543 217 732 366 766 400 955 549 LIVE LOAD 334 113 609 388 609 388 884 663 884 663 1159 938 TOTAL LOAD 654 147 1118 571 1152 605 1616 1029 1650 1063 2114 1487 30 psf GROUND SNOW LOCATION r 1 2 3 4 5 6 7 8 9 10 11 12 DEAD LOAD 320 34 509 183 543 217 732 366 766 400 955 549 LIVE LOAD 373 130 648 405 648 1 405 923 680 923 680 1198 955 TOTAL LOAD 693 164 1157 588 1191 1 622 1655 1046 1689 1080 2153 1504_ 40 psf GROUND SNOW LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 DEAD LOAD 320 34 509 183 543 217 732 366 766 400 955 549 LIVE LOAD 487 166 762 441 762 441 1037 716 1037 716 1312 991 TOTAL LOAD 807 200 1271 624 1 1305 658 1769 1082 1803 1116 2267 1540 C&C UPLIFT LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 UPLIFT(0.6)DEAD LOAD 1 192 20 305 110 326 130 439 220 460 240 573 329 90/117 mph UPLIFT 1 -315 -23 -10 - 120/155 mph UPLIFT -641 -51 -336 -315 -202 -181 68 BARLOW ENGINEERING,P.C. 8512 SIX FORKS RD.,SUITE 203-8 P:12018118018012018 TRUSSESTOLDING120-30d0%TR7-27-6-1 RALEIGH,NC 27815 SECTION 7/pp.117 LEGACY CUSTOM MODULAR HOMES *4 R'F,e APPROVED DATE 3/8/22 PFS CORPORATION Bloomsburg, PA SECTION 6 20,30&40 psf GROUND SNOW SINGLE BOX TRUSSES w/CONNECTIONS&LOAD SUMMARIES TR5-13-9-1 P1 -P9 TR5-13-9-2 P10-P18 TR5-13-9-3 P19-P27 TR5-15-9-1 P28-P36 TR5-15-9-2 P37-P45 TR5-15-9-3 P46-P54 TR7-13-9-1 P55-P63 TR7-13-9-2 P64-P72 TR7-13-9-3 P73-P81 TR7-17-9-1 \`,��11I I 1 JJJ/f� P82-P90 TR7-17-9-2 \\� c,� ,. P91 -P99 TR7-17-9-3 `��. ,ti'; "•/' r✓f P100-P108 TRs-13-s-1 �;, Q' t !� P109-P117 TR9-13-9-2 ! ^� - P118-P126 TR9-13-9-3 """• `�`� " — P127-P135 yi14111tlltll TR9-19-9-1 P136-P144 � { zr TR9-19-9-2 .� STAT OF P145-P153 TR9-19-9-30':;` ,: P154-P162 TR12-13-9-1 r:+d•., ��ORIC3P•;: •�z.\1 P163-P171 TR12-13-9-2 if "••••......... �\ P172-P180 •• r� .Sa4 � TR12-12-9-1 /!!! O(��NA � ,\`1\ P190-P198 TR12-12-9-2 P199-P207 '�i�i •••,• ��. TR12-12-9-3 P208-P216 -Z ;c. N6. 035206 ::.,.... �` TE � . `� • �' . 02/09/22 BARLOW �+� �^.r'� �. n*: .°"��+lrJ 11�Qs �' ,. ti� ��,. ��. •.�t/fes °' � k a ' yr, ."• 0 • 4 ': •:. •• �" .., ,`` 7` �� My�4T3lP`'{,;CPS t Sia �' f _ 1Q{3.' d r is:i SF ` "L yyVa V�fi p7 . .9>''..,•wTd Y: * *, �,, Gi�i1�; .,tls?� +.,,1. Q p ,tCENS E dct �.. •.A. 1 fl - Q� 07 g It ! C �„�,� I,'J t0 ! •Yi • rttt rho�Ctty„y S ._. � zx..>•. Professional Certification.l hearby certify that these documents 02/26/2020 were prepared ar approved by me,and that I am a duly licensed •,xo,e+,m,eawinuuuccncrixoexm,e professional engineer under the laws of the Stale of Maryland, ,,,��w,101E,e,�� License No.33421,Expiration Dale 711620. APPROVED TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES DATE 3/8/22 PFS CORPORATION - Bloomsburg, PA 12 13 11 14 2 15 2 I.' g 16 S 19 20 8 18 21Lj 17 1 3 4 5 6 7 5'-0" 5_42 GROUND SNOW LOAD: 20 psf 30 psf 40 psf TC DL: 10 psf •BALANCED SNOW LOAD: 20.4 23.1 30.8 psf BC DL: 10 psf TRUSS NO.:TR5-15-9-3 UNBALANCED SNOW LOAD: 33.6 39.68 50.68 psf BC LL: 10 psf WHERE h<42" JOB NO.: 180180 OPPOSITE SIDE UNB.SNOW LOAD: 6.12 6.93 9.24 psf BC LL: 20 psf WHERE h?42" PITCH:5/12 UNBALANCED SNOW LOAD LENGTH: 5.09 5.93 6.63 ft BC LL: 10 psf BETWEEN KNEEWALLS SPAN:15'-9" APPLIED MWFRS UPLIFT: 22.11 psf WINDWARD AT 90/117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW: 16 in O.C. 14.68 psf LEEWARD AT 90/117 mph FOR 30 psf GROUND SNOW: 16 in O.C. 36.35 psf WINDWARD AT 120/155 mph FOR 40 psf GROUND SNOW: 16 in O.C. 24.13 psf LEEWARD AT 120/155 mph FOR 90/117 mph WIND: 16 in O.C. APPLIED C&C UPLIFT: 42.37 psf AT 90/117 mph FOR 120/155 mph WIND: 16 in O.C. 69.64 psf AT 120/155 mph 5 psf RAIN ON SNOW SURCHARGE APPLIED MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS fibs): MWFRS UPLIFT C&C UPLIFT MEMBER SPECIES DL+LL+ DL+LL+ DL+LL+ 0.6 DL+ 0.6 DL+ 0.6 DL+ 0.6 DL+ 1-7 2 x 10 SYP#2 DEAD 20 psf 30 psf 40 psf 90/117 mph 120/155 mph 90/117 mph 120/155 mph 9-12&15-18 2 x 6 SYP#2 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 12-13 2 x 4 SYP#2 EXTERIOR WALLI 280 1 564 1 624 1 744 1 -64 1 -214 1 -321 -636 18-21 2x4SYP#2 22 2x4SYP#2 MAXIMUM INTERACTION&DEFLECTION: MAXIMUM NOTES: 1.WIND PER ASCE 7-16,117&155 mph(Vult)=90&120 mph(Vasd),EXP.C. MAXIMUM DEFLECTION 2.SNOW PER ASCE 7-16,20,30&40 psf GSL,Ct=1.1,Ce=1.0 I CSI in C/ DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD 0.280 0.044 1 4720 3.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORD 0.259 0.052 1601 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. wEBI 0.172 1 0.00 1 •"" BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-8 P.12018118018012018 TRUSSES\FOLDING120-3040%TR5-169-3 RALEIGH,NC 27615 SECTION 6/pp.46 F .. TRUSS CALCULATIONS APPROVED LEGACY CUSTOM MODULAR HOMES DATE 3/8/22 PFS CORPORATION Bloomsburg, PA TRUSS CONNECTIONS O PROJECT NUMBER: 180180 TRUSS NUMBER: TR5-15-9-3 TRUSS PITCH: 5/12 TRUSS SPAN: 15'-9" D E UPLIFT CONNECTIONS(MWFRS LOADS): 90/117 mph EXTERIOR WALL CHECK STRAP I QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs) CASE CD 1 1/2"x 26ga STRAP 1 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 64 1 WIND 1.6 OK 2 2 OK 2 2 1 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD 120/155 mph EXTERIOR WALL CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END I CHECK ALT.STRAP QTY/END UPLIFT Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 214 WIND 1.6 OK 2 3 OK 2 3 OK 2 ALTERNATE:(3)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-8 P12018%18018012018 TRUSSESIFOLDING120-30-401TR5-15-9-3 RALEIGH,NC 27615 SECTION 6/pp.47 APPROVED TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES DATE 3/8/22 PFS CORPORATION Bloomsburg, PA TRUSS CONNECTIONS O PROJECT NUMBER: 180180 TRUSS NUMBER: TR5-15-9-3 C TRUSS PITCH: 5112 TRUSS SPAN: 15'-9" D E MAXIMUM OF DL+LL+20 psf GSL&0.6 DL+120/155 mph WIND CONDITION"A"-RIDGE: I CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION Ibs CASE CD 1 1/2"x 26ga STRAP 1 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 119 WIND 1.6 1 OK 2 2 OK 2 2 OK 2 ALTERNATE:USE 2 8 d NAILS EACH END OF 1 x 4 SHEAR Ibs CASE CD 50 WIND 1 1.6 JUSE(1)16 d NAILS INTO END GRAIN EACH END PLUS USE 10 d NAILS AT 51 in O.C.THROUGH PLATES CONDITION"B"-TOP CHORD FLIP: TENSION(Ibs) I CASE CD 115 1 WIND 1 1.6 JUSE 2)6 d NAILS THROUGH SHEATHING EACH SIDE ALTERNATE:USE(3)16 ga STAPLE THROUGH SHEATHING EACH SIDE SHEAR(Ibs) CASE CD 50 1 WIND 1 1.6 JUSE(1)16 d NAILS TOENAILED EACH END PLUS USE 10 d NAILS AT 51 in O.C.THROUGH PLATES CONDITION"C"-COLLAR TIE: AXIAL Ibs CASE CD 808 WIND 1.6 USE(5)16 d NAILS EACH END CONDITION"D"-KNEE WALLS: CHECK STRAP QTY/END I QTY/END r CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY 1 END TENSION(Ibs) I CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 1 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 163 1 SNOW 1.15 OK 2 2 OK 2- 2 OK 2 COMPRESSION(Ibs) I CASE CD 50 1 SNOW 1 1.15 JUSE(2)16 d NAILS THROUGH CHORD BLOCK(WHEN USED) CONDITION"E"-HEEL: TOP CHORD(Ibs) CASE CD 663 SNOW 1.15 USE(1)3/8"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS 3 6 d NAILS OR 4)16 ga STAPLES PER GUSSET EACH SIDE ALTERNATE:USE(1)3/4"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(Ibs) CASE CD 627 1 SNOW 1 1.15 JUSE(6)6 d NAILS OR(8)16 ga STAPLES PER GUSSET EACH SIDE BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-8 PV018118018M2018 TRUSSESIFOLDING12030-401TR5.15-9-3 RALEIGH,NC 27615 SECTION 6/pp.49 PFS';APPROVED DATE 3/IVZ2 TRUSS CALCULATIONS PFS CORPORATION LEGACY CUSTOM MODULAR HOMES oA COMPONENT LOAD SUMMARY 'CROSS SECTION IS FOR REFERENCE ONLY AND MAY NOT REFLECT ACTUAL TRUSS EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 pif MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 pif FLOOR DEAD LOAD= 10 psf x 15.75 ft/2= 78.75 plf FLOOR LIVE LOAD= 40 psf x 15.75 ft/2= 315 plf CEILING DEAD LOAD= 5 psf x 15.75 ft/2= 39.38 pif LOCATION 1=EXT.WALL HEADER&EXT.WALL STUD LOCATION 2=PERIMETER BAND LOCATION 3=EXT.WALL HEADER&EXT.WALL STUD 1O O LOCATION 4=PERIMETER BAND LOCATION 5=EXT.WALL HEADER&EXT.WALL STUD LOCATION 6=PERIMETER BAND LOCATIONS 2,4&6 MAY BE USED TO GENERATE FOUNDATION LOADS TRUSS TR5-15-9-3.5/12 PITCH.15'-9"WIDTH COMPONENT LOADS(Ibs/ft) 20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 34 - 5 6 DEAD LOAD 210 409 448 647, 686 885 LIVE LOAD 213 528 528 -843 843 1158 TOTAL LOAD. '423 937 976 1490" 1529 2043 30 psf GROUND SNOW LOCATION 1 2 3 4 5 6 © s DEAD LOAD 210 409 448 647 686 885 LIVE LOAD 258 573 573 888 888 1203 TOTAL LOAD 468 982 1021 1535 1574 2088 40 psf GROUND SNOW LOCATION 1 2 3 4 5 6 DEAD LOAD 210 409 448 647 686 885 LIVE LOAD 348 663 663 978 978 1293 TOTAL LOAD 558 1072 1111 1625 1664 2178 C&C UPLIFT LOCATION 1 2 3 4 5 6 UPLIFT(0.6)DEAD LOAD 126 245 269 388 412 531 901117 mph UPLIFT -241 120/155 mph UPLIFT -477 -232 -208 -89 -65 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-8 P.120181180180I2018 TRUSSESTOLDINGX20-30-001TR5-15-9-3 RALEIGH,NC 27615 SECTION 6/pp.54 LEGACY CUSTOM MODULAR HOMES APPROVED D"A"TE 3/8/22 PFS CORPORATION Bloomsburg,PA SECTION 23 UNIFORMLY LOADED STACKED BEAM CHARTS 2 x 10 SPF#2 UPPER MEMBER P1 -P138 2 x 10 SYP#2 UPPER MEMBER P139-P273 2 x 10 SP SELECT STRUCTURAL UPPER MEMBER P274-P408 1.5 x 9.25 LVL UPPER MEMBER P409-P543 r�`��1\iStltllltfl►j�l�I `�G:,�.• •.. �� yf.. 4 L rj i U RE STATE OF e — 584 pP:.X 3ar10COR� s% ,:;,; a1. .�ti ....... ... r i . No.03246 AL 02/09/22 .,¢ ..am q l ;.}!a. �g�a}.aaa@Pa.rs �� ,,♦tis y'v,'[' ,T rf/Rr �, �I t"+S�JEi B3 t♦'a to BARLOW � } �x.'.�- . •:�. 9061.110: � `��,,i fx-i� •'�"`� m�s<_S:} r � r �j C 'tJ� 3x "s C) ';/t NS s .:x y t `. %-`• �y i� �1%�-,•�` ?g �,i 0787r j + jar'{^' sd'/fl '}��j�yql �'((YY.^a(y7' • �/7. i. ,i JJl1/1 Ai1�1♦J, 02/2 C/2 020 werProe par Certification.I hearbyme,certify that these documents V/ were prepared or approved by me,and that lamaduly licensed v,mie"m,ew.•xuuuEcnmixoemz,e professional engineer under the laws of the Stale of Maryland, License No.33421,Expiration Date 711620. 1ST FLOOR MATE WALL CEILING BEAMS PFSi APPROVED ' -DATE 7/&22 UNIFORMLY LOADED PF BC=Rmm.caPORATION STACKED BEAM CHARTS NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED STACKED BEAM 1.5 x 9.25 LVL UPPER MEMBER SPAN CALCULATIONS OF SAME UANTITY AS LOWER MEMBER BASED ON 11240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 12'MAX.DEFLECTION LOWER MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plo QUANTITY d!6 SPAN BY LENGTH Qn) On) SPAN BY LENGTH On) On) SPAN BY LENGTH(in) I SPAN BY LENGTH On) (jin) 2x8SPF#2 650 1 4.8 8'-7' Lb-LOW 6.645 0.315 8'-4' Ld-LOW 6.454 0.28 L77" Ld-LOW 5.864 0.191 8'-7" Lb-LOW 6.645 0.315 2 2.4 12'-1' Ld-LOW 9.304 0.606 10'-6" Ld-LOW 8.127 0.353 ' Ld-LOW 7.384 0.24 11'-6' Ld-LOW 8.868 0.5 3 1.6 13'-10' Ld-LOW 10.647 0.692 12'-1' Ld-LOW 9.301 0.403 1' Ld-LOW 8.449 0.275 12'-9" Ld-LOW 9.816 0.5 4 12 15'-2" Ld-LOW 11.713 0.76 13'-3" Ld-LOW 10.233 OA43 0' Ld-LOW 9.296 0.302- 13'-6" Ld-LOW 10.548 0.5 2 x 8 SYP#2 650 1 4.8 8'-6" Lb-LOW 4.938 0.3 8'-4" Ld-LOW 4.855 0.28 ' Ld-LOW 4.411 0.191 1'-6- Lb-LOW 4.938 0.3 2 2.4 12'-0" Lb-LOW 6.961 0.593 10'-6" Ld-LOW 6.113 0.352 " Ld-LOW 5.554 0.24 11'-6" Ld-LOW 6.671 0.5 3 1.6 13'-9' Ld-LOW 8.007 0.691 12'-0" Ld-LOW 6.995 0.403 1" Ld-LOW 6.354 0.274 12'-9" Ld-LOW 7.384 0.5 4 12 15'-2" Ld-LOW 8.809 0.759 13'-3" Ld-LOW 7.696 0.442 0" Ld-LOW 6.991 0.301 13'-6" Ld-LOW 7.935 0.5 2x8HEM-FIR#2 650 1 4.8 8'-5" Lb-LOW 6.842 0298 8'-4" Ld-LOW 6.731 0.279 " Ld-LOW 6.114 0.19 8'-5" Lb-LOW 6.842 0.298 2 2.4 11'-11" Lb-LOW 9.649 0.589 10'-6" Ld-LOW 8.474 0.35 ' Ld-LOW 7.699 0.239 11'-5" Ld-LOW 9.262 0.5 3 1.6 13'-9' Ld-LOW 11.099 0.688 12'-0' Ld-LOW 9.696 0.4 10' Ld-LOW 8.81 0.273 12'-8' Ld-LOW 10.249 0.5 4 1.2 15'-1' Ld-LOW 12.21 0.755 13'-2" Ld-LOW 10.667 0.44 11' Ld-LOW 9.691 0.3 13'-7' Ld-LOW 11.015 0.5 2 x 8 SP SELECT STR. 650 1 4.8 9'-4" Lb-LOW 5.391 0.397 8'-7' Ld-LOW 4.972 0.287 9" Ld-LOW 4.517 0.196 9'-4" Lb-LOW 5.391 0.397 2 2.4 12'-4" Ld-LOW 7.17 0.621 10'-10" Ld-LOW 6.264 0.361 0' Ld-LOW 5.69 0.246 11'-9" Ld-LOW 6.793 0.5 3 1.6 14'-2" Ld-LOW 8.207 0.71 12'-4" Ld-LOW 7.17 0.413 11 -3" Ld-LOW 6.513 0.282 13'-0" Ld-LOW 7.519 0.5 4 1.2 1 15'-7" Ld-LOW 9.032 0.78 13'-7" Ld-LOW 7.89 0.454 12'-4" Ld-LOW 7.168 0.31 13'-11" Ld-LOW 8.081 0.5 1.5x 7.25 LVL 650 1 4.8 9'-11" Lb-LOW 3.693 0.497 8'-8" Ld-LOW 3.228 0.29 7'-10" Ld-LOW 2.933 0.198 9'-11" Lb-LOW 3.693 0.497 2 2.4 12'-6" Ld-LOW 4.656 0.627 10'-11" Ld-LOW 4.067 0.365 9'-11- Ld-LOW 3.695 0.249 11'-10" Ld-LOW 4.4 0.5 3 1.6 14'-4" Ld-LOW 5.33 0.717 12'-6" Ld-LOW 4.656 0.417 11'-4' Ld-LOW 4.231 0.284 13'-1' Ld-LOW 4.87 0.5 4 12 15'-9" Ld-LOW 5.866 0.788 13'-9" L&LOW 5.125 0.459 12'-6' Ld-LOW 4.656 0.313 14'-0" Ld-LOW 5.236 0.5 2x 10SPF#2 650 1 6.2 9'-0' Lb-LOW 6.948 0.295 9'-0" Lb-LOW 6.948 0.295 -8'-3' Ld-LOW 6.362 0.207 9'-0" Lb-LOW 6.948 0.295 2 3.1 12'-9" Lb-LOW 9.812 0.584 11'-5" Ld-LOW 8.828 0.383 10'-5" Ld-LOW 8.019 0.261 12'-3" Ld-LOW 9.438 0.5 3 2.1 15'-0" Ld-LOW 11.569 0.751 13'-1" Ld-LOW 10.108 0.438 11'-11" Ld-LOW 9.184 0.298 13'-6" Ld-LOW 10.452 0.5 4 1.5 1 16'-6" Ld-LOW 1 12.739 0.826 1 14'-5" Ld-LOW 11.129 0.481 13'-1" Ld-LOW 10.111 0.328 14'-6" Ld-LOW 11.238 0.5 2 x 10 SYP#2 650 1 6.2 8'-10" Lb-LOW 5.108 0.269 8'-10" Lb-LOW 5.108 0.269 8'-3- Ld-LOW 4.788 0.207 8'-10" Lb-LOW 5.108 0.269 2 3.1 12'-5" Lb-LOW 7.205 0.53 11'-5" Ld-LOW 6.641 0.383 10'-5" Ld-LOW 6.034 0.261 12'-3" Ld-LOW 7.101 0.5 3 2.1 15'-0" Ld-LOW 8.704 0.751 13'-1" Ld-LOW 7.605 0.437 11'-10' Ld-LOW 6.91 0298 13'-6' Ld-LOW 7.864 0.5 4 1.5 16'-5" Ld-LOW 9.586 0.825 14'-4' Ld-LOW 8.373 0.48 13'-1" Ld-LOW 7.607 0.327 14'-6' Ld-LOW 8.457 0.5 2x 10 HEM-FIR#2 650 1 6.2 8'-10' Lb-LOW 7.178 0.285 8'-10" Lb-LOW 7.178 0.285 8'-2" Ld-LOW 6.61 0205 8'-10" Lb-LOW 7.178 0.285 2 3.1 12'-6' Lb-LOW 10.133 0.565 11'-4' Ld-LOW, 9.17 0.379 10'-3" Ld-LOW 8.331 0.258 12'-2' Ld-LOW 9.827 0.5 3 2.1 14'-10" Ld-LOW 12.02 0.744 12'-11" Ld-LOW 10.499 0.433 ll'-9" Ld-LOW 9.538 0.295 13'-5" Ld-LOW 10.884 0.5 4 1.5 18'-4" Ld-LOW 13.232 0.817 14'-3" Ld-LOW 11.556 0.476 12'-11" Ld-LOW 10.501 0.324 14'-5" Ld-LOW 11.701 0.5 2 x 10 SP SELECT STR. 650 1 62 9'-10" Lb-LOWfl5.7220.379 9'-5" Ld-LOW 5.469 0.316 8'-7" Ld-LOW 4.968 0.215 9'-10" Lb-LOW 5.722 0.379 2 3.1 13'-7" Ld-LOW0.683 11'-11" Ld-LOW 6.894 0.398 10'-10" Ld-LOW 6.264 0.271 12'-7" Ld-LOW 7.301 0.5 3 2.1 15'-7' Ld-LOW0.781 13'-7' Ld-LOW 7.894 0.455 12'-4' Ld-LOW 7.173 0.31 13'-11" Ld-LOW 8.085 0.5 4 1.5 17'-1" Ld-LOW0.658 14'-11" Ld-LOW 8.692 0.5 13'-7' Ld-LOW 7.897 0.341 14'-11" Ld-LOW 8.694 0.5 1.5x 0.25 LVL 650 1 62 11'-0" Ld-LOW0.552 9'-7" Ld-LOW 3.573 0.321 8'-9" Ld-LOW 3.247 0.219 10'-9" Ld-LOW3.991 0.5 2 3.1 13'-10" Ld-LOW0.694 12'-1" Ld•LOW 4.505 0.404 11'-0Ld-LOW .093t::�0.275 12' Ld-LOW 4.751 0.5 115'-10" Ld-LOW0.793 13'=10" Ld4.OW 5.16 .4 ' " Ld-LOW 4.689 14'-1" Ld-LOW 5.263 0.5 17'-5" Ld-LOW0.872 15'-2" Ld-LOW 5.683 0.508 13'-10" Ld-LOW 5.164 15'-2" Ld-LOW 5.661 0.5 UNIBEAMSTACKED SECTION 23/pp.446 r F a APPRO; D DATE 3/8/22 LEGACY CUSTOM MODULAR HOMES PFS CORPORATION Bloomsburg, PA SECTION 22 UNIFORMLY LOADED BEAM CHARTS P1 -P137 •y'r''' �`,��`�:.�+ ! ...'„ . ` �•••�Y`t,,. � �L � `'t i•I •• is ,...— ,�, ,.` es J ph _ Pd 584 ? i "'.:G�'�• 'tq� ,f ;'' ��ORipP,' '`�.�\"Rarlotv % . AC `1C.No. 035206 13, I 1 It ttffi Y!�,ro•s..�',i..aZ_,. �1�i R tis �,.-N_pi...;�,g:N•.a.�� axs oi•s.p llll S4 ff�fT/ � r° .iiS.�l��il tt �q� "'"�'y I's�#,..��/•. +syfa�x p�•yyyy q, a i`ti't �'�+`l�,f 1'y /��' �g?`t4.:`...€, } w ) E «:{i�.w }—RL #' n 8 .f F'K-.%�' L� s s ��. +�r ! e i ��"•`iyf' ; `1.y {1i�y p� � :2 90674X1 c ��`.'^e�g� :�;''` �: C3�, t1'lv[•11d�7d1[k;` �' a `- � A �t'1� a ,�fig4?�s�s: °t Cg•,�� ,�r7�6e;A Et1•S �'y ' ;�'P�+�� 3i1�,1t�� r a .V.' `' Y 1'4i�'• • 'sir.S� iT • ',>> f<;.irj'•i3Y.• 787 Q°� •_•CONAL �� ' �� 1 `. 02/ZGV/2020 Professional Certification.I hearby certify that these documents were prepared or approved by me,and that I am a duly licensed .wiscn WG.— rofessionalen engineer under the lays of the State of Maryland, m""o"o-°1° ;:J0 •wibuo�aw+uwuxc-.•-+ixo.ror. p y' ry :sv ax Fo nueiox xcmre " -' License No.33421,Expiration Dale 711620. APPROVED DATE 3/AYII PFS CORPORATION Bi_m 9'PA 1st floor door and window headers NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 1/240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(pIQ QUANTITY d/b SPAN BY. LENGTH(n) (n) SPAN BY LENGTH(n) (n) SPAN I BY LENGTH(n) (n) SPAN BY LENGTH(n) (n) 2x4SPF#2 1200 1 2.3 1'-4" Lv 1.29 0.013 1'-4' Lv 1.29 0.013 1'-4" Lv 1.29 0.013 1'-4" Lv 129 0.013 2 1.2 2'-1" Lb 0.995 0.036 2'-1" Lb 0.995 0.036 2'-1' Lb 0.995 0.036 2'-1' Lb 0.995 0.036 3 0.8 2'-7" Lb 0.812 0.054 2'-7" Lb 0.812 0.054 2'-7" Lb 0.812 0.054 2'-7' Lb 0.812 0.054 4 0.6 2'-11" Lb 0.704 0.072 2'-11' Lb 0.704 0.072 2'-11" Lb 0.704 0.072 2'-11" Lb 0.704 0.072 2x4SYP#2 1200 1 2.3 1'-4" Lb 0.969 0.013 1'-4" Lb 0.969 0.013 1'-4" Lb 0.969 0.013 1'-4' Lb 0.969 0.013 2 1.2 1'-11" Lb 0.685 0.025 1 1-11" Lb 0.685 0.025 1'-11" Lb 0.685 0.025 1 1-11" Lb 0.685 0.025 3 0.8 2'-4' Lb 0.56 0.038 2'-4" Lb 0.56 0.038 2'-4" Lb 0.56 0.038 2'-4" Lb 0.56 0.038 4 0.6 2'-8- Lb 0.485 0,05 2'-8" Lb 0.485 0.05 2'-8" Lb 0.485 0.05 2'-8" Lb 0.485 0.05 2x4HEM-FIR#2 1200 1 2.3 1'-5" Lv 1A41 0.018 1'-5" Lv 1.441 0.018 1'-5" Lv 1.441 0.018 1'-5" Lv 1.441 0.018 2 1.2 2'-0" Lb 1.029 0.036 2'-0" Lb 1.029 0.036 2'-0' Lb 1.029 0.036 2'-0" Lb 1.029 0.036 3 0.8 2'-6" Lb 0.84 0.055 2'-6" Lb 0.84 0.055 2'-6" Lb 0.84 0.055 2'-6" Lb 0.84 0.055 4 0.6 2'-11" Lb 0.728 0.073 2'-11" Lb 0.728 0.073 2'-11" Lb 0.728 0.073 2'-11" Lb 0.728 0.073 2 x 4 SP SELECT STIR. 1200 1 2.3 1'-7" Lv 1.136 0.019 1'-7" Lv 1.136 0.019 1'-7' Lv 1.136 0.019 1'-7" Lv 1.136 0.019 2 1.2 2'-7' Lv 0.929 0.066 2'-7' Lv 0.929 0.066 2'-7" Ld 0.926 0:065 2'-7" Lv 0.929 0.066 3 0.8 3'-9" Ld 0.89 0.188 3'-3" Ld 0.778 0.11 2'-1V Ld 0.707 0.075 3'-9" Lv 0.9 0.197 4 0.6 4'-1' Ld 0.735 0.207 3'-7' Ld 0.642 0.121 3'-3' Ld 0.583 0.082 4'-10" Lb 0.867 0.402 1.5 x 3.5 LVL 1200 1 2.3 2'-2- Lv 1.021 0.064 2'-2- Lv 1.021 0.064 2--l' Ld 0.977 0.054 2'-2- Lv 1.021 0.064 2 12 3'-2" Lb 0.724 0.129 2'-11" Ld 0.678 0.099 2'-8" Ld 0.616 0.068 3'-2" Lb 0.724 0.129 3 0.8 3'-10" Lb 0.591 0.194 3'-4" Ld 0.517 0.114 3'-1' Ld 0.47 0.077 3'-10' Lb 0.591 0.194 4 0.6 4'-3" Ld 0.489 1 0.215 3'-9" Ld 0.427 0.125 3'-4" Ld 0.388 0.085 4'-5" Lb 0.512 0.258 2x6SPF#2 1200 1 3.7 2'-1" Lv 2.028 0.02 2'-1" Lv 2.028 0.02 2'-1" Lv 2.028 0.02 2'-1' Lv 2.028 0.02 2 1.8 3'-1" Lb 1.456 0.042 .,3'-„1".. ..Lb ...1.456 ,. ..,0,042,... 3'-1' Lb 1.456 0.042 3'-1" Lb 1.456 0.042 3' 1,2 3'-9" Lb 1.189 0.063 3'•9" Lb 1.189 0.063 3'-9" Lb 1.189 0.063 3'-9" Lb 1.189 0.063 4 1 0.9 4'-4" Lb 1.03 M04 4'-4" Lb 1.03 0.085 4'-4" Lb 1.03 0.085 4'-4" Lb 1.03 0.085 2x6SYP#2 1200 1 3.7 2'-0" Lb 1.452 2'-0" Lb 1.452 0.016 2'-0" Lb 1.452 0.016 2'-0" Lb 1.452 0.016 2 1.8 2'-10" Lb 1.027 2'-10" Lb 1.027 0.033 2'-10" Lb 1.027 0.033 2'-10" Lb 1.027 0.033 3 1.2 3'-6" Lb 0.839 3'-6" Lb 0.839 0.049 3'-6" Lb 0.839 0.049 3'-6" Lb 0.839 0.049 4 0.9 4--l' Lb 0.726 4'-1' Lb 0.726 0.065 4'-1' Lb 0.726 0.065 4'-1" Lb 0.726 0.065 2 x 6 HEM-FIR#2 1200 1 3.7 2'-1" Lb 2.129 2'-1' Lb 2.129 0.022 2'-1" Lb 2.129 0.022 2'-1" Lb 2.129 0.022 2 1.8 3'-0' Lb 1.506 3'-0' Lb 1.506 0.043 3'-0" Lb 1.506 0.043 3'-O' Lb 1.506 0.043 3 12 3'-8" Lb 1.23 0.064 3'-8" Lb 1.23 0.064 3'-8" Lb 1.23 0.064 3'-8' Lb 1.23 0.064 4 0.9 4'-3- Lb 1.065 0.086 4'-3- Lb 1.065 0.086 4'-3- Lb 1.065 0.086 4'-3- Lb 1.065 0.086 2 x 6 SP SELECT STIR. 1200 1 3.7 2'-6- Lv 1.785 0.029 2'-6- Lv 1.785 0.029 2'-6' Lv 1.785 0.029 2'_6' Lv 1.785 0.029 2 1.8 4'-1" Lv 1.46 0.104 4'-1' Lv 1.46 0.104 4'-1" Ld 1.455 0.103 4'-1' Lv 1.46 0.104 3 12 5'-8" Lv 1.352 0.258 5'-2' Ld 1.223 0.172 4'-8" Ld 1.111 0.118 5'-8" Lv 1.352 0.258 4 0.9 6'-6' Ld 1.156 0.326 5'-8" Ld 1.009 0.19 5'-2" Ld 0.917 0.129 6'-9" Lb 1.2 0.379 1.5x 5.5 LVL 1200 1 3.7 3'-5" Lb 1.585 0.096 3'-5" Lb 1.585 0.096 3'-4" Ld 1.536 0.084 3'-5' Lb 1.585 0.096 2 1.8 4'-11" Lb 1.121 0.192 4'-8" Ld 1.065 0.156 4'-3" Ld 0.968 0.106 4'-11" Lb 1.121 0.192 3 1.2 6'-0" Lb 0.916 0.287 5'-4" Ld 0.813 0.179 4'-10" Ld 0.739 0.122 6'-0" Lb 0.916 0.287 4 0.9 6'-8" Ld 0.769 0.337 5'-10" Ld 0.672 0.197 5'-4" Ld 0.61 0.134 6'-11' Lb 0.793 0.383 UNIBEAM SECTION 22/pp.66 PF�E APPHOVEO ` O/ATE 3/N/22 PFS CORPORATION aomzduy,P� 1 st floor door and window header NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0 3 REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON I/240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(pIq QUANTITY d/b SPAN BY I LENGTH On) I pn) SPAN BY LENGTH(n) (n) SPAN BY LENGTH(In) I (n) SPAN BY I LENGTH(n) (n) 2 x 8 SPF#2 1200 1 4.8 2'-9" Lb 2.607 0.024 2'-9" Lb 2.607 0.024 2'_9" Lb 2.607 0.024 2'-9- Lb 2.607 0.024 2 2.4 3'-10" Lb 1.844 0.048 3'-10" Lb 1.844 0.048 3'-10" Lb 1.844 0.048 3'-10" Lb 1.844 0.048 3 1.6 4'-9' Lb 1.506 0.071 4'-9' Lb 1.506 0.071 4'-9" Lb 1.506 0.071 4'-9' Lb 1.506 0.071 4 1.2 5'-6" Lb 1.305 0.095 5'-6" Lb 1.305 0.095 5'-6" Lb 1.305 0.095 5'-6" Lb 1.305 0.095 2x8SYP#2 1200 1 4.8 2'-7" Lb 1.841 0.018 2'-7' Lb 1.841 0.018 2'-7' Lb 1.841 0.018 2'-7' Lb 1.841 0.018 2 2.4 3'-8' Lb 1.302 0.037 3'-8" Lb 1.302 0.037 3'-8" Lb 1.302 0.037 3'-8" Lb 1.302 0.037 3 1.6 4'-5" Lb 1.064 0.055 4'-5" Lb 1.064 0.055 4'-5' Lb 1.064 0.055 4'-5" Lb 1.064 0.055 4 1.2 5'-2" Lb 0.921 0.074 5'-2" Lb 0.921 0.074 5'-2" Lb 0.921 0.074 5'-2" Lb 0.921 0.074 2 x 8 HEM-FIR#2 1200 1 4.8 2'-8" Lb 2.696 0.024 2--l' Lb 2.696 0.024 2--l' Lb 2.696 0.024 2--l' Lb 2.696 0.024 2 2.4 3'-10" Lb 1.907 0.048 3'-10' Lb 1.907 0.048 3'-10" Lb 1.907 0.048 3'-10" Lb 1.907 0.048 3 1.6 4'-8' Lb 1.558 0.072 4'-8" Lb 1.558 0.072 4'-8' Lb 1.558 0.072 4'-8" Lb 1.558 0.072 4 1.2 5'-5' Lb 1.349 0.096 5'-5' Lb 1.349 0.096 5'-5' Lb 1.349 0.096 5'-5" Lb 1.349 0.096 2 x 8 SP SELECT STR. 1200 1 4.8 3'-3" Lv 2.353 0.038 3'-3' Lv 2.353 0.038 3'-3" Lv 2.353 0.038 3'-3' Lv 2.353 0.038 2 2.4 5'-5' Lv 1.925 0.137 5'-5' Lv 1.925 0.137 5'-4" Ld 1.918 0.135 5'-5' Lv 1.925 0.137 3 1.6 7'-1" Lb 1.691 0.275 6'-9" Ld 1.612 0.227 6'-2" Ld 1.465 0.155 7'-1' Lb 1.691 0.275 4 1.2 8'-3" Lb 1.465 0.367 7'-6" Ld 1.331 0.25 6'-9" kLd 1.209 0.17 8'-3" Lb 1.465 0.367 1.Sx 7.25 LVL .. 1200 1 4.8 4'-6' Lb 2.071 0.122 4'-6" Lb 2.071 0.122 4'-5" 2.025 0.111 4'-6" Lb 2.071 0.122 2 2.4 6'-5" Lb 1.465 0.244 6'-2' Ld 1.405 0.206 5'-7" 1.276 0.14 6'-5" Lb 1.465 0.244 3 1.6 7'-10" Lb 1.197 0.365 7'-0" 'Ld 1.072 0.235 6'-4" 0.974 0.16 7'-10" Lb 1.197 0.365 4 12 8'-10" Ld 1.014 0.445 7'-9' Ld 0.886 0.259 7'-0' 0.805 0.176 9'-1" Lb 1.037 0.486 2x 10 SPF#2 1200 1 6.2 3'-4' Lb 3.185 0.025 3'-4" Lb 3.185 0.025 3'-4' 3.185 0.025 3'-4" Lb 3.185 0.025 2 3.1 4'-9" Lb 2.253 0.051 4'-9' Lb 2.253 0.051 4'-9' 2.253 0.051 4'-9" Lb 2.253 0.051 3 2.1 5'-10' Lb 1.84 0.076 5'-10" Lb 1.84 0.076 5'-10" Lb 1.84 0.076 5'-10" Lb 1.84 0.076 4 1.5 6'-9" Lb 1.594 0.102 6'-9" Lb 1.594 0.102 6'-9" Lb 1.594 0.102 6'-9" Lb 1.594 0.102 2x10SYP#2 1200 1 6.2 3'-0" Lb 2.184 0.018 3'-0" Lb 2.184 0.018 3'-0" Lb 2.184 0.018 3'-0" Lb 2.184 0.018 2 3.1 4'-4" Lb 1.545 0.035 4'-4" Lb 1.545 0.035 4'-4' Lb 1.545 _ 0.035 4'-4" Lb 1.545 0.035 3 2.1 1'-3- Lb 1.262 0.053 5'-3' Lb 1.262 0.053 5'-3- Lb 1.262 0.053 5'-3- Lb 1.262 0.053 4 1.5 6'-1" Lb 1.094 0.07 6'-1' Lb 1.094 0.07 6'-1" Lb 1.094 0.07 6'-1" Lb 1.094 0.07 2x 10 HEM-FIR#2 1200 1 6.2 3'-3" Lb 3294 0.026 3'-3" Lb 3.294 0.026 3'-3' Lb 3.294 0.026 3'-3" Lb 3.294 0.026 2 3.1 4'-8" Lb 2.33 0.052 4'-8" Lb 2.33 0.052 4'-8" Lb 2.33 0.052 4'-8" Lb 2.33 0.052 3 2.1 5'-9" Lb 1.903 0.078 5'-9" Lb 1.903 0.078 5'-9" Lb 1.903 0.078 5'-9. Lb 1.903 0.078 4 1.5 6'-7" Lb 1.649 0.103 6'-7" Lb 1.649 0.103 6'-7" Lb 1.649 0.103 6'-7" Lb- 1.649 0.103 2 x 10 SP SELECT STR. 1200 1 6.2 4'-2" Lv 3.002 0.049 4'-2" Lv 3.002 0.049 4'-2" Lv 3.002 0.049 4'-2" Lv 3.002 0.049 2 3.1 6'-7" Lb 2.362 0.15 6'-7' Lb 2.362 0.15 6'-7" Lb 2.362 0.15 6'-7" Lb 2.362 0.15 3 2.1 8.-l. Lb 1.929 0224 8'-1" Lb 1.929 0.224 7'-10" Ld 1.869 0.198 8.-1. Lb 1.929 0.224 4 1.5 9'-4' Lb 1.671 0.299 9'-4" Lb 1.671 0.299 8'-8" Ld 1.544 0.217 9'-4" Lb 1.671 0.299 1.5x9.25 LVL 1200 1 .62 5'-9" Lb 2.622 0.151 5'-9" Lb 2.622 0.151 5'-8' Ld 2.583 0.142 5'-9" Lb 2.622 0.151 2 3.1 8'-1" Lb 1.855 0.301 7'-10" Ld 1.793 0.262 7'-1" Ld 1.629 0.179 8'-1' Lb 1.855 0.301 3 '2.1 9'-11" Lb 1.515 0.451 9'-0" Ld 1.369 0.3 8'-2" Ld 1.244 0.205 9'-11" Lb 1.515 0.451 4 1.5 11'-4" Ld 1.295 0.567 9'-10' Ld 1.131 0.33 9'-0" Ld 1.027 0.225 10'-11" Ld 1.254 0.5 UNIBEAM SECTION 22/pp.67 q5rW APPROVED _ DATE 31x/22 PFS CORPORATION garage door header �°°�'°'°" NOTES; 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(CJ)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. - AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS __[ BASED ON I/240 DEFLECTION BASED ON I/360 DEFLECTION BASED ON 1/48D DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTIO MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTIO MEMBER LOAD(pIQ QUANTITY d/b SPAN BY LENGTH Qn) (n) SPAN BY LENGTH(n) (n) SPAN BY LENGTH(n) Qn) SPAN BY LENGTH(n) in) 2 x 12 SPF#2 1200 1 7,5 3'-11" Lb 3.693 0.026 3'-11" Lb 3.693 0.026 3'-11- Lb 3.693 0.026 K3180'* Lb 3.693 0.026 2 3.8 5'-6" Lb 2.613 0.051 5'-6" Lb 2.613 0.051 5'-6" Lb 2.613 0.051 Lb 2.613 0.051 3 2.5 6'-9" Lb 2.135 0.077 6'-9" Lb 2.135 0.077 6'-9' Lb 2.135 0.077 Lb 2.135 0.077 4 1.9 7'-9" Lb 1.85 0.102 7'-9' Lb 1.85 0.102 7'-9" Lb 1.85 0.102 Lb 1.85 0.102 2x 12 SYP#2 1200 1 7.5 3'-8' Lb 2.657 0.021 3'-8' Lb 2.657 0.021 3'-8" Lb 2.657 0.021 Lb 2.657 0.021 2 3.8 5'-3" Lb 1.88 0.043 5'-3" Lb 1.88 0,043 5'-3" Lb 1.88 0.043 Lb 1.88 0.043 3 2.5 6'-5" Lb 1.536 0.064 6'-5" Lb 1.536 0.064 6'-5" Lb 1.536 0.064 Lb 1.536 0.064 4 1.9 7'-5" Lb 1.331 0.085 7'-5" Lb 1.331 0.085 7'-5" Lb 1.331 0.085 Lb 1.331 0.085 2 x 12 HEM-FIR#2 1200 1 7.5 3'-10" Lb 3.82 0.026 3'-10" Lb 3.82 0.026 3'-10" Lb 3.82 0.026 Lb 3.82 0.026 2 3.8 5'-6' Lb 2.702 0.052 5'-5" Lb 2.702 0.052 5'-5- Lb 2.702 0,052 5'-5' Lb 2.702 0.052 3 2.5 6'-8' Lb 2.208 0.078 6'-8' Lb 2.208 0.078 6'-8' Lb 2.208 0.078 6'-8' Lb 2208 0.078 4 1.9 7'-8" Lb 1.913 0.104 7'-8' Lb 1.913 0.104 7'-8" Lb 1.913 0.104 7'-8" Lb 1.913 0.104 2 x 12 SP SELECT STIR. 1200 1 7.5 5'-1' Lv 3.652 0.059 5--l' Lv 3.652 0.059 51-11, Lv 3.652 0.059 5'-1" Lv 3.652 00266 2 3.8 7'-5' Lb 2.657 0.133 7'-5' Lb 2.657 0.133 7'-5' Lb 2.657 0.133 7'-5' Lb 2.657 3 2.5 9'-2' Lb 2.171 0.199 9'-2' Lb 2.171 0.199 9'-2' Lb 2.171 0.199 9'-2' Lb 2.171 _... ... _. _._. _... 4 1.9 10'-7" Lb 1.881 0.266 10'-7' Lb 1.881 0.266 10'-6" Ld 1.878 0.264 10'-7' Lb 1.881 I,$x11.25LVL 1200 1 7.5 6'-11" Lb 3.169 0.179 6'-11" Lb 3.169 0.179 6'-10" Ld 3.143 0.173 6 -11" Lb 3.169 2 3.8 9 -10" Lb 2.242 0.357 9'-6" Ld 2.181 0.319 8'-8' Ld 1.981 0.217 9 -10" Lb 2.242 3 2.5 12'-0" Lb 1.832 0.534 10'-11" Ld 1.666 0.365 9 -11" Ld 1.513 0.249 11 -10" Ld 1.8024 1.9 13'-9" Ld 1.575 0.69 12'-0' Ld 1.376 0.402 10 -11' Ld 1.25 0.274 12 -8" Ld 1.454 . 1.5x 12 LVL 1200 1 8 7'-4' Lb 3.373 0.189 7'-4' Lb 3.373 0.189 7'-4" Ld 3.352 0.184 7'-4' Lb 3.373 0.189 2 4 10'-5" Lb 2.387 0.377 10'-2" Ld 2.326 0.34 9'-3" Ld 2.114 0.232 10'-5" Lb 2.387 0.377 3 2.7 12'-9" Lb 1.95 0.565 11'-6' Ld 1.777 0.389 10'-7' Ld 1.615 0.265 12'-5" Ld 1.892 0.5 4 2 14'-8" Ld 1.681 0.735 12'-10" Ld 1.468 0.428 11'-8" Ld 1.334 0.292 13'-4' Ld 1.528 0.5 1.5x 14 LVL 1200 1 9.3 8'-7" Lb 3.917 0.216 8'-7' Lb 3.917 0.216 8'-7' Ld 3.912 0.215 8'-7' Lb 3.917 0.216 2 4.7 12'-1" Lb 2.772 0.431 11'-10" Ld 2.715 0.397 10'-9" Ld 2.467 0.27 12'-1" Lb 2.772 0.431 3 3.1 14'-10" Lb 2.265 0.646 13'-7" Ld 2.074 0.454 12'-4" Ld 1.885 0.309 13'-11" Ld 2.125 0.5 4 2.3 17'-1" Ld 1.962 0.858 14'-11" Ld 1.714 0.5 13'-7" Ld 1.557 0.34 14'-11" Ld 1.715 0.5 1.5 x 16 LVL 1200 1 10.7 9'-9" Lb 4.457 0.242 1.-,. Lb 4.457 0.242 9._l. Lb 4.457 0.242 9'-9" Lb 4.457 0.242 2 5.3 13'-9' Lb 3.154 0.484 13'-7' 1 Ld 3.104 0.454 12'-4" Ld 2.82 0.309 13'-9' Lb 3.154 0.484 3 3.6 16'-11" Lb 2.578 0.724 15'-6" Ld 2.372 0.519 14'-1" Ld 2.155 0.354 15'-5' Ld 2.35 0.5 4 2.7 19'-6" Lb 2.235 0.964 17'-1" Ld 1.96 0.571 15'-6" Ld 1.781 0.389 16'-6" Ld 1.896 0.5 1.5 x 18 LVL 1200 1 12 10'-11" Lb 4.995 0.268 10'-11" Lb 4.995 0.268 10'-11" Lb 4.995 0.268 10'-11" Lb 4.995 0.268 2 6 15'-5" Lb 3.536 0.536 15'-3" Ld 3.493 0.51 13'-10" Ld 3.174 0.348 15'-2" Ld 3.475 0.5 3 4 18'-11" Lb 2.89 0.802 17'-6" Ld 2.669 0.584 15 -10" Ld 2.425 0.398 16'-10' Ld 2.568 0.5 4 3 21 -10" Lb 2.505 1.067 19'-3" Ld 2.207 0.642 17'-5" Ld 2.005 0.437 18'-1" Ld 2.073 0.5 1.5 x 20 LVL 1200 1 13.3 12 -1' Lb 5.532 1 0.294 12'-1" Lb 5.532 0.294 12'm I" Lb 5.532 1 0.294 12'-1" Lb 5.532 0.294 2 6.7 17'-1" Lb 3.916 0.587 17'-0" 1 Ld 3.882 0.567 15'-5" Ld 3.527 0.386 1 16'-5" Ld 3.763 0.5 3 4.4 20'-11" Lb 3.201 0.878 19'-5" Ld 2.967 0.648 17'-8" Ld 2.696 0.442 18'-2" Ld 2.781 0.5 4 3.3 24'-2" Lb 2.776 1.168 21'-4' Ld 2.453 0.713 19'-5' Ld 2.229 0.486 19'-6" Ld 2.245 0.5 1.5x22 LVL 1200 1 14.7 13'-3" Lb 6.068 0.32 13'-3' Lb 6.068 0.32 13'-3" Lb 6.068 0.32 13'-3" Lb 6.068 0.32 2 7.3 18'-9" Lb 4.296 0.638 18'-8" Ld 4.272 0.623 16'-11" Ld 3.881 0.425 17'-8" Ld 4.043 0.5 3 4.9 23'-0" Lb 3.512 0.954 21'-4" Ld 3.266 0.713 19'-5" Ld 2.967 0.486 19'-6" Ld 2.988 0.5 4 3.7 26'-6" Lb 3.045 1.269 23'-6" Ld 2.7 0.784 21'-4" Ld 2.453 0.534 21'-0" Ld 2.413 0.5 1.5x24 LVL 1200 1 16 14'-5" Lb 6.601 0.345 14'-5" Lb 6.601 0.345 14'-5" Lb 6.601 0.345 14'-5' Lb 6.601 0.345 2 8 20'-5" Lb 4.674 0.687 20'-4' Ld 4.662 0.68 18'-6' Ld 4.235 0.463 18'-10" Ld 4.317 0.5 3 5.3 25'-0' Lb 3.822 1.028 23'-3" Ld 3.564 0.778 21'-2' Ld 3.238 0.53 20'-10" Ld 3.192 0.5 4 4 28'-10" Lb 3.314 1.367 25'-7" Ld 2.948 0.855 1 23'm 3" Ld 2.678 0.583 1 22'-5" Ld 2.578 0.5 UNIBEAM SECTION 22/pp.68 QP;� APPROVED:i DATE 31WIZ PFS CORPORATION aio�m.e.va 2nd floor ceiling beam at stairs NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 1/240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(pIq QUANTITY d/b SPAN BY LENGTH(in) On) SPAN BY LENGTH(in) On) SPAN BY LENGTH On) (In) SPAN BY LENGTH On) On) 2x8SPF#2 150 1 48 7'-9" Lb 0.924 0189 7'-9" Lb 0.924 0.189 7'-9" Lb 0.924 0.189 7'-9" Lb 0.924 0.189 ' 2 2.4 11'-0" Lb 0.655 0.376 10'-11" Ld 0.65 0.364 9'-11" Ld 0.59 0.248 11'-0" Lb 0.655 0.376 3 1.6 13'-5" Lb 0.536 0.561 12'-5" Ld 0.498 0.416 11'-4" Ld 0.452 0.283 13'-0' Ld 0.521 0.5 4 1.2 15'-5" Lb 0.466 0.744 13'-8" Ld 0.412 0.457 12'-5" Ld 0.375 0.311 14'-0" Ld 0.422 0.5 2x 8SYP#2 150 1 4.8 7'-3" Lb 0.653 0.147 7'-3' Lb 0.653 0.147 7'-3' Lb 0.653 0.147 7'-3' Lb 0.653 0.147 2 2.4 10'-3" Lb 0.463 0.291 10'-3" Lb 0.463 0.291 9'-10" Ld 0.445 0.248 10'-3" Lb 0.463 0.291 3 1.6 12'-7" Lb 0.379 OA34 12'-5" Ld 0.375 0.415 11'-3" Ld 0.341 0.283 12'-7" Lb 0.379 0.434 4 1.2 14'-6" 1 Lb 0.33 0.575 13'-8" Ld 1 0.311 0.456 12'-5" Ld 0.283 0.311 14'-0" Ld 0.318 0.5 2x8HEM-FIR#2 150 1 4.8 7'-8" Lb 0.956 0.192 7'-8" Lb 0.956 0.192 7'-8" fl-Ld 0.956 0.192 7'-8" Lb 0.956 0.192 2 2.4 10'-10" Lb 0.678 0.382 10'-7" Ld 0.665 0.355 1'-8- 0.604 0.242 101-10" Lb 0.678 0.382 3 1.6 13'-3" Lb 0.555 0.571 12'-2' Ld 0.509 0.406 11 1-0" 0.463 0.277 12'-9" Ld 0.537 0.5 4 12 151-3" Lb 0.482 0.757 13'-4' Ld 0.422 0.446 12'-1" 0.384 0.304 13'-9" Ld 0.434 0.5 2 x 8 SP SELECT STIR. 150 1 4.8 10'-9" Ld 0.962 0.541 9'-5' Ld 0.84 0.315 8'-6" 0.763 0.215 10'-7" Ld 0.943 0.5 2 2.4 13'-7" Ld 0.608 0.68 11 1-10" Ld 0.531 0.396 101-9" 0.482 0.27 12'-7" Ld 0.563 0.5 3 1.6 15'-6" Ld 0.465 0.777 13'-6" Ld 0.406 0.453 12'-4" 0.369 0.308 13'-11" Ld 0.417 0.5 4 1.2 17'-0- Ld 0.385 0.854 14'-11" Ld 0.337 0.497 13'-6" 0.306 0.339 14'-11" Ld 0.337 0.5 1.5x 7.25 LVL 150 1 4.8 11'-2' Ld 0.64 0.56 1 9'-9" Ld 0.559 0.326 1 8'-10" Ld 0.508 0.222 10 -10" Ld 0.622 0.5- 2 2.4 14'-0" Ld 0.405 0.703 12'-3" Ld 0.354 0.41 11'-2' Ld 0.322 0.279 12 -11' Ld 0.372 0.5 3 1.6 16'-0" Ld 0.311 0.803 14'-0" Ld 0.271 0.468 12'-9' Ld 0.246 0.319 14'-3" Ld 0.276 0.5 4 12 17'-7" Ld 0.257 0.682 15 -5" Ld 0.225 0.514 14 -0" Ld 0.204 0.35 15'-3" Ld 0.223 0.5 2x10SPF#2 150 1 62 9'-6' Lb 1.129 0.203 9'-6" Lb 1.129 0203 9'-6' Lb 1.129 0.203 9'-6" Lb 1.129 0.203 2 3.1 13'-5" Lb 0.801 0.402 13'-5" Lb 0.801 0.402 12'-7" Ld 0.755 1 0.316 13'-5' Lb 0.801 0.402 3 2.1 16'-4" Lb 0.657 0.599 15'-10" Ld 1 0.637 0.53 14'-5" Ld 0.579 0.361 15'-8" Ld 0.628 0.5 4 1.5 18'-10"1 Lb 0.571 0.793 17'-5" Ld 0.528 0.582 15'-10" Ld 0.48 0.396 16'-9" Ld 0.509 0.5 2x 10SYP#2 150 1 6.2 8'-8" Lb 0.775 0.14 8'-8" Lb 0.775 0.14 8'-8" Lb 0.775 0.14 8'-8" Lb 0.775 0.14 2 3.1 12'-2" Lb 0.55 0.277 12'-2" Lb 0.55 0.277 12'-2" Lb 0.55 0277 12'-2" Lb 0.55 0.277 3 2.1 14'-10" Lb 0.451 0.412 14'-10" Lb 0.451 0.412 14'-5' Ld 0.436 0.361 14'-10" Lb 0.451 0.412 4 1.5 17'-1" Lb 0.393 0.545 17'-1" Lb 0.393 0.545 15'-9" Ld 0.362 0.396 16'-9" Ld 0.384 0.5 2x 10 HEM-FIR#2 150 1 6.2 9'-4' Lb 1.168 0.206 9'-4' Lb 1.168 0.206 9'-4' Lb 1.168 0.206 9'-4' Lb 1.168 0.206 2 3.1 13'-2" Lb 0.829 0.409 13'-2" Lb 0.829 0.409 12'-4" Ld 0.773 0.308 13'-2" Lb 0.829 0.409 3 2.1 16'-1" Lb 0.679 0.609 15'-6" Ld 0.652 0.517 14'-1" Ld 0.592 0.352 15'-4" Ld 0.647 0.5 4 1.5 18'-7" Lb 0.59 0.806 17'-0" Ld 0.541 1 0.568 15'-5" Ld 0.491 0.387 16'-5" Ld 0.524 0.5 2 x 10 SP SELECT STIR. 150 1 6.2 13'-3" Lb 1.184 0.595 12'-0" Ld 1.073 0.402 10 -11" Ld 0.975 0.274 12'-8" Ld 1.133 0.5 2 3.1 17'-4" Ld 0.777 0.867 15'-1" Ld 0.679 0.505 13'-9" Ld 0.616 0.344 15'-1" Ld 0.677 0.5 3 2.1 19'-9" Ld 0.595 0.99 17'-3" Ld 0.52 0.577 15'-8" Ld 0.472 0.393 16'-8" Ld 0.502 0.5 4 1.5 21'-9" Ld 0.493 1.088 191-0" Ld 0.431 0.633 17'-3" Ld 0.392 0.432 17'-10* Ld 0.406 0.5 1.5x 9.25 LVL 150 1 6.2 14'-3" Ld 0.818 0.714 12'-5" Ld 0.714 0.416 11'-3' Ld 0.649 0.283 13'-0' Ld 0.748 0.5 2 3.1 17'-11" Ld 0.518 0.896 15'-7" Ld 0.453 0.522 14'-2" Ld 0.411 0.358 15'-5" Ld 0.448 0.5 3 2.1 20'-5" Ld 0.398 1.023 17'-10" Ld 0.347 0.596 16'-2" Ld 0.318 0.406 17'-1" Ld 0.332 0.5 4 1.5 22'-5' Ld 0.33 1.123 19'-7" Ld 0.288 0.654 17'-9" Ld 0262 0.446 18'-4' Ld 1 0.27 0.5 UNIBEAM SECTION 22/pp.10 APPROVED ` DATE 3/BR2 PFS CORPORATION BlownaWO,CA Y 2nd floor door and window headers NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr) 1.0. 7.SINGLE MEMBER LVUS GREATER THAN 14'DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(PID QUANTITY d/b SPAN BY LENGTH(n) 0n) SPAN I BY LENGTH(n) 0n) SPAN BY LENGTH On) (n) SPAN BY LENGTH On) 0n) 2 x 4 SPF#2 656 1 2.3 2'-0' Lb 1.036 0.033 2'_0' Lb 1.036 0.033 2'-0' Lb 1.036 0.033 2'-0" Lb 1.036 0.033 2 1.2 2'-10" Lb 0.732 0.066 2'-10" Lb 0.732 0.066 2'-10" Lb 0.732 0.066 2'-10" Lb 0.732 0.066 3 0.81 3'-6- Lb 0.598 0.099 3'-6' Lb 0.598 0.099 3'-4' Ld 0.574 0.084 3'-6' Lb 0.598 0.099 4 0.6 4'-0' Lb 0.518 0.132 4'-0' Lb 0.518 0.132 3'-8' Ld 0.474 0.093 4'-0' Lb 0.518 0.132 2x4SYP#2 650 1 2.3 1'-10' Lb 0.713 0.023 1'-10' Lb 0.713 0.023 1'-10' Lb 0.713 0.023 1'-10- Lb 0.713 0.023 2 1.2 2'-7' Lb 0.504 0.046 2'-7' Lb 0.504 0.046 2'-7" Lb 0.504 0.046 2'-7" Lb 0.504 0.046 3 0.8 3'-2" Lb 0.412 0.07 3'-2" Lb 0.412 0.07 3'-2" Lb 0.412 0.07 3'-2' Lb 0.412 0.07 4 0.6 3'-8" Lb 0.357 0.093 3'-8" Lb 0.357 0.093 3'-8" Lb 0.357 0.093 3'-8' Lb 0.357 0.093 2x4HEM-FIR#2 650 1 2.3 2'-0" Lb 1.071 0.034 2'-0' Lb 1.071 0.034 2'-0' Lb 1.071 0.034 2'-0' Lb 1.071 0.034 2 12 2'-V Lb 0.758 0.067 2'-9" Lb 0.758 0.067 2--l' Lb 0.758 0.067 2--g- Lb 0.758 0.067 3 0.8 3'-5' Lb 0.619 0.101 3'-5" Lb 0.619 0.101 3'-3' Ld 0.588 0.082 3'-5' Lb 0.619 0.101 4 0.6 3'-11' Lb 0.536 0.134 3'-11' Ld 0.535 0.133 3'-7' Ld 0.486 0.091 3'-11' Lb 0.536 0.134 2 x 4 SP SELECT STR. 650 1 2.3 2'-5- LV 0.947 0.056 2'-5- Lv 0.947 0.056 2'-5- Lv 0.947 0.056 2'-5- LV 0.947 0.056 2 1.2 4'-0' Ld 0.775 0202 3'-6" Ld 0.677 0.118 3'-2' Ld 0.615 0.08 4'-4' LV 0.835 0.271 3 0.8 4'-7" Ld 0.592 0.231 4'-0" Ld 0.517 0.135 3'-8' Ld 0.47 0.092 5'-7" Ld 0.718 0.5 4 0.6 5'-1" Ld 0.489 0.254 4'-5" Ld 0.427 0.148 4'-0" Ld 0.388 0.101 6'-0" Ld 0.579 0.5 1.5x3.5 LVL 650 1 2.3 3'-0" Lb 0.753 0.119 2'-10" Ld 0.715 0.097 2'-7' Ld 0.649 0.066 3'-0" Lb 0.753 0.119 2 12 4'-2' Ld 0.516 0.209 3'-7" Ld 0.451 0.122 3'-3" Ld 0.409 0.083 4'-3' Lb 0.533 0.239 3 0.8 4'-9" Ld 0.394 0.239 4'-2' Ld 0.344 0.139 3'-9' Ld 0.313 0.095 5'-3" Lb 0.435 0.358 4 0.6 5'-3' Ld 0.325 0263 4'-7" Ld 0.284 0.153 4'-2" Ld 0.258 0.105 6'-1' Lb 0.377 0.476 2x 6SPF#2 650 1 3.7 2'-11' Lb 1 1.515 0.039 2'-11' Lb 1.515 0.039 2'-11' Lb 1.515 0.039 2'-11' Lb 1.515 0.039 2 1.8 4'-2" Lb 1.072 0.078 4'-2" Lb 1.072 0.078 4'-2" Lb 1.072 0.078 4'-2' Lb 1.072 0.078 3 1.2 5'-1" Lb 0.876 0.117 5'-1" Lb 0.876 0.117 5'-1' Lb 0.876 0.117 5'-1' Lb 0.876 0.117 4 0.9 5'-11" Lb 0.759 0.156 5'-11" Lb 0.759 0.156 5'-9" Ld 0.746 0.146 5'-11" Lb 0.759 0.156 2x6SYP#2 650 1 3.7 2'-9" Lb 1.069 0.03 2'-9" 1 Lb 1.069 0.03 2'-9' Lb 1.069 0.03 2'-9' Lb 1.069 0.03 2 1.8 3'-11" Lb 0.756 0.06 3'-11' Lb 0.756 0.06 3'-11" Lb 0.756 0.06 3'-11' Lb 0.755 0.06 3 12 4'-9" Lb 0.618 0.09 4'-9' Lb 0.618 0.09 4'-9' Lb 0.618 0.09 4'-9" Lb 0.618 0.09 4 0.9 5'-6' Lb 0.535 0.12 5'-6' Lb 0.535 0.12 5'-6' Lb 0.535 0.12 5'-6" Lb 0.535 0.12 2 x 6 HEM-FIR#2 650 1 3.7 2'-1 V Lb 1.567 0.04 2'-11' Lb 1.567 0.04 2'-1 V Lb 1.567 0.04 2'-11" Lb 1.567 0.04 2 1.8 4'-1' Lb 1.109 0.079 4'-1" Lb 1.109 0.079 4'-1" Lb 1.109 0.079 4'-1" Lb 1.109 0.079 3 1.2 5'-0" Lb 0.906 0.119 5'-0" Lb 0.906 0.119 5'-0" Lb 0.906 0.119 5'-0" Lb 0.906 0.119 4 0.9 5'-10" Lb 0.785 0.158 5'-10" Lb 0.785 0.158 5'-8" Ld 0.764 0.142 5'-10" Lb 0.785 0.158 2 x 6 SP SELECT STIR. 650 1 3.7 3'-10" LV 1.488 0.088 3'-10" LV 1.488 0.088 3'-10" LV 1.488 0.088 3'-10" Lv 1.488 0.088 2 1.8 6'-4" Ld 1.219 0.317 5'-6" Ld 1.065 0.185 5'-0" Ld 0.967 0.126 6'-6' Lb 1.249 0.35 3 1.2 7'-3" Ld 0.931 0.363 6'-4' Ld 0.813 0.211- 5'-9" Ld 0.739 0.144 7'-10' Ld 1.008 0.5 4 1 0.9 7'-11' Ld 0.769 0.4 6'-11' Ld 0.672 0.233 6'-4" Ld 0.61 0.159 8'-5" Ld 0.813 0.5-- 1.5 x 5.5 .51.5x5.5 LVL 650 1 3.7 4'-8' Lb 1.167 0.177 4'-6" Ld 1.124 0.152 4'-1' Ld 1.021 0.104 4'-8" Lb 1.167 0.177 2 1.8 6'-6" Ld 0.811 0.329 5'-8' Ld 0.708 0.191 5'-2" Ld 0.644 0.13 6'-8" Lb 0.826 0.353 3 1.2 7'-6" Ld 0.619 0.376 6'-6" Ld 0.541 0.219 5'-11" Ld 0.492 0.149 8'-0" Ld 0.1365 0.5 4 0.9 8'-3" Ld 0.512 0.414 7'-2" Ld 0.447 0.241 6'-6" Ld 0.408 0.184 B'-8" Ld 0.538 0.5 UNIBEAM SECTION 22 1 pp.39 PFS:APPROVED r ®D//ATE 3�ZZ PFS CORPORATION &mrsW a.va open to below area header 2nd floor window headers NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0 8 REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM UMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED I BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(Plp QUANTITY d/b SPAN BY LENGTH(n) (n) SPAN BY LENGTH(n) (n) SPAN BY LENGTH(n) I (n) SPAN I BY LENGTH(n) (n) 2x8SPF#2 850 1 4,8 3'-9" Lb 1.919 0.044 3'-9' Lb 1.919 0.044 3'-9' Lb 1.919 0.044 3'-9' Lb 1.919 0.044 2 2.4 5'-3' Lb 1.358 0.088 5'-3" Lb 1.358 0.088 5'-3" Lb 1.358 0.088 5'-3' Lb 1.358 0.088 3 1.6 8'-6' Lb 1.109 0.131 6'-6' Lb 1.109 0.131 6'-6' Lb 1.109 0.131 6'-6' Lb 1.109 0.131 4 1.2 7'-6" Lb 0.961 0.175 7'-6" Lb 0.961 0.175 7'-6' Lb 0.961 0.175 7'-6' Lb 0.961 0.175 2x 8SYP#2 650 1 4.8 3'-6' Lb 1.355 0.034 3'-6' Lb 1.355 0.034 3'-6' Lb 1.355 0.034 3'-6' Lb 1.355 0.034 2 2.4 4'-11" Lb 0.959 0.068 4'-11" Lb 0.959 0.068 4'-11" Lb 0.959 0.068 4'-11" Lb 0.959 0.068 3 1.6 6'-1" Lb 0.784 0.102 6'-1" Lb 0.784 0.102 6'-1" Lb 0.784 0.102 6'-1" Lb 0.784 0.102 4 1.2 7'-0" 1 Lb 0.679 0.135 7'-0" Lb 0.679 0.135 7'-0' Lb 0.679 0.135 7'-.1' Lb 0.679 0.135 2 x 8 HEM-FIR#2 6504.8 3'-8" Lb 1.985 0.045 3--l' Lb 1.985 0.045 3'-8- Lb 1.985 0.045 3'-8- Lb 1.985 0.045 K14 2A 5'-2" Lb 1.404 0.089 5'-2" Lb 1.404 0.089 5'-2" Lb 1.404 0.089 5'-2" Lb 1.404 0.089 1.6 6'-4" Lb 1.147 0.133 6'-4" Lb 1.147 0.133 6'-4" Lb 1.147 0.133 6'-4" Lb 1.147 0.133 1.2 7'-4' Lb 0.994 0.178 7'-4" Lb 0.994 0.178 7'-4" Lb 0.994 0.178 7'-4" Lb 0.994 0.178 2 x 8 SP SELECT STIR. 6504.8 5'-1" Lv 1.961 0.116 5'-1' Lv 1.961 0.116 5'-1" Lv 1.961 0.116 5'-1" Lv 1.961 0.116 2.4 7'-11" Lb 1.525 0.339 7'-3' Ld 1.404 0.244 6'-7' Ld 1276 0.166 7'-11" Lb 1.525 0.339 1.6 9'-6" Ld 1.227 0.478 8'-4" Ld 1.072 0.279 7'-7' Ld 0.974 0.19 9'-8" Ld 1.241 0.5 4 12 10'-6' Ld 1.014 0.526 9'-2" Ld 0.886 0.307 8'-4" Ld 0.805 0.209 10'-4" Ld 1.001 0.5 1.5x 7.25 LVL 650KI 4.8 6'-2" Lb 1.525 0.225 6'-0' Ld 1.481 02 5'-5' Ld 1.346 0,136 6'-2' Lb 1.525 0225 2A B'-7' Ld 1.069 0.433 7'-6" Ld 0.934 0.252 6'-10" Ld 0.849 0.172 8'-8" Lb 1.079 0.449 1.6 9'-10" Ld 0.817 0.495 8'-7' Ld 0.714 0.289 7'-10" Ld 0.648 0.197 9'-11' Ld 0.819 0.5 1.2 101-10" Ld 0.675 0.545 9'-6' Ld 0.59 0.317 8'-7" Ld 0.536 0.216 10'-8" Ld 0.661 0.5 2x 10SPF#2 6506.2 4'-7" Lb 2.345 0.047 4 -7" Lb 2.345 0.047 4'-7" Lb 2.345 0.047 4'-7" Lb 2.345 0.047 3.1 6'-5" Lb 1.659 0.094 6'-5" Lb 1.659 0.094 6'-5" Lb 1.659 0.094 6'-5" Lb 1.659 0.094 2.1 7'-11" Lb 1.356 0.141 7'-11" Lb 1.356 0.141 7'-11" Lb 1.356 0.141 7'-11" Lb 1.356 0.141 4 1.5 9'-1" Lb 1.175 0.187 9'-1" Lb 1.175 0.187 9'-1" Lb 1.175 0.187 9'-1" Lb 1.175 0.187 2x 10 SYP#2 650 1 6.2 4'-2" Lb 1.608 0.032 4'-2" 1 Lb 1 1.608 0.032 4'-2" Lb 1.608 0.032 4'-2" Lb 1.608 0.032 2 3.1 5'-10" Lb 1.138 0.065 5'-10" Lb 1.138 0.065 5'-10" Lb 1.138 0.065 5'-10" Lb 1.138 0.065 3 2.1 7'-2" Lb 0.93 0.097 7'-2" Lb 0.93 0.097 7'-2" Lb 0.93 0.097 7'-2" Lb 0.93 0.097 4 1.5 8'-4" Lb 0.806 0.129 8'-4" Lb 0.806 0.129 8'-4" Lb 0.806 0.129 8'-4' Lb 0.806 0.129 2x 10 HEM-FIR#2 650 1 6.2 4'-6" Lb 2.425 0.048 4'-6' Lb 2.425 0.048 4'-6" Lb 2.425 0.048 4'-6" Lb 2.425 0.048 2 3.1 6'-4" Lb 1.716 0.095 6'-4" Lb 1.716 0.095 6'-4" Lb 1.716 0.095 6'-4" Lb 1.716 0.095 3 2.1 7'-9" Lb 1.402 0.143 7'-9" Lb IA02 0.143 7'-9' Lb 1A02 0.143 7'-9" Lb 1.402 0.143 4 1.5 9'-0' Lb 1216 0.19 9'-0" Lb 1216 0.19 9'-0' Lb 1216 0.19 9'-0" Lb 1.216 0.19 2 x 10 SP SELECT STIR. 650 1 6.2 6'-4' Lb 2.458 0.138 6'-4' Lb 2.458 0.138 6'-4" Lb 2.458 0.138 6'-4' Lb 2.458 0.138 2 3.1 9'-0' Lb 1,739 0.276 9'-0" Lb 1.739 0.276 8'-5' Ld 1.628 0.212 9'-0' Lb 1.739 0.276 3 2.1 11'-0" Lb 1.421 0.413 10'-7" Ld 1.369 0.355 9'-8" Ld 1.244 0.242 11'-0' Lb 1.421 0.413 4 1.5 12'-9" Lb 1.232 0.55 11'-8" Ld 1.131 0.391 10'-7" Ld 1.028 0.266 12'-5" Ld 1.203 0.5 1,5x9.25LVL 550, 1 6.2 7'-9" Lb 1.931 0.278 7'-7" Ld 1.891 0.255 6'-11" Ld 1.718 0.174 7'-9" Lb 1.931 0.278 2 3.1 11••0" Ld 1,365 0,552 9'-7" Ld 1.193 0.322 8'-9" Ld 1.084 0219 10'-9" Ld 1.332 0.5 3 2.1 12'-7" Ld 1.043 0.632 11'-0" Ld 0,911 0.368 10'-0" Ld 0.828 0251 11'-11" Ld 0.984 0.5 4 1.5 13'-10" Ld 0.862 0.695 12'-1" Ld 0.753 1 0.405 11'-0" Ld 0.684 1 0.276 12'-9" Ld 0.794 0.5 UNISEAM SECTION 22/pp.40 41 . APPROVED ` �DAATE 3!&22 PFS CORPORATION &rcmsWlp,rn PORCH HEADER NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 1/240 DEFLECTION BASED ON If 360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 12'MAX.DEFLECTION MAXIMUM UMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plo QUANTITY d/b SPAN BY LENGTH(n) (in) SPAN I BY LENGTH(m) fin) SPAN BY LENGTH(n) (n) SPAN BY LENGTH Cin) (n) .2x8SPF#2 350 1 4.8 5'-1" Lb 1.409 0.081 5'-1' Lb 1.409 0.081 5'-1" Lb 1.409 0.081 5'-1" Lb 1.409 0.081 - 2 2.4 7'-2' Lb 0.998 0.162 7'-2" Lb 0.998 0.162 7'-2" Lb 0.998 0.162 7'-2" Lb 0.998 0.162 3 1.6 8'-10' Lb 0.815 0.243 8'-10" Lb 0.815 0.243 8'-6" Ld 0.79 0.214 8'-10" Lb 0.815 0.243 4 1.2 10'-2" Lb 0.707 0.323 10'-2" Lb 0.707 0.323 9'-5" Ld 0.653 0.236 10'-2" Lb 0.707 0.323 2 x 8 SYP#2 350 1 4.8 4'-9" Lb 0.995 0.063 4'-9- Lb 0.995 0.063 4'-9' Lb 0.995 0.063 4--l' Lb 0.995 0.063 2 2.4 6'-9" Lb 0.705 0.126 6'-9" Lb 0.705 0.126 6'-9" Lb 0.705 0.126 6'-9" Lb 0.705 0.126 3 1.6 8'-3" Lb 0.576 0.188 8'-3" Lb 0.576 0.188 8'-3" Lb 0.576 0.188 8'-3" Lb 0.576 0.188 4 1.2 9'-6" Lb 0.5 0.25 9'-6" Lb 0.5 0.25 9'-5" Ld 0.492 0.236 9'-6" Lb 0.5 0.25 2 x 8 HEM-FIR#2 350 1 4.8 5'-0" Lb 1.457 0.083 51-0. Lb 1.457 0.083 51-0. Lb 1.457 0.083 5'-0" Lb 1.457 0.083 2 2.4 7'-1" Lb 1.032 0.165 7'-1" Lb 1.032 0.165 7'-1" Lb 1.032 0.165 7'-1" Lb 1.032 0.165 3 1.6 8'-8" Lb 0.843 0247 8'-8" Lb 0.843 0.247 8'-4" Ld 0.809 0.209 8'-8" Lb 0.843 0.247 4 1.2 10'-0" Lb 0.731 0.328 10'-0" Lb 0.731 0.328 9'-2" Ld 0.669 0.23 10'-0" Lb 0.731 0.328 2 x 8 SP SELECT STR. 350 1 4.8 7'-7" Lb 1.582 0.314 7'-1" Ld 1.475 0.238 6'-5" Ld 1.34 0.162 7'-7" Lb 1.582 0.314 2 2.4 10'-3' Ld 1.065 0.514 8'-11" Ld 0.93 0.299 8'-1" Ld 0.845 0.204 10'-2" Ld 1.058 0.5 3 1.6 11'-9" Ld 0.814 0.588 10'-3" Ld 0.711 0.342 9'-3" Ld 0.646 0.233 11'-3" Ld 0.782 0.5 4 1 12 12'-11" Ld 0.673 0.646 ll'-3" Ld 0.588 0.376 10'-3- Ld 0.534 0256 12--l- Ld 0.631 0.5 1.5x 7.25 LVL 350 1 4.8 8'-5" Lb 1.12 0.417 7'-4" Ld 0.981 0.246 6'-8" Ld 0.892 0.168 8'-5" Lb 1.12 0.417 2 2.4 10'-7" Ld 0.709 0.532 9'-3" Ld 0.619 0.31 8'-5" Ld 0.563 0.211 10'-5" Ld 0.698 0.5 3 1.6 12'-1" Ld 0.542 0.608 10'-7" Ld 0.474 0.354 9'-7' Ld 0.43 0.241 11'-6" Ld 0.516 0.5 4 1.2 13'-4' Ld 0.448 0.669 11'-8" Ld 0.392 0.389 10'-7' Ld 0.356 0.265 12'-5" Ld 0.417 0.5 2 x 10 SPF 02 350 1 6.2 6'-3" Lb 1.722 0.087 6'-3" Lb 1.722 0.087 6'-3" Lb 1.722 0.087 6'-3- Lb 1.722 0.087 2 3.1 8'-9" Lb 1.219 0.174 8'-9" Lb 1.219 0.174 8'-9" Lb 1.219 0.174 8'-9" Lb 1.219 0.174 3 2.1 10'-9' Lb 0.997 0.26 10'-9" Lb 0.997 0.26 10'-9" Lb 0.997 0.26 10'-9" Lb 0.997 0.26 4 1 1.5 12'-5" 1 Lb 1 0.865 0.346 12'-5' 1 Lb 0.865 0.346 12'-0' Ld 0.835 0.301 12'-5" 1 Lb 0.865 0.346 2x 10 SYP#2 350 1 6.2 5'-8" RLb 1.181 0.06 5'-8" Lb 1.181 0.06 5'-8" Lb 1.181 0.06 5'-8" Lb 1.181 0.06 2 3.1 8'-0" 0.837 0.12 8'-0" Lb 0.837 0.12 8'-0" Lb 0.837 0.12 8'-0" Lb 0.837 0.12 3 2.1 9'-10" 0.684 0.179 9'-10" Lb 0.684 0.179 9'-10" Lb 0.684 0.179 9'-10" Lb 0.684 0.179 4 1.5 11'-4" 0.594 0.238 11'-4" Lb 0.594 0.238 11'-4' Lb 0.594 0.238 11'-4" Lb 0.594 0.238 2x 10 HEM-FIR#2 350 1 6.2 6'-1" 1.781 0.089 6'-1' Lb 1.781 0.089 6'-1" Lb 1.781 0.089 6'-1' Lb 1.781 0.089 2 3.1 8'-8" 1.261 0.177 8'-8" Lb 1.261 0.177 8'-8" Lb 1.261 0.177 8'-8" Lb 1.261 0.177 3 2.1 10'-7" 1.031 0.264 10'-7"- Lb 1.031 0.264 10'-7" Lb 1.031 0264 10'-7" Lb 1.031 0.264 4 1.5 12'-3' 0.894 0.351 12'-3" Lb 0.894 0.351 11'-8" Ld 0.855 0.293 12'-3" Lb 0.894 0.351 2 x 10 SP SELECT STR. 350 1 6.2 8'--8' Lb 1.805 0.256 8'-8-a 1.805 0.256 1'-3- Ld 1.71 0.207 8'-8- Lb 1.805 0.256 2 3.1 12'-3" Lb 1.278 0.511 11'-5" 1.188 0.382 10'-4" Ld 1.079 0.26 12'-2" Ld 1.271 0.5 3 2.1 14'-11' Ld 1.04 0.749 13'-1" 0.908 0.436 11'-10" Ld 0.825 0.297 13'-6' Ld 0.94 0.5 4 1.5 16'-5" Ld 0.86 0.824 14'-4" 0.751 0.48 13'-0" Ld 0.682 0.327 14'-6" Ld 0.759 0.5 1.5x 9.25 LVL 350 1 6.2 10'-7" Lb 1.418 0.515 9'-4" 1.253 0.314 8'-6" Ld 1.138 0.214 10'-6" Ld 1.407 0.5 2 3.1 13'-6" Ld 0.906 0.678 11'-10" 0.791 0.395 10'-9" Ld 0.719 0.269 12'-6" Ld 0.839 0.5 3 2.1 15 -6" Ld 0.693 0.775 13'-6" 0.605 0.451 12'-3" Ld 0.55 0.308 13'-10" Ld 0.621 0.5 4 1.5 17 -0" Ld 0.573 0.852 14'-10- 0.501 0.496 13'-6" Ld 0.455 0.336 14'-11" Ld 0.502 0.5 UNIBEAM SECTION 22 1 pp.22 ...,. A Page 1 DATE: 4/11/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Brett Hebert CUSTOMER: on#10450 REVIEWED BY: Brett Hebert PROJ.ADDRESS: -- PROJECT NAME: 10450 LEVEL: Main Floor LOADING: ASD MEMBER NAME: 1ST FRL CANTILEVER CEILING BEAM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-fir No.2 1 (2)1.5 X 9.25 DRY SOF NA LU Edy y _. .. 3 s 1-5 08050,� � I I �OFCSStO�P I I Start(ft):0 End(ft):5.958 Member Slope:0/12 Actual Length(ft):5.96 Area Ix ly Bsw Lams G Kcr (in Z) (in") (in') (Ibf/ft) Cree Factor 27.75 197.86 5.2 5.35 2 0.42 1,5 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103, Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 962 495 135 1150 425 1400 510 CM 1 1 1 1 1 1 1 CT 1 1 Ci 1 1 CF 1.1 1.1 1 1 1 Bending Adjustment Factors C fu=1 Cr =1 Unbraced Length(ft) Bearn End .. Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 2.875 0 2.875 0 1.00 0.99 1.00 1.00 2 3.083 0 3.083 0 1.00 0.99 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(6.6%) 126.1 135.0 2.92 D+L 1 Bending Stress Y(psi), 'PASS(46«0%) 514.3 952,4 2,86 D+L 1 Deflection(in) PASS(88.4%) 0.036(=L/1939) 0.192(=L/360) 0 L Bearing Stress(psi) PASS(25.60/6) 349.9 470.5 2.88 D+L 1 •OW Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 0 0 0 0 0 0 0 0 0 0 0 ... . ............... . B 1576 2098 0 0 0 0 0 0 0 0 0 C 613 9391-369 0 0 0 0 0 0 0 0 0 Reaction Location 11111111; 3, A_ B C + 10,14 513 1111111111111111IF Load Combination:D+L,Maximum Stress Ratios from:Shear Stress Y I-----�-Live Load Applied __...__..r.. ."..._.— _......"....................".._....__..._...._ r y Member Name:1ST FRL CANTILEVER CEILING BEAM Page 2 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) toad Type Direction Uniform(Ibf/ft) 275 275 0 2.875 Live y Uniform(IV/ft) 168 168 0 2.875 Dead y Uniform(Ibf/ft) 609 609 2.875 5.958 Live y Uniform(Ibf/ft) 543 . 543 2.875 5958........ Dead. ..... .._.,_...... ._ Y,.. . .... Self Weight(Ibf/ft) 5.35 5.35 0 5.958 Dead y PROJECT:10450 2018 International Building Code ASD Icon Legacy Custom Modular Homes 0#10450 Wind Speed: 135mph Vult Exposure: C ASCE: 7-16 Max Wall Height: 8'-2ND Story, 9'-1St Story Max Mean Roof Height: 25' Page Description 1 2nd Story Design Criteria and Loading 2 2nd Story Shearwalls 3 2nd Story Diaphragm and Sliding 4 11 Story Design Criteria and Loading 5 11t Story Shearwalls 6 11t Story Diaphragm, Sliding 7-8 Door with Hold Downs NOTE: -These calculations are applicable only to the structural elements and loading criteria specifically noted herein. -Structural elements not contained herein are to be constructed in accordance with the prescriptive requirements of the adopted building code or designed by other registered design professionals. -Specified design criteria are based solely on information provided by the client and must be verified and approved by the LAM. -Ryan W.Boring,P.E.is not responsible for fabrication or erection. OF NFA, �P P� W Bpi/ �O I p(99 3 4 pR�FESS 10�`�� Apr 06, 2022 IT IS A VIOLATION OF NEW YORK EDUCATION LAW ARTICLE 145 FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. 2nd Floor Wind Pressures for Low-rise buildings or buildings with h<60ft ASCE 7-16: Wind Speed,Vult: 135 MPH Roof Style:Gable Wind Exposure: C Roof Pitch: 7/12 Mean Roof Height: 25 FT Roof Angle: 30.3 Width 27.50 ft Ke: 1.00 2a: 6 ft Kd: 0.85 2nd Wall Height: 8 ft Kzt: 1 Heel Ht: 8 in kt: 0.95 Roof Ht: 8.52 ft qh: 37.49 psf Stud Spacing: 16"oc Building Type: Enclosed Overhang: 12" Gcpi: 0.18 Int.Shearwall: no -0.18 1st Wall Height: 9 ft Min net pressure: 16 psf M W FRS Transverse 1 2 3 4 l 2e 3e 4e +GCpi 14.2 1.1 -22.9 -20.6 19.1 3.4 -26.6 -24.7 -Gcpi 27.7 14.6 -9.4 -7.1 32.6 16.9 -13.1 -11.2 Max 27.7 14.6 -22.9 -20.6 32.6 16.9 -26.6 -24.7 Longitudinal 1 2 3 4 5 6 le 2e 3e 4e 5e 6e +GCpi -23.6 -32.6 -20.6 -23.6 8.2 -17.6 -24.7 -46.9 -26.6 -24.7 16.1 -22.9 -Gcpi -10.1 -19.1 -7.1 -10.1 21.7 -4.1 -11.2 -33.4 -13.1 -11.2 29.6 -9.4 Max -23.6 -32.6 -20.6 -23.6 21.7 -17.6 -24.7 -46.9 -26.6 -24.7 29.6 -22.9 Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 16.9 -26.6 14.6 -22.9 -19.9 -22.1 30.0 43.9 24.0 34.9 Long -46.9 -26.6 -32.6 -20.6 _19.9- -20.2 39.0 -12.0 25.9 Design Loading Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 10.1 -16.0 8.8 -13.7 -11.9 -13.3 18.0 26.3 14.4 20.9 Long -28.1 -16.0 -19.6 -12.4 -46.1 -37.6 18.0 23.4 14.4 15.5 Bumpout Load Added to Wall B: Turned Gable Load Added to Endwalls: Roof Area: 42.39 sq.ft. Area: 34.69 sq.ft. Wall Area: 14.0 sq.ft. Pressure: 6.5 psf Load Added: 1131.2 lbs Load Added: 113.1 lbs Page 1 of 8 Shearwalls: Wall Line 2-1: Wall Line 2-2: End Zone: Yes End Zone: Yes Trib: 32.00 ft Trib: 32.00 ft End Roof: 920 Ib End Roof: 920 Ib End Wall: 737 Ib End Wall: 737 Ib Int Roof: 3189 Ib Int Roof: 3189 Ib Int Wall: 2538 Ib Int Wall: 2538 Ib Totalforce: 7497 Ib Totalforce: 7497 Ib Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:16ga staple Fastener:16ga staple Wall Length: 24.00 ft Wall Length: 24.00 ft FHS Length: 24.00 ft FHS Length: 24.00 ft Wall Height: 8 ft Wall Height: 8 ft Tallest Opening: 2h/3 Tallest Opening: 2h/3 r: 1.00 r: 1.00 Cc: 1.00 Cc: 1.00 Perf or Segmented: S Perf or Segmented: S Blocked: YES Blocked: YES PLF required: 312.38 PLF required: 312.38 Framing: SPF Framing: SPF Required Spacing: 3"OC Required Spacing: 3"OC Tiedown: 2499.0 Ib Tiedown: 2499.0 Ib Strap for: 2999 lbs Strap for: 2999 lbs Wall Line 2-A: Wall Line 2-B: End Zone: yes End Zone: Yes Trib: 13.75 ft Trib: 13.75 ft End Wall: 1013 Ib End Wall: 1013 Ib Int Wall: 1762 Ib Int Wall: 1762 Ib Totalforce: 2775 Ib Totalforce: 3907 Ib Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:16ga staple Fastener:16ga staple Wall Length: 64.00 ft Wall Length: 64.00 ft FHS Length: 33.92 ft FHS Length: 26.83 ft Wall Height: 8 ft Wall Height: 8 ft Tallest Opening: 2h/3 Tallest Opening: 2h/3 r: 0.63 r: 0.52 Cc: 0.68 Cc: 0.63 Perf or Segmented: P Perf or Segmented: P Blocked: YES Blocked: YES PLF required: 120.30 PLF required: 230.13 Framing: SPF Framing: SPF Required Spacing: 6"OC Required Spacing: 4"OC Tiedown: 962.4 Ib Tiedown: 1841.1 Ib Sidewall interconnection: 6"oc.131 Nails Capacity: 130 lbs per nail Total Capacity 2080 lbs Tiedown Perf/ Corner Summary: Fastener Edge Spacing Force Segment Connection** Wall Line 2-1: 16ga staple 3"OC 2499 Ib S NO Wall Line 2-2: 16ga staple 3"OC 2499 Ib S NO Wall Line 2-A: 16ga staple 6"OC 962 Ib P YES Wall Line 2-B: 16ga staple 4"OC 1841 Ib P YES All Chord Splices Use(30).131 nails each side of each top plate splice ** 6"oc.131 nails from sidewall to endwall where both walls have tiedown at the corner,then the sidewall is transferee 2"oc fastener spacing requires double studs and staggered fasteners at panel seams. Page 2 of 8 Diaphragm: Max Force: 7497.0 lbs Chord Splice: Load: 288.3 plf w: 206.3 plf Sheathing: 7/16 in moment: 105639.96 ft-lbs Fastener:0.131 top plate tension: 3841.4532 lbs Framing: SPF .131 nail: 132 lbs Unblocked Capacity: 248.4 plf #.131 nails: 29.10 Blocked @ 4"edge: 372.6 plf Use(30).131 nails each side of each top plate splice Blocking distance: 3.8 ft 3.8 ft blocked each end with 0.131 Notes: all 16ga staples minimum length of 1.5" all.131 nails minimum length of 2" Lateral Connection: Length(ft) PLF 0.162 Spacing Wall Line 2-1: 10304 lbs 24.0 429.3 158 4.4"oc Wall Line 2-2: 10304 lbs 24.0 429.3 158 4.4"oc Wall Line 2-A: 4055 lbs 64.0 63.4 158 12.0"oc Wall Line 2-B: 5502 Ibs 64.0 86.0 158 12.0"oc Connection from 27'6"wide to 24'wide: Connection of bumpout to main: Force: 7497 Ib Force: 1131 Ib Length: 24 ft Wall height: 8 ft Load: 312 plf Load: 141 plf 0.131"nail: 132 Ib #8x3"screw: 103.75 Ib Spacing: 5"oc Spacing: 8"oc Attach 24'wide truss to 27'6"wide Attach bumpout walls to main with with 0.131"x3"nails at 4"oc along #8x3"screws toed at 8"oc top chords Page 3 of 8 1st floor Wind Pressures for Low-rise buildings or buildings with h<60ft ASCE 7-16: Wind Speed,Vult: 135.0 MPH Roof Style:Gable Wind Exposure: C Roof Pitch: 7/12 Mean Roof Height: 25 FT Roof Angle: 30.3 Width 27.50 ft Ke: 1.00 2a: 6 ft Kd: 0.85 2nd Wall Height: 8 ft Kzt: 1 Heel Ht: 8 in kt: 0.95 Roof Ht: 8.52 ft qh: 37.49 psf Stud Spacing: 16"oc Building Type: Enclosed Overhang: 12" Gcpi: 0.18 Int.Shearwall: no -0.18 1st Wall Height: 9 ft Min net pressure: 16 psf MWFRS Transverse 1 2 3 4 l 2e 3e 4e +GCpi 14.2 1.1 -22.9 -20.6 19.1 3.4 -26.6 -24.7 -Gcpi 27.7 14.6 -9.4 -7.1 32.6 16.9 -13.1 -11.2 Max 27.7 14.6 -22.9 -20.6 32.6 16.9 -26.6 -24.7 Longitudinal 1 2 3 4 5 6 le 2e 3e 4e 5e 6e +GCpi -23.6 -32.6 -20.6 -23.6 8.2 -17.6 -24.7 -46.9 -26.6 -24.7 16.1 -22.9 -Gcpi -10.1 -19.1 -7.1 -10.1 21.7 -4.1 -11.2 -33.4 -13.1 -11.2 29.6 -9.4 Max -23.6 -32.6 -20.6 -23.6 21.7 -17.6 -24.7 -46.9 -26.6 -24.7 29.6 -22.9 Vertical Harz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 16.9 -26.6 14.6 -22.9 -19.9 -22.1 30.0 43.9 24.0 34.9 Long -46.9 -26.6 -32.6 -20.6 -19.9- -20.2 39.0 -12.0 25.9 Design Loading Vertical Harz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 10.1 -16.0 8.8 -13.7 -11.9 -13.3 18.0 26.3 14.4 20.9 Long -28.1 -16.0 -19.6 -12.4 -46.1 -37.6 18.0 23.4 14.4 15.5 Bumpout Load Added to Wall B: Turned Gable Load Added to Endwalls: Roof Area: 42.39 sq.ft. Area: 34.69 sq.ft. Wall Area: 45.5 sq.ft. Pressure: 6.5 psf Load Added: 1960.1 lbs Load Added: 113.1 lbs Page 4 of 8 Shearwalls: Wall Line 1-1: Wall Line 1-2: End Zone: Yes End Zone: Yes 1st FI Trib: 32.00 ft 1st FI Trib: 32.00 ft 2nd FI Trib: 32.00 ft 2nd FI Trib: 32.00 ft End Roof: 920 Ib End Roof: 920 Ib End Wall: 2395 Ib End Wall: 2395 Ib Int Roof: 3189 Ib Int Roof: 3189 Ib Int Wall: 8249 Ib Int Wall: 8249 Ib Totalforce: 14865 Ib Totalforce: 14865 Ib Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:.131 nail Fastener:.131 nail Wall Length: 24.00 ft Wall Length: 24.00 ft FHS Length: 24.00 ft FHS Length: 24.00 ft Wall Height: 9 ft Wall Height: 9 ft Tallest Opening: 5h/6 Tallest Opening: 2h/3 r: 1.00 r: 1.00 Cc: 1.00 Cc: 1.00 Perf or Segmented: S Perf or Segmented: I S Blocked: YES Blocked: YES PLFrequired: 619.39 PLFrequired: 619.39 Framing: SPF Framing: SPF Required Spacing: 3"OC Required Spacing: 3"OC Tiedown: 5574.5 Ib Tiedown: 5574.5 Ib Strap for: 2947 lbs Strap for: 2947 lbs Wall Line 1-A: Wall Line 1-B: End Zone: yes End Zane: Yes Trib: 13.75 ft Trib: 13.75 ft End Wall: 2671 Ib End Wall: 2671 Ib Int Wall: 3464 Ib Int Wall: 3464 Ib Totalforce: 6135 Ib Totalforce: 8096 Ib Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:.131 nail Fastener:.131 nail Wall Length: 64.00 ft Wall Length: 64.00 ft FHS Length: 28.44 ft FHS Length: 17.97 ft Wall Height: 9 ft Wall Height: 9 ft Tallest Opening: Sh/6 Tallest Opening: Sh/6 r: 0.52 r: 0.35 Co: 0.60 Cc: 0.53 Perf or Segmented: P Perf or Segmented: S Blocked: YES Blocked: YES PLFrequired: 362.28 PLFrequired: 450.54 Framing: SPF Framing: SPF Required Spacing: 4"OC Required Spacing: 4"OC Tiedown: 3260.5 Ib Tiedown: 4054.8 Ib Sidewall interconnection: 6"oc.131 Nails Capacity: 130 lbs per nail Total Capacity 2080 lbs Tiedown Perf/ Corner Summary: Fastener Edge Spacing Force Segment Connection** Wall Line 1-1: .131 nail 3"OC 5575 Ib S NO Wall Line 1-2: .131 nail 3"OC 5575 Ib S NO Wall Line 1-A: .131 nail 4"OC 3261 Ib P NO Wall Line 1-B: .131 nail 4"OC 4055 Ib S NO All Chord Splices Use(31).131 nails each side of each top plate splice ** 6"oc.131 nails from sidewall to endwall where both walls have tiedown at the corner,then the sidewall is transfered 2"oc fastener spacing requires double studs and staggered fasteners at panel seams. Page 5 of 8 7 a r Diaphragm: Max Force: 7368.4 lbs Chord Splice: Load: 307.0 plf w: 219.6 plf Sheathing: 19/32 in moment: 112453.59 ft-lbs Fastener:.131 Nail top plate tension: 4089.221 lbs Framing: SPF .131 nail: 132 lbs Unblocked Capacity: 294.4 plf #.131 nails: 30.98 Blocked @ 6"edge: 331.2 plf Use(31).131 nails each side of each top plate splice Blocking distance: 1.4 ft 1.4 ft blocked each end with.131 Nail Notes: all 16ga staples minimum length of 1.5 all.131 nails minimum length of 2" Lateral Connection: Length(ft) PLF 0.162 Spacing Cap(PLF) Wall Line 1-1: 18023 lbs 24.0 751.0 158 2.0"oc 948 OK Wall Line 1-2: 18023 lbs 24.0 751.0 158 2.0"oc 948 OK Wall Line 1-A: 7576 lbs 64.0 118.4 158 12.0"oc 158 OK Wall Line 1-B: 9891 lbs 64.0 154.5 158 10.0"oc 189.6 OK Anchor Bolts 1/2"bolt 5/8"bolt Wall Line 1-1: 18023 lbs 24.0 751.0 940 15.0"oc 1370 21.9"oc Wall Line 1-2: 18023 lbs 24.0 751.0 940 15.0"oc 1370 21.9"oc Wall Line 1-A: 7576 lbs 64.0 118.4 940 72.0"oc 1370 72.0"oc Wall Line 1-B: 9891 lbs 64.0 154.5 940 72.0"oc 1370 72.0"oc Connection of bumpout to main: Force: 1197 Ib Wall height: 9 ft Load: 133 plf #8x3"screw: 103.75 Ib Spacing: 9"oc Attach bumpout walls to main with #8x3"screws toed at 6"oc Page 6 of 8 t r COMPANY PROJECT dftk' s Apr. 5, 2022 11:39 Door with Hold Downs Design Check Calculation Sheet Woodworks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Wind Point 2.48 3068 lbs Load2 Wind Point 6.89 -3068 lbs Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 9.349' 0' 9.299' Unfactored• Wind 1455 -1455 Factored: Uplift -873 Total 873 Bearing: Capacity Beam 873 637 Support 1444 1055 Des ratio Beam 1.00 0.00 Support 0.60 0.00 Load comb #2 #1 Length 0.68 0.50* Min req'd 0.68 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.13 1.13 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports Door with Hold Downs Lumber n-ply, S-P-F, No.1/No.2, 2x10, 2-ply (3"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length: 9.38'; Clear span: 9.25';Volume= 1.8 cu.ft. Lateral support:top= at supports, bottom =at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design- Shear fv = 52 Fv' = 216 psi fv/Fv' = 0.24 Bending(+) fb = 600 Fb' = 683 psi fb/Fb' = 0.88 Live Defl'n 0.02 = < L/999 0.62 = L/180 in '0.04 Total Defl'n 0.02 = < L/999 0.62 = L/180 in 0.04 Page 7 of 8 F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Door with Hold Downs WoodWorks®Sizer 2019(Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 135 1.60 1.00 1.00 - - - - 1.00 1.00 2 Fb'+ 875 1.60 1.00 1.00 0.443 1.100 - 1.00 1.00 1.00 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(+) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live) LC #2 = 0.6D + 0.6W (total) Bearing Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #1 = D only Support 2 - LC #2 = 0.6D + 0.6W W=wind All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 968, V design = 968 lbs; M(+) = 2137 lbs-ft EIy = 138.50 lb-in^2/ply "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+) : Lu = 9.31' Le = 17.50' RB = 29.4; b = single ply width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present) and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. 5. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. Page 8 of 8 N f NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TEIABER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: Karalis SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 75 Gillette Drive East Marion, NY 11939 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): New Residential Structure Addition to Existing Residential Structure Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): W1Truss Type Construction(TT) Pre-Engineered Wood Construction(PW) E F] Timber Construction(TC) IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): - Floor Framing,Including Girders and Beams(F) Roof Framing(R) -Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): Owner F-1 Owner's Representative L�nwVX)LATION OF ARTICLE$45 OF:PERSON ins Arrv�NIYs TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT! EDUCATM DOCU.@JT7AWMAT BEARS ONA1- 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED rHOM A THE SHEET DESCRIPTION r��(' �T 1�II ENG22El UNLESS TFE PERSON IS ACTINO UDUNDERSYS EMSETOFPLANS APPROVED BYDOS•MANUFACTURER'SAPPROVA CLSIrJ��r�l`�A I VO IV DRECTI0N OF A LICENSEDLICENSEDPBPROFESSIONAL ENGINEER MODIFlED IN ANDY 02 WAY.2.EXPN2ATION DATE 7/20/2022,MIDI HAS NOT BEEN O O O 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REOUIREM.ENTS OF THE ENERGY oo r CV COVER SHEET CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. Qt--C'I CV OCCUPANT LOAD: SINGLE FAMILY DWELLING p rn EV1 FRONT/REAR ELEVATION CONSTRUCTION TYPE: VB 04¢ U EV2 LEFT/RIGHT ELEVATION 51 W C) W ELEVATION HEIGHT: 32 _ �, ,�W FP1 1ST STORY FLOOR PLAN Icon Legacy Custom o vo DCS%RN LEADS o FP2 2ND STORY"FLOOR PLAN ROOF LIVE LOAD: 20 PSF , z�U ELI 1ST STORY ELECTRICAL PLAN Modular Homes C C) 2 EL2 2ND STORY ELECTRICAL PLAN ROOF DEAD LOAD: 10 PSF (� N W w C CEILING DEAD LOAD: 10 PSF CON* EGA 246 SAND HILL ROAD 3 ELC ELECTRICAL LOAD CALC CEILING LIVE LOAD: 20 PSF (STORAGE) / 30 PSF (HABITABLE) S E L I N S G R O V E, PA 17870 FND FOUNDATION PLAN TR1 27'-6" 7/12 RAFTER FLOOR LIVE LOAD: 40 PSF IN COMMON AREAS PHONE 570-374-3280 TR2 7/12 RAFTER CONNECTIONS FLOOR DEAD LOAD: 10 PSF FAX 570-374-11221 U TR3 24'-0" 7/12 RAFTER HORIZONTAL WIND LOAD: 135 VULT VWWW.ICONLEGACY.COM o0 TR4 7/12 RAFTER CONNECTIONS EXPOSURE: C Custom Modular Homes, LLC w o TR5 13'-9" 7/12 RAFTER GROUND SNOW LOAD: 20 FSI U TR6 PORCH DETAIL SEISMIC CATEGORY: B 0"' '#10450,: "�/ r TO—STORY TR7 CRICKET DETAILWINDBORNE REGION: N - CLIMATE ZONE: 4 SE1 7/12 CROSS SECTION M a Cf) o o DWS D&W SCHEDULE APPLICABLE CODES 1 11 T I TV 11 11111 1111111 111 11 11111 11111 11 1 11111 11111 111111 PL1 PLUMBING LAYER 2020 New York State Uniform Fire Prevention and Building code 111111 11 L.P11-1111ill 11 11 11 111 1111 SWt IST STORY SHEAR WALL (which incorporates by reference): II11I1iIhIII,Ih1INI4 LILLULLIUL" i " 2020 Residential Code of New York State 11111 111111''I'll"I"111161 1 SW2 2ND STORY SHEAR WALL z 2020 Energy Conservation Construction Code of New York State o � W _J SW3 SHEAR WALL FASTENING 2017 National Electrical Code w m a z_ WHV WHOLE HOUSE VENTILATION ® ® ® ® ® m w w RES CHECK ®IT IM® 0 m RAFTER CACLS 1 114141 till BEAMS CACLS SHEAR WALL CACLS j�� I LLJ N N N N N ® ® ® ® ® Q N \ 00 1CD � I LTJ Ll--+J LTJ LTJ I_ �HSULAT[10N VALUES IL-JL�JL�JL�JI ROOF TO EXTERIOR: R-30 w R-21 ABOVE ir�-r�-r�-rr=,� �_ ____� L�JL�JL�JL�J-=—I EXTERIOR WALLS TO EXTERIOR: R-21 2' BASEMENT WALL INSULATION: R-19 MONT ELEVATION o Mov'umun amnc s sTc cwlRrcron'10 PRDYM Arms m rnwEC rz%r[xuxr enwms srt @+mi,nw s Rcmvx� - FOR Dma um NsrNv.,wn a FaumnnaE`""J ENERGY TESTING AND RATING DONE BYAU� O ZOZ2 NEW YORK BUILDING TECHNOLOGY GROUP SEE RESCHECK FOR ADDITIONAL INSULATION REQUIREMENTS 159 RT 25A,BUILDING 41/SUITE B D i' MILLER PLACE,NY 11764 TRUSS SIGNAGE ON-SITE BY OTHERS }" PHONE:631-495-0289 w BUiL'D&,'G DEPT m Cif WHOLE HOUSE VENTILATION PER M1505-NTIO3.6 ACHEIVED WITH BATH FAN �lpJitl OF vQUTOL O R.A. AND P.E. STAMP SEE WORKSHEET FOR CALCULATION-I-ELI(BATH#0 FOR LOCATIONn w o VI U o f NEW y 4i� 4,� tl ISI ao a� ' .I ; �Z NCV Ail" ��OMAS O� w . z o -cCC THESE DRAWINGS ARE DESIGNED TO BE USED r m fk a`t WFOR THE CONSTRUCTION OF FACTORY BUILT �` w` � � w HOUSING UNITS. THESE UNITS ARE DESIGNED IN ACCORDANCE WITH THE APPROVED SYSTEMS L�j o_ �8052� Q, ,� Mm PACKAGE AND THE APPLICABLE STATEOPESSkLLJ _j BUILDING CODES AS LISTED ABOVE ON THIS , Z�N� F-ro c,CDQo PAGE Cn cn -w Erd Z� PFS".- Newoo LO AQZ� 0 o r � w _ w 4-11-22 D.Feeney York , Z o LL Review Only COVER PAGE SCALE-3/8'-1'-0' Date:' 04/14/2022 THIS BUILDING HAS BEEN SERIAL�/ORDER Y PACE/ EXTRACTED MOM AN APPROVED PFS Corporation SYSTEMS OR PER MODEL APPROVAL i ^ QV Bloomsburg,PA O# 0450 WARRING IF tS A VX]I.ATION OF ARTICLE 95 OF THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1703.25 SQ. FT. /150= 11.36 SQ. FT. OF VENT REQUIRED EDWATION LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HCME(FMH)PLAN HAS BEEN DERIVED FROM A 62 LN. FT. RIDGE VENT= 7.75 SQ. FT. OF VENT PROVIDED OGO�FTHAT� �TBEAL OF A SL SYSTEM SET OF FNH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL ENGINEER UNI-EM THE PERSON IS ACING UNDER R THE N0,M006-2020-D22.EXPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN O 120.16 LN. FT. VENTED SOFFIT 7.51 SQ. FT. OF VENT PROVIDED EwscTtoN OF A LICE3SED,PpaFcSESIoNAL ls+cUNEIBEI MODIFIED WAVY WAY. /1�O 0 EGRESS WINDOWS 2 HE ENERGY PLANS ARE IN COMPLIANCE W M THE REWIREMENTS O THE ENERGY 0 N N CONSERVATIDN CONSTRUCTION CODE OF NEW YORX STATE. 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Q I`N N U 0'"rn cq>4 �aM , Q �7j 4 M C7 (x(�0�o� z�W-O � p Q - Nwa.w3 � 3 50 # LIGHT BOXES REQUIRED �UD: �J ]U J �OJ WW� O �I 1�I1 N 7 r_ xMezw,a _rII'�T m _JI1 C� m ( a- a- c:) I= L° "D IL I ___________________—__ J L.� PMQI GDX I '�_1il—J„ I KrrcF EN I I I I I J J -------------- iBREAKFASi n i i p L`I LLJ J NOOK II ; I > LTJ o z LAl.O Roots l L-----------�r-- -I I I LJ II I Of w w IT - bV1 I r y'�J I I{1} BEDROOM#1 s ttl GREAT ROOM jummoo__________ sy N N N N N 14 1 9 \ \ \NDEN = r Q N 00 r-- CS n GARAGE/STORAGE li j i T m BV n ��Boxnn I m l I I I I W.I.C. I U € I I mN,Xtt M x 45 F.x+aA,x FN YY NT I xwsL NN1LAnW ISF m um Yoa L I I I -___T maY lu,x wav,,rox(v�N,AmF o� I I I � I I f rtsmAX,1 rc 2mo NOWX7 C7-) � N AI I C� Ln I I el I bDl I a� o� I� ADWL OMAS 0 CIO CD ��Yr �. r I I ----------- ------------ ------------------------©------------d co O F cn � C/) SCD _ CC CfF!— C3 Lu (I 7 m _ C? o 080526 I— A�OfiESS10�P� z o 0 oU LJ O �p Elf mw —J Q J w —J OOp w� o vI C� I— Li z U[D p 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE 15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED Z�w �� 1 Zwon�woc�i)��0 6 U U O IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT 1ST STORY ELECTRICAL PLAN INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SCALE:3/e•-r-0• 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. ,HIS MS RPERODOR ER MODBEEN u°'��'ELAPPRDYAL PAGE EXTRACTED FROM AAPPROVED BYSEM 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) IM N0#10450 EL1 WAPMO T'IR A VIOLATION OF ARTICLE$45 OF THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: ° • EDLrATKM uw Foq ANY PE35ON 1n ALTaR ANY IDOMA.OfF THAT WARS THE BEAL OF A PROFESSIONAL 1.THIS FACTORYF FMH PLANS DRO ED BY PLAN HAS BEEN DERIVED PPR p ENGINEER W EM THE PERSON S ACTINO URS M RE SYSTEM SET OF FO2 PLANS MPN DAT B�.CS.MANUFACTURER'S HAS APPROVAL D�flm10F A L.ICBRM PROPMONAI_@1G[� N0.MDOFEED IN ANY W 2.EXPIRATION DATE 7 0 2072,Wr11CH HAS NOT BEEN � MODIFIED EN IN ANY WAY. I1 00 0 Q 2.THE ENERGY PLANS ARE IN COMPLIANCE'M1H THE REQUIREMENTS OF THE ENERGY 1--I 00 U CONSERVATON CONSTRUCTION CODE OF NEW YORK STATE. 0.�-1 N N M� x O O O U• W v aj�z�C"U'.' VENT BATH EXHAUST THRU ROOF N w a w 3 50 # UGHT BOXES REQURED 4,�H_ oU. JV L�7� r'1 O U VU) W� O �I N 7 ISI U xD�m�oau�u h1£NiMlirtl 14F D YM r IJ_ cn � � � B/M N111U.PW( "iADI[ (n Qf lY xn�DDI Y Y llb pai —____- -c,� HOME OFRCE O B BEDROOM#4 BEDROOM#5 _ IJ ° LLJ � L-j J I I W I I d z Q J I � _ enTMeg L- _________J IiJ 01 w w • wiCSIL=°o=-w�' I II ° IIc II` _ •Y W1.C. I I e I I W \ \ \ N N BATH BATHr-� I ® I Q N 00(T C\ O BEDROOM#2 i BEDROOM#3 L---- o \ o N --r ---� L---____-� BEDROOM#s RAJ a C7) �Ln o� a z� N c5 pF NE MAS m o LLJ0 n w [ z zcN>I— �VI I`Sf w N vN cc t T cn CD C? z 080526 v 9QPes I . z Z Ln z o 0 ov w z � o 5o - Qf w Q mz � o Zw J � w n 1. 210.12(A) DWELLING UNITS. ALL 120—VOLT, SINGLE PHASE,15— AND 20—AMPER BRANCH SUPPLYING OUTLETS INSTALLED ww Q<cwn < =D o L >-LLJ cn Zwol��wu Ic) 0 IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC—FAULT CIRCUIT 2ND STORY ELECTRICAL PLAN INTERRUPTER, COMBINATION—TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SCA[ -r-O• 2. ALL RECEPTACLES WILL BE TAMPER—RESISTANT. IHS BUILDINGOPER MODEAPPROVED L SEbu„ORDER, PACE EXTRACTED FROM AN STSIENS OR PER MODEL APPROVAL 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) IM O#10450 EL2 WATNNO Lr®A VIOLATION OF ARTICLE TAS OF THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: A \ EIIUCAMON LAW FOR ANY?BISON TO ALIBI ANY I THIS FACTORY-MANUFACTURED HOME(FUM)PLAN HAS BEEN DERIVED FROM A DOOJUIBIT THAT SEARS THE BEA OF A PHONAL SYSTEM SET OF FMH PLANS APPROVED BY B.O.S.MANUFAC7URER'S APPROVAL H40NMR UN-E.9S 7HE P66bN IS ACTING UNDER 7THE NO MON-7020-022 E%PIRATION DATE 7/10/1022,WHICH HAS NOT BEEN Q O DFECTION OF A LICENSEE)PROFESSIONAL.ENOfEM MODIFIED IN ANY WAY. A C�Q 2.THE ENERGY PLANS ARE IN COMPUANCE WITH THE REQUIREMENTS OF THE ENERGY 00 00 U CONSERVATION CONSTRUCRON CODE OF NEW YORK STATE. Q r N N Oc''-� c�Q v U pF NEty �Qx 4 OMAS 0 qq�r-o� r- < 124 C) col oC � O¢ C LOA FOR 1 0- � ,''',- �_ W N��w3 ELECTRICAL D CALCULATION ONS 045 NY W� HOUSE SQFT: 3,406 A 080526 o AIR CONDITIONING AND HEAT °FEss1O41Ul AIR CONDITIONING: 0 WATTS 0 WATTS 0 O, CENTRAL ELECTRIC SPACING HEATING: 0 WATTS (X 0.65) 0 WATTS �Wo LESS THAN FOUR SEPARATELY CONTROLLED 0 WATTS (X 0.65) 0 WATTS ELECTRIC SPACE HEATING UNITS: FOUR OR MORE SEPARATELY CONTROLLED 0 WATTS (X 0.45) 0 WATTS r �, ELECTRIC SPACE HEATING UNITS: m o 0 *NOTE: USE THE LARGER OF THE AIR CONDITIONING OR THE DIVERSIFIED DEMAND OF THE HEATING LOAD. OTHER LOADS WATTS OR CIRCUIT WIRE VOLT-AMPS AMPACITY SIZE f' Lj L_.1 w W GENERAL LIGHTING: (3,406 x 3) 10,218 15A 14-2 Y SMALL APPLIANCES: (3 X 1,500) 4,500 20A 12-2 RANGE: 11,400 50A 8-3 DISHWASHER: 1 ,200 20A 12-2 N N N N N fw— NC"j CN \ GARBAGE DISPOSAL: 1,950 20A 12-2 0 � o WASHER: 1,500 20A 12-2 DRYER: 5,800 30A 10-3 FURNACE: 0 N/A N/A WATER HEATER: 5,500 30A 10-3 T� a � rn� 42,068 N� �' n O-' m O cn W O 10 > FIRST 10kW OF OTHER LOADS @ 100%: _ ,000 � Nz NN ~ REMAINDER OF OTHER LOADS @ 40%: (32,068 x 0.40) = 12,827 z AIR CONDITIONING OR HEAT FROM ABOVE: = 0 TOTAL CALCULATED LOAD: : = 22,827 z REQUIRED SERVICE SIZE: (22,827 / 240) = 95 AMPS z o N INSTALLED PANEL SIZE: = 200 AMPS o(D o W Q zW __j J O z�NCD v) W z wQoLn ,<l��oO ZW QI��W o(n o�40 ELECTRICAL LOAD CALC SCALE:3/8'a T-0' THIS BUILDING HAS BEEN SEMAL//ORDER I PAGE F. EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL A IM 0#10450 E LC WARVNO IF IS A VIOLATION OF ARTCLE US OF THE en's TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1 \ EDUCATION LAW"ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FUH)PLAN HAS BEEN DERIVED FROM A DOOMMENENWEER THAT LEMTHEP FIS�JM.OFA PP UNDER HE SYSTEM SET OF FIAN PLANS APPROVED BY 2.0.5,MANUFACTURER'S APPROVAL @lGPD�l Or A LICENSED PHSON S ACING UNDER ER NO.MOD IN AN-022.EXPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN r- O DBECRON CIF A LICEFSED FAOFET390NAL @lG9uE$F MODIFIED IN ANY WAY /l I�C:) 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY I--1 00 00 N r' CONSERVATION CONSTRUC11ON CODE OF NEW YORK STATE O,�-1 N N V M r x��olwa C7 Grl�-O Nwaw� TIE-DOWN SCHEDULE ---:Fe .WNForce Suggested Tle�Down S—ECN HE,,4 SDS2s 1_1 8,0741bf MIN.1])2X 6 WALL STUDS FASTEN TOGETNER Wf (21 ROWS OF 16C COMMON NAILS®B•0.C. O1_2 SRIPSOSASD525 E 8,0741bf MIN.13)2%6 WALL SNTU OSFASTENTOGEMERWI O (2)ROWSOF16d COMMONNALLS®B•O.O. I u_ ff SML S U LSFASTEN //FIES J 9621b} MIN.(2)2X6 WALL STUDS FASTEN TOGETHER WI 64'-0' GI ]U (2)ROWSOF16d COMMONHARS�SD.C. 1/�J 14-0' 36'-0' 14'-0' _ 0.7 SIMPSONS,HD10R.1 MW.(2)2 X 6 WALL STUDS FASTEN TOGETHER WI 3,2611bf 121 ROWS OF tba COMMON NA65®IP 0.C. 0 p SIMPSON s1H01GPJ F MDL 812X6 WALLSNDS FASTEN TDGETHER W/ �I U 4,2231bf (2)ROWS OF16d CDMMONHA45@ B•O.C. 4'-9kX 3'-6' 11' 4'-9)f• 36'-0' 14'-0' ,,,, SIMPSON ISTImB` 2•B 1,8411bf MIN.(2)2%6 WALL STUDS FRVSTEN TOGETHER W! -O• 6'-0•(AX) (2)ROWS OF ISd COMMON HATS®B'O.G SIMPSON STIIDIDRJ U) � Ll- MRL(2)2X6 WALLSNDSFASTENT(IGETHERWI m 7 Q Q 1-B 4,0551bf (2)ROWS OF 16d COMMON NAOS®T0.C. °' 1616 PLIF �- _ __ ____—_ r______ _ ___________________ ____ _ __ sH1PsoN x2ussOszs 2,mL wATE 1,616 PLF j INrecaw.PIusTERS OR Ewa RE—o lD.-o• I 1.616 PLF -------- ----- - 1-B 5,8961bf MIN.(0)2X6 W OH D L`STEN TOGETHER WI DG MEN BA—EXCEEDS 4'-D•M HE-T (2)ROWS OF 16d COMMON HAILS@ B'D.C. r ------ —J (SEE CODE AUIHORiY FOR LOCAL REQUIREMENTS) — ---1 CONCRETE FDOIWO ----------- ------- I 1/Y DIA a12"ANCHDR BDLIs FWNOATDN WALL slMPsoN LST1O)fiRl I I 1 -8 8731b( MIN2)ROWS WA LLS NDS FAS TENTOG6.0.C. I I I I (2)ROWS OF 16d COMMON NALLS @ 6'0.C. I I I I I Lw Z J J NO E E noa O W W J I > LJ z 0- 14' -u^I eo I1III 1D' I a_T-6l I w d 14-4' e�wc ' CLI 10-B' FFn35-9w w P ___-___ __ __SI ___w?I F T_l 20LF I I , J I I I , I I ` 6-4' S'-4 7-B' 3'-9' 3'-8' I Y-0• Y-0' 7-1• 7'-2' I j 681. N \ C73 C�j 00 ��m GARAGE SLAB I G.F.I.OTHERS I—T. _ Q O \ N I"7 - BY L--- � F----"I I I x aH Q I CMOUNT r------------------------ �_ I I SMOKE DETECTOR I INSTALLED BY OTHERS I 1,616 PLF o� w� ------ L------------------------------ ------------------------� ---- ----- m 1-g __ 1- _____- m � a 7'-0• Y D' i m oM Iv ____________ I ORCH SLAB I CO O F- - -----'--' ---- ' - --- ------'-------- --' - OwO 1' 4'-'2'-4W 9'-3' Y-4} -BY' 2-Y 4 ZN w Z O 14'-0' O o � z j a C/') - Z O F C, H- w Q THE FOUNDATION,OR ANY PART OF THE FOUNDATION, IS NOT PROVIDED BY ICON. THIS z W j J FOUNDATION PLAN IS FOR DIMENSIONAL REFERENCE ONLY. ALL FOUNDATION NOTES ARE z Tn C� z LL0 O FOR REFERENCE ONLY. IT IS THE INDEPENDENT BUILDERS RESPONSIBILITY TO HIRE A w(l)w V') w Cr,;I- < z LICENSED PROFESSIONAL ENGINEER("PE")TO DESIGN, SUPERVISE THE CONSTRUCTION OF, w a Ln r Q o O AND INSPECT ALL ASPECTS OF THE FOUNDATION PRIOR TO THE INSTALLATION (SETTING) z W oQ 0 w o(n o OF THE MODULAR COMPONENTS. FOUNDATION WALLS, FOOTINGS,COLUMNS, PIERS, STEEL BEAMS AND SLAB NEED TO BE DESIGNED AND CONSTRUCTED TO MEET STATE AND/OR LOCAL BUILDING CODES USING EXISTING SOIL ANALYSIS. IT IS THE INDEPENDENT BUILDER'S RESPONSIBILITY TO INSTALL THE SILL PLATE AND TERMITE SHIELD. FOUNDATION PLAN ICON ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE SCALE:3/8'-T-0' FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED(AGAINST THIS BUILDING HAS BEEN SERIAL//ORDER I PAGE I: EXTRACTED FROM AN APPROVED THE FINAL SERIAL NUMBERED FLOOR PLAN"INDEPENDENT BUILDER COPYBY SYSTEMS OR PER MODEL APPROVAL INDEPENDENT BUILDER AND IT'S PE PRIOR TO FOUNDATION CONSTRUCTION. THE YW O 100INDEPENDENT BUILDER MUST CONTACT ICON WITH ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION OF THE MODULAR COMPONENTS. WARRING RB A vK)LATIDN CIF ARTICLE TAS OF THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUcA{ TCN LAW Pop ANY PERSON AL O ALTER ANY 1,THIS FACTORY-MANUFACTUREDAPPROVED BY PLAN HAS BEEN DERIVED FROM A THAT BEARS ERS THE IS A L SYSTEM SET OF FNH PLANT MOND AT BY O.O.S.2.MIC CHAS NO APPROVAL �L BNCR�N UNLESS FAL TLE P PRO U SKN ENW9LN�ER M N0.M006-2020-022.AN-0]7.E%PIRATION DATE 7/20/]077,YMI[H HAS NOT BEEN � /y CMECfpN OF A�P'ENSQ`PSOF�ICNAL L3VweM$i MODIFIED IN ANY WAC /'1(`C:) O 2 THE ENERGY PLANS ARE IN COMPLIANCE WIN THE REQUIREMENTS OF THE ENERGY F-1 00 pp N U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. O U >CD �vo.a R: "'0 P��OO AS��O �� - 0805.26 Ali= U ARopESS10o 2x6 SYP 2UW 0.1�5'-0 11/16-0 11/16 N U 1� m Qf Elf o o ti 1/2" 00 00 2x4 o I 3 1/16" o w w 2x4 En > w w a Qf CL' z x6 S� 2 k Elf 7 1/4" 00 2x6 SYP#2 2, cifL-Liui m OVERHANG Sye � 2'70 BLOCK _ >i8•, 12 11 7/8" C"l CN N N CN Sye � 7 GUSSET CD o N cco =u PLATE Ln 7 Lo a� vg 8'-0"x x 5 7/8" W n 4'-0" 4'-0" 2x8 SYP#2 2x8 SYP#2 m o cn cn w 0 0f w 10" 13'-9" 13'-9" U' z 0 27'-6" U o � z E j 7/12 - 27'-6" WIDE - 20#GSL - 16" O.C. � o N o Of STORAGE RAFTER w mw J � J o Z�NCD � wo OCD wv�w cn�w��Z� Zw¢r-�wocno�-�o 27'-6" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SCAL63/8'e1' THIS Bt11LDINO HAS SEAAL�/ORDER PAGE t NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. S Ifa RFPE LPAPROVA 0#10450 TR1 WARNNO IT S A VIOLATION OF ARTICLE 10.5 OF THE NIB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: A • EDUCATION LAW FOR NY APa§M TO ALTHi ANY 1.THIS FACTORY-MANUFACTURED HOME(FNH)PLAN HAS BEEN DERIVED FROM A CONNECTION: A-2 CONNECTION: A-1 DDS THAT�THE BEAL OF A PROF�aNA. SYSTEM SET OF MH PLANS APPROVED BY D.O.S.,MANUFACTURERS APPROVAL B LNLrMll-E PERSON IS ACING LANOM 7TE N0.M006-2020-037.EXPIRATION DATE 7/70/7022,WHICH HAS NOT BEEN ODCCTION OF A LICE S®PROFESSIONAL ENFBSHi MODTIED IN ANY WAY. 1--I O 7.Tiff ENERGY PLANS ARE IN COMPLIANCE WIN THE REOIIIREMENTS OF THE ENERGY OO 00 N U / _-- CoNDN E C TINSERVATION TRUOC ION CODE OF NEW 1BTA E. a Q U 1 1/2" X 26GA. STRAP @ 16" O.C. USE 1-16D NAIL INTO END N ASW/2-10D NAILS EACH END GRAIN EACH END a a M OR AND =-- USE 3-6D NAILS THROUGH SHEATHING X�O CD W/2-16GA. STAPLES EACH END _ USE 10D NAILS @ 26" O.C. OR _r z ------ THROUGH PLATES � USE 4-16GA. STAPLES THROUGH SHEATHING v r� U 'ALTERNATE o Ari aw� USE 2-8D NAIL EACH END OF 1X4 - OF NES CONNECTION: B-2 41 NOMAS �r0,A USE 1-16D NAILS TOENAILED EACH END *co AND ------------ CONNECTION: C USE 10D NAILS @ 26" O.C. THROUGH PLA n I,i w USE 6-16D NAILS EACH END A 080526 R P ODES S10 V) L� CONNECTION: D m CONNECTION: E CONNECTION: A-1/2 1 1/2" X 26GA. STRAP -- _ W/3-10D NAILS EACH END USE 1-3/8" BOLT PLUS OR 4-6D NAILS PER GUSSET EACH SIDE CONNECTION: B-1/2 W/3-16GA. STAPLES EACH END o � __j w N J � Q Q OR CONNECTION: C > c z 4-16GA. STAPLES PER GUSSET EACH SIDE - - \ 7-6D NAILS PER GUSSET EACH SIDE12 L� N N OR CONNECTION: D-2 N _____ N m 9-16GA. STAPLES PER GUSSET EACH SIDE USE 2-16D NAIL THROUGH , i o N rl) CHORD BLOCK z o = I— a� U W o� CONNECTION: E m_ oLn CONNECTION: F _ UPLIFT CONNECTION 0 CONNECTION: F --- - UPLIFT CONNECTION w o U' -- J C) �z zcj USE 8-16D NAILS THROUGH DECKING EACH SIDEUPLIFT CONNECTIONS PER SIDE UPLIFT CONNECTIONS z OR 1 1/2" X 20GA. STRAP 1 1/2" X 26GA. STRAP 1 1/2" X 26GA. STRAP U W/2-10D NAILS EACH END W/4-10D NAILS EACH END i _W/2-10D NAILS EACH END =� OR E > w OR -------- (n OR W/3-16GA. STAPLES EACH END o o z W/8-16GA. STAPLES EACH END - W/2-16GA. STAPLES EACH END OR o� � o_ OVERLAP SHEATHING =� Lo 7/12 - 27'-6" WIDE - 20#GSL - 161, O.C. z�w z wQoLO� =D CD Z L'i LLJ o Lr) CD STORAGE RAFTER 7/12 RAFTER CONNECTIONS THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SCALE:3/8' THIS BURRING HAS BEEN SERIAL//ORDER I PAGE}. NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. S "YRFPOnnPP�ROVA 0#10450 TR2 WARNNo ITIS A VIOLATION OF ARTICLE$45 OFA NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: ®u'ATION LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCNM@1F THAT BEARS THE(FAL OF A PROFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTUREW'S APPROVAL E4051EEFL LU ESS THE PERSON IS ACT@lO MM34 THE NO MOD&-2070-022.E%PIRATION DATE 7/20/2022,NHICH HAS NOT BEEN O DIRECTION OF A LICENBED PROFE moNAL ETmEEn MODIFIED IN ANY WAY. /'1 t—Q O 2.79 ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY Q oo N 00 N C..1 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. N OOO .a C) �[Ia� a�Z�<V' cn cq co 3 NEtNy Uo ��ju LLi o srs C? W 0.4I- 1- 2x6 SYP 2 9 080526 �Ci� ISI �;� 5-0 11/16" ��fiESSib�A En ccr) Qf c i cc co 1' Sye�0' 1I1� N L 1/2" oma, 3 1/16" o w w J 10 �16 2x4 7' 1/4�' - � > > a x4 cc CN �2" 2 2x6 OVERHANG 2x6 SYP#2 BLOCK -' 2\�0, 12 11 7/8" FJ 7N CN CN L�jCV N 7 GUSSET CD N r'7 PLATE 100 r� Io C) Lo X g 8'-0" 5 7/8 F-) NLo GL Z� 4'-0" 4'-0" N �� 2x8 SYP#2 2x8 SYP#2 J o cn ¢ cn w o 7 LLJ c �Z z�c" 10" 12'-0" 12'-0" z 0 24'-0" � Z P- > 7/12 - 24'-0" WIDE - 20#GSL - 16" O.C. z � N o z ov w � STORAGE RAFTER mz W W W CD J J Ln wQ oLE7rQ��oO 24'-0" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SCALE:3/8' THIS BUILDING HAS BEEN SERIAL A/ORDER/ PAGE(. NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. EXTRACTED RFPn MMLPAPPROVA 0#10450 TR3 WART IES A VIOLATION CIF AR=J=Tey OFT1E NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: ON 6 • EDUCATILAW FdR ANY PE3�TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PIAN HAS BEEN DERIVED FROM A CONNECTION: A-2 CONNECTION: A-1 EI IAI1 iAT BTHEm 111E SEAL CT N PROFESSIONAL THE SYSTEM SET OF FMH PLANS APPROVED BY D O.S.,MANUFACTURER 5 APPROVAL UNLESS T1�PERSON IS ACTING UNO6171$ N0.MD06-2020-022.EXPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN Q DIRECTION OrArem+PROF�ONAL ENMEER MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE N1TH THE REQUIREMENTS OF THE ENERGY - CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. Q N N 1 1/2" X 26GA. STRAP @ 16" O.C. USE 1-160 NAIL INTO END CONNECTION: B-1 Q4~U =�'W/2-10D NAILS EACH END GRAIN EACH END dw^M� OR AND :---_ USE 3-6D NAILS THROUGH SHEATHING o_w W/2-16GA. STAPLES EACH END USE 10D NAILS @ 26" O.C. OR q �o�z --------- THROUGH PLATES USE 4-16GA. STAPLES THROUGH SHEATHING z r;Li ALTERNATE of NE USE 2-8D NAIL EACH END OF 1X4 CONNECTION: B-2CD _ �a�NoMpsO IN USE 1-16D NAILS TOENAILED EACH EN r AND n u;l� v ul r --- CONNECTION: C USE 10D NAILS @ 26 O.C. THROUGH P m �` - Nc•UD =---- ----- Q80526 �� a o, USE 6-16D NAILS EACH END AR�fiEssloNPy r i CONNECTION: D CONNECTION: E 1 1/2" X 26GA. STRAP W/3-10D NAILS EACH END USE 1-3/8" BOLT PLUS OR CONNECTION: A-1/2 z J 4-6D NAILS PER GUSSET EACH SIDE W/3-16GA. STAPLES EACH END o L'j w OR LLLj z —4-16GA. STAPLES PER GUSSET EACH SIDE CONNECTION: B-1/2 --- w L>J CONNECTION: C ;; \ 7-6D NAILS PER GUSSET EACH SIDE ------- 74 74 c'J CN 12 ON CN OR --- N 9-16GA. STAPLES PER GUSSET EACH SIDE N o N rJ CONNECTION: D-2 USE 2-16D NAIL THROUGH CHORD BLOCK z � CD U CONNECTION: E _ - z o"', on CONNECTION: F UPLIFT CONNECTION 0 CONNECTION: F UPLIFT CONNECTION w o `f' ------ w o C) w USE 8-16D NAILS THROUGH DECKING EACH SIDE UPLIFT CONNECTIONS 11111.... Mon ffll ffilOR UPLIFT CONNECTIONS PER SIDE z 0 1 1/2" X 20GA. STRAP '-' 1 1/2" X 26GA. STRAP -- 1 1/2" X 26GA. STRAP v W/2-10D NAILS EACH END W/4-100 NAIOLR EACH END _W/2-10D NAILS EACH END �� OR Elf Z cn OR W/3-16GA. STAPLES EACH END z o W/8-16GA. STAPLES EACH END """ W/2-16GA. STAPLES EACH END - OR o� � _o --" OVERLAP SHEATHING =� 7 12 - 24'-0" WIDE - 20#GSL - 16" O.C. azUOwLo J cn Y LLJ J J lf7 w (n / wQ�tl) Qz�w CD LLJ o Il-�LiJ e cn CI, 0 STORAGE RAFTER 7/12 RAFTER CONNECTIONS THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED 5 :3,8 �, THIS BUILDING HAS BEEN SER)h I/ORDER I PAGE I. NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. EXTRACTED RFPOERLODELPP�PDYA 0#10450 TR4 WA Mo RIS A VIOLATION OF ARTICLE US OF THE NTS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: CONNECTION: A-1 CONNECTION: 3-1 PROFESSIONAL SYSTEM EDUCATON LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PIAN HAS BEEN DERIVED FROM A DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL SET OF MH PLANS APPROVED BY D.O.S.,MANUFACTURERS APPROVAL USE 1-6D NAILS THROUGH SHEATHING E3T�UNLESS THE PERSON 8 ACTPTO UNDER TM N0.MOOB-2020-022.EVIRATION DATE 7/20/2022,WHICH HAS NOT BEEN O DIRECTION OF A LICENSED PROFESSIONAL PROFESSIONAL EN2 MODDIR IFlED IN PC:)PLANS ARE W COMPLIANCE W1TH SHE REDUIREW?175 OF THE ENERGY /��OR CONSERVATION CONSTRUCTION EDGE OF NEW YORK STATE. L�N N 0 USE 1-16D NAIL INTO END GRAIN EACH END j� CONNECTION: C AND Q 4� USE 1-16GA. STAPLES THROUGH SHEATHING U USE 10D NAILS @ 36° D.C. ', USE 4-16D NAILS EACH END a p"cn THROUGH PLATES =__ CONNECTION: B-Z I,� O ot-o a ✓✓✓��— CONNECTION: D CONNECTION: A-Z USE 1-16D NAILS TOENAILED EACH END P�04 0 AND -- 1 1/2" X 26GA. STRAP 0 W`� 1 1/2" X 26GA. STRAP @ 16" O.C. \\ �' USE 10D NAILS 36" O.C. THROUGH PLATES -- W/2-10D NAILS EACH END v¢j O Q y OR �W/2-101) NAILS EACH END OR ---" W/3-16GA. STAPLES EACH END cct 0..,LL CIO W/2-16GA. STAPLES EACH END CONNECTION: A-1 2 --- -------- - ------ - CONNECTION: D-2 -- ALTERNATE' CONNECTION: B-1/2 USE 2-16D NAIL THROUGH CONNECTION: C CHORD BLOCK o USE 1-8D NAIL EACH END OF 1X4 12 4,> ' N 7 CONNECTION: E CONNECTION: E USE 1-3/8° BOLT PLUS o UPLIFT CONNECTION UPLIFT CONNECTIONS U 1 1/2" X 26GA. STRAP v) � � 2-6D NAILS PER GUSSET EACH SIDE - m E co o o OR -" \ 3-16GA. STAPLES PER GUSSET EACH SIDE W/Z-1 OD NAILS EACH END OR W/2-16GA. STAPLES EACH END OR 6-6D NAILS PER GUSSET EACH SIDE OVERLAP SHEATHING z J --- - OR - 13'-9" - 20#GSL - 16" OCw 7-16GA. STAPLES PER GUSSET EACH SIDE �/12WIDE ww Qf Iz NON-STORAGE RAFTER of NES N - N N N ��,,onnas a�p N � -_ � co D 8 -6i 2 CEILING HEIGHT SHIPLOOSE PIPES BUILDER TO RUN CONNECTIONS ON-SITE12 S'� g' 0805.2x0 CE,� �> SHIPLOOSE OVERHANG BLOCKS 4cn x3s/8^YP 2� 7 zk6spF A9�fiEss�oNP� N� SHIPLOOSE EXTENSIONS SHIPLOOSE KNEE WALLS m CD cn CD a w o U O 2x6 SYP#2 w N Z z�N a~ cn Z n o � 10" 4'-41/2" 5-0" 4'-41/2" 10" =D z 7 3/4" j 9 1/4" icn w 13'-9" Z w N o z CHORD BLOCK U w O L71/8 r rt m�7/12 - 13 -9 WIDE - 20#GSL - 16" O.C. o�N� o z��o N > 6 7 1/4" 11 1/2" wL Q o�>Q��o C) � 4" NON-STORAGE RAFTER az Ft w ou cn 0 10" OVERHANG BLOCK GUSSET PLATE 13'-9" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SCALE 3/8' THIS BURRING HAS BEEN SERIAL//ORDER/ PAGE R NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. SYSEAMR�PERMODEIPAaPR�VA 0#10450 TR5 WATRNINO R6 A VIOLATION OF ARTICLE 70.50E THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: A • fETOUOATION LAW FOR ANY PE WION TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PIAN HAS BEEN DERIVED FROM A OOCUMerTHAT BEARS THE SEAL OF A PROFESSIONAL SYSTEM SET OF MH PLANS APPROVED BY D.O S.,MANUFACTURERS APPROVAL @1C _ U1EW THE IB ACTINO LMM THE NO-MODB-2020-022 EXPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN E)FIECRON OF A LICENSM PROFESSIONAL EN IDNEM MODIFIED IN ANY WAY. A L`Q Q 2 THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY Q 00 N N U CONSERVATION CONSTRUCTIGN CODE OF NEW YORK STATE. o�cn +✓o^W AAmain Z�WtO ZU''. N W RHw co ?� - - - - - ,� OF NE�v Z I�Iw SPO \OMA& 0 �.A '0 =O o.E 0-1 N (3) 16d NAILS AT EACH STUD 1 Q8 0526 QFE05Zro <fr=� ' I PER 2020 RCNYS TABLE R602.3(1) \ / A� P� ssio 7/16" OSB GUSSET \ / m cn o o USE (8) 16d NAILS PER GUSSET EACH SIDE PER R802.5.1(9) i \ _ - - - - - - - 7/16" OSB GUSSET / USE (8) 16d NAILS 1 / 1E -�E PER GUSSET EACH SIDE i 7/16" OSB GUSSET Lo Q Q PER R802.5.1 9 2X6 (TOP) USE(8) 16d NAILS PER GUSSET PER SIDE > 0- z a w w L� 2X6 SYP 2 SPF#2 8802.5. 1 1 (BOTTOM) USE(8) 16d NAILS PER GUSSET PER SIDE ��/ PER R802.5.1(9) 2X4 SPE#2 8802.4 1 N N N N1 N W \ \ N N I— N- — 07 \ \ / 2)2X8 SPF#2 USE (3)160 NAILS (1)ON ONE SIDE AND / 1 1/2" X 26GA. STRAP @ 16" O.C. 1 1/2" X 26GA. STRAP @ 16" O.C. (2)ON OPPOSITE SIDE OF EACH RAFTER / W/2-10D NAILS EACH END W/2-10D NAILS EACH END PER 2020 RCNYS TABLE R602.3(1) / OR OR o� / W/2-16GA. STAPLES EACH END W/3-16GA. STAPLES EACH END "� / o — — — — 6'-0` io" 1- iLr) o / \ / L o / \ �) Er NZ zNF� 1 6'-0" WIDE - 20# SNOW N z CD 1 I z \ / Qf LLJ Lnw CD \ / z \ / oU w p � i J w Q — — Fmw JID NC- zC:cnU-) L-o: zUSE (3)16D NAILS OF EACH RAFTER wQoLO>Q>=DPER 2020 RCNYS TABLE R602.3(1) ¢ � ocn PORCH DETAIL SCALE-3/8'-T-9 THIS BUILDING HAS BEEN SERIAL A/ORDER Y PAGE Y: EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL IM 0#10450 TR6 WARNmMo ITS A VMDLATKXV OF ARTICLE 95 OF THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: UOATL EDON LAW FOR ANY PERSON TO ALTER ANY • 1.THIS FACTORY-MANUFACTURED HOME(FMN)PLAN HAS BEEN DERIVED FROM A U DOCON@TT THAT BEARS THE SEAL OF ARNF�ONa- ENOO�{II LESS TFE PERSON S ACTH LN'OER THE SYSTEM SET OF FMH PLANS APPROVED BY .O.S.,MANUFACTURER'S APPROVAL ICBVSE� NO.MDOG-2020-022 EMPIRATION DATE 7 0 2022,WHICH HAS NOT BEEN C:)DRECRON OF A LPROFESSIONAL ENOINEEi NGORED IN ANY WAY. Qr-O o 2 THE ENERGY PLANS ARE IN WNPUANCE WTH THE REQUIREMENTS OF THE ENERGY 00 N N U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. INSTALL 2x6 SPF#2 COLLAR TIE ON ALL RAFTERS THAT SPAN > 5'- 0". �woMw �pF NS °viz USE (6) 0. 131 "x3" NAILS FROM COLLAR T E TO RAFTER �� N°MAs ° �z ° `O w FASTEN RAFTER TO RIDGE BOARD W/(4) 0. 131 x3 TOE NAILS 080526 S MPSON LSTA15 STRAP OR EQUAL ACROSS RIDGE EACH „ A9°fi�ss'° um ; ®�0.4 U E w� w° I- U 2x6 SPF #2 VALLEY RAFTERS @ 16" O. C. FASTEN TO VALLEY PLATE w/(4) #8x3" TOE SCREWS. m 2x8 SPF #2 VALLEY PLATE Z J J FASTEN w/(4) #8x3" SCREWS THRU PLATE TO w z > af EACH INTERSECTING MAN ROOF TRUSS -OR RAFTER. cl- LOf N N N N \ \ C77 \ \ p \ \ \ \ x I o� rl- � w NLn REFERENCE PAGE 12E.1 OF THE APPROVED NEW YORK m Q cr- SYSTEM PACKAGE ¢zo�Y W cn z 0 U o � z C)f j a cn Z � � =c) Z oU W Q ZZW Q J :2iY O LLJ U F__ LI_ C) w cn w V) IL o- z wQ oI rQ�=D ZW oQ I—�W oU)o.—=0 CRICKET DETAIL SCALE:3/8'-T-0' THIS BUILDING HAS BEEN SERIAL//ORDER/ PACE/: EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL jfa 0#10450 TR7 WARNINCI,FF B A VIOLATION OF ARTICLE M5 OF THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: • • EDUCATICN LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A TES � DOMWENT THAT ATTE -OF A PFHI�OWL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL ��II BNS U NISSIS TIHE PESON IS ACTINO LI NC EFI THE N0.MDOB-2020-D22.EXPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN C: - DBELTON OF A LICENSEE)PROFESSIONAL ENGINEER MODIHED IN ANY WAY. Q(`Q O 2.THE ENERGY PLANS ARE IN CONPUANCE WITH THE REQUIREMENTS OF THE ENERGY 00 00 2X6 RIDGE BOARD CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. O t--N NNF'I N 2 RIDGE VENT&SHINGLE a a M Q CAPS FIELD INSTALLED W^� FLIP RAFTER/TRUSS EXTENSIONS C ►A O a ARCH ASPHALT SHINGLES �s N�vy ¢ Z X U OVER 15# FELT PAPER (MIN) QMA ON 7/16"W.S.P. OR BETTER 12 (� SAC` "4 c)w REFERENCE PAGE TR7 OF SET FOR REFER TO RAFTER CALCULATIONS 7 * * N R SPACING AND SPECIFICATIONS Q F' ��o R 0 6 U� FIXED OR FLIP EAVE OVERHANG REED AR 8Q5� ALL WIDTHS-ALL PITCHES R-27.7 INSULATION ICE SHIELD CONSISTING OF AT LEAST TWO �PjE sl W/VAPOR BARRIER LAYERS OF UNDERLAYMENT CEMENTED TOGETHE ,,v OR A WATERPROOF MEMBRANE SHALL EXTEND FROM )'W o ALUM. DRIP EDGE THE EAVE'S EDGE TO A POINT 24"INSIDE THE . REFER TO RAFTER CALCULATIONS EXTERIOR WALL LINE. `�� u 1) 2x6 SUB.W/ALUM. FASCIA- — OR 1x6 CEDAR FASCIA DBL 2X6 TOP PLATE,STUD GRADE COMPRESSION R-3D INSULATION W/VAPOR BARRIER 5/8"TYPE "X"SHEETROCK R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER STRIP (CONT.) w/R-21 INSULATION ABOVE 2X10 MIN SPF#2 7 16°OSB SHEATHING VENTED SOFFIT CEILING GIRDER / } w cr) a 0- L� 2X6 SPF STUD GRADE ® 16"O.C. m p o 1/8"THERM-O-PLY OR BETTER EXTERIOR FINISH OVER AIR INFILTRATION CERTAlMARRIAGE WALL SHEATHING OPTIONAL 1/2" DRYWALL BARRIER OVER 7/16"AGENCY RATED SHTG DOUBLE CLAPBMAINSTOARD PAPER ON EXTERIOR OF THE HOUSE"WATER RESISTIVE BARRIER" DOUBLE 4 CLAPBOARD VINYL SIDING PER THE 2020 RCNYS 2X4 SPF#2® 16"OC W1 � W/DBL TOP PLATE 1/2"DRYWALL Z J J O ::E w w __J w d Z 3/4"T&G O.S.B. w a > V- (GLUED &NAILED) � w w DBL. 2x10 SPF#2 FLOOR PERIMETER 2X10 SPF #2 @ 16" O.C. FLOOR JOIST 2X10 SPF #2 @ 16" O.C. FLOOR JOIST DBL. 2x10 SPF#2 CEILING PERIMETER 2X6 SPF #2 O 16" O.C. CEILING JOIST 2X6 SPF #2 @ 16" O.C. CEILING JOIST R-21 PERIMETER INSULATION 2x2 LEDGER DBL 2X6 TOP PLATE, STUD GRADE n N N N N OR JOIST HANGERS 5/8"TYPE"X"SHEETROCK R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER N N 7/16"OSB OR 1/2"PLYWOOD SHEATHING 0 C"i 2X6 SPF STUD GRADE 0 15"O.C. MARRIAGE WALL SHEATHING OPTIONAL N 1/8"THERM-O-PLY OR BETTER 1/2" DRYWALL EXTERIOR FINISH OVER AIR INFILTRATION CERTAIMEED MAINSTREET BARRIER OVER 7/16"AGENCY RATED SHTG DOUBLE 4 CLAPBOARD PAPER ON EXTERIOR OF THE HOUSE 'WATER RESISTIVE BARRIER" _ VINYL SIDING PER THE 2020 RCNYS � 2X4 SPF#2 ® 16'OC 1/2"DRYWALL W/ DBL TOP PLATE DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS NLn GRADE TO SILL PER C7� LOCAL REQUIREMENTS a z� 3/4"T&G O.S.B. DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE N �� GLUED &NAILED WITH 16d NAILS®6"O.C. ON-SITE BY BUILDER. o ( ) EXTERIOR SHEATHING FASTENED OVER SILL PLATE& TOP OF SILL PLATE Q MODULE SEAM WITH (1) ROW OF 10d NAILS®8"OC ON EACH SIDE OF SEAM BY BUILDER. m Cr 2X10 SPF #2 16" O.C. FLOOR JOIST 2X10 SPF #2 16" O.C. FLOOR JOIST PLATE SEAL AS REQ'D BY LOCAL OR STATE CODES. � Cn Q Cn o = R-19 INSULATION W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL GRADE u O (FIELD SUPPLIED AND INSTALLED) 2x2 LEDGER OR JOIST HANGERScif N Z zN°rF (4) 2X10 SPF#2 FLOOR GIRDER OBOLTED WIT ANCHOR BOLT OR MIN APPROVED FASTENER- 112' ASTENER 1/2"THROUGH BOLTS®4' OC ON-SITE BY OTHERS c1r) 3/8"X6"x9"MIN Z STEEL PLATE O z STEEL SUPPORT COLUMN (SIZED BY OTHERS) LJ SEE FOUNDATION PLAN FOR SPACING Elf w FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC rN Z D DESIGNED BY BUILDER PER LOCAL CODES O Z AND LOCAL SOIL CONDITIONS 1/2"MIN. CONCRETE FLOOR oU � _O D 0f L'j Q ZIZ J-------------- Y O z I- N U L—�L_ Ln O a Q�L(7 r Q Z=D CD REBAR MAY BE REQUIRED LOLLY COLUMN/FOOTING Z w Q T—C5 w o(n o LL 0 (PENDING SOIL CONDITIONS) 7 2" MAX. DIA. GRAVEL MIN. 4"THICK TVAPOR BARRIER 6 MIL COMPACTED AND LEVELED OFF POLYVAPOR BARRIER, CROSS SECTION /DETAIL #1 (OR PREVIOUSLY UNDISTURBED) OVERLAYED 12"AT SEAMS SCALE=3/8'=1'-0' THIS BUILDING HAS BEEN SERIAL#/ORDER f PAGE j: EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL yBa 0#10450 S E1 WARNMrr3 A VIOLATION OF ARTICLE$45 OF THE Mrs TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY PERSON TO A'TrR ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCUMea THAT BEARS THE SEAL OF A PROFESSIONAL SYSTEM SET OF MH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL �1 ENCIIN EFL UNLESS THE PERSON IS AcnNa Liom THE NO.MOD6-2020-022 EXPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN /� DI ECTION OF A LICBSEO PROFESSIONAL.ENMODIFIED IN ANY WAY. 1--1 r O O 2.THE ENERGY PLANS ARE IN COMPLIANCE PATH THE REOUIREMENTS OF THE ENERGY OD DQ N r 1 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. Q t-N V OC>+ �ar x�inc) O¢~ Nwaw� 3 4 ill w I ° PROTECTION OF OPENINGS IN WIND BORNE DEBRIS UQ REGIONS PER SECTION R301.2.1.2, NOT PROVIDED BY ICON 0, �0 ° �i UI ° EGRESS WINDOWS m a u� o 0 DOOR AND WINDOW SCHEDULE WINDOWS CLEAR OPENING CLEAR OPENING DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA z MARVIN ESSENTIAL COLLECTION DOUBLE HUNG 6038P 72" X 36 1/4" 14.26 11.8 72.000 36.000 0.00 0.26 0.29 2 28.52 Q Q MARVIN ESSENTIAL COLLECTION DOUBLE HUNG ESDH2630 30" X 36" 7.50 4.9 26.563 13.219 2.44 0.33 0.33 2 15.00 > La':J °- a z a MARVIN ESSENTIAL COLLECTION DOUBLE HUNG ESDH3030-2 72" X 36" 18.00 12.1 32.563 13.219 5.98 0.33 0.33 1 18.00 cLlfj a w w •MARVIN ESSENTIAL COLLECTION DOUBLE HUNG ESDH3050 36" X 60" 15.00 11.2 32.563 25.219 5.70 0.33 0.33. 8 120.00 Of Elf •MARVIN ESSENTIAL COLLECTION DOUBLE HUNG ESDH3050-2 72" X 60" 30.00 22.3 32.563 25.219 11.40 0.33 0.33 7 210.00 •MARVIN ESSENTIAL COLLECTION DOUBLE HUNG ESDH3050-3 108" X 60" 45.00 33.5 32.563 25.219 17.10 0.33 0.33 1 45.00 TOTAL AREA: 436.52 N CV CV CV CV Iw- I \ Cn EXTERIOR DOORS CLEAR OPENING CLEAR OPENING o '-- � 00 -- DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA rn o N I") MARVIN ESSENTIAL SLIDING PATIO DOOR ESSPD6068 72" X 80" 40.00 35.5 1.000 1.000 15.89 0.29 0.22 1 40.00 THERMA-TRU (DOUBLE ACTIVE DOOR) 6068 (>50% GLASS) 75 5/16" X 82 1/2" 43.15 19.6 68.375 79.250 37.63 0.29 0.27 1 43.15 THERMA-TRU (SINGLE DOOR W/ (2) 12" SIDELITES) 64 3/8" X 82 1/2" 36.88 9.5 33.313 79.250 18.34 0.25 0.17 1 36.88 THERMA-TRU (SINGLE DOOR) 3068 (<50% GLASS) 38 3/8" X 82 1/2" 21.99 5.5 33.313 79.250 18.34 0.25 0.17 1 21.99 - THERMA-TRU 3068 (FIRE) 37 1/8" X 81 1/8" 20.92 0.0 0.000 0.000 20.00 0.17 0.01 1 20.92 TOTAL AREA: 162.94 a C3� o N N m O WO F IN � J o O ty �> �o w� ZN 'SOMAsPD w Nz F� Q O C) r( W = z Er L'-j z o oR O805�6 o0 W zo �FESSIO� W Q ZW o�NC LW z� w(/�w V)rWo:�tz� wQ�Lo> -<��woOw ZW o�t--LLJ o cooLLO DOOR & WINDOW SCHEDULE SCALE:3/8'-1'-O' THIS BUILDING HAS BEEN SERAL I/ORDER I PACE/' EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL IM 0#10450 DWS WATER HAMMER ARRESTER TO BE INSTALLED ALL WATER LINES FROM STUBS TO FIXTURES AND MAIN WATER LINES DASHED ARE TO WARNIND NIB A VICLA710N OF ARRa E:$45 OF THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: A • E000IATION LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN OEWVED FROM A DOCUMENT THAT SEAS THE SEAL OF A PROFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTURERS APPROVAL ON DISHWASHER, ICE MAKER, AND WASHER BE SUPPLIED AND COMPLETED ON-SITE BY OTHERS AND SUBJECT TO LOCAL INSPECTION �+�+,OF A LICENSED PROFESSIONAL ENCIINEER NO�,�w2�YW�EXPIRATION DATE 7/20/2022,NNI0I HAS NOT BEENDIR ^�O O IN CONFORMANCE WITH ASSE 1010. 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH RIE REQUIREMENTS OF THE ENERGY F oo 00 C'4 U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. WATER LINES IN 1ST & 2ND STORY WALLS(STUBBED THROUGH WALL) AND WATER LINES -- cnr,>_; IN 2ND STORY FLOOR (HORIZONTALS IN FLOOR) TO BE COMPLETED IN FACTORY. F NEN �4 d U WATER HEATER = ON-SITE BY OTHERS OO W rO� ;c ^W Gj Z v�O L LAV SHOWER SHOWER LAV LAV LAV TUB y WG 7 'V WG 7 m P 17 17 1 / 7 ' I ,/z. T/s ,/z' ,/z' ,/z I T/z $0526 /x /2. ,/z-� / /z--1 T/ ,/z4 V210 — — — — — — — — — — — — — --- Rti OFESSlo\ P �I ZI�O _ _ r,= —.— — — —.— — — — — — N-SITE 3/4" — — — — —.— — —.—.— — N-41E 3/4'.— —._ — — — — —.—.—.— — — — —.—.—.FEVHc u Q I I WATER CONN. WATER CONN. J 0u, 0-1 I I I 1 P F�1 j U 3/4' X3/4' KIT 3/4' 13/4' WW7 �7 � ASHER i SINK ICE LAV WC SHOWER �7LAV LAV WC Y I pW7 7 Y Y P I � I I I I I Li Cn a- a- Li 1/2-4 ,/z ,/z' ,/x. /x. 1/x' T T x'/ ,z• OJ —D fm � —'— — — — — — — —'—1 — — — — — — — t — —'—'7 — — — — — — — — — -+ — —T/2— — — — 1/z' —/z' / 1 2'� / — RBBR — 0 r — T— — T — —'7- — — —I ON-SITE WATER LINES WATER SUPPLY LAYOUT 70 ON-SITE WATER HEATER INDICATES COLD WATER SUPPLY --------INDICA7E5 HOT WATER SUPPLY O :�E w L,J _j w d Z d LLJ Eaf Li LJ af 11-1 TABLE P2903.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK N N N N PLUMBING FIXTURE MAXIMUM FLOW RAE ROOF EXTENSION VENTS INSTALLED ON-SITE ROOF EXTENSION VENTS INSTALLED ON-SITE ROOF EXTENSION VENTS INSTALLED ON-SITE W \ \ \ N N OR FIXTURE FITTING OR QUANTITY SUBJECT TO LOCAL INSPECTION SUBJECT TO LOCAL INSPECT ONSUBJECT TO LOCAL INSPECTION < N � r- LAVATORY FAUCET 1.5 gpm AT 60 psi 2'VENT 3 VENT 3 VENT 2•VENT z'VENT C) \ cc"I � SHOWER HEAD INCLUDING A HANDHELD SHOWER SPRAY 2.0 gpm AT 80 psi RU ROOF HRU ft00F THRU ROOF RU ROOF 3-VENT 3'VENT I HRU ROOF O 3-VENT `1 THRU ROOF THRU ROOF Y THRU ROOF SINK FAUCET 2.2 gpm AT 60 psi I I I WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE` FOR SI: 1 GALLON = 3.785 L, 1 GALLON PER MINUTE = 3.785 L/M, 1 POUND PER SQUARE INCH 6.895 kPAcn o� r1 2x- I I/z- N a. A HANDHELD SHOWER SPRAY SHALL BE CONSIDERED TO BE A SHOWER HEAD orj a� z IV c5� b. CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED STANDARDS. c. THE FLUSH VOLUME FOR A DUAL-FLUSH WATER CLOSET IS DEFINED AS THE COMPOSITE, AVERAGE uV uV u" wV N FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH r z' z z 11/2- 2' ,/z• W p C/7 ALL ITEMS DASHED ARE TO BE SUPPLIED AND COMPLETED 2' R°mr _ _ _ a_ _' ' ' J R G .— — — -�r- — — — —.—.i RDPR ON-SITE BY OTHERS AND SUBJECT TO LOCAL INSPECTION - -- ------'---' ¢� ,� �0r__0 W NZ NCV , VENT C. , VENT CONN VENT(CONN. VENT CONN. VENT CONN VENT CONN. VENT CONN. VENT CONN• O S 2• ]' VENT PIPES IN WALL AND SECOND STORY DRAINS r z TO BE COMPLETED IN FACTORY. � C/-) � a z o WASHER qN W Oz o w O SEE PAGE CV FOR ALL ADDITIONAL PLUMBING ITEMS ;;iz ��{sR "" "" "" =CD THAT ARE COMPLETED ON-SITE AND REQUIRE LOCAL INSPECTION „/2 r " ' T T"' mw J z z z w J O o O W� 9NgA] tlC Rc00. Z N C L_CC Lo Z O ROOA — —. —. — — W(n w H L1 — — — T—r E• Lo —.— — ] `__� z ----z ___ ------I �LJ�r�Li'I. �Ow� 2:Ls--------r---------------r------------z ---------- ---�-- — ____--- —__— J NOTES: ju CD NT°RE vwL°im F°TURE I PIPING SUPPORT: DWV 4'-0" O.C. VER. / 3'-0" O.C. HOR. BSEW&t4YEN, SE IN B—CINT 1 °NWN KITCHEN SINK WHICH ARE 2" DIA. �NR PLUMBING LAYER 2. ALL TRAP SIZES ARE 1 1/2" DIA. EXCEPT SHOWER, WASHER AND SCALE:3/8'-1'-O• 3. THIS HOME IN NOT IN AN AREA REQUIRING FROST CLOSURE PROTECTION PER P3103.2 OF 2020 RCNYS EXITRAUILD FROM AN BEAEN PPROVED SERIAL//ORDER/ PAGE J: SYSTEMS OR PER MODEL APPROVAL 0#10450 P U WARINNO IF3 A VIOLATION OF ARTICLE US OF THE NYB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: [ • EDUCATION LAW FOR ANY PERSON TO ALTER ANY DOCUMENT THAT BEARS THE BEAL OF A PPOf�ONAL 1.THIS FACTORY-MANUFACTURED FMHPLANS HOLIED BY PLAN HAS BEEN DERIVED FR011 A _ ENWER.UNLESS THE PERSON 3 ACING UNDER THE SYSTEM SET OFD2 PLANS APONDAT BY20/202,WHICC HAS NOT AI vmray r,�,n,o ue Fob NO MODS-2020-D22.MY 22 EXPIRATON GATE 7/10/2022,WHICH HAS NOT BEEN �-% ORECIION OF A LICENSED PROFESSIONAL ENGINEER THEEMODIFIED IN ANY WAY. I-�r O O m.a.+suras yu�� svFa�sa T��oi 2 THE ENERGY PIANS ARE IN CO ODE OF 1NM THE STATEREQUIREMENTS OF THE ENERGY Q�N N U a�aly xn mw[ CONSERVATION CONSTRUCTION CODE OF NEW YORK S1AlE. N z1-i�I6 svra,r: 1rrs,won ,ml.emmal O.--1 th•-+ > pF NEk/ o �Mn•,,,sFOHM .6a M6d �� - Q Z�<L) �A�' �NpMAs �� x w N W P, TIE-DOWN SCHEDULE Suggested Tie-DwMark -e4oWNF0 8,0741bf MIN.(3)2X6SWNPUNHDSb RWI W IzlwsofcooNN_S@s.O.c.- Lu W SONPSONHOU—D5 8,0741bf MIN.(3)2X6WALL STUDSFASTENTOGETHERWI I I = (2)ROWS OF 160 COMMON N ®S•0.C. D 1_2 X80526 �, U SNIPSON J D 9621bf MN.C2)2X6WALLSNOSFASn31TCOEfHMW/ �(4 Fr�� (7 (2)ROWS OF16000MMONNA65@6.O.C. f•' p .`OO; SIMPSON STND1miJ 111 0V 3,2611bf MRL(2)2X6V—STUDSFASIENTOGETHERWI W (2)ROWS OF 160 COMMON HAISO W o.C. L O SIMPSON STHDI4RJ �I ;.� 4,2231bf MX(2)2X6 WALL STUDS FTSTENTOGETHERW/ 21 (2)ROWSOFlWCOMM0NNA ®6.O.C. 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I+U� Wall Line 1$ 1-B 1$ ,®M 6•ac 1 1- I� n- ml 4—s- L I7 or7 t• 1-B B 1-B 1•0 2r r 2-7' 31 I 1-B mJ O 1 � 4-2%i I � A I W O C) O QfNZ zN>0 w (n z O C- � Z C/-) a z o O oO w z0 w Q mz J CDO LLn zI—rn CD F-- z p u (n�wo w< Ln>¢-=DoOLL Zw¢1��wocno—to 1ST STORY SHEAR WALLS SCALE:3/8'-1'-0' TNIS BUILDING HAS BEEN SERAL i/ORDER/ PAGE/: EXTRACTED FROM AN APPROVED SYSTEMS CR PER MODEL APPROVAL ga 0#10450 swi WARTTIO ITB A VICLATION OF AR=E 95 OF 7HE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 4 F M= IM LAW FOR ANY PERM TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A XFD1RE i..mwR TIE-DOWN SCHEDULE DOCLb@ITRS IHAT BEATHE MAL OF A PROFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVALLAILESS THE �1 uUNDER THE ;�il6meiw -E!m25 aFF®1co< xm Mark TIeK1GWNFDtm SUgge6led Tle-Down �0 � PERSONASO NO M006-2020-022.EXPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN 0 MCy snI. vrar m. moimynw! DIRECTION OF A LICMED PRCFEBSCINN_ENC43M MOOIRED N ANY WAY. AL--O 0 w6 sFF M9�6•c 2_T 2,489Ibf (2)SIMPSON 6165TRAPWI(t3)ai91.1t23'W0t5 EACH ENG 2 THE ERVATIO PLANS ARE N COMPLIANCE OF WITH THE STATE.REQUIREMENTS OF THE ENERGY 00 00 N ' vf]ImpxMAl 1z >nonmMs6n MIN.(ONCSIGALLSTUOSFAST111—THERWI CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. Q N 6ti.vau °�� .(2)2 X60F 16 STUDS NNAIS0S•O.C. O/~M~r>4 6wm.+s:rvaa btilbw'mN 6vv 61ea vsarw:m inol� Wl�'�~v 1T6 6rceWu V13Igv�� 6vi 016'a Nf01mp0v.a1 2,4991Df i (2)SINPSON CSI -VW( )G.191. 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ORDER I PAGE t EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL JOW 0#10450 SW2 WARaNC;TT S A VIDATION OF ARTICLE 145 OF 7DE NYs TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: F I EDUCATION LAW FOR ANY PERSON TO ALTER ANY COOLAOEhT THAT BEATS THE SEAL OF A PROFESSIONAL 1,THIS FACTORY-MANUFACTURED APPROVED BY PIAN HAS BEEN DERIVED FROM A @lON�i LNP83 Tt E PaMCN S ACTINO LNXR TRS NO.MD SET OF FISH PLANS APPROVED B : 0 MANUFACTURER'S APPROVAL NO.NDOD IN ANY 071.EI(PIRARON DATE 7/20/2022,WHIQI HAS NOT BEEN O DDSCIIO61 OF A LJC@SE3I PROFESSIONAL T316P�i THEEMODIFIED IN ANY WAY. A L\O Q 7.ON ENERGY PLANS ARE IN COMPLIANCE OF PATH THE TATE. MQITS OF THE ENERGY OO 00 N N r` CONSERVATION CONSTRUCTION CODE O<NEW YORK STATE. Q�N V N CL'Q� U a 0. cn 'r OM OO.a �pF NEyyY �rnZ U FASTEN CEILING BAND TO EACH ~ TRUSS W/(4)10d(.1310)NAILS& Q� NOMA O `D SIMPSON H2.5A EACH TRUSS USE(2)8d(0.131")TOENAILS EACH TRUSS S All,. N G a (3r (OR EQUAL CONNECTION FOR 336#) TRUSS TO TOP PLATE UPLIFT CONNECTION Q' USE Bd(.1310)NAILS @ 6"O.C. THROUGH DBL.TOP PLATE ?^�, ATTACH SHEATHING W/16 GA.STAPLES C7 rl � W @ 2"O.C.(OR EQUAL CONNECTION OF 336 LBS.) USE(2)16d(.162 0)NAILS m STUD TO TOP PLATE UPLIFT CONNECTION ENDNAILED PLATE TO STUD DETAIL A ,0 080526 �tiu o (TRUSS CONNECTIONS) 9°fiEsSA ENDWALL-FASTEN TRUSS BOTTOM CHORD TO TOP W f USE 8d(.131 0)NAILS @ 6"0.C. PLATE W/16d(0.1620)NAILS @ 7"0.C.OR o USE 8d(.131 0)NAILS @ 6"O.C. THROUGH BOTTOM PLATE SIMPSON LTP4 PLATES @ 28"O.C. THROUGH BOTTOM PLATE USE(2)16d(.162 0)NAILS I ENDNAILED PLATE TO STUD USE(2)t D LAT T NAILS ENDNAILED PLATE TO STUD ATTACH SHEATHING W/16 GA.STAPLES @ 2"0.C. (24)3/8"DIA.TOESCREWS - ATTACH SHEATHING W/16 GA.STAPLES @ 2"O.C. ALONG MATE WALL(23"O.C.)(MIN. (OR EQUAL CONNECTION OF 260 LBS.)UPLIFT } � (OR EQUAL CONNECTION OF 260 LBS.)UPLIFT 1"PENETRATION IN LAST BAND) CONNECTION SECOND FLOOR STUD TO FLOOR BAND m m CONNECTION SECOND FLOOR STUD TO FLOOR BAND > 16d NAILS TOE NAILED @ 4"0.C. w 16d NAILS TOE NAILED J O° SHEAR CONNECTION 12"0.C.SHEAR CONNECTIONz o z ATTACH SHEATHING W/16 GA.STAPLES @ 2"0.C. ATTACH SHEATHING W/16 GA.STAPLES @ 2"0.C. w (OR EQUAL CONNECTION OF 260 LBS.)UPLIFT CONNECTION J z (OR EQUAL CONNECTION OF 260 LBS.)UPLIFT CONNECTION w LSI SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND rn SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND �' O w USE 8d(.131 0)NAILS @ 6"0.C. LLJ j j ATTACH SHEATHING W/16 GA.STAPLES THROUGH DBL.TOP PLATE ATTACH SHEATHING W/16 GA.STAPLES USE 8d(.131 0)NAILS @ 6'0.C. Of L d w 00� Elf @ 2"O.C.(OR EQUAL CONNECTION OF 205 LBS.) USE(2)16d(.162 0)NAILS @ 2"O.C.(OR EQUAL CONNECTION OF 205 LBS.) THROUGH DBL.TOP PLATE UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND ENDNAILED PLATE TO STUD DETAIL B-1 UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND USE(2)16d(.162 0)NAILS DETAIL B DETAIL B-2 ENDNAILED PLATE TO STUD (SECOND LEVEL SIDEWALL CONNECTIONS) (SECOND LEVEL MODULE TO MODULE (SECOND LEVEL ENDWALL CONNECTIONS) FASTEN SHEATHING TO RIMBAND W/ CONNECTION ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W1 (1)ROW OF 8d(.1310)NAILS @ 5"0.C. (1)ROW OF 8d(.1310)NAILS @ 2"0.C. N cN N N N c'J\ \ rn \ \ p 1- (Z) \ \ N USE 8d(.131 0)NAILS @ 6"O.C. USE Bd(.1310)NAILS @ 6"0.C. rn THROUGH BOTTOM PLATE THROUGH BOTTOM PLATE USE(2)16d(.162 0)NAILS USE(2)16d(.162 0)NAILS ENDNAILED PLATE TO STUD ENDNAILED PLATE TO STUD = (24)3/8"DIA.TOESCREWSJ ALONG MATE WALL(23"O.C.)(MIN. o� 1"PENETRATION IN LAST BAND � w> ATTACH SHEATHING W/16 GA.STAPLES @ 2"0.C.(OR EQUAL CONNECTION OF 124 LBS.) ATTACH SHEATHING W/16 GA STAPLES N � UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND @ 2"0.C.(OR EQUAL CONNECTION OF 124 LBS.) UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND SIMPSON RSP4 PLATE AT 53"0.C. (OR EQUAL CONNECTION OF 230 LBS. BY BUILDER FLOOR BAND TO SILL PLA E 16d NAIL TOENAILED @ 2"0.C. m CO (ON SITE BY SET CREW) 16d NAIL TOENAILED @ 10"0.C.(ON SITE BY SET CREW) (n N L'i o 1/2"ANCHOR BOLTS TO BE 15"O.C. O J O 112"ANCHOR BOLTS TO BE 72'0.C. OR 5/8"ANCHOR BOLTS TO E 21"O.C. > Z z r OR 5/8"ANCHOR BOLTS TO BE 72"0.C. DETAIL C-1 (MAXIMUM 1'-0"FROM CORNERS) DETAIL C-2 N N N ~ (MAXIMUM 1'-0'FROM CORNERS) DETAIL C (MODULE TO MODULE CONNECTION z (FIRST LEVEL SIDEWALL CONNECTIONS) ALONG MATEWALL) (FIRST LEVEL ENDWALL CONNECTIONS) CD FASTEN SHEATHING TO RIMBAND W/ FASTEN SHEATHING TO RIMBAND W/ I-- (2) - (2)ROWS OF Bd(.1310)NAILS @ 3"O.C. (2)ROWS OF 8d(.1310)NAILS @ 2"0.C. C D = z F- j a U7 Z p N O Z w U LSI p o 1-- _ Srm F- c'f WO Q LLJ Z -J LoO Lz� p (n w (n Li.ar z wQ I=Lr) =D-c)J ZLLJ oQF-F5W o(n o�_O SHEAR WALL FASTENING SCALE:3/8'-l'-0' THIS BUILDING HAS BEEN SERIAL//ORDER Y PAGE/. EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL IM 0#10450 SW3 WARNIND FFIS A VOLATION OF ANNCLE 145 OF THE NYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDU MON LAW FDA ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCUMENT THAT BEARS THE BEAT.OF A PROFESSIONAL SYS TEM SET OF FMH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL ENQIEEBT UNLESS TFE PERSON IS ACTINO LNOM TME NO.M006-2020-022.EXPIRAADN DATE 7/20/2022,WHICH HAS NOT BEEN C DOECTION OF A LICENSE)PROFESSIONAL ENO7EER MODIFIED IN ANY WAY. t'-C) Q 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY 0000 N r 1 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. O(�N N . CYC Manual J Table 5A a M xo�o� Default Air Change Values for Three or Four Exposures IF NEF �P �NoMAS � 4� N �w3 Default Air Change for Two Story Construction 11 LU Construction Air Changes per Hour - Heating m 41U- A 08052 �� U Floor Area of Heated Space (SgFt) R°PESs►oN� _ C7 � 900 or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More Tight 0.27 0.20 0.18 0.15 0.13 0 Semi-Tight 0.53 0.39 0.34 0.28 0.25 13 Cn � E 0 0 Average 0.79 0.58 0.50 0.41 0.37 20 Semi-Loose 1.23 0.90 0.77 0.63 0.56 27 Loose 1.67 1.22 1.04 0.85 0.75 33 0 w w Q Q 1) For one additional fireplace, add 7 CFM to the above fireplace values. For two or more additional fireplaces, add 10 CFM (total) to the above. >wcl: � z CL *Per Manual J Table 5 Notes, Item #4: Table 5A, Two Story Construction may be used for 1-1 /2 stories, 2-1/2 stories, and three stories. 0 2020 RCNYS Table M1505.4.3(1) N FI N N N CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS < N - DWELLING UNIT NUMBER OF BEDROOMS N FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 (square feet) Airflow in CFM `J o� < 1,500 30 45 60 75 90 a a� z fV � 1,501 - 3,000 45 60 75 90 105 RE 3,001 - 4,500 60 75 90 105 120 J o 4,501 - 6,000 75 90 105 120 135 ` 6,001 - 7,500 90 105 120 135 150 � > 7,500 1 105 120 135 1 150 1 165 z 0 For SI: 1 square foot = 0.0929 m2 1 cubic foot per minute = 0.0004719 m3/s. z Cn w Construction: Semi-Tight (ACH x Volume) / 60 min: 114.50 CFM Provided - Supply OK =0 z ou � o 1st story area: 1539.34 SOFT CFM required*: 105 CFM Lr- = J � o 1st story ceiling height: 9 FT *Per 2020 RCNYS Table M1505.4.30 ) o�N� oaLO 2nd story area: 1703.24 SOFT wQ�Lrr¢Z�wo O 2nd story ceiling height: 8 FT Whole house ventilation exhaust is provided by a continuous bath fan. - Total building area: 3,242.58 SOFT See electrical plan for the identified fixture location and size. WHOLE HOUSE VENTILATION Total building volume: 27,479.98 CUFT Location: BATH #1 / BATH #2SCALE:3/8•�T-O Air change/hour: 0.25 ACH HI$BUILDING HAS BEEN yTyµ//ORDER/ PACE/. EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL . � /HV yBa W O#10450