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Home My WebLink About48031-Z o�SUFFnIk�r Town of Southold 7/21/2024 Gym 3 P.O.Box 1179 53095 Main Rd 9t o � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45371 Date: 7/21/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: . 460 Marion Ln,East Marion SCTM#: 473889 Sec/Block/Lot: 31.-8-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/23/2022 pursuant to which Building Permit No. 48031 dated 6/30/2022 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: modular single-family dwelling with unfinished basement,front covered entry, side deck and attached garage as applied for. l The certificate is issued to Geras,Angela of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0379 7/12/2024 ELECTRICAL CERTIFICATE NO. 48031 11/28/2023 PLUMBERS CERTIFICATION DATED 7/12/2024 D Hennessey u on ed ignature o�gtlFfat/(- TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48031 Date: 6/30/2022 Permission is hereby granted to: Geras, Angela 545 W End Ave New York, NY 10024 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 460 Marion Ln, East Marion SCTM #473889 Sec/Block/Lot# 31.-8-1.2 Pursuant to application dated 2/23/2022 and approved by the Building Inspector. To expire on 12/3012023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,844.00 CO-NEW DWELLING $50.00 Total: $2,894.00 Bu ding nspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Jamesh southoldtownny.t ov COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Angela Geras Address: 460 Marion Lane city:East Marion st: New York zip: 11939 Building Permit#: 48031 Section: 31 Block: 8 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Anything Electric INC. Electrician: Donald Welch License No: ME-5220 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 3 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 90a A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transfer Switch 200a UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect 3 Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: 1 200a 54 space panel 54 used , 1 15a double pole breaker, 1 20a double pole break 2 30a double pole breaker, 1 40a double pole breaker,1 90 a double pole breaker, Notes: 3 15 a sigle pole breakers, 19 15a afci single pole breakers, 3 15a afci/gfci breakers,5 20a single pole breakers, 8 20a afci single pole breakers, 3 20 amp afci/gfci single pole breakers 1 90a sub panel 5 20a single pole breakers MODULAR HOUSE Inspector Signature: Date: November 28, 2023 Copy of 460 marion In house �o��FFot�°o Town Hall Annex ��O oy� Telephone(631)765-1802 54375 Main Road ,t P. O. Box 1179. y "Sbbthold, NY 1167"1'1)959 - - • ad� DC�( y�i°1 DD J J U L 1 2 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD BUILDING DEFT- TOWN --jF SOUTROI CERTIFICATION Date: Z// a Building Permit No. © � Owner: (Please print) Plumber:-Nre ffiW90e-X- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this I Q -r day of 20 a Notary Public, County CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2 2oa55 11 ��0�� OF50Ulyo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N 631-765-1802 INSPECTION [ FOUNDATION 1ST NO [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Aack I 166� - Adi":!2 - 1 S . - d DATE INSPECTOR /Ar - — OF SO UjyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] UNDATION 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: \/>wo V, a is 0�v j(lD �-PVV Kw w m" 44 ri 6-v P\A No vi V DATE h ?/ INSPECTOR q SO E plho * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE ISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: w��w� Pllt-7 DATE INSPECTOR Of SOUIyO� --- - - - 1 * * TOWN OF SOUTHOLD .BUILDING DEPT. couMv, 631-765-1802 INSPECTION [ul 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:4c o DATE J 3 ?*DY INSPECTOR QI OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 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: 1� OVA- Lu DATE 1iDY INSPECTOR o��OF soUlyO qgo 31 q60 ' ar-� ,o vl # TOWN OF SOUTHOLD BUILDING DEPT. �ycouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) D(] ELECTRICAL (FINAL) [ ] CODE VIOLATION '',, [ ]�1PRE C/O [ ] RENTAL REMARKS: fifl�l,h 8' dnot S Lc A a �t ©vl Y�o'a S rjr �,) Cie Ov. +t,4 40- Ly- kt' r �a4C (i e �� rr r- 1 to y44, b L cd- GOcaP� d r o6co c-r ck DATE INSPECTOR OE soOTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. °`�courmN�` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ;/F)IKULATIOWCAULKING FRAMING/STRAPPING [ NAL l OXW [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: I Q� G Ivt 144 CQ (VvK&- VP w� Pig- DO - DATE INSPECT0 pF SOUIyo<o * # TOWWOFSOUTHOLD BUILDING DEPT. °ycouNr+��' 631-765-1802 INSPECT10"N [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [FINAL N lid/ —� [ ] FIREPLACE_& CHIMNEY - [ = ] FIRE.-SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ], FIRE RESISTANT PENETRATION [ -] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION . [ ] PRE C/O [ ]. RENTAL REM KS W6 �2PL .[�/�- Col- c4� (5) PoAxA., GmAt/ v V) C7,/ lea ac Q_� ) DATE dle4k* INSPECTOR V/ ,i{:9� er�r� s ,1 June 14, 2024 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 ion Lane ri , NY 11939 (030 by he Town of Southold, Energy Testing Services was retained by Angela Geras to perform r t t at the above address and found the leakage rate to be!1,346 CFM @ 50 Pa, equal to 5 Pa. Duct Leakage testing was also,performed.The 15t floor.system, serving 1,362 ftZ, M @ 25 Pa (equal to 2.5% Duct Leakage).The second 15t floor system, serving 1,290 ftZ, M @ 25 Pa (equal to 2.3% Duct Leakage).The 2"d floor system,serving 552 ftZ, leaked 11 CFM @ 25 Pa (equal to 2%Duct Leakage).This house meets compliance by leaking less than the maximum requirement of 3 ACH @ 50 Pa and 4% Duct Leakage for the area served. If you have any questions, please do not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater u Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631) 244-2627/Cell: (631)405-9890 I Manual S Compliance Report Job: 3969 WC1g�1t50� Date: 06/06/04/2021 Bmnt/ma/n 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: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, East Marion, NY Email:jons@hamptonhomeperformance.com Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 29281 Btuh Entering coil DB: 75.0'F Outdoor design WB: 73.4°F Latent gain: 9845 Btuh Entering coil WB: 62.5'F Indoor design DB: 75.0°F Total gain: 39126 Btuh Indoor RH: 50% Estimated airflow: 1405 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160421 F+CAPF4961 C6D+TXV Actual airflow: 1405 cfm Sensible capacity: 54961 Btuh 188%of load Latent capacity: 2707 Btuh 27%of load Total capacity: 57668 Btuh 147%of load SHR: 95% i Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 54165 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: AMEC960804CNA Actual airflow: 1405 cfm Output capacity: 77000 Btuh 142%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. - -wrightsofftl 2021-Jun-0418:20:53 .wr,,•,,4.w,.Z..P-9 Right-Suite®Universal 2021 21.0.05 RSU12322 Page 1 ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S y Manual S Compliance Report Job: 3969 Vlot`ightS®ft' Date: 06/04/2021 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: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, East Marion, NY Email:jons@hamptonhomeperformance.com Cooling Equipment Design Conditions Outdoor design DB: 88.4*F Sensible gain: 3839 Btuh Entering coil DB: 75.0'F Outdoor design WB: 73.4*F Latent gain: 1934 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0'F Total gain: 5774 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160181 F+CHPF3636B6C+AMEC960303ANA+TXV Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 328%of load Latent capacity: 5400 Btuh 279%of load Total capacity: 18000 Btuh 312%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 7334 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: AMEC960302*NA Actual airflow: 600 cfm Output capacity: 29000 Btuh 3950/6 of load Temp.rise: 50 OF Meets all requirements of ACCA Manual S. 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Right Suite®Universal2021 21.0.05 RSU12322 Paget /�+ ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S ems, Load Short Form Job: 3969 V rightso1 t Date: 06/04/2021 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: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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 Tight Design TD('F) 62 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 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 OF) (Btuh) (Btuh) (cfm) (cfm) Upper system 560 7334 3839 600 600 Bmnt/main system 5147 54165 29281 1405 1405 (Unconditioned) 649 0 0 0 0 Entire House 6356 61499 33021 2005 2005 Other equip loads 0 0 Equip. @ 0.93 RSM 30842 Latent cooling 8891 TOTALS I 6356 I 61499 I 39733 I 2005 I 2005 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*- wrightsotjt, 2021-Jun-0418:17:20 "�.-' .,.,„•,M b.b�,,•.,„r Right-Suite®Universal 2021 21.0.05 RSU12322 Page 1 /KsSrl1 ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: 8 Building Analysis Job: 3969 wrightsoft 9 y Date: 06/04/2021 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvacAesign.com Project • • For: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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/lb) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange(°F) - 15 ( 1 ) Method Simplified Wet bulb('F) - 73 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 4.2 25177 40.9 vetilation Glazing 18.5 11064 18.0 Doors 24.2 508 0.8 Ceilings 1.3 4233 6.9 V" Infiltration Floors 1.0 3191 5.2 Infiltration 1.4 9173 14.9 Ducts 0 0 Piping 0 0 Baas Humidification 0 0 Ventilation 8152 13.3 A6kirxp Adjustments 0 Total 1 1 61499 100.0 Ong Component Btuh/ft2 Btuh %of load Walls 0.9 5429 16.4 Glazing 21.9 13044 39.5 VW Irterd Gins Doors 10.7 224 0.7 Ceilings 1.0 3100 9.4 Floors 0 0 0 Infiltration 0.7 4813 14.6 Ducts 0 0 Infiltration Ventilation 1762 5.3 Internal gains 4650 14.1 Blower 0 0 Ong Qh lings Adjustments 0 Total 33021 100.0 Latent Cooling Load=8891 Btuh Overall U-value=0.060 Btuh/ft2--°F Data entries checked. -V* wrightselft" 2021-Jun-0418:17:20 � Right-Suite®Universal 2021 21.0.05 RSU12322 Page 1 ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S ' Job: . . wrightsoft- Component Constructions 969 Date: 3969 2021 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvao-design.com Project • • For: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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/lb) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange('F) - 15 ( L ) Method Simplified Wet bulb(°F) - 73 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ff' Btuh/ft'--*F ft'-°FBtuh Bluh/IK Btuh Btuh/ft' Btuh Walls 12F-Osw:Frm wall,vnl ext,3/8"wood shth,r-21 cav ins,1/2"gypsum n 762 0.065 21.0 4.03 3069 1.05 799 board int fnsh,2"x6"wood frm,16"o.c.stud a 934 0.065 21.0 3.10 2894 0.81 754 s 850 0.065 21.0 2.98 2537 0.78 661 w 820 0.065 21.0 2.86 2342 0.74 610 all 3365 0.065 21.0 3.22 10842 0.84 2824 Bg wall,light dry soil,concrete wall,r-15 contin ins,8"thk n 761 0.088 15.0 5.46 4149 1.01 766 e 464 0.088 15.0 5.46 2529 1.01 467 s 761 0.088 15.0 5.46 4149 1.01 766 w 464 0.088 15.0 5.46 2529 1.01 467 all 2448 0.088 15.0 5.46 13356 1.01 2467 Partitions 12F-Osw:Frm wall,r-21 cav ins,1/2"gypsum board int fnsh,2"x6" 243 0.065 21.0 4.03 979 0.57 138 wood frm,16"o.c.stud Windows 2 glazing,cir low-e outr,air gas,vnl frm mat,cir innr,1/4"gap,1/8"thk: n 161 0.290 0 18.0 2886 11.4 1828 2 glazing,clr low-e outr,air gas,vnl frm mat,cir innr,1/4"gap,1/8"thk; a 87 0.290 0 18.0 1564 40.6 3533 6.67 ft head ht s 129 0.290 0 18.0 2319 20.3 2613 w 85 0.290 0 18.0 1533 40.6 3462 all 462 0.290 0 18.0 8302 24.8 11437 glass door,2 glazing,clr low-e outr,air gas,vnl frm mat,cir innr,1/4" n 96 0.330 0 20.5 1964 10.0 960 gap,1/8"thk:glass door,2 glazing,cir low-e outr,air gas,vnl frm mat, cir innr,1/4"gap,1/8"thk;6.67 ft head ht s 39 0.330 0 20.5 798 16.6 647 all 135 0.330 0 20.5 2762 11.9 1607 Doors 11 DO:Door,wd sc type w 21 0.390 0 24.2 508 10.7 224 Ceilings 16B-38ad:Attic ceiling,asphalt shingles roof mat,r-38 cell ins,1/2" 2764 0.026 38.0 1.23 3409 1.01 2796 gypsum board int fnsh 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons,1/2" 458 0.029 38.0 1.80 824 0.66 304 gypsum board int fnsh,12"thkns,r-38 cell ins wrightsoflt" 2021-Jun-04 18:17:20 RightSuite®Universal2021 21.0.05 RSU12322 Page 1 JC(>� ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S Floors 21A-32t:Bg floor,light dry soil,8'depth 2573 0.020 0 1.24 3191 0 0 649 0.020 0 0 0 0 0 all 3223 0.020 0 0.99 3191 0 0 r wrightsoft® 2021-Jun-0418:17:20 ..+x•cM= =.rY ,r�n.w Right-Suite®Universal 2021 21.0.05 RSU12322 Paget ACCK ..n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S Job: 3969 Wrightsoft Project Summary Date: 0604/2021 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: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 61499 Btuh Structure 33021 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 61499 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 30842 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 8891 Btuh Ducts 0 Btuh Heatin Cool Central vent(0 cfm) 0 Btuh g ing Area(fl2) 5707 5707 Equipment latent load 8891 Btuh Volume(fP) 53090 53090 Air changes/hour 0.15 0.07 Equipment Total Load(Sen+Lat) 39733 Btuh Equiv.AVF(cfm) 135 328 Req.total capacity at 0.70 SHR 3.7 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. 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RightSuite®Universal 2021 21.0.05 RSU12322 Page 1 �� ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Cale=MJ8 Front Door faces: S "Ffl'wrightsoft° Right-J® Worksheet Job: 3969 Entire House Date: 06/04/2021 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 Entire House Upper system 2 Exposed wall 715.0 ft 96.0 ft 3 Room height 9.3 ft 8.0 ft 4 Room dimensions 5 Room area 6355.8 ft' 560.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft"F (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/PIS Heat Cool 6 12F-0sw 0.065_W7 4.03 1.05 .1018 _ 762 3069 �- 799. -160 133 , 536 _- 140 2 glazing,clr low-e '0.290 ,ri' 17.98 11.39 161 0 2886. 1828 " 27 0 485 - .307 • :....-__......glass door,2 glazin_,__ _:,�w�:0�330;,:n�.. :_._20:46...`.._..10.00,;..:.�;;ic.'.,s6�.v:.._rw�,.�_..:_'..�1964�._s�...960�...:__.,�_.4. '._ '. '.0 . 0.. �" 0 _ 4149, 766 0 . _ ___0. 0.,. 11 sw 2�glazing ciclow e.___ w0.290: e _ -_1Z.98` `_ 40°61 _:_ _7087 _. 934---_- _._n__.. .___»_. _.. ,. .______ q wa..iq t, rv_s _0. 8 n-.. 5.46_ 1.01 .___. 761 761 2894 754 224 224,c_ 903 235 9 9. - _.,..__J564 _._. 3533_.._,__.__0 d.___,:._..<_0�,._ ___0 Z __:___,_0 Bq wall,light drys �0.0.88,-_e_---5.46 1.01 _ _464__•___464� 2529 __467__ 0- _ 0,__ _0 _0_ 12F-0sw 0.065 s 298 0.78 V"-"1018 850 �2537- 661 �160 .r 133 536 140 2 glazing,clr low-e 0.290 s 17.98 - 20.26 " "129 '0 2319 2613` 27 0 485 547 glass door,2 glann_ r m„0.330._..s:._._.20.46: „ ,16.59::J`: w.39 ,�..._.:• 0 ..,._,. _,798..__ .w647: :,_.;.,0 _A 0.-_,i : ..Q W--M Bq wall,light drys,._.__ _0.088, s° _5.46.- 1.01 _ 761 761_ 4149 _ 766 0-___ 0 _ 0 0 120-0sw• 0.065 w 2.86 0.74 926 ' ,820 2342 v 610 224 224 '_ 903 Y� 235 2 glazing,clr low-e 6.290 w 17.68 40.61 85 0 1633 3462 0 0 - 0 0 ,__:w_,0.390 nw_. _. _24,18_ ._.n10.67,__.. :.._21 ._. '.21 ,. .. 508 __m_n_224, _.__»0;• __0 r __.0:. '._._.0 W Bg wall,light drys_,.__ 0.088 w 5A6 1.01 464 464 2529 467 0 0 0 0 P. 12F,Osw.'_;•--_ .._._7,_rvr0.065.v,., ._._,._..._. ..._.._.. ...___.......__»..._ _.»._...__.._ __. .._ .__._.__.._.__. ..�_ _ _ 4:03 '. R_979 Q 16B-38ad_ __ 0.026», __-1.23- _1.01, 2764__-2764_,y_,3409___,-_2796_^__560__,_ 560,^_903 740 _._.1.80 .,y_0.66, _458...._: ;�458._.�.._:_824.__ _304'_ .___0 r__0 M_Q,_. _ 0 F-_--• 21A732t__----- T T_0.020. -- _1.24_ 0.00 2573______2573_----_3191, _-_ 0---__ _0. 0 r._0_-_-_ 0. ----- 0.00,.'::__0.00....w. .649..k- 649.:.._..._,k..0__. _w_ •0::_» __0:_. __.:n:0 F;_- 21A-32t 0.020 61 c)AED excursion 01 1 99 Envelope loss/gain 1 44174 21797 1 1 4751 2443 12 a) Infiltration 9173 4813 1224 642 b) Room ventilation 8152 1762 1359 294 13 Internal gains: Occupants @ 230 5 1150 2 460 Appliancestother 3500 0 Subtotal(lines 6 to 13) 61499 33021 7334 3839 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 61499 33021 7334 3839 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load I I I 614991 330211 I I 73341 311391 Air required(cfm) 2005 2005 600 600 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. . W� 9►� -gam' 2021-Jun-0418:17:20 ^w" Right-Suite®Universal 2021 21.0.05 RSU12322 Pagel ...n PC\Desktop\Design filesNesta-Marion Lane.rup Calc=MJ8 Front Door faces: S wrightsoft° Right-J@ Worksheet Job: 3969 Entire House Date: 06/04/2021 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 Bmnt/main system (Unconditioned) 2 Exposed wall 544.0 ft 75.0 ft 3 Room height 9.4 ft 9.0 ft 4 Room dimensions 5 Room area 5146.5 ft2 649.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 _,,-._.�_-.__,-,_-- -_-__- VjI 0,065 'n 4.03 1.05, •��858 629 ,- 2533' 660 0,'_ 0 0 0 G 2 glazing,clr low a 0.290 n 17.98 11:39 134' 0 T 2400 1520 0 0 0 ,`"0 ,glass door,2,gl6zin 0,330_ n ._ 20.46_ 10_00 ',_,- 96 _ 0 --,„_ 1964 960 - 0 0 wT_ 0 -�_'_0 W.-___-_Bq_Wall.light dry s_ -, 0.088._ -n-_ 5.46__ 1.01, ]61 _ 761 _, -4149 -766 4R0 �~0 __ -,0._ 0, 11 12F-0sw•, 0.065 a 3.10 0.81 `, 581 "' 494 -1991 519 - - 216 - 216 0 0 2 glazing,'clr.low-e_ -,_._ w 0.290 a-._.17.98 � 46.61' _._87.__ r,._ 0._. 1564.:___w3533-:' ---0 .: —__.0 12F-011, 0,_-_-�-__0, 0 _ 0 sw .'U65 s 2 98 0.78 638 497 2001 521 221 221 - 0 _ �0 2 glazing,clr(ow-e �6.290 s 17.98, " 20.26 '102 0 1834 2066 0 0 0 0 91ass dodr..2.91aziri',__.. .,.. 0:330,s_,._,.20 46. ::' 76:59. 39 _.. „.u_0 _798 : ,_647_`.. A-_.�. .,0 W__ Bq,wall,liciht_drvs-_•-.--,-____-_0.088 _s -,„,-5.46 �1.01 ______761- 761 4149 766 _ _0, �,D_� p 12F-0sw 0.065 -w 2.86 • 0.74 464 357 1440 375 ^234 239 0 0 2 glazing,cir low-e 0.290 w 17.98 "40.61 - 85 -- 0 1533 3462 - - 0 0 0 0 11 DO --. .-1 .__-._.._ _ 0.39D.._w__,.__24.18 10.67_u-_:,_ 21_-_ _ 21 .�..w_508 _-_-_224_ ,.;: . 0__ 0 �_' __0_ _0 _._,__-5.46 1.01_ 464_ ._.-...464 _ 2529 T.__----467 _ _0 .-----__ 0, __._. _0_--_ . .0 _. 065 _,.. .,q__. __.4.03-._.._0.57.-_'_.._..243 _..;< 243 ._..___978`..:... _738 -_..�_. _0 0 0. :0. ,.16B-38ad, w t 0.026 _.. 1.23. 1.01. 1555-.__.. -..,1555 2507_ _.,._.2O56_.__. _649.._.__. 649 -_9...._. _ 0 C..,..,_ 18A=.38ad__.._._ ::. 0.029. . .,._.-. 1.80..,---.,0.66 ...,w�._-:458=:. r:,458,_" 824' .304,. ..- 0.. - 0 >�� _0:'._ _.0. --__-_0.020 _.._._-_1.24-_-___0.01) __ _2573 2573_ 3191 . ,0.__--___0 F ,v.... 21A 32t _ m .. -0.020 .-. _ 0.00',. 0.00:_.:__ _ ...v0:, ;_.__-.._0 —0- _._ 0 61 c)AED excursion 101 1 1 10 Envelope loss/gain 39423 19452 0 0 12 a) Infiltration 7949 4171 0 0 b) Room ventilation 6793 1468 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Applianceslother 3500 0 Subtotal(lines 6 to 13) 54165 29281 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 54165 29281 0 0 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 64165 29281 0 0 Air required(cfm) I I I 1405I 14051 I I 0 I 0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -Of*- wr4jR"T=caft-- 2021-Jun-0418:17:20 .�.o. Right-Suite&U niversal 2021 21.0.05 RSU12322 Page n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S wri htsoft� Loads for Multiple Orientations Job: 3969 9 Date: 06/04/2021 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-3005118 Web:www.perfect-home-hva"esign.com Project Information For: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, East Marion, NY Email:jons@hamptonhomeperformance.com Design Conditions Location: Indoor: Heating Cooling East Marion, NY, US Indoor temperature(OF) 72 75 Elevation: 108 ft Design TD(OF) 62 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 51.4 35.5 Dry bulb(OF) 10 88 Infiltration: Dailyrange(OF) - 15 ( L ) Wet bu lb(OF) - 73 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(13tuh) 31454 36039 36229 35096 30842� 35107 36194 35580 Latent Load(13tuh) 8891 8891 8891 8891 '8891,' 8891 8891 8891 Total Load(13tuh) 40345 44929 45120 43987 " 39733 43998 45085 44471 Heating AVF(cfm) 2005 2005 2005 2005 `2005 2005 2005 2005 Cooling AVF(cfm) 2005 2005 2005 2005 2005 2005 2005 2005 adiding Ckientation Cooling Load 5000 4000 3000 2000 1000 0 N NE E SE S SW W NW I3recfimFrotD3Tf m Current Orientation: Front Door faces South Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. H.`wr19}'t9pft� 2021-Jun-0418:17:21 Right-Suite®Universal 2021 21.0.05 RSU12322 Page 1 ...n PC\Desktop\Design filesIVesta-Marion Lane.rup Cato=MJ8 Front Door faces: S AForm - Worksheet A Job: 3969 Wi`lghtS® a Date: 06/04/2021 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perrect-home-hvac-design.com Supporting Detail Project Name: Vesta-Marion Lane Date: 06/04/2021 Address: 460 Marion Lane, East Marion, NY Phone: Job ID: 3969 Worksheet A Location and Design Conditions --[Weather Location: East Marion, NY, US Elevation= 108 1 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/lb Daily Range= L Design Temperature Differences HTD= 62 °F I CTD= 13 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof , 2021-Jun-0418:17:22 Rig ht-Suite®Universal 2021 21.0.05 RSU12322 Page 1 n PC\Desktop\Design filesWesta-Marion Lane.rup Calc=MJ8 Front Door faces: S ems.$ Load Multizone Summary Report Job: 3969 �/r�9 t5io�6 Date: 06/04/2021 By. Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvar-destgn.com Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM ft3 cfm Btu h/ftz fN Cfm Btuh/W Bmnt/main system 48610 0.14 117 1.6 48610 0.35 284 0.8 Upper system 4480 0.24 18 1.6 4480 0.59 44 0.8 (Unconditioned) 0 0 0 0 0 0 0 0 Entire House 53090 0.15 135 1.6 53090 0.07 328 0.2 Load • AVF Summary ROOM NAME Area Htg load Clg load Htg AVF Clg AVF ftz Btuh Btuh Cfm drn Living 458 10300 7532 267 361 Dining/Den 495 4439 2603 115 125 WIC 33 0 0 0 0 Office 90 1806 632 47 30 WIC 1 42 0 0 0 0 Bed 1 367 5698 3876 148 186 WIC/walk-thru 90 145 113 4 5 Bath 2 95 1077 1347 28 65 Foyer 151 1895 1454 49 70 Bed 2 209 3289 2751 85 132 Bath 3 81 384 135 10 6 Laundry 88 377 618 10 30 Pantry 119 962 548 25 26 Kitchen 257 3344 3375 87 162 Unfin bsmnt 2573 20448 4297 530 206 Bmnt/main system 5147 54165 29281 1405 1405 Bed 3 170 2613 1294 214 202 Bed 4 168 2497 1638 204 256 Bath 4 64 800 314 65 49 Hall/strs 118 775 348 63 54 WIC 4 40 649 246 53 38 Upper system 560 7334 3839 600 600 Garage 649 0 0 0 0 (Unconditioned) 649 0 0 0 0 Entire House 6356 61499 33021 2005 2005 *.wrightsaft" 2021-Jun-04 18:17:22 ,'► x�n,.r ++�. s. „ Right-Suite®Universal 2021 21.0.05 RSU12322 Page 1 ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S Duct System Summary Job: 3969 wrightsoft Date: 06/04/2021 Bmnt/main system By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvardesign.com Project • 1 For: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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 0.140/0.120 in H2O 0.140/0.120 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 1405 cfm 1405 cfm Total effective length (TEL) 447 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 c 1347 28 65 0.061 6.0 Ox 0 ShMt 42.5 130.0 SO Bath 3 h 384 10 6 0.061 6.0 Ox 0 ShMt 26.0 135.0 st8 Bed'! C 1938 74 93 0.061 6.0 Ox 0 ShMt 58.0 150.0 st9A Bed 1-A C 1938 74 93 0.061 6.0 Ox 0 ShMt 53.0 140.0 st9A Bed 2 c 2751 85 132 0.061 7.0 Ox 0 ShMt 41.5 130.0 st8 Dining/Den C 1301 58 62 0.061 6.0 Ox 0 ShMt 44.5 140.0 st6A Dining/Den-A C 1301 58 62 0.061 6.0 Ox 0 ShMt 55.0 165.0 st613 Foyer c 1454 49 70 0.061 6.0 Ox 0 ShMt 32.5 140.0 SO Kitchen C 1687 43 81 0.061 6.0 OXO ShMt 52.5 160.0 st613 Kitchen-A c 1687 43 81 0.061 6.0 Ox 0 ShMt 46.0 130.0 st6A Laundry C 618 10 30 0.061 6.0 Ox 0 ShMt 18.0 120.0 st6 Living C 2511 89 120 0.061 7.0 Ox 0 ShMt 70.5 160.0 st6C Living-A c 2511 89 120 0.061 7.0 Ox 0 ShMt 73.0 155.0 st613 Living-B C 2511 89 120 0.061 7.0 Ox 0 ShMt 59.5 140.0 s166 Office h 1806 47 30 0.061 6.0 Ox 0 ShMt 39.0 110.0 st6 Pantry c 548 25 26 0.061 6.0 Ox 0 ShMt 35.0 100.0 st6 Unfin bsmnt h 2921 76 29 0.061 6.0 OX 0 ShMt 47.5 120.0 st6A Unfin bsmnt-A h 2921 76 29 0.061 6.0 Ox 0 ShMt 42.0 120.0 st8 Unfin bsmnt-B h 2921 76 29 0.061 6.0 Ox 0 ShMt 34.5 115.0 st6 Unfin bsmnt-C h 2921 76 29 0.061 6.0 Ox 0 ShMt 44.0 135.0 st6A Unfin bsmnt-D h 2921 76 29 0.061 6.0 Ox 0 ShMt 46.5 120.0 st9 Unfin bsmnt-E h 2921 76 29 0.061 6.0 Ox 0 ShMt 73.0 150.0 st613 Unfin bsmnt-F h 2921 76 29 0.061 6.0 Ox 0 ShMt 71.5 170.0 st6C WIC/walk-thru c 113 4 5 0.061 6.0 Ox 0 ShMt 34.0 135.0 SO ' wrightsoft' 2021-tun-0418:02:02 ti. *"""M1..w.,m„-p*....... Right-Suite®Universal 2021 21.0.05 RSU12322 Pagel ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 930 882 0.061 669 14.8 10 x 20 ShtMetl st2 st6A Peak AVF 772 766 0.061 618 13.8 10 x 18 ShtMetl st6 st613 Peak AVF 520 564 0.061 564 12.3 8 x 18 ShtMetl st6A st6C Peak AVF 165 150 0.061 371 7.8 8 x 8 ShtMetl st613 st9 Peak AVF 304 355 0.061 533 10.3 8 x 12 ShtMetl st7 st9A Peak AVF 148 186 0.061 418 8.1 8 x 8 ShtMetl st9 st8 Peak AVF 171 168 0.061 308 7.9 10 x 8 ShtMetl st7 st7 Peak AVF 475 523 0.061 589 11.9 8 x 16 ShtMetl st2 st2 Peak AVF 1405 1405 0.061 602 19.2 12 x 28 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb8 Ox 0 227 88 96.0 0.125 227 7.6 12.00x12 10x29 SJSp rt8 rb7 Ox 0 303 118 182.0 0.066 303 9.6 12.00x12 10x29 SJSp rt8A rb1 Ox 0 236 303 205.5 0.058 243 9.8 6.00x30 10x36 SJSp rt8A rb4 Ox 0 193 213 132.5 0.090 171 7.9 30.00x6 10x36 SJSp rt8 rb10 Ox 0 161 255 118.0 0.101 437 8.2 6.00x14. 10x17 SJSp rt8 rb6 Ox 0 85 132 102.0 0.117 226 6.3 14.00x6 10x17 SJSp rt5 rb11 Ox 0 112 167 116.5 0.103 134 7.0 30.00x6 10x36 SJSp rt6 rb5 Ox 0 87 128 124.5 0.096 128 6.4 24.00x6 10x29 SJSp rt6 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt7 Peak AVF 285 427 0.096 549 10.1 14 x 8 ShtMetl rt4 rt8 Peak AVF 1120 978 0.058 672 17.7 10 x 24 ShtMetl rt4 rt8A Peak AVF 539 421 0.058 693 12.2 14 x 8 ShtMetl rt8 rt5 Peak AVF 85 132 0.117 297 6.3 8 x 8 ShtMetl rt7 rt6 Peak AVF 199 295 0.096 443 8.8 12 x 8 ShtMetl rt7 rt4 Peak AVF 1405 1405 0.058 562 17.4 12.00x30 SdJstSp r1:2 rt2 Peak AVF 1405 1405 0.058 602 19.2 12 x 28 ShtMetl -� wrigh'WOW 2021-Jun-0418:02:02 +' ..r.�,.•,�,..<..r .,;,�.,, Right-Suite®Universal 2021 21.0.05 RSU12322 Page 2 .AM ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S wrightsoft Duct System Summary Job: 3969 Date: 06/04/2021 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: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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 0.105/0.055 in H2O 0.105/0.055 in H2O Lowest friction rate 0.069 in/100ft 0.069 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 232 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 4 h 800 65 49 0.082 6.0 Ox 0 VIFx 18.5 110.0 sty Bed 3 h 1306 107 101 0.084 7.0 Ox 0 VIFx 14.5 110.0 st5 Bed 3-A h 1306 107 101 0.087 7.0 Ox 0 VIFx 10.5 110.0 st4 Bed 4 c 819 102 128 0.069 8.0 Ox 0 VIFx 17.0 135.0 st3 Bed 4-A c 819 102 128 0.085 8.0 Ox 0 VIFx 14.0 110.0 st4 Hall/strs h 775 63 54 0.084 6.0 Ox 0 VIFx 14.9 110.0 st3 WIC 4 h 649 53 38 0.071 6.0 Ox 0 VIFx 23.3 125.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 219 221 0.069 632 8.0 0 x 0 VinlFlx st1 st4 Peak AVF 209 229 0.085 519 9.0 0 x 0 VinlFlx st1 st5 Peak AVF 172 150 0.082 494 8.0 0 x 0 VinlFlx st1 st1 Peak AVF 600 600 0.069 242 13.0 17 x 21 ShtMetl -rIj~wrilghtsoft, 2021-Jun-0418:02:02 ��• AWW.l6nuMxMY^m4�^f 4 Right-Suite®Universal 2021 21.0.05 RSU12322 Page i� ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 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) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 ox0 155 166 80.0 0.069 377 9.0 Ox 0 VIFx rt1 rb9 Ox0 231 231 78.5 0.070 524 9.0 Ox 0 VIFx rt1 rb3 Ox 0 214 202 79.5 0.069 484 9.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 600 600 0.069 242 12.0 17 x 21 ShtMetl 1 - - wrig l tssoft� 2021-Jun-04 18:02:02 Right-Suite®Universal2021 21.0.05 RSU12322 Page /�+ ...n PC\Desktop\Design fileswesta-Marion Lane.rup Calc=MJ8 Front Door faces: S ' Load Short Form Job: 3969 - - wrightsoft° Date: 06/04/2021 Bmnt/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: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, East Marion, NY Email:jons@hamptonhomepeiformance.com Design Information Htg Clg Infiltration Outside db(OF) 10 88 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 62 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA DISTINCTIONS Model AMEC960804CNA Cond ASX160421 F AHRI ref 9101248 Coil CAPF4961C6D+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 80000 Btuh Sensible cooling 28000 Btuh Heating output 77000 Btuh Latent cooling 12000 Btuh Temperature rise 50 OF Total cooling 40000 Btuh Actual air flow 1405 cfm Actual air flow 1405 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (Cfm) (cfm) Living 458 10300 7532 267 361 Dining/Den 495 4439 2603 115 125 WIC 33 0 0 0 0 Office 90 1806 632 47 30 WIC 1 42 0 0 0 0 Bed 1 367 5698 3876 148 186 WIC/walk-thru 90 145 113 4 5 Bath 2 95 1077 1347 28 65 Foyer 151 1895 1454 49 70 Bed 2 209 3289 2751 85 132 Bath 3 81 384 135 10 6 Laundry 88 377 618 10 30 Pantry 119 962 548 25 26 Kitchen 257 3344 3375 87 162 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft:" 2021-Jun-0418:19:33 ..,.»..+,-,ra, , Rig ht-Suite®U niv ersal 20 21 21.0.05 RSU12322 Page 1 / iCif1 ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Cale=MJ8 Front Door faces: S Y Unfin bsmnt 2573 20448 4297 530 206 Bmnt/main system 5147 54165 29281 1405 1405 Other equip loads 0 0 Equip. @ 0.93 RSM 27349 Latent cooling 9845 TOTALS I 5147 I 54165 I 37194 I 1405 I 1405 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - weightsof'ty 2021,Jun-0418:19:33 xw..w•a..a,s..,,a �,. Right-Suite®Universal2021 21.0.05 RSU12322 Paget �� ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S Load Short Form Job: 3969 - #- wrights Loft° Date: 06/04/2021 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 Information For: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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 Tight Design TD ff) 62 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA Model AMEC960302"NA Cond ASX160181F AHRI ref 7610859 Coil CHPF3636B6C+AMEC960303ANA+TXV AHRI ref 10516318 Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 12600 Btuh Heating output 29000 Btuh Latent cooling 5400 Btuh Temperature rise 44 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.082 cfm/Btuh Air flow factor 0.156 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.66 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 3 170 2613 1294 214 202 Bed 4 168 2497 1638 204 256 Bath 4 64 800 314 65 49 Hall/strs 118 775 348 63 54 WIC 4 40 649 246 53 38 Upper system 560 7334 3839 600 600 Other equip loads 0 0 Equip. @ 0.93 RSM 3586 Latent cooling 1934 TOTALS I 560 I 7334 I 5520 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft* 2021Jun-0418:19:33 Rig ht-Suite®Universal 2021 21.0.05 RSU12322 Page 3 IR+�+1•1 ...11 PC\Desktop\Design filesWesta-Marion Lane.rup Cale=MJ8 Front Door faces: S Pro ect Summa Job: 3969 - - wrighltso+ft' 1 ry Date: 06/04/2021 Bmnt/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 Proiect Information For: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 54165 Btuh Structure 29281 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 54165 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 27349 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 9845 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftZ) 514T 514T Equipment latent load 9845 Btuh Volume(ft3) 48610 48610 Air changes/hour 0.14 0.35 Equipment Total Load(Sen+Lat) 37194 Btuh Equiv.AVF(cfm) 117 284 Req.total capacity at 0.74 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA DISTINCTIONS Model AMEC960804CNA Cond ASX160421 F AHRI ref 9101248 Coil CAPF4961 C6D+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 80000 Btuh Sensible cooling 28000 Btuh Heating output 77000 Btuh Latent cooling 12000 Btuh Temperature rise 50 OF Total cooling 40000 Btuh Actual air flow 1405 cfm Actual air flow 1405 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -ro- wr1ghts43f1L- 202Wun-0418:19:33 •w•. �....,_.�.,., Right-Suite®Universal 2021 21.0.05 RSU12322 Pagel ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S Project Summary Job: 3969 Wrightsoft , Date: 06/04/2021 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: Angela Geras Residence, Hampton Home Performance 460 Marion Lane, 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/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7334 Btuh Structure 3839 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 7334 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 3586 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1934 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 560 560 Equipment latent load 1934 Btuh Volume(fP) 4480 4480 Air changes/hour 0.24 0.59 Equipment Total Load(Sen+Lat) 5520 Btuh Equiv.AVF(cfm) 18 44 Req.total capacity at 0.70 SHR 0.4 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA HEATING AND AIR CONDITIO... Trade AMANA Model AMEC960302*NA Cond ASX160181F AHRI ref 7610859 Coil CHPF3636B6C+AMEC960303ANA+TXV AHRI ref 10516318 Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 30000 Btuh Sensible cooling 12600 Btuh Heating output 29000 Btuh Latent cooling 5400 Btuh Temperature rise 44 *F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.082 cfm/Btuh Air flow factor 0.156 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.66 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wriglhtscWV 2021-Jun-0418:19:33 �=' a»m»•s =+� ��.. Rig ht-Suite®Universal202121.0.05 RSU12322 Paget ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S J. wrightsoft' Right-M Worksheet Job: 3969 Bmnt/main system Date: 06/04/2021 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 Bmnt/main system Living 2 Exposed wall 544.0 ft 67.0 ft 3 Room height 9,4 ft 14.0 ft heat/cool 4 Room dimensions 23.5 x 19.5 ft 5 Room area 5146.5 ft' 458.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftz) Load number (Btuh/ft;°F I (Btuh/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 ,12F-0sw - - -0.065 'n_ 4.03,- '1:05�.-"858 629 ? 2533! 660 273 215'T-=864 --._,225 2 glazing,clr low-e 0 290 n 17 98 11 39 T 134 0 2400 ,� 1520 59 0 1052 666 ", glass door,2 gtazin,-w, ;_ _O'330„.n.,.- 20,46, _,10 00, W So wall,.lightdrvs 0.088 _._n,.-__.,•_ 5.46-_.._1.01______.761, ,_-,-J61 ,__,,..4149„_..^ 766_-__ . A _0 0 .� 0 11 12F-Osw 0.065 . e 4.03 1.05 681 494 1991 519 329 —r_271 1090 -284 �-,2 glaiing,.clrlow e- _ _._..0.290 e=-.,.._17.98'.'-40.61 .T.:_ 1-87 1564__.:__3533.:., ---.59._,__._:..,, .0____1052. .n..2376, Bq wall,light dry s 0.088.^e 5.46- 1.01_ 164.� 464 �25-29._�.467.^ T 0 _ 0 12F-Osw 0.065 s 4 03 1.05 638 497 2001 521 273 191 768 _ 200 2 glazing,cfr low-e 0.290 s',o .17.98. 20.26 102 0 - 1834 2066 59 0 r; 1052 - 1185 glass,door.2 glazm —,,0:330.-s _.._20 46'__.16',5,9, , 39 _ ..w.. 0- _„_,-7,98 -_ 647__.: ,µ 24__ __0_ 491.,___.-_398 By wall liaht.dry s —_'- 0.088,_s,_- __ 5.46,V 1,01 Y761,_ 761, 4149 766 _ 0, 12F-Osw 0.065 ,w,• 4.03 .1.05 464 B57 1440 M 375 63 63 - - 254 66 2 glazing,clr low-6, 0.290 '`w 17.98 ' 40.61 85 0 1533 3462 0 0 0 .0 __ -_.0.390_,w_. -._._24.18..x:_,10.67._ _.__21:..._.�_..21 _.__.508 _ .224._._._.:._...0-<.._.__a,__.0.= 0, _T _,_.0, P W Bg wall,.light dry,s _ _._0.068 r w 5.46. 1.01 464 __464 ._._ 2529, _ 467._ ..-_._....0 0 .. �0. ..�_., U. _ _..x_ _0.065._: -,_-.4.03 - -._.0.57,__.,-_243:�,__.� _243 979____-138tl _._0 _0' C,-_ 16B_38ad 0.026 _1..61 ., _1..32 . 1555 1555 : 203516 -_0 0-- . _0.__--_-0 58 3041 0.029 —_7180.,- 66 56 _-458 824 -_ 0.4 458 »�A824 ., 21A732t 0.020 _- _-_=1.24-__--0.00.- 2573_-�25.73-_._3191. ,----0-----0 _0 0-------__0. _..,.n. -'o:,•,- ._..-0 61 c)AED excursion 1 0 -380 Envelope loss/gain 1 39423 19452 1 1 7447 5324 12 a) Infiltration 7949 4171 1495 784 b) Room ventilation 6793 1468 1359 294 13 Internal gains: Occupants @ 230 3 690 1 230 Applianceslother 3500 900 Subtotal(lines 6 to 13) 54165 29281 10300 7532 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 54165 29281 10300 7532 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 I I val room load requi d(cfm) I I I 51405I 211405I I I 10267I 7 3001 532 A 361 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. -f}A-wrigiir--ac tv- 2021-Jun-0418:19:33 •�� Right-SuiteO Universal 2021 21.0.05 RSU12322 Page 1 n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S Job: 3969 wrightsofV Right-J® Worksheet Date: O6 04/2021 Bmnt/main system Perfect Home Hvac Design Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hva(-design.com 1 Room name Dining/Den WIC 2 Exposed wall 22.5 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 495.0 ft 6.0 x 5.5 ft 5 Room area 495.0 ft2 33.0 ft' Ty Construction U-value Or I HTM I Area (ftz) I Load I Area (ft°) I Load number (Btuh/fte (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I Cool Gross I N/P/S Heat Cool 6 - 12F-0sw N---�T- {'0.065-n v-4.03 1.05 203- 107 i- 429 - 112 T^ 0 -��0�i 0 0 X 0 0 0 0 M 2 glazing,;clr low-e 0.290 n 17.98 .F 11.39• 0 0 0 0 .glass door,2 glazin.w.. ,_ _° 0.336 n _:_`'20.46''.._10.00 96 _" _u _-: �.. _ _ a W -,Ba wall..lioht drv.s.,_-_ _. 0.068. ,_n_. _5.46- 1.01--.y...._._._0_ ___,___U_ _0.,_ 0_-- _0 11 VMI .. 12F-0sw., 0,065.' a 4.03,='. .1.05 p 0 0 0, 0 r G 2.glazing,clrlow es._� _;,:.,,._0.290;..e:. ;_:.17.98, 40.61. _ .: 0._�_:.: 0_ w_0,� 0 »: 0'_ ,.�_w_0 Bq wall,light drv_s___-_0.088�e _ 5.46 L01 0 T 0- 0 0.___0 0 0- 0 12F-Osw 0.06 _ _,5 s 4'03 .1.05 0 0 - �0 0 0 0 =- 0 . 0 2 glazing,clr,low a 0.290 -s 17.98 20.26 0 0 0 0 0 0 0, 0 glassdoor,.2 glann,_:, _.,'. 0.330 s-. 20.46:_-_.16.59' 0 -0__------ -0.__ __ 0-_..._._____0 __._ .._.0 w-v_.____0 ..-- _._.0 W _-_ Bq wall,light dry s-____ _O,OSQ„_s_ 5.46 _ 1,01, �0 __0, __0 12F-Osw 0.065 w, .4.03 1.05 0 0 T 0 0 0:-T„0 0 T 0 2 glazing,clr low-e 0.290 - w .._17.98 40 81 0 0: 0 0 0-" ; 0 ,0 0 .11D0,----- -.. a0.390 _w ..._24.18 _ 10.67 _'. u_ 0 ----_--._,---,0 ___; .0 _____0 0: 0.._ a_..0. W Bg wall,light drys_ 0.088 w 5.46 1.01 0 0 0 0 0 _0 0_ 0 i..:'.12F=OswS.. :_< ,:_.., 0.065 ...:-_4:03 .._,'. 0.57,`� _0� - --:0 ...,._ 0 0 . ._.....�0_ �. 0:� _Y0 _ -0 16BL38ad_--_-_-,- --R0.026__. ____J-61__-_ 1.32-�226 226 _365 299 � 0 0 v_0--_0 C_ 18A-38ad_--=.__ ..�_ _ 0.029 _-_ 1.t30 ___._0.86:_ _._; :.0 - 0 v _�_0 __ ._0:_,.._ 0 ...w0. F_--L 21A-32t s.__;_.� _ 0.020.--_.-_-.. 1.240.00 0 _. _0 _0._w.__-----0,___ _ 0 0 _ -_0.__v__ 0 F:. 21A-32t« ,...__ :.._ .__0.020._..-_.,.:_, 0.00_ :_:_..0.00..:._:_e:_:_0 .:.� -0 ^�0_P_h.m.:_0 �. Y0 µ�_�_0,M _ 0 A 61 c)AED excursion 1 -1311 1 1 1 0 Envelope loss/gain 275EII 1240 0 0 12 a) Infiltration 323 169 0 0 b) Room ventilation 1359 294 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 900 0 Subtotal(lines 6 to 13) 4439 2603 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4439 2603 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 44391 Air required(cfm) I I I 1151 2125I I I O I 0I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -1'�F- wrflghtcst�C^ 2021-Jun-0418:19:33 •� �� Right-Suite®Universal 2021 21.0.05 RSU12322 Page n PC1Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S w'rightsoft° Right-M Worksheet Job: 3969 Bmnt/main system Date: 06/04/2021 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-3005118 Web:www.perfect-home-hvac-design.com 1 Room name Office WIC 1 2 Exposed wall 16.0 ft 0 ft 3 Room height 9.0 ft heattcool 9.0 ft heat/cool 4 Room dimensions 9.0 x 10.0 ft 6.0 x 7.0 ft 5 Room area 90.0 ft' 42.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (Btuh/ft;°F (BtutVft�) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw � TM 0.065 Th 4.03 1.05 ^-- 90 --77 T -308-- - 80 ^?-0-��0 0 0 2 glazing,clr low e i 0.290 n 17.98 11.39 14 0 243 ,154 0 0 0 0 .glass door,2.glazm- Y.0,330, n -, 20.46: 10.00 n_r 0 W, Bgwall.lightdrys._ __. _n_. __-5.46______1.01,___ 0 0_.~ 0 _ 11 :Vy„': 12F=0sw; 0.065 e,. 4.03 1.6 • 7,7-54 � 218. 57� ,.0 4 -0 :'.0,. .-- 0 L-G 2 glazing;:clr low e_ _'j. 0.29D„=e';.__:.17.98 'r' 40.61.._ 0_.._ _:.0 ',.:. 0 k.. _0 _...0_O,w 0 _.__e:..0 :.. 0 W Bo wall,light dry s__4 0.088, e,__._,-5.46.na_1.01 ,_._!_ 0 0 0 0 0 0 0- 0 12F-0sw 0.065 s 4.03 _ 1:05 0 0 0 0` 0 1- 0 0 0 2 glazing;clrlow-e O'290 s 17.98 20:26 0 0 0 0 0 0 0 0 __ ..91ass door,2 glezin _ _0.330__s._.. 20.46. 16.59 _� _0_a____._ 0 .__.____0_.__ _. 0 w._ _,0 d:a.0 __ 0,- ;_0 W -..___. p 0 0--, -0 m 0 _ 0 Bq wall,light dry s___ 0.088_s-__ 5 46. 1 01 0 0 0 0 e-0 0 _�0 _ _0 2 glazing,clrlow-e 0:290 w 17:98 40.6 , 0 : 0 12F Osw 0.065 'w 4.03 1 05 , 0 _12F1,1 DO_ .__ ., " _.._ __0.390"_wµ _24:18:L, .10.t37..- :,--___0 r_._._0 __0.:._, ,__0,:__:_ __0_: ,__0_-_.a 0._. ___0 0.088 w• 5.46 1.01 0 0 0 0 _ 0 0 _0 0 __- __-, .._ _ _ - _ _ ._'- -0sw...- ..�._ :-... - _ x ,P _C _ 1613-38ad _ _,0.026 _ 1,61_ 1.32 �80_ _8,0 129_ 106 017�7 C----- 18A Bad. u:.:__ 0.029 . ._;�J.80_:._._:_0.66 ._:..e.___0 :_ _�0-.w___.;_.0 •F_.,,.-r__• 21A732t__.___-..._..__ 0.020 1.24______.0.00,a ____ _0. __---_ O___,,._.._:-.0.__.^ __--0---_ __ 0_ ----- 4 21A=32t..__'_._.__...__ 0.020 c w_0.00. _0,00:._._.. 0_. '. .. _.0.< .' 0 _..0 _ - „ .. ,._. - 77 61 c)AED excursion 1 -321 1 1 10 Envelope loss/gain 898 365 1 0 0 12 a) Infiltration 229 120 0 0 b) Room ventilation 679 147 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 1806 632 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1806 632 0 0 15 Duct loads _0% 0% 0 0 _0% 0% 0 0 Total room load 1806 632 0 0 Air required(cfm) I I 47I 30I I I 0 1 0I Calculations awroved by ACCA to meet all reauirements of Manual J 8th Ed. re `we igl�xrcof It 2021-Jun-04 18:19:33 '- -� Right-Suite®Universal 2021 21.0.05 RSU12322 Page ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S Job: 3969 - 'wrightsoft° Right-J@ Worksheet Date: O6 04/2021 Bmnt/main systemBy: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvao-design.com 1 Room name Bed 1 WIC/walk-thru 2 Exposed wall 48.0 it 0.ft 3 Room height 9.0 ft heaticool 9.0 ft heat/cool 4 Room dimensions 1.0 x 367.0 ft 10.0 x 9.0 ft 5 Room area 367.0 ft' 90.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ftL.'F (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S j Heat Cool i Gross N/P/S Heat Cool 6 _- -` 12F-Osw- - 0:065 n -- 4.(T'_ 1.05�_ ,207 -� 153 -�617 161�_. 00 0 TO 2 glazing,clr low-e - 0.290 n r 17.98 ;;, `11.39 e1; 54 0` 971 615.:,,. 0: 0". r 0 0 .gl__ ' r,2glazin: .... 0.390 _n......:20.46' 10.00: x P 0 _. .Bq-wall,light dry s_,-_.. __.._0.088 n_, �_-5.46,_ 1.01. 0 0 0_._ � 0,A ,0__ O 11 12F-06w 0.065 e' 4.03 t 1.05 .7 99�._.. 86 . '.'.'..345 90 ---- '0 0 �0 0 2 glazing,.clr;.low a :_`. :. ._. -.0.290.:He 17.98 .. .,40.6t .1. '_-14 `_ .._0 i.._, . 243:__w:'_e.548 _.:__-«:0._::' W-.Bq wall,light dry s.._-_____0.088 --e - 5.46__^1.01 _ 0__, 0 0 12F-Osw 0.065 -s 4 03 1 05, 0 0 0 _ 0 T 0 0~ 0 !^ v 0 2 glazing,clr low a 0.290 •`.s 17 98, 20 26 0 0 0 0 - 0 0 0 0 . glass door,:2 glazm- __ 0.330 ^_s _, -20 46. -16.59.. -:0 ,.,.. 0 -_ .0 a_'_0 ..___ .0 0. .. 0 0 W- Bq-wall.light dry s.._� 0.088__s_,__ 5.46__� 1,01._w 0 �0 0 0 0 �0 _0__ 0_-_ __...__.__ __.__ 12F-Osw 0.065 w 4.03 1.05 126 99 399 104 - 0'�T^ 0 „. 0 ' ^0' 2 glazing,clr,low-e 0.290 =,w 17.98 40.61 27 0 435. 'A 047 0 0 0 0, _ - 11D0 _ 0.390 w_..___24.18_....__10.67'__.__.__0 _ ._,__.- 0�_ _ 0__T____0: .___._..0. _._._:_0 n ._-'_�A.._- .--.. '0 W.. ._.-. Bg wall,light dry s._ -- .w 0.088:,.!^i..,:,, 5.46 ; 1:_01 ..- _..._ . 0.._._.._. a_ _ .__..0_ .___.._P., _._0 0. rw 0: 1?_.m:4. 12F Usw.-.._ .. _ :.,.0.085•-w._: ,.4.03 __am,0.57 0. 0. _0 166-38adr_____._._ 0.026. _,-� 1.61_ 1.32, _367_______367_ __592 485_A_90_V 90 145 119 C_,,..; 18Ac38ad:_w_ ___4__-0.029 .,c_ __. 1.80._: 0:66 0_:-,----,0 _ ,.0 , ;'_ _0 0 .._. 0 _0 0 .F_,._.. _ -,_21A-32t.___ 0.020 . .._:. . 0 0 0 _0 A 0 -------- 0 _ _ _. 0_ ___ Fr 21A-32t_.__ - _0.020 _0.00 ......0___ - 0-- ---- -_ - - __._ 7777 61 c)AED excursion -108 1 1 6 Envelope losstgain 3651 2991 145 113 12 a) Infiltration 688 361 0 0 b) Room ventilation 1359 294 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 5698 3876 145 113 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5698 3876 145 113 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load Air required(cfm) I I I 5148I 318G6I I I 144I 115I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1'�/ wrrlghotPC^ 2021-Jun-0418:19:33 Right-Suite@ Universal 2021 21.0.05 RSU12322 Page4 ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S wrightsoft- Right-M Worksheet Job: 3969 Bmnt/main system Date: 06/04/2021 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 Bath 2 Foyer 2 Exposed wall 13.5 ft 7.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 10.0 x 9.5 ft 1.0 x 150.5 ft 5 Room area 95.0 ft2 150.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft"F (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 Vu 12F-0sw -- 0.065, n' 4.03 .7_1.05 O_; O O_ O -- O 0 0 0 L_CG, 2 glazing,clr.low=a 0.290 ;n 17.98, - , 11.39' 0 ,= 0 0 0' 0 0. -„0 0 _ 0 glass door,2_glaz!r!-, __-... ..0.330" n 20,46 :,: 10A0.'..s� 0--_�.,...;_. 4 __. __ 0_w:...: ._. _._-- 4-_ _..:Q :.,.. _.50:. 0 Bq-wall,light drv.s._-_...___ 0.088__n_ -6.46- 1.01--_.-0 _.. ,_B 0.,. 0 ----0.---0 11 12F-0sw, • 0.065 a 4:03 '1.05 0 0, -�0 LL 0 0 - . 0 0. 0 '2 glazIng,.clr low e:r` :. _' 0:290 e... ,17.98:::•' 40.61_`.� 0 . :. 0'_.. u 0 _ _`.._... :0 2 lazin clrlow e - 0:290 s 17.98= 2026 l,• 'r .0 ^,0 0 M4 0 0 0 _.-0__. ___ 0_., 0. _0 0 0 0 W� B9wa,9 ght dry s-__�-__j�0.088 e.__5.4.6_ _1.01, 32 32 127' 33 0 0 0 12F-0sw 0.065 s 4.03 1:05_. glass door,.2.91azm �_,. 0.330__s,., _20.46.. .,16.59. __._ Bq wall_light dry s- 0.088 _s--� 5.4T 1.O_1 0 _ 0,-_-__-_ 0 --0__ 0 _0 _ 0 _ _0 12F-0sw- 0.065 w � 6-_•4.03 1.05 ,90 % 73 293 76 63 -` 28 113 w 4-_ •29 2 glazing,Gr low a 0.290 w' 17.98 40.61• " 17 ,' 0 310 701 74 0 252 569 :11D0---------_ _ 0.390. w_ .. a24.18 R-.10.67 _�_0._ ._.. 0._ _ :..._0._H ,._-,0_ _ __21 _--21. __.. 508:_:_._224. W _ Bg wall,.light drys__. _. 0.088- w 5.46 1.01 0 0 0 0 0 0 0 0 P_ .•._ 12F_=Osw .... ..._..,_ .. _0.065 r_-4,03':-.�-0,57 _ 0>._ , - 0 ._ :_.0. 0..',._......� 0 u_._A .:_- • 0. __0 C___- 16B-38ad__-_______-e _0.026.�_-_._._.1.61- 1.32• 95 95_-_- 153__._--_126 151 1.51 243_ _.199 .18A 38ad,,,-' __.._..-____=..0.029 _ 1.80- __..0.66..>; :_ 0.� -' 0 __-_-0.00 - .0.__. 0 _ 9 E_. .,:, 21Q-32t._c3:_..'._..,:.n _ " -0.020 .-......a:_0.00. O.OQ', m - 61 c)AED excursion 1 310 1 1 233 Envelope loss/gain 883 1246 1 1 1115 1254 12 a) Infiltration 194 102 100 53 b) Room ventilation 0 0 679 147 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1077 1347 1895 1454 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1077 1347 1895 1454 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load I I I 10278I 1365I I I 18451 145441 Air required(cfm) Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. ,� � -wrlgtst.oft^ 2021-Jun-0418:19:33 Right-SuiteO Universal 202121.0.05RSU12322 Page n PC\Desktop\Design files\Vesta-Marion Lane,rup Calc=MJ8 Front Door faces: S `Ffd'wrightsoft° Right-M Worksheet Job: 3969 emnt/main system Date: 06/04/2021 By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvae-design.com 1 Room name Bed 2 Bath 3 2 Exposed wall 38.5 it 7.0 It 3 Room height 9.0 ft heat/cool 9.0 ft heaUcool 4 Room dimensions 13.5 x 15.5 ft 1.0 x 80.5 ft 5 Room area 209.3 ft' 80.5 ft' Ty Construction U-value Or HTM Area UP) Load Area UP) Load number (Btuh/ft'_'F (Btuh/ft2) or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S i Heat Cool j Gross N/P/S j Heat Cool 6 12F-Osw - 0.065-n4.03 1.05 86 78 314 T 82 0 0 N•0 0 2 glazing,cic'low e ,, 0290 n :'17.98 11.39 8 0 135 85 0 0 -. 0 0 glass-dooP,2 glazin:.,'-.__ .v0,330;`n 20.46: 10.00 -. O 0 r 0 O 0 0 :, 0 " ,' 0 W_--____,Bo wall,lioht drvs 0.088_p._._-_5.46_-,___-1,01,-_..____..-_0_..__�__-.0.,_______,O-__..._-,._0..-.__ 0 _ 0_--0' __-0 11 12F-Osw 0.065 a 4.03, 1.05 ,• 0 0 0 0 n 0 0 . - 0 0 �--G_2 glazing,.cir low-e___:-y _`_:0.290 •_;e-'_°,,:17.98 _>_40.61-__.__,_w�.0 __. 0,:. _ A'. .0 0: __:.:..0 _.__0_ �- O 0 W Bq wall,light drys-_-._-___ 0.088„_,a- 5.46, 1.01,_0- 0 _ 0 00 __----- 0 __ 0-__ 0 12F-Osw 0.065 s 4.03 1.05 ; 41 41 463 43 - 0 0 T .0 0 2,glazing;clr low-e 0.290 s 17.98 20:26 0 0 - 0 0 0 0 0 0 _G glass.door,.2 gla7an_,_ _�0:330_s_-___20A6, 16:59,_ _ _. 0-_. __---O___ ._._.TO_.. = _0. _, __0,._ 0: __,_»_._0 - -- -• 0 _Bq wall,light drv-s 0.088__s_,,,-_ 5.46-__. 1..01_,- 0. __0___ 0 0, 0 0 �a _0. 2 glazm ,'clr low a 0.290 w, 17:98, 1.05 122 95 381 99 0- -0 11D0 _.._. ..._.v_0.390 w..._�24:18 40.61 27 0 485 :1097' 0 0 Y• 0 T 0 12F Osw 0.065 w 4.03 9 10.67. 0__ .- 0 - 0:_,__`----0 0.._ --__-0�.k.. 0 0- W-•.-w,- Bg wall,light drys »N_,_• O.OB8 Tw --, n-_5.46 w_1.01, _ 0 0 _0 0_ _ 0 _ 0 0 0 P..-.:;w_ 12F=Osw_.: :n >.0:065. _:-. :::.,_4:03.: _�0.57.r: Mry s99: 4._ -.99 a .399 _:_.56 C_ 16B-38ad_.--.__ 0.026 - 1.61_-_,__1.3.2 209. 209337•_____277_,._!81 _---811--y-130 C• ---- 18A-38ad-_.,,'_w...-__-._ - A0.029. __1.80 -_ O.66 _�,0 _0 -. .0.. 0... .__,0 _.: .._-_0.;.-_._._- 0: .F .21A-32t------------_ .__----0.020,---_ 1.24 _ 0.00. 0_ _-__,-_0 0_--_ 0--_____- F _'-..._ 21A-32t_ _ -R_ 0.020 _._ a 0.00. 0.00 ; =a...__0 �. 0. '. e_0. _.<m_'__.0 -_ _�_. 0 T -,--,.-0 a..0. ...-...-_.._..._. __._.�..__- - -' i_'..�_.`..'---•• - - .. _.tea....._.-� �....--_- _1..._.,.--.,.. .._..._u.,- .__._,u-.. __._..... - 61 c)AED excursion 429 1 1 -7 Envelope loss/gain 2215 2168 384 135 12 a) Infiltration 394 207 0 0 b) Room ventilation 679 147 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 3289 2751 384 135 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3289 2751 384 135 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 3289 2751 384 135 Air required(cfm) I I I 85I 132I I I 10I 6I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Rf.l-wrtlgfutt.otiCC 2021-Jun-0418:19:33 r ^^ Right-Suite®Universal 2021 21.0.05 RSU12322 Page 6 ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S 9 ° -wrightsoft° Right-M Worksheet Job: 3969 emnt/main system Date: 06/04/2021 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 Laundry Pantry 2 Exposed wall 6.5 ft 16.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaUcool 4 Room dimensions 13.5 x 6.5 ft 1.0 x 118.5 ft 5 Room area 87,8 ft2 118°5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (f?) Load number (Btuh/ft"F (Btuh/ft�) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 --12F-0sw 0.065 n —4.031.05-T 0 0— _0 0 r- -. -- --0 --- ._o r-_-O 2 glazing,clr low-e 0.290 n. 17.98 11.39. „0 0 0 . 0 0 0 0 0 91ass,door,.2 glazin:. -rua..n 0:330 ;_, '20.46 `.' 10.00.. -_0 0: ._. __.."...Q __.e.. 0 _. �.` _._r._ 0. .- 0 _0 _�. 0- _.. -__0 0,.._. _...-._-0_.___._ .0..___.__.__0_____._._0, 11 1,2F-Osw 0.065 , e'' '4.03 . 1.05 0 0 0 0 0 0 0 `. 0 q wall. io,t-,ry s.-.,._..M ..�......_0.088.._-n_.._....-...5.46_._.._.-1.01.. --2.glaiing,.clr low.e_-__. ___0.290..,.e:..,�,__17.98 _,-::_40.61 0___ Bq_wall,liahtdry s____Am 0.088.--A__-__5.46 -_ _1.01--_ 0 12F 0sw, 0.065 s, - . 4.03 1.05 0 „„ 0 c 0 0 ,122 T 108 435 113 2 glazing„clr low a 0.290 s', ,17.98 20.26 0': ;0 0 0 14 0 243 273 _. 9lassdoor:2glazm,..._. _ _r0.330 4s ._,.,-20.46 .__16.59. r0' _0...._...:.. 0 0 0 „_..r 0 _ _ _0 W--_-_-Bq wall°light dry s__Y 0.088.--s_ 5.46_-__ 1.01-,-_ ,0 0 0 0 -0 0 0 _ 0 12F Osw 0.065 w 4.03 - 1.05 6 0 - 0 0 0 0 0' �0 2 glazng clrlow a 0.290 w 17 98 40.61 0 , 0 0 0 0 0 0, 0 11D0:.__.._ .__: . M___-0.390__ _e _. ,24,18,-e° 10.67. .n_ .._ 0_.__ ,..__0- 0 An - :_0 q.._ _ ...-.0 u_, .:.-..0._<: 0 _.__,0 _g9_wall,_light dry s. -_ 0.088 w_ 5.46 _ 1.01 _ Q_... ..;.._. 0....__._ .,_:�_............ ..._._.____ 0 0 __0- ,P._...___ 12E-OsW -: .., :,. 0.065 ry. _`. _.4.03 0.57_ -: .M59 _ =59. .: 236.._� 33::.__ ,_'23 .__r23 �16B-,38ad_,--_,_ _--__0.026 - _1.61_ 1.32 �BB 88--- 141,_M, 116 _ _0 0 0 __.__0 C--__.,_ 18A-38ad___- _,_ ,>__0.-029_„__Y.w..-1.80: _L_0.66 ,_ U _ ._u-,-__0-�. 0 .. -,0 0 ' 0 0-_ ,__-0 F__ ,, :21A,32t n:a :...:r_.:...._- :,.:,'0:020:.;r:-...:-._jO.00- �0.00. .: 0,' _'__0;. 0__ -_,Q __-0: n 0' ' - __ - - - - - - - - - - - w , , 61 c)AED excursion 1 1 -311 1 1 1 47 Envelope loss/gain 1 377 118 1 1 769 447 12 a) Infiltration 0 0 194 102 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 500 0 Subtotal(lines 6 to 13) 377 618 962 548 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 377 618 962 548 15 Duct loads _0% 0% 0 0 _0% 0% 0 0 Total room load 377 618 962 548 Air required(cfm) 10 30I I I 25I 26I Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. -!}i- wrlgiiiftf-.oft^ 2021-Jun-0418:19:33 Right-Suite®Universal 2021 21.0.05 RSU12322 Page 7 n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S wrightsofV Right-J® Worksheet Job: 3969 Bmnt/main system Date: 06/0412021 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvaotiesign.com 1 Room name Kitchen Unfin bsmnt 2 Exposed wall 30.0 ft 272.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 13.5 x 19.0 ft 1.0 x 2573.3 ft 5 Room area 256.5 ft' 2573.3 ftz Ty I Construction U-value Or HTM Area (ft2) Load Area (ft) Load number (Bt-va a°F (BIF01 �) I or perimeter (ft) I (Btuh) I or perimetr (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool I Gross N/P/S Heat Cool 6 12F-Osw 4_�_ 0.065 n. �4.03 "1.05 0 "0 0 V 0 0_ 0 �- 0 0 lass door,Ir lazin_„ _". „0.290 n,,, 17.98 '11.39. 0 0 0 0 0 0 0 0 ' G 9 glazing. 2Ir Igow e. 0.290 n. 20,46i .::w10,00 0, 0 <4. .. 4 . 0.._.., ._..: Q�,:._. .._- :__,_U W ,Bo wall,light dry s ._•_. 0.088._:n__.__.-5.46- 1.01. 0 `Y766, 11 12F-Osw ' 4 0 065 "e •4.03 .1.05 99 84- 339 =V88 0 0. - :0 0 2glazing,cir_low.ew__ .._re.d.0:290_ e:_.___17.98 40.61 v _.-15__ ' _0.--,,___270_ __'609 0 __.0 w Bq wall,light drys_ 0.088, e,--_5.46_ 1.01- ---1 126 508 132`• 0. 0' 0 0 2 glazing,'clr low a 0.290 s 17.96 20.26 30 0 539 608 ,, 0 0 0 0 glass.door„2 glazin_,-_, __ 0.330 ,_s-_ -_...'20,46 16.59_ ,: _ _15,-•,__._. 0_: _307 _' _249 - ._,__.;0 -_v -. 0 -__ __.O _"___;_.0 1.01, 0 _0__ 0 Y0 761 _ 761 4149 12F-Osw 0.065 w 4 03 1.05 0 0 0^ 0 0 0 0 0 2 glazing clr low-e 0.260 w 17.98 40.61 0 '0 0 0 0, 0 0 0 11D0...., _-..� __0.390..mow„__.. .24,98 •..w 10:67 :,A.1-1-0-------,. .-0.,._ ,_.. 0 ,..0. _ .0 _0 W._ •_Bg wall,light,dry s 0.088 w 5.46 1.01 0 0 0 0 464 464 2529 467 F.w_ 12F Osw. :.- _._.w.... 0.065.. ,, , . 4.03:_'.w.r_0.57 0 _..,__._.•0 `�r _ 0. E 0 Q,__,_ ,16B_38ad"___,_,,_ 0.026 - _1.61- 1.32, 169 169 272 0.029 1 . 0.66 ;_ U_ 0 ..,aT O u 0._-..v_:_ _ 0 _ 0 , '0. .80 _21A-32t___ .__ 0.020 �,.n_-----1.24, 0.00,_TM _,_A_,__.___0_.___., ,_0_..•.- 0_____2573_,___2573_,�3191, 0. '._;},_:_.0.020_..=:,.'._..,..._0.00:`';M:,_0.00. z_'aaa,._.�0:.m..._.:w _0;m.,__<. w,.0 _ __.__ 0,.__. _.0 .. _,...._0 0,�. ._ ._0' • • 61 c)AED excursion 1 -107 -217 Envelope loss/gain 1 2234 1802 1 1 16547 2250 12 a) Infiltration 430 226 3901 2047 b) Room ventilation 679 147 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 1200 0 Subtotal(lines 6 to 13) 3344 3375 20448 4297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3344 3375 20448 4297 15 Duct loads _0% 0% 0 0 _0% 0% 0 0 Total room load 3344 3375 20448 4297 Air required(cfm) I I I 87I 162I I 5301 206l Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - i- wrygl titt�uf t° 2021-Jun-04 18:19:33 �°^' ^�*°•^A TM Right-Suite®Universal 2021 21.0.05 RSU12322 Page ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S -wrightsoft° Right-M Worksheet Job: 3969 Upper system Date: 06/04/2021 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 Upper system Bed 3 2 Exposed wall 96.0 ft 28.5 ft 3 Room height 8.0 ft 8.0 ft heat/cool 4 Room dimensions 1.0 x 170.3 ft 5 Room area 560.0 ft' 170.3 ft' Ty I Construction U-value Or I HTM 2 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 I Cool Gross I N/P/S Heat Cool Gross NIP/S Heat Coal 6 12F-Osw 0.065 n, 4.03 1.05 .-160^ 133 536 w `140 ^.116' �89 359 - 93 2 glazing',ciclow e - 0.290 „n 17.98• .,11.39 - 27 0 485, . 307 '27 0 i 485 307 w 9lassdoor,2gla�in _..._ -.�3w_0.330. .,nw .:....0..00 _0.00, .:.,_ �.0..... -.0 --__,_0;088.__n _.._....__..0.00_ 0.00... _ __.._0._.._a_..__._A....._._...--_,. 0.._.--M_.__ 0 11 12F-Osw 0.065 e" 4.03 .1.05 224 "'-224 r 903 235. 11 112 451 118 .2glazing,-61r.lowe __;_._0.290_.e-_-w.. 0.00 Y.-,0.00 _..0_:__:_'_0__.,___0 -0 :+.-__.0.:�-_____-_0 __0 W_--.._. Bq wall,light dry s---._.__-.,._.__0.088 e _0.00 ,�_0.00..-_,--_0_-_�_•-0____ 0-__._.___O.---0._- ___0 __�_0..-______._,0. 12F-Osw 0.065 s� 4.03 '1.05 - `;'. 160 .133 536 140 0 0 0 0 2"glazing;clr low-e 0,290 s; 17 98 20.26 :-, 27 0 485 547 0 ,., 0 - 0 'u 0 _.:,.. glass door,:2glaziri.._. :_u__. 0.330 'w_s_.__.,_0.00: _ _.._0.00._. 0. ::.: ..-:0 _..___ 0,: _...,:__0., 0,..' _ __0 _�__. 0. __�___-0, Bq walI..Iight drys_-_-_^0.088^s_.___0.00- _0.00,- 0 0_ - 0 _ �0 - 0--.--.,0 _0,-_ _0 w 12F Osw 0.065 w _A.03 1.05 224 224 903 _235 0 0 - 0 0 ar--' 2glazing clrlow-e 0.290 w '0.00 0.00 0 0 0 0 0 0 0 0 _71D0-„ 0.390 ..w.... .'_:0.00.k.. 0.00 '0 _..._, .0.- .____. .,0, 0:_ _.- .._0..., _...-.0... _. __0 w.. _. .. __.` _. W Bg wall,_light drys,___ 0.088 w 0.00 0.00 0 0 0 0 0 0 O N 0. P t 12F-Osw,_ 0- C„ ,16B-38ad.___ __ 0.026_ - _____1,61__ 1.32. _ 560__ ,560 903____:740-_170_ 170� 274 225 C_, __::18A-38ad ._.. _ 0.029 _T___0.00.,, _.0.00, _0 0 .-_ 0__.-- .0 ,_ ___0'm _._0_ __. _0. . 0.020 0.00 _-_0.00____0__.___--�-0 ----- _____--0- --- _0-----O-----0 _-Q F. _.. .21A,32t,_.._ Yw:.a.._,:_u- `;_0.020,%..N_ ,..'. :0.00 ,' .'a0.00.:%.. 0 , - - - s. . S-_ 61 c)AED excursion 1 99 -17 Envelope loss/gain 1 4751 2443 1 1 1570 727 12 a) Infiltration 1224 642 363 191 b) Room ventilation 1359 294 679 147 13 Internal gains: Occupants @ 230 2 460 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 7334 3839 2613 1294 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7334 3839 2613 1294 15 Duct loads 0% 0% 0 0 -O% 0% 0 0 Total room load 7334 3839 2613 1294 Air required(cfm) I I 600I 600I I I 214 202 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. A- wr-10ftTs4;att- 2021-Jun-0418:19:33 '4'a�� ^' �^ Right-Suite@ Universal 2021 21.0.05 RSU1 2322 Page n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJB Front Door faces: S 11t wrightsoft° Right,J® Worksheet Job:Date: 03969 610 20 Upper system Dana By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-6118 Web:www.perfect-home-hvac-design.com 1 Room name Bed 4 Bath 4 2 Exposed wall 26.0 ft 15.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heaUcool 4 Room dimensions 14.0 x 12.0 ft 1.0 x 63.8 ft 5 Room area 168.0 ft2 63.8 ft2 T Construction U-value Or HTM Area ft2 Load Area ft2 Load Y ( ) I ( ) number (Btuh/ft;°F (BIuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 121-Osw 0.065 n" 4.63 1.05 - 0 0 �p"0 '_ 0 _44 44 177 �-46 2 glazing,clr low a 0.290 -6 17.98. _ 11.39 +_`T'0 'YN 0 =0 0 0 0 0 0 gtass door,2,gl6zin__....:, zl,._�0;330_p, ... ..0:00. ...--0.00,, :,',. 0 _:_.Q.... .,:_...:_.:0 ..... .k .- ..... 0 '..• O ._. _,..0 Q -N! _.Bq wall..liaht drv_s.___..______0.088,_p._..._.._.._.0.00-. 0.00. 0,._ _ _.__0 ._ 0.__.....__.. 0 ._ �O _.- 0 1 1 12F-Osw " ' '" 0.065 a 4.03 : 1.05 - 112 112 451 1.18 - 0 0 �,. 0 0 .2.glazing,cir_low e�, _.._.,_._0.290_,_e- __, 0.00w -0.00.:, _: 0: -0,._._.-. _. 0..___ __:,0 ._ __.0 _.`_.. __0_'_._ .L�._0 _'__0 Bq wall,light dry A-_____-.__. 0.08S ,_e_ 0.00,____0.00,__ �T_0 0 ____Q__-._ 0 _,V,_0_ 0 12F-Osw, 0.065 s 4.03 1.05 96 69 278 72 0 =, 0 0 �0 glazing,clr low-e 0 290 s„' 17.98 20 26 27 0 485 547 0 0 0 0 __. glass door,2 glazin_._._. _0 330 s"., -._. 0.00. _._0:00, __.,.0-._ ____,0. :r.0 ___. __..0.._ 0._w_ ._._.0. _...0, ___ _._0. "Bq wall,Iiqht drys-_.____0.088, ___� Ws_ 0.00 _ _0.00. _ 0 0.___.__�0 _�_�0-_� _0________._0. ___0 __"0 12F-Osw. 0.665 w 4.03 _ 1.05 0 0 "."0 0 80 80 322 : 84 _ 0.00 0 0 0 ..0 0 0 0 0 _.._.,,_ ..1DO glazing,olriow�µ N _ __0.390 .w....__,..0:00; O.00 _0'.... :... 0 :-. OO w_.,_ _ 12F Osw,' '_. ,._ - 0:065,,;w -0.00. .v_0:00 _':`f.', 0 F 0 . _.,0_.,......_ .._..__._._�___..__Q.. 0,_.._a,�.._.0 gwa,-ig_t_ry_s 0. 88 w 0.00 0. 0 _ 0_ _ _ 0 Q_ 1613-38ad--, 0.026 _ 1.61, 1.32 _168 168_,__271, 222 64 64 10$ µ_64. 18Az38ad__ w_-...__. :� 0.029 w_..__--_0.00.w_.: 0.00. __ 0__ _ 0 _0,__", ,_0. _'_0 F- - 21A-32t, ---- - -0.020 c_' 0.00, 0.00. _.___ 0,____-__,�0__._ _0 --- 0 -- -- 0 -- -0 0 -----0 F.__`, ,..21Q-32t_„__>'_. _._._._. '_.'- .._0.020 ' 0.00. _r..'0.00 .- „',-- ,0_ :,.._ :M,:....0_,. .__:.,0,._. 0..., .. .__0 ___._.,._0 1:.__:_,,' 0:_.. ....... 6 c)AED excursion 1 128 -4 Envelope loss/gain 1486 1087 602 210 12 a) Infiltration 331 174 198 104 b) Room ventilation 679 147 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 2497 1638 800 314 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2497 1638 800 314 15 Duct loads -0% 0% 0 0 _0% 0% 0 0 Total room I I Air rrequi dl 497(cfm) I I I oad 2204I 1638 256I I I 800 14 65 I 349I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -!�}t-wrlgtnR��oYt^ 2021-Jun-0418:19:33 Right-Suite®Universal 2021 21.0.05 RSU12322 Page 10 n PC\Desktopmesign files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S 3969 J. wrightsoft° Right-M Worksheet Job:Date: 06/0 2021 Upper system Dana Morley 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 Hall/strs WIC 4 2 Exposed wall 13.0 ft 13.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 118.0 ft 5.0 x 8.0 ft 5 Room area 118.0 ft' 40.0 ft' T Construction U-value Or HTM Area W Load Area W Load Y ( ' I I ( ' number (Btuhlft'-°F (Btuh/ft�) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I Cool j Gross N/P/S Heat Cool _...__._.e_._ -.. , 6 12F-Osw ,... - 0.065 rr' 4.03 - 1:05--, 0 ,- 0 0 .. Q p 0 0 2 glazing,clr low a 0.290 ` n 17:98 41.39 0 0 0 0 0 0 0 0 glass door,2 g!azjn _.__._._0.330 n_.... 9 9Q` :s 0:00 ._�Q r 0. _.. 0. 0 _09 _.9._._ _ W--._..Bq wall.light dry s._..----.->-.0.088.--p_.--.._-_0.00-_-0.00.--_-0'___n__ __0.__ n0____..___0 - 0---..._-____Q___.__._ 0____011 12F-Osw '_ "0.065` e 4:03 :1.05 0 . 0 ' 0 0 0 0 0 0 .2glazing,clr_low e__ ,,0.290 e____.0.00 0.00:_ �__: 0=�_ _0_.,.. 0 _...-.._:--0__---0_w._._ _0_ �,_.-0 . __ 0 Bq wall,light_drv_s._._._ 0.00...,_._-,O.OQ------0 -0_-___..--0-__, ._ __._--0___0 12F-Osw "0.065 s• 4.03 - - - 1.05 s. 0 0 m 0 0 64 64 ; 258 67 2 glazing,.cir low-e 0.290 a 17:98 20.26 ,• . ,°; -0 0 0 0-20 0 0 0 glass door.2.91azrn_: 0.330, :.s:: 0.00.. 0.00. _ :.. _0._ _.._. _.0 ..0.__: ..-._0 „_.. _0 ...._ �_.. 0 ... .._ _0. _. 0 W_ - Bq_wall.,light drys -...-_._0.088 ems_-. .._._-0.00. -T0.00 ._._--.__0_.- -___._0- 0 12F-Osw 0.065 ,w- 4.03 1.05 1C4 104 419 _ 109 T' 40 40 161 42 2 glazing,cir low-e 0290 .40.00 0.00 `0 0 0 0 ' 0 0 0 0 0.390,_._w. 0.00:._ 0.00;_ _ 0 4 _0 0._� -0 .__.___-_0 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 L.-- - 0.065_;:_ .._.OAQ �-O:0o'�----0 0 ..: ......0. .C,,- 16B-38ad 0.026 __..__1.61_.__.._1.32 118. w. .._118 _ .-190_ 156 40._. _. .. 40 _64._ 53 G.:.`- . _18A=38ad _ a,:. ._ -,__0.029 .. _0:00;_ .;0.00 . .0: ..._ .0. .- 0 �,..._.0._.f._.___.0 : _,J6, -F x_ - 21A-32t_____4 ___.�---0.02Q T,_- 0.00 _~m__0.00 E_._.__ ,21Q,32t._. -T----...0.020 0.00_,.:: .0.00 -:____" 0._ ,._:-..-,0.. _;_0 ' 61 c)AED excursion 1 -5 3 Envelope loss/gain 609 261 484 159 12 a) Infiltration 166 87 166 87 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 775 348 649 246 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 775 348 649 246 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room Air requi dl oad(cfm) I I I 763I 348 54I I I 653 I 238I Calculations aaoroved by ACCA to meet all requirements of Manual J 8th Ed. "�'tw�tghTZx�otPt^ 2021-Jun-04 18:19:33 • a-- Right-Suite®Universal 2021 21.0.05 RSU12322 Page 11 ...n PC\Desktop\Design files\Vesta-Marion Lane.rup Calc=MJ8 Front Door faces: S 1 • � � e • ,� 1 �l � ,- • � �`� , + y., ire xx � � J � 1 .,,�: � � - .;.�.._ �ar'' �. i Al INr ti t Yam 'ti sy `. � a f A 1_ - - .. „ ,aA�: +� ..fir.. o '�'�� ' .~ '•+. 1i �t' � .. �.rf __. ti� ?-'a��vw•ri'_��11� � _ 1�_'• `�� 1-' t now" • ,,'� M' , r r.. _ P I �`�4w.'� 1► � � .�, „ ... _ _ i •�. - - - - . ;.;.. /� . � _ _ _ . � sL� .?- 4 .1 � �• - •y, two, � '.. yw.{ :-.. � A�tx: ?*ti • LLti� "-'.C' t� ry L LL~+� �,,,;��,,�� `yam y.,y .� ;�� +++iii,�y� .rt'��+.��v�f`its.,��.�.i'.h,}" c,��4!�'i.�d+l+zf.�.... _ ?�4'_+�..�`K�1id:l�` VA - ' r • ' _ti v YAW ,r r l • � , . soda �^ �� .10a 4 n •r � L Y� fjr c A ,��ti rN1 t r r b 1'mb r. `4 r . 1 Af � V ��t + i _ a I IL oil lei, r t4 ; ME r r r/ x t 1 1 1 s �® • 1 • e d 1� / r• e e 1 • • MIMI MY s a o: o NSUL ATION. � r of P42 'Miff U OMAN • 1 0 ® g d s '� i MIMI MA � • � .. .. I �Il. � ��f ..� _ � � � ilk � �� i s — I � i r. .pS�fF01't�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT C, o Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ?o • o� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �`' Building Inspector: F E B 2 3 P022 - �''App.lications:.an "applications well riot be accepted. Wh6re'the Applicant is,, s not the owner,ari :,v , -) Owner's Authorization form(Pagem2)shall be completed. f Date: February 16, 2022 t. Name: Angela Geras scTM#Z000- 31-8-1.2 Project Address: 460 Marion Lane East Marion Phone#: 917-301-3406 Email: Mailing Address: 3410 Galt Ocean Drive, Apt 1701 N, Fort Lauderdale,FL 33308 ".CONTACT PERSON• Name: Stacey Bishop--East End Construction rSe�rvices, LLC Mailing Address: PO Box 63, Southold Phone#: -905-4382 Email: modulargal1 , SI N PRO ESSIONAL INFOR ATION::DE G F M Name: Ken Woychuk PLLC__._._._— _ t Mailing Address: PO Box 153, Aquebogue, NY 11931 _ Phone#: 631-298-1588 Email: kmw250@yahoo.com CONTRACTOR`INFORIVIATIOIU '•t Name: PENDING: Owner awaiting responses fromp3 licensed contractors _ __ Mailing Address: Phone#: Email: y N N TRtJ I N:ESrRIPTlO OF PROPOSED COS CT O ®New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other New Modular Home,vacant cottage stripped for use as storage shed,existing septic to be abandoned $ 875,000 Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? ❑Yes. BNo 1 r" PROPERTY INFORMATION'= Existing use of property: Residential,vacant cottage onsite Intended use of property: New Modular single family 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. CFieck,Box After Readiri : The owner/contractor/design rofessional"is res onsible for all'drainag a and storm water issues as"provided by pte g .P ,P g , Char 236 of the Town Code.'APPLICATION'IS HEREBY•N1ADE to the Building Department for the issuance of a Build'ing'Permit pursuant to the Building Zone Ordinance of the Town"of Southold,Suffolk;County,New Yorkand other applicable Laws,Ordinances or Regulations;for the construction of buildings, .,additions,alterations odor 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)1or 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: Feb 16, 2022 STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Angela Geras residing at 3410 Galt Ocean Dr, Apt 1701 N, Fort Lauderdale, FL 33308 Stacey Bishop-East End Construction Svcs LLC do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. February 16, 2022 Own s Signature Date Angela Geras Print Owner's Name 2 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: S G� 017 (Last n ,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a com .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 G� 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 f� 20 8(P- Signature Print Name AGENT/REPRESENTATIVE 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: S cn(r P— As L CorJS`�,21.EC1y .� JJCJ LLB (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 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,parentior 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,aPlitcant 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 ofAz; '-�L 20 V-2— Signature a✓ Print Name BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD co c" Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 .Temporary Certificate # I3S. Date ,l l- 14 2022 Customer Name Electrician Name r? I,�C �_ Q(d I Address L11-I Q2() (,�VIUYI i1�'id �� Phone - a e-mail e-mail Ah V4 In -2. -PC�'it yhal( Phone License# M - 5 a 6 Size�A Phase I Overhead Underground ✓ #of Meters Remarks #.of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N y 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 f 3day �frodate Bove. .Authorized by MO&J- �Oft BUILDING DEPARTMENT-Electrical Inspector ell BUILDING OF SOUTHOLD . _ Town Hall Annex 54375 Main Road - Pb box 1179 Southold, New York 11971-0959 �y • �°� Telephone (631) 765-1802- FAX (631J' i Q2 roger richert a-t`wn.southold.et`- Usu APPLICATION FOR ELECTRICAL INSPECTION Date: - !- . .. E 'UESTED-BYf } Company Name: Company l J f�!� z,. F License No.: lIkI If - 2 .Z a email: Address: 1 -1-2 i H t- /�� - `'lG� -� • C 34,. Phone No.. ..r -JOB SITE INFORMATION: (All Information Required) ' 'Name: cc 0 Address: d7e6 v ��/'; o r.J Cross Street: irrN� "' ' v^ Phone No.: Bidg.Permit M email: Tax Map District: 1000 Section: Block: . Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) F �" -.. /Uf, /,I D (-f �..� h�o ref 1- ey; A/. � c►-+ . Circle All That Apply: Is job ready for inspection?: YES 14 gO ) Rough In-. Final Do.you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required). Servi Size 2-4y 1 Ph 3 Ph Size: "Z(gQ A #Meters .L . Old Meter# _ New Service, Fire Reconnect-Flood Reconnect-Service Reconnected U dergroundr Overhead #Underground Laterals 112 H Frame Pole Work done on Service? oy— N Additional information: PAYMENT DUE WITH APPLICATION Request for Inspection Fonn ds r /"f �(//�/�U . . r�7� 3i bp ' r 5 cZftW 50 -. aD M40" c5-° OVCZI�51 ! Kt 1�` FFK� BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD . _ Town Hall Annex-54375 Main Road - P6`80x 1179 40 Southold, New York 11911-0950 �y,• p'�- Telephone (631)765-1802- FAX(631,�`75502 roger.ridlertOtown.southold.t9Vr:Us- APPLICATION FOR ELECTRICAL INSPECTION 1= - E( Date: VESTED-BY: . ..'` Company Name: Name: V t �,yl�-, .�z email• License No.. - ® 6'� .: �!e c-�: % �• w Address: 2(, ' Phone No. Cr 3 /_ .1 �(v Z ��! R. { l:JOB SITE INFORMATION: (All Information Required) Name: e Address: q6 U ��/', o r� �.�,�� d�t� a - ,,.�,. n�; r Coss Street: t3, Phone No.: Bldg.Pennit.#: email: = ' Tax Map District: 1000 Section: L Block!-: BRIEF DESCRIPTION OF WORK(Please Print Clearly);, • . �� `' Circle All That Apply: Is job ready for inspection?: YES lC /- Rough InF' �.. . :�, : Final Do you need a Temp Certificate?: ES NO Issued:On Temp Information: (Ail information required). Sena Size 0(i (I-Ph,3 Ph Size A #Meters .L... 'OId'Meter#,. New Ser tce- Flre Reconnect-Flood Reconnect-Service Reconnected U derground Overhead #Underground Laterals 1 2 H Frame ) Pole Work done-on Service? Y N Additional Information: _7 .PAYMENT DUE WITH APPLICATION_ T / Request for inspection'Form:xis r �tpA ly w � : 441, A . 5J zpw 00 �. va e Kt 11` ��a fast ffldf9flStPL1diVfl ACS. ZZf Modular Home Dealer License#DL90001395 PO Box 63, Southold,NY 11971 (631)905-4382 .............................................................. 30 West Main St 776 North Bend Rd Suite 208 Suite A .Riverhead,New York Surry,Maine *office hrs by appt only *off ce hrs by appt only February 18, 2022 Application for Building Permit: 460 Marion Lane,East Marion New construction—Modular Home *Modular home and foundation plans detached in box I Stacey Bishop 631-905-4382 �1 F F 3 2022 T. 1 D E C " W E JUN 2 8 202 DD 13St[fld fL7flSM1fAVfl SVCS. 12- BUILDING DEPT TOWN OF SOUTHOLD Modular Home Dealer License#DL90001395 PO Box 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 June 20, 2022 Hi Amanda, Enclosed please find four(4) "hard copies" of the elevations showing the heights for the permit application for 460 Mation Laner, East Marion. I am aware the Owners are still waiting for the revised foundation plan from their engineers. I've inmstructed them to forward hard copies to your attention once completed. If there's anything else please don't hesitate to let me know. Thanks! Please feel freee to contact me if any additional information required. Thanks! Stacey Bishop (631) 905-4382 PO Box 63, Southold,NY 11971 1 fast ffld f9flStPVfA9fl secs. z1f Modular Home Dealer License#DL90001395 PO Box 63, Southold,NY 11971 (631) 905-4382 ................................................................ 30 West Main St 770 North Bend Rd Suite 208 Suite A Riverhead,New York Surry,Maine T *office hrs by appt only *office hrs by appt only December 19, 2022 Hi Amanda, Per our discussion earlier enclosed please find two (2) copies of the Foundation Location Survey for the jobsite located at 460 Marion Lane, East Marion. If there's anything else,please don't hesitate to let me know. Thanks! Stacey Bishop (631) 905-43 82 PO Box 63, Southold,NY 11971 DEC 7 2 709`1 BUILDINCDEPT. 1DVMOFSOtM40LD 1 S.C.T.M. NO. DISTRICT: 1000 SECTION:31 BLOCK: 8 LOT(S):1.2 #R-21-0379 DRAINAGE CALCULATIONS: A)DWELLING FOOTPRINT=3324 SOFT. 3324 x 0.166=551.78<552e(REQUIRED (3)8'DIA x 5'DEEP DRYWELL-664ef PROMDED \ B)DRIVEWAY=2500 SO.FT. \ 2500 x 0.166-415cf (1)B'DIA x 10'DEEP DRYWELL-442tf PROMDED \ LAND N/F \ SUFFOLN CouFOR APDEPARTh¢NT OF HEALTH FOR FFCC PERIOT FOR APPROVAL OF CONSTRUCTION FOR A OF VEDA DALEY + 3.0'S \ LANDOF/F SINGLE FAMaY RmoENCE ONLY WILFRED JOSEPH 1 0.J'E pip \ SALLY& RICHARD PERRONE DWELLING 1N \ DWELLING DATE 1011121 H.S.REF.No. R41-0m W/WELL CE EL 32.0 \ W/WELL APPROVED 4r a>w 1L. OVER 150 F� \ OVER 150' FOR MAxmuM OF 6 BEDscams 51� °�SryO \\ EXPIRES THREE YEARS FROM OATEOFAPPROVAL \\ ss GEXISTING� a9 \\ AwadoomelCofmiubs-iftaYslmmmobem 1 STY X6 \ oadblim mwilU TaTAWelt mmit 9.O'N MASONRY E 1.5 / COTTAGE �• \ / P + M-080 npsoof #460 (LP. �•'.".'. TO BE STRIPPED AND STORAGE ''O.'::' RE-PURPOSED FOR STORAGE pqS NQ 4'x7.5' DRY,NO WATER,NO SEPTIC SEPRC TO BEUTILITY \ ABANDONED AND ROOM A9 A EL 33.3 CUO COARSEsUNO. 3.5'x3.4' PROPOSED UMIT ,n \ p OF DISTURBANCE t G 0.1' sak,.x 28.8D S.F.c y(OG \ LAND N/F OF n DEMETRIA GAVARIS TYPICAL CLEAN OUT CPO 1^ EL(J2.5)'^6Y WE 31.7 \\ VACANT SLATE OR 8'DIAx5'DEEP \ 150' OR SUITABLE COVE STOPPER PLUG END EL J3.1 EL(32.5) \ 6 :: .50 ...:... 30' ELBOW ......:.:'. `$� \ // 5°t1 :::::•:::::::':.::. DRY WELL \ / 60' WYE +� ¢pl'::• -. 8'DIAx5'DEEP \ /� DRY WELL � LAND N/F 8'OW5'DEEP :��,A;{1`1;�96::: � EL(31. / \ FLOW OF r1 ::':��:::::::: :' Qosf° PROPOSED \ COUNTY OF SUFFOLK _ ppoGpp p'I STAGING AREA y/ \ VACANT J 9 " `01 EL 31. / \ DWELLING 150' Z2• C.O. :; 9'DIAxIO'DEEP / \ W/PUBUC WATER "I CONCRETE WASH OUT AREA TYPICAL SILT EL(J2 0)\, \ O. IN BED OF PROPOSED DRIVEWAY. \ SCREEN SECDON \ S.i \ GEDTExIRE FASM 32.1 \ suPPaRr Po" PROPOSED '\ 0.B SOe Noon OR NETAE 6 BEDROOM L.P 31.2 ft• +'�. + L1DW DIRECTION SANITARY SYSTEM \ MON. ExuvATED AND 2000 GAL S.T. 10'0 \ 'H 5T7 (.pt• \ T+,t, eacxDUFD iRQ1T:N (1)1O'0x13'DEEP L.P. X ocmnc aDuao \ G 0.4'E LAND N/F \ KARENF SAUVIGNE \\ \ ado DWELLING \ W/PUBLIC WATER TATYY EL 1.4 U SU CI T TO EP SEDIMENT ON SITE HAY BAIL AND/OR yG' ��\' '•\ 669 // / \ N\. SILT FENCING p Z EL 0.8 a o. . O' �.. MO j ELEV. 31.2 w' CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. OL OR BROWN 1 1, FILL TO IS-(MT..)ABOVE EXISTING GRADE FOR DRAINAGE. SANDY LOAM / TYPICAL DRYWELL CROSS SECTION / BROWN (CONC. PRECAST COMPONENTS) SM / GAMY SAND 2.1� EL 30.0 CONSTRUCTION 6'MAS TOR NDN-TRAIFIO BFMWO ENTRANCE a•51.1E RNi 11Ufi1O BEIANIG _ BROWN MPflDVED INLET PIPE CAST NiYI RUNE AND MPRDVED dIREf PRE SC LAYEY SAND 2.4' PTioWrtoAT Dw cavm m tlUDE TO pPWArmA•GNIA 51A0 + nil P C®T/a�T S56° y0Y19 LAND N/F BROWN ® ED O\ DIANE DALESSANDRO SP MEDIUM 11.a' \ VACANT REVISED 03-08-21 & \ GRAVEL \ \ ZONED R-40 \ FRONT YARD: 50'MIN SIDE YARD: 15' MIN, 35' TOTAL NO WATER REAR YARD: 50' MIN 17' 3ceMuw" 8 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL JUNE 1, 2015 BACK FILL MATERIAL TO BE K. WOYCHUK LS CLEAN SAND AND GRAVEL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 40,208.38 SQ.FT. or 0.92 ACRES ELEVA77ON DATUM: _NAVD88 -----_-- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST7TUT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTON OF FENCES, ADDITONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTRURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE THE OF SURVEY SURVEY OF: DESCRIBED PROPERTY 0FNFI�,r CERTIFIED TO: ANGELA GERAS; MAP OF: `P ESN M WO 0 rCy FILED: SITUATED AT: EAST MARION r x O TOWN OF: SOUTHOLD � 4Y KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 2s osoe62 �J Professional Land Surveying and Design FD S� P.O. Box 153 Aquebogue, New York 11931 FILE # 17-185 SCALE: I"=50' DATE: JANUARY 5, 2018 PHONE (631)298-1588 FAX (631) 298-1588 `'•� N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth N. Woychuk 1 1 S.C.T.M. NO. DISTRICT: 1000 SECTION:3I BLOCK: 8 LOT(S):1.2 #R-21-0379 R (7 n Rn DRAINAGE CALCULATIONS: A)DWELLING FOOTPRINT=3324 SQ.FT 3324 x 0.166-551.78<552cf REQUIRED E� / W",) (3)B'DIA x 5'DEEP ORYWELL=664cf PROVIDED \ G B)DRIVEWAY=2500 SO.Fr. \ 2500 x 0.166=415cf (1)8'DIA r 10•DEEP DRYWELL-442cf PROVIDED \ LAND N/F OF ALEY 3CO;S \ LAND N/FVEDA WIL RED OJO EPH (• o.J E \ OF ,11• \ SALLY& RICHARD PETITIONS DWELLING IP 4.0 S DWELLING OVERELL 1 0' 6 f�G� EL 3z.D \\ W/WELL OVER 150' EXISTING o \ I STY n 9.0'N i. •: MASONRY E 1.5 L 33. :.'b� COTFAGE #460 \ / STORAG TO BE STRIPPED AND / 4'x7.5' RE-PURPOSED FOR STORAGE n•� \� DRY,NO WATER.NO SEPTIC p \ UTILITY a ROOM 19 EL 33.3 3.5'x3.4' PROPOSED LIMIT \\ OF DISTURBANCE t 28•00 S.F.* s 0.VE LAND N/F OF i STK. DEMETRIA GAVARIS TYPICAL CLEAN OUT �' T^ EL(32.5)r� E� '" \ SLATE OR ado ''�DRr w&31.7 \ VACANT SUITABLE COVER STOPPER END tJa EL J3.1 EL(32.5) n39�� 8'DWS'DEEP \ 150' OR PLUG K. �On 3D 6 0O. J 30' ELBOW °'? ;,,;,1,•....._'1"AA 20 ,0� \ // .. G�RA=E DRY WELL \ 604 WYE 8'DIAx5'DEEP \ /� ORY WELL 6y >L n'Ev' a ` ;, ) STK. eOIAx ' nr FLOW— LAND N/F S' / \ COUNTY OF SUFFOLK OF �1.9 � ' �66`r`5$ QRO��pJEp1 STAGNGSED AREA y/ \ VACANT 150' 10'DEEEL 3t. / \ DWDWELLINGB'DIA C 0 xP 'CONCRETE WASH OUT AREA \ W/PUBLIC WATER SCREEN SEC PROPOSED LL(32.0)\. \ W BED OF PROPOSED DRIVEWAY. \ SCREEN SECTION 6 BEDROOM \ ' �" GEOI SANITARY SYSTEM S.T{,�5}O/G \ ExIRE FABRIC GAL S.T. 10'0 32.1 \ 0.6'S \ SUW0PP� POSTSMETAL ORTOR (1)10'0x 13'DEEP L.P. L'P \ 3t.2 �f� � \ FLOW DIRECTNIN \ MEN. `E0 �. UMATIM AND '\ C3sO BAtltFll1ID TRENCH \ 0.4'E \ EXISTING GROUND \ a LAND N/F .i Poo\\'.Zo a KAR NF' SAUVIGNE \\ \ CPO DWELLING ,\ W/PUBLIC WATER EL 31.4 Zo\• q\ P\% �1. 50'MIN. cPpG\ BUT SEDIMENT ONSITES Zo\o\ STK. HAY BAIL AND/OR O'Q ��'\''� N:56y9 r- SILT FENCING w. STK. EL � o m� \P�... o /`v?. /44�:. N Mo/ w fR f p' T�/VSI.NE TRUCTION ENTRANCE-FOUNDATION OF COMPACTED ELEV. 31.2 w BLEND OR N.Y.STATE D.O.T. APPROVED R.C.A.OL DR BROWN • O 18-(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. '\ •�? / SANDY LOAM TYPICAL DRYWELL CROSS SECTION / BROWN (CONC. PRECAST COMPONENTS) SM / LOAMY SAND 2.1' EL 30.0 CONSTRUCTION STK. ENTRANCE a'STAB TOR NON-TRA B'STAB FOR 1RAFFIC BARING BROWN HEAw Dun APPROVED dLET PIPE CAST IRON FRAYS AND APPROVD)OUTLET PIPE LAYEY SAND uw."D. mw+ro GRAOE TO M. 4'V mNcs Sc 2.4' uw 4-- PITCHED v4„• 035 PTR]RD I,a 7,• S OF c,6 6�19 LANDN/F BROWN ®0 0❑ PIPE MEDIUM =0 0 0 \ DIANE DALESSANDRO SP SAND 114' \ VACANT REVISED 03-08-21 GRAVEL \ \ ZONED R-40 \ FRONT YARD: 50'MIN SIDE YARD: 15' MIN, 35' TOTAL NO WATER I REAR YARD: 50' MIN 7 7' 3 MIN. � $' JUNE 1. 2015 COLLAR THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL BACK FILL MATERIAL TO BE LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS K. WOYCHUK LS CLEAN SAND AND GRAVEL AND OR DATA OBTAINED FROM OTHERS AREA: 40,208.38 SQ.FT. or 0.92 ACRES ELEVAT70N DATUM: -------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 77-IE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY ��OFNE�,r CERTIFIED TO: ANGELA GERAS; MAP OF: `P N M cc)y FILED: �� c SITUATED AT: EAST MARION TOWN OF: SOUTHOLD n <v KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �,s 050882 �, Professional Land Surveying and Design FD 5� P.O. Box 153 Aquebogue, New York 11931 FILE # 17-185 SCALE: 1"=50' DATE: JANUARY 5, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.$ LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 8 LOT(S): 1.2 - #R-21 -0379 �► (a \ C Fo d "'\ LAND N/F \\ 4)!o OF FC, LAND N/F C VEDA DALEY 0.3'E \ OF WILFRED JOSEPH 1��6 4.OFS \\ SALLY & RICHARD PERRONE ti 9.0'N MASONRY \ 2�1�� STORAGE (DRY) STORAG c'� ':•:::� �o� \ // 4'x7.5' ? STORAGE 19 4 \ ROOM \ 3.5'x3.4' SrK. \ \ DRY WELL 6 �00 \ LAND N/F a'DUIx5'DEEP OF STK. \\ DEMETRIA GAVARIS WINDOW DRY WELLate° WELL DRY \\ SWTOOOOP rp STK. .WEDOLLW \ '�:: ; »i»:iiiii WODD '9 g ..k•nr.;;;:a:+:ti::;iiti:i:%%i'c:� STOOP :a:. �g \ m.:: r::xxrxxx. xa:. :;:•:::::r:-: •s 1� DRY WELL \ MON. :.....::;r.y:y:rw::::.x - ,+F•:%%:?::. 8'DIAx5'DEEP X 6:•8r.'rri:DWELLINO;t;;i>3:...?..��'�" / LAND N/F :•:::a •:=.;x;;:<;•;;•......•x..........tip �• o...........:.::::.:.:::::..::•:::::•::•:: COUNTY OF SUFFOLK 22 ;;„ ?;:%: w'•e' ti'yn°: O \ ;`rir`rr:`::... 8'DIAx10'DEEP / PIPE \ ED C. OOD 6 BEDROOM s6' 17 \ t '01• \\ SANITARY SYSTEM 2000 GAL S.T. 10'0 o.s'S \ (1)10'Oxl3'DEEP L.P. L.P \ �6 fr�13 \ \ ON. o°a�� 6°�j5ti69` \ \ \. p, 0.4'E LAND N/FOF KAREN SAUVIGNE \\ \ tt \ c� N\ STK. Ile aPol \\ \ MoN. / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR SIX. A SINGLE FAMILY RESIDENCE Date 7/12/24 H.S. Ref. NO. R-21-0379 s�6°3%T 19` LAND N/F PIPE OF The sewage disposal and water supply facilities at this location have been \ DIANE DALESSANDRO inspected and/or certified by this Department or other agencies and found \ to be satisfactory FOR A MAXIMUM OF 6 BEDROOMS. \ CRAIG KNEPPER,P.E.,CHIEF \ Office of Wastewater Management \ FINAL SURVEY 04-08-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 03-08-21 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM 07HERS AREA: 40,208.38 SQ.FT. or 0.92 ACRES ELEVA77ON DATUM: UNAUTHORIZED AL TE•RA RON OR ADD177ON TO 7H/S SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 77-IIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 77?UE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMEN7S AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY of NFtV CERTIFIED TO: ANGELA GERAS; MAP OF: Q X M. /yOOAl �� CO �y FILED: * � G SITUATED AT: EAST MARION �` a TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �'Lsc� o508g2 J�� Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 FILE # 17-185 SCALE: 1"=50' DATE: JANUARY 5, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Noychuk AP R VED AS NOT D PLUMBING oC DATE: B.P:# c> ALL PLUMBING W, S!'E.,. -WA7ER,1:1(�ES fVEEIj��;.:a,. FEE: !?Y: T -C_0VERING.: NOTIFY BUILDING PARTMENT AT . 765-1802, 8 AM TO i PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING PLUMBER CERTIFICATION 3. INSULATION ON LEAD CONTENT BEFORF 4. FINAL - CONSTRUCTION MUST CERTIFICATE OF OCCUPANT. BE COMPLETE c O- 0. ALL-CONSTRUCTION SHALL MEET THE SOLDER USED IN WATER REQUIREMENTS OF THE CODES OF NEW SUPPLY SYSTEM CANNG YORK STATE. NOT RESPONSIBLE FOR EXCEED 2/10 OF.1% LEAP DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ELECTRICAL INSPECTI®N REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED S �ANNfNG BOARD SOUTH4ID TOWN TRUSTEES -: DO NOTE FRO.CE8U*T}i,; N.Y.&- FRAMING UNTIL SUAVE' OF:FOUNDATION LOC�TION ;HAS,BEEN,APPR30-.-0 )C.CUPANCYIOR Blower door JSE�I� UNLAWFUL and ductwork testing required. NITHDUT CE�RTtFI.CA- OF C�CCUP�ANCY Must provide Manuals D,J and S as per NYS Energy Code ;STAIN STORM WATER RUNOFF ?URSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed, replaced or repaired shall conform to Chapter 172 of the Town Code i yam' i PFS Corporation d/b/a PFSTECO Pf&T E.CO An Employee Owned Company Jonathan Aungst August 24,2021 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 Re-Submittal: ON#7994 Angela Geras Residence at 460 Marion Lane in 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. Sincerely, Michelle M.Floyd Digitally signed by Michelle Floyd Staff Plan Reviewer Michell a 1 DN:cn=Michelle Floyd,o=PFS- michelle.floyd(a� fsteco.com I oy� email=michelle.floyd@pfsteco.co P x,,m;c=US Northeast Regional Office Date:2021.08.2415:19:51-04'00' Enc: As stated above. Cc: PFS—File copy Donald Thomas,Jr.,AIA(DOS) 570.784.8396 • 417 Central:Rd.Ste.2 • Bloomsbdrg,PA 17815 d T O TESTED WWW.Pi STECO.COM MARKSY09CAR"BUILDloN 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 VWWJ.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<_139 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 s "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 7 r • 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 3of3 Generates! by REScheck-Web Software Compliance Certificate LVJ Project 0#7994 Energy Code: 2018 IECC y ": �e . Location: Greenport, New York ur:yam •. Construction Type: Single-family :( " Project Type: New Construction t; V Conditioned Floor Area: 3,310 ft2 Glazing Area 16% « Climate Zone: 4 (5572 HDD) � Permit Date: Permit Number: 08/1$/21 Construction Site: Owner/Agent: Designer/Contractor: 460 MARION LANE EAST END CONSTRUCTION ICON LEGACY CMH EAST MARION, NY 11939 SERVICES 246 SAND HILL RD 150 WATERVIEW DR. SELINSGROVE, PA 17870 SOUTHOLD, NY 11971 Compliance: 10.1%Better Than Code Maximum UA: 552 Your UA: 496 Maximum SHGC: 0.40 Your SHGC: 0.37 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. Envelope Assemblies Gross Area Cavity Cont. 'Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 2,161 38.0 0.0 0.030 0.026 65 56 Ceiling:Cathedral Ceiling (no attic) 480 38.0 0.0 0.027 0.026 13 12 Wall 1:Wood Frame, 16"o.c. .3,026 21.0 0.0 0.057 0.060 143 151 Door 3:Solid 65 0.170 0.320 11 21 Door 1: Glass 80 0.033 0.320 3 26 SHGC:0.29 Door 2: Glass 25 0.029 0.320 1 8 SHGC: 0.29 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 301 0.290 0.320 87 96 SHGC: 0.39 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.280 0.320 1 1 SHGC: 0.22 Window 3:Vinyl Frame 34 0.270 0.320 9 11 SHGC: 0.33 2X8 Wall: Wood Frame, 16"o.c. 372 27.7 0.0 0.050 0.060 14 17 Window 1:Vinyl Frame 37 0.290 0.320 11 12 SHGC: 0.39 Window 4:Vinyl Frame 52 0.270 0.320 14 17 SHGC:0.41 Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 1 of10 Gross Area C,av-ity Cdnt. Prop. 'R.e'q. Trop. Req. Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned 2,642 19.0 0.0 0.047 0.047 124 124 Space 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 8/16/21 Name-Title Signature Date Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 2 of10 1 REScheck Software Version : REScheck-Web 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 :envelope represented on i ❑Not Applicable 3 ;construction documents. 103.1, ;Construction drawings and j❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ,lighting and mechanical systems. ❑Not Observable ' :Systems serving multiple _>ate#❑Not Applicable ;dwelling units must demonstrate , ; compliance with the IECC a= Commercial Provisions. };° r$°° ° 3027:; ' Heating and cooling equipment is: Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [,O,R2]2: `Ion loads calculated per ACCA Cooling: Cooling: ❑Not Observable :,Manual J or other methods I Btu/hr Btu/hr ; -,,:approved approved by the code official. I ❑Not Applicable S i � ° 3 t t i i Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2;.Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 3 of10 Section #' Foundation Mspection Complies? - Comments/Assumptions &Req.ID 303:2.1 ",:!A protective covering is installed to ❑Complies tF01112 i protect exposed exterior insulation ❑Does Not €and extends a minimum of 6 in,below ;❑Not Observable grade. ❑Not Applicable 403,9 ;; . 'Snow-and ice-melting system controls;❑Complies {F012p : (installed. ❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 4 of10 Section Plans Verified' Field Verified # Framing'f!tough=ln"Inspection Complies? Comments/Assumptions &Req.lb 1!'alue"" Value 402.1.1, ;Door U-factor. U- U- ❑Complies :See the Envelope Assemblies 402.3.4 F ❑Does Not table for values. [FRl]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 Stable for values. 402.3.3, 402.5 E ❑Not Observable [FR2]1 ; ; ❑Not Applicable I 3 303.i3 E U-factors of fenestration products []Complies [FR4] :are determined in accordance j❑Does Not, ; with the NFRC test procedure or € g , ;taken from the default table. 1❑Not Observable 3 =x❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 !installed per manufacturer's 4. F" ❑Does Not finstructions. I ❑Not Observable '{❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 !is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC `1❑Not Observable :400 that do not exceed code ❑Not Applicable limits. ; 402.4,5 ;IC-rated recessed lighting fixtures i❑Complies ,[FR16J2 ..!sealed at housing/interior finish • ;,;1❑Does Not f and labeled to indicate<_2.0 cfm 'leakage at 75 Pa. 1❑Not Observable ,, i ,�'s:•:, i❑Not Applicable 403.3,.1 `Supply and return ducts in attics a E '❑Complies [FR12] !insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and ;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 + <., 1❑Does Not 16 ;joints/seams compliant with International Mechanical Code or 6 1❑Not Observable :International Residential Code,as! ❑Not Applicable ; `applicable. 403.3.5 Building cavities are not used as s ;❑Complies [FR1513'. !ducts or plenums. ❑Does Not ?❑Not Observable j❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- :❑Complies ; [FR1712 i above 105°F or chilled fluids ! ❑Does Not $ `below 55°F are insulated to>_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC °' El Complies ; [FR24]1 !piping. ,ram ;❑Does Not 1❑Not Observable ❑Not Applicable 403.5.3 „ Hot water pipes are insulated to R- R- ❑Complies [FR18]2 ?zR-3. ❑Does Not ° ;[]Not Observable ❑Not Applicable 1 High Impact(Tier 1) 1,2.1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 5 of10 a r Section Plans Verified Field Verified #• ' Framing!Rough-in inspection Complies? Comments/Assumptions &Req.iD Value Value, °` 403.6 'Automatic or gravity dampers are ❑complies f FR19I installed on all outdoor air ❑Does Not i :.j intakes and exhausts. ❑Not Observable El Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,1 Medium Impact(Tier 2) �3 Low Impact(Tier 3) Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 6 of10 section plans Verified Field Verified # Insulation Inspection Value Value Complies?' Corrsments/Assumptions &Req.ID 303:1 All installed insulation is labeled : ❑Complies UNI3F? "!or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- '❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood ❑Does Not table for values. (IN1]1 ❑ Steel '❑ Steel ❑Not Observable f i ❑Not Applicable 1 t 1 i 303.2, ;Floor insulation installed per Po I❑Complies ; 402.2.8 manufacturer's instructions and :❑Does Not [IN2]1 :in substantial contact with the '❑Not Observable underside of the subfloor, or floor ❑Not Applicable framing cavity insulation is in pp :contact with the top side of / j 1 ;sheathing,or continuous 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 a; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2of the ❑ Wood I❑ Wood ❑Does Not table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; :requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable t i I i f 1 i f 303.2 ;Wall insulation is installed per - E❑Complies ; [IN4]1 (manufacturer's instructions. '❑Does Not 1 ❑Not Observable I c I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 7 of10 Section Plans Verified „ :Field Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions Si Req.113 ` 402.1.1, :Ceiling insulation R-value. ; R- ; R- ❑Complies See the Envelope Assemblies 402.2.1, E Wood ';❑ Wood ❑Does Not ;table for values. 402.2.2, Steel ❑ Steel ❑Not Observable 402.2.E E ❑Not Applicable [Fill p , f i , 3 303.1.1.1,;Ceiling insulation installed per €❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ,S 300 ft2. "'.. ❑Not Observable ❑Not Applicable 402`.2.3 ;Vented attics with air permeable ❑Complies [FI22lz7 "insulation include baffle adjacent 4❑Does Not to soffit and eave vents that {extends over insulation. t❑Not Observable ; `A)E]Not Applicable 402.2.4 :Attic access hatch and door R- R- ❑Complies [FI311 'insulation >_R-value of the : ❑Does Not ;adjacent assembly. ❑Not Observable : ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ':❑Complies [FI17]1 :ach in Climate Zones 1-2, and ' ❑Does Not 3 (<=3 ach in Climate Zones 3-8. -]Not Observable E ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 :determine air leakage with ft2 ft2 ❑Does Not :either: Rough-in test:Total s❑Not Observable Ileakage measured with a ; pressure differential of 0.1 inch : ❑Not 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 : :pressure 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 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ' ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in : ❑Not Observable 3 :tests,verification may need to : ❑Not Applicable ; ;occur during Framing Inspection. , 403.3.2.1 ;Air handler leakage designated JElComplies [F]24]1 I by manufacturer at<=2%of j❑Does Not (design airflow, ;❑Not Observable ` - UNot Applicable 4011.1 Programmable thermostats a❑Complies [FI9]z installed for control of primary �. _ ❑Does Not f heating and cooling systems and „ TIN initially set by manufacturer to # of Observable 'code specifications. ,❑Not Applicable 403:"i.2 ;Heat pump thermostat installed 0Complies [FI10]2 on heat pumps. h❑Does Not �' • - "V;a; ❑Not Observable ( .'❑Not Applicable 403.5."1 Circulating service hot water 'ElComplies [Filly; ""systems have automatic or ❑Does Not iaccessible manual controls. i EINot Observable i ❑Not Applicable 1 lHigh Impact(Tier 1) Medium Impact(Tier 2) 13.1 Low Impact(Tier 3) Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 8 of10 section Plans Verified Field Verified . # Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value. 403.6.1 ;All mechanical ventilation system " _ `❑Complies [F125]?` fans not part of tested and listed (❑Does Not HVAC equipment meet efficacy land airflow limits per Table ❑Not Observable 3 l R403.6.1. `❑Not Applicable ; 403.2, Hot water boilers supplying heat `❑Complies [FI26]2" !through one-or two-pipe heating ; f �n=,°; ❑Does Not ;systems have outdoor setback ,control to lower boiler water -]Not Observable -'temperature based on outdoor '❑Not Applicable ;temperature. 403.5:1,1` ;Heated water circulation systems "''' °' - ❑Complies [1`1281z� !have a circulation pump.The °'`-;d , ;❑Does Not isystem return pipe is a dedicated !return pipe or a cold water supply ❑Not Observable 3 pipe.Gravity and thermos- J❑Not Applicable ; ;syphon circulation systems are not present.Controls for circulating hot water system !pumps start the pump with signal ;for hot water demand within the {)yy)5 occupancy.Controls automatically turn off the pump ". -,!when water is in circulation loop . s is at set-point temperature and no demand for hot water exists. 4015.1.2 ;Electric heat trace systems ❑Complies [0129]? (comply with IEEE 515.1 or UL i❑Does Not 515.Controls automatically adjust the energy input to the I❑Not Observable i heat tracing to maintain the ❑Not Applicable !desired water temperature in the ! 3 piping 403.5.2'", Demand recirculation water 'I❑Complies !systems have controls that t❑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 i❑Complies [F13112 : "". tested in accordance with CSA ❑Does Not i B55.1. Potable water-side pressure loss of drain water heat a ❑Not Observable ; recovery units<3 psi for Ai4E]Not Applicable !individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery recovery units<2 psi for j individual units connected to ithree or more showers. 404.1 ;90%or more of permanent F ...'ADComplies [F1611 Mixtures have high efficacy lamps. ❑Does Not !❑Not Observable ❑Not Applicable 404.1°1 :Fuel gas lighting systems have " ❑Complies [F123]3 l no continuous pilot light. :❑Does Not T-]Not Observable e g❑Not Applicable 401.3. Compliance certificate posted. s❑Complies [017]3:` i '❑Does Not i ❑Not Observable ,.° ❑Not Applicable 1 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 9 of10 -Section s ro plans Verified Field Verified # Final lnspectian Provisions Cbmpiies? CommentslA:ssumptions, lieq.lD _ ,• Values Value . r 303A' :Manufacturer manuals for ❑Complies [F11$]3 .mechanical and water heating []Does Not :systems have been provided. :• 5:x;w; : ., ; F❑Not Observable 3 f - '❑Not Applicable I f 3 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,'1 Low Impact(Tier 3) Project Title: 0#7994 Report date: 08/16/21 Data filename: Page 10 of10 Efficiency ® m icate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 0.39 Door 0.03 0.29 . e o • • e Heating System• Cooling System: Water Heater: Name• Date: Comments F APPROVED LEGACY CUSTOM MODULAR HOMES DATE 3/2/20 PFS CORPORATION Bloomsburg, PA SECTION 7 20,30&40 psf GROUND SNOW-DOUBLE BOX TRUSSES wl CONNECTIONS&LOAD SUMMARIES TR5-23-8-1 P1 -P9 TR5-23-8-2 P10-P18 TR5-23-8-3 P19-P27 TR5-27-6-1 P28-P36 TR5-27-6-2 P37-P45 TR5-27-6-3 P46-P54 TR5-31-6-1 P55-P63 TR5-31-6-2 P64-P72 TR5-31-6-3 P73-P81 TR7-23-8-1 P82-P90 TR7-23-8-2 P91 -P99 TR7-23-8-3 P100-P108 TR7-27-6-1 P109-P117 TR7-27-6-2 P118-P126 TR7-27-6-3 P127-P135 TR7-31-6-1 P136-P144 TR7-31-6-2 P145-P153 TR7-31-6-3 P154-P162 TR9-23-8-1 P163-P171 TR9-23-8-2 P172-P180 TR9-23-8-3 P181 -P189 TR9-27-6-1 P190-P198 TR9-27-6-2 P199-P207 TR9-27-6-3 P208-P216 TR9-31-6-1 P217-P225 TR9-31-6-2 P226-P234 TR9-31-6-3 P235-P243 TR12-23-8-1 P244-P252 TR12-23-8-2 P253-P261 TR12-23-8-3 P262-P270 TR12-27-6-1 P271 -P279 TR12-27-6-2 P280-P288 TR12-27-6-3 P289-P297 TR12-31-6-1 P298-P303 TR12-31-6-2 P304-P312 TR12-31-6-3 P313-P321 .,m wrm .p, '"�, �•�.f C A,G `f .° ,; ;AL !t3lt�rxttxtt)*ts 02/26)202(T Professionald or rapprov Ihearty certify that these documents tJ U! lJ were prepared or approved by me,and that I am a duy licensed vw,n,w,emuu,u•�v.cc.cvirvecx:v,e professional engineer under the laws of the State of Maryland, csusxvxsnaar� License No.33421,Expiration Dale 711620. "�L°` P_F.S.:'APPROVED DATE 3:Z20 TRUSS CALCULATIONS PFSBlCORPORATION LEGACY CUSTOM MODULAR HOMES aw,cbtrtp,V4 e R-1 2'-3$" 13 4 12 5 15'-108„ -6'-0" --{ 120 23 16 13'_4" 4" 10 21 17 19 22 18 1 Q2 3 4 5 6 7 8 --4'-0" 4'-0"--�- 9'-9" O O5 z7'-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:27'4' 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 901117 mph FOR 30 psf GROUND SNOW: 16 in O.C. 36.87 psf WINDWARD AT 1201155 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(Ibs): MWFRS UPLIFT C&C UPLIFT 1-8 2x8 SYP#2 DL+LL+ DL+LL+ DL+LL+ 0.6DL+ 0.6DL+ 0.6DL+ 0.6DL+ 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 1201165 mph 13&14 2 x 4 SYP#2 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 19-22 2 x 4 SYP#2 EXTERIOR WALLI 427 1 872 1 924 1075 1 -85 1 -304 1 420 -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(Vulq=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 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 d? ".* da * TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. C) '# `- WEB 0.280 0.00 '•"' mI fA' N G' , tx BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B P:12018118018012018TRUSSESIFOLDING@0-30-401TR7-27-6-1 RALEIGH,NC 27615 SECTION 7/pp.109 APPROVED DATE 3:22D TRUSS CALCULATIONS PFSCORPORATION LEGACY CUSTOM MODULAR HOMES Blo"msbuN.PA TRUSS CONNECTIONS PROJECT NUMBER: 180180 �' TRUSS NUMBER: TR7-27-6-1 TRUSS PITCH: 7M2 TRUSS SPAN: 27'-6" D E F UPLIFT CONNECTIONS(MWFRS LOADS): 901117 mph EXTERIOR WALL CHECK STRAP I QTY/END QTY/END CHECK ALT.STRAP QTY/END CITY/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 85 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 MATING WALL I CHECK STRAP QTY/END QTY/END I CHECK ALT.STRAP I QTY/END I 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 CS211 STRAP 1 10 d NAILS 0 WIND 1.6 NO CONN RECI'D N/A N/A NO CONN REQ'D I N/A N/A NO CONN REQ'D N/A 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 1 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 CITY/END CITY/END CHECK ALT.STRAP CITY/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 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 1 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B P:12018118018012018 TRUSSES%FOLDING120-30-401TR7-27-6-1 RALEIGH,NC 27615 SECTION 71 pp.110 &3yc ✓APPROVED DATE 12UP TRUSS CALCULATIONS PFS CORPORATION LEGACY CUSTOM MODULAR HOMES &oanSWry,PA TRUSS CONNECTIONS �- PROJECT NUMBER: 180180 yfi TRUSS NUMBER: TR7-27-6-1 © ' " - i7.� TRUSS PITCH: 7112 -", TRUSS SPAN: 27'-6" D E N MAXIMUM OF DL+LL+30 psf GSL&0.6 DL+1201155 mph WIND CONDITION"A"-RIDGE: CHECK STRAP QTY/END QTY I END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY!END TENSION(Ibs) CASE CD 1 1/2"x 269a 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 0 1 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 JUSE(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) I CASE CD 152 1 WIND 1 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 USE(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 I QTY/END I QTY/END TCHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END 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 278 SNOW 1.15 OK 3 3 OK 2 3 OK 3 COMPRESSION(Ibs) CASE CD 119 SNOW 1.15 USE(2)16 d NAILS THROUGH CHORD BLOCK(WHEN USED) CONDITION"E"-HEEL: TOP CHORD(Ibs) CASE CD 776 SNOW 1.15 USE(1)318"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS(4)6 d NAILS OR(5)16 ga STAPLES PER GUSSET EACH SIDE ALTERNATE:USE(1)5/8"BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(Ibs) CASE CD 789 1 SNOW 1 1.15 JUSE(8)6 d NAILS OR(10)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) 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 CS18 STRAP 10 d NAILS 789 SNOW 1.15 NO GOOD N/A NIA OK 4 8 OK 8 ALTERNATE:USE(8)16 d NAILS THROUGH DECKING EACH SIDE BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B P:12018118018012018 TRUSSESIFOLDING120-30-401TR7-27-6-1 RALEIGH,NC 27615 SECTION 7/pp.114 APPROVED DATE ;sxn TRUSS CALCULATIONS PFSCORPORATION LEGACY CUSTOM MODULAR HOMES Blomn.W,p,PA COMPONENT LOAD SUMMARY 'CROSS SECTION IS FOR REFERENCE ONLY AND MAY NOT REFLECT ACTUAL TRUSS EXTERIOR WALL DEAD LOAD= 12 psf x 10 It = 120 plf MATING WALL DEAD LOAD= 8 psf x 10 It = 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 PSI 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 OO B © OO LOCATION 12=CENTER GIRDER LOCATIONS 3,4,7,8,11&12 MAY BE USED TO GENERATE 1D 0 FOUNDATION LOADS TRUSS TR7-27-6-1.7/12 PITCH.27'-6"WIDTH t1 1Q 12 11 COMPONENT LOADS flbs/ft1 20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) 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 334 113 609 388 609 388 884 663 884 663 1159 1 938 TOTAL LOAD 654 147 1118 571 1152 605 1616 1029 1650 1063 2114 1487 30 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 40D 955 549 LIVE LOAD 373 130 648 405 648 405 923 680 923 680 1198 955 �v — TOTAL LOAD 693 164 1157 588 1191 622 1655 1046 I 1689 1080 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 }''Q ' LIVE LOAD 487 166 762 441 762 441 1037 716 1037 716 1312 991 ,1?p.4 O TOTAL LOAD 807 200 1271 624 1305 658 1769 1 1082 1 1803 1116 2267 1540 . : r.. C&C UPLIFT IV ' LOCATION 1 2 3 4 5 6 7 87 9 10 11 12 UPLIFT(0.6)DEAD LOAD 192 20 305 110 326 130 439 220 460 240 573 329 ~ ` 901117 mph UPLIFT -315 -23 -10 120/155 mph UPLIFT 641 51 -336 - -315 -202 - -181 68 - BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B P.120181180180\2D18 TRUSSESIFOLDING120.30401TR7-27-6-1 RALEIGH,NC 27615 SECTION 7/pp.117 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES R-2 4'-1� 12 13 17'-8 11 4 1a-7 9'—o" az h20 10 W-219 16 9 _ g 18 21 17 zz 1 (2) 2 3 4 5 4 5 O GROUND SNOW LOAD: 25 psf TC DL: 10 psf BALANCED SNOW LOAD: 19.25 psf BC DL: 10 psf TRUSS NO.:TW7-30-6-SPECIAL UNBALANCED SNOW LOAD: 36.89 psf BC LL: 10 psf WHERE h<42" JOB NO.:200497 OPPOSITE SIDE UNB.SNOW LOAD: 5.78 psf BC LL: 20 psf WHERE h z 42" PITCH:7/12 UNBALANCED SNOW LOAD LENGTH: 4.68 ft BC LL: 20 psf BETWEEN KNEEWALLS SPAN:30'-6" APPLIED MWFRS UPLIFT: 29.94 psf WINDWARD AT 1051135 mph TRUSS CENTERS: 16 in O.C. 17 psf LEEWARD AT 105/135 mph APPLIED C&C UPLIFT, 49.9 psf AT 105/135 mph MEMBER INFORMATION: '20 psf MINIMUM USED SIZE& MEMBER __TSPECIES MAXIMUM SUPPORT REACTIONS(lbs): MWFRS C&C 1 2x8SYP#2 DL+LL+ 0,6DL+ 0.6DL+ 2-3 2 x 8 SYP#2 DEAD 25 psf 11 135 mph 105/135 mph 4-7 2 x 8 SYP#2 LOAD GSL UPLIFT UPLIFT 8-12 2 x 6 SYP#2 EXTERIOR WALL(2) 351 777 -178 -377 13 2 x 4 SYP#2 MATING WALL(2) 135 384 -326 -391 14-17 2 x 6 SYP#2 MATING WALL(4) 54 158 -11 0 18-21 2 x 4 SYP#2 MATING WALL(5) 42 137 -64 -62 22 12 x 6 SYP#2 EXTERIOR WALL(8) 465 989 -231 -680 NOTES:1.MATING WALL REACTIONS ARE PER SIDE. MAXIMUM INTERACTION&DEFLECTION: 2.WIND PER ASCE 7-16,135 mph(Vult)=105 mph(Vasd),EXP.C. JAM ' . MAXIMUM 3.SNOW PER ASCE 7-16,25 psf GSL,Ct=1.1,Ce=1.0 1 MAXIMUM DEFLECTION DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. —� �" ..; .oW� �. CSI (in) l/ 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES1La BOTTOM CHORD 0.448 0.202 857 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. TOP CHORDI 0.664 0.412 416 5.MEMBER 22 SHALL BE LATERALLY BRACED AT MID-SPAN. O d3 _ ` WEBI 0.153 1 0.00 1 ..... O , BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD.,SUI7E 203-B C:12 0 2 012 0 0 4 971TW7-3D-6SPECIAL RALEIGH.NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS PROJECT NUMBER: 200497 TRUSS NUMBER: TWT-30-6-SPECIAL C TRUSS PITCH: 7112 TRUSS SPAN: 30'-6" D G GO UPLIFT CONNECTIONS(MWFRS LOADS): 106/135 mph EXTERIOR WALL CHECKSTRAP QTY/END QTY/END CHECK ALT.STRAP QTYIEND QTY/END CHECK ALT.STRAP CITY 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 178 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 MATING WALL CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs/PER SIDE) CASE CD 1 112"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 326 WIND 1.6 OK 2 4 OK 2 4 OK 3 ALTERNATE:(4)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(3)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD . � v. . N f O � N. e. BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 201E C:@02 012 0 0 4 071TW7JD8-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS PROJECT NUMBER: 200497 TRUSS NUMBER: TW7-30-6SPECIAL C TRUSS PITCH: 7/12 TRUSS SPAN: 30'-6" F MAXIMUM OF DL+LL+25 psf GSL&0.6 DL+105/135 mph WIND CONDITION"A"-RIDGE: CHECK STRAP QTY/END QTY!END CHECK ALT.STRAP QTY/END QTY!END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 112"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 196 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 146 1 SNOW 1 1.15 JUSE(2)16 d NAILS INTO END GRAIN EACH END PLUS USE 10 d NAILS AT 12 in O.C.THROUGH PLATES CONDITION"B"-TOP CHORD FLIP: TENSION(Ibs) CASE CD 158 WIND 1.6 USE(3)6 d NAILS THROUGH SHEATHING EACH SIDE ALTERNATE:USE(4)16 ga STAPLE THROUGH SHEATHING EACH SIDE SHEAR(Ibs) CASE CD 125 1 WIND 1 1.6 JUSE(1)16 d NAILS TOENAILED EACH END PLUS USE 10 d NAILS AT 20 in O.C.THROUGH PLATES CONDITION"C"-COLLAR TIE: AXIAL(Ibs) CASE CD 782 SNOW 1.15 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 425 WIND 1.6 OK 3 4 OK 2 4 OK 3 COMPRESSION(Ibs) CASE CD a 251 SNOW 1.15 USE(2)16 d NAILS THROUGH CHORD BLOCK ' w +^ \ ext TW " h o _ p:C BARLOW ENGINEERING,P.C. 5+:6� 6512 SIX FORKS RD.,SUITE 203-13 C.1202012004971TW730-13,SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS A�— PROJECT NUMBER: 200497 TRUSS NUMBER: TW7-30-6SPECIAL C TRUSS PITCH: 7112 E TRUSS SPAN: 30'-6" F G GO CONDITION"E"-HEEL: TENSION(Ibs) CASE CD 42 SNOW 1 1.15 JUSE(2)16 d NAILS TOENAILED THROUGH RAFTER INTO PLATE PLUS USE(2)16 d NAILS THROUGH PLATE INTO BOTTOM CHORD CONDITION"F"-HEEL: TOP CHORD(Ibs) CASE CD 931 SNOW 1.15 USE(1)1/2"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS(3)6 d NAILS OR(3)16 ga STAPLES PER GUSSET EACH SIDE ALTERNATE:USE(1)3/4"BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(Ibs) CASE CD 898 1 SNOW 1 1.15 JUSE(9)6 d NAILS OR(11)16 ga STAPLES PER GUSSET EACH SIDE CONDITION"G"-BOTTOM CHORD AT MATING LINE: CHECK STRAP QTY/END QTY/ENb 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 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS18 STRAP 10 d NAILS 898 SNOW 1.15 NO GOOD N/A N/A OK 5 9 OK 9 ALTERNATE:USE(10)16 d NAILS THROUGH DECKING EACH SIDE SHEAR(Ibs) I CASE I CD 1WHERE NO BEARING WALL BELOW: 158 SNOW 1 1.15 JUSE(2)16 d NAILS TOENAILED INTO BAND ALTERNATE:OK FOR(1)SIMPSON A34 CHORD TO BEAM r N . Fri N s o . - BARLOW ENGINEERING,P.C. - 6512 SIX FORKS RD.,SURE 203-8 C:12020X200497\iW7-30-GSPECIAL RALEIGH.NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES _ COMPONENT LOAD SUMMARY CROSS SECTION IS FOR REFERENCE ONLY EXTERIOR WALL DEAD LOAD= 12 psf X 10 ft = 120 plf AND MAY NOT REFLECT ACTUAL TRUSS MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf FLOOR DEAD LOAD= 10 psf X 3 ft/2= 15 pff X 13.75 It/2= 68.75 plf X 13.75 ft/2= 68.75 plf FLOOR LIVE LOAD= 40 psf x 3 ft/2= 60 plf X 13.75 ft/2= 275 pif X 13.75 ft/2= 275 pff CEILING DEAD LOAD= 5 psf x 3 ft/2= 7.5 plf X 13.75 ft/2= 34.38 pff X 13.75 ft/2= 34.38 plf LOCATIONS 1&65=EXT.WALL HEADER&EXT.WALL STUD LOCATIONS 2-4=M.WALL HEADER&M.WALL STUD LOCATIONS 6&10=PERIMETER BAND LOCATIONS 7-9=CENTER GIRDER LOCATIONS 11&15=EXT.WALL HEADER&EXT.WALL STUD LOCATIONS 12-14=M.WALL HEADER&M.WALL STUD LOCATIONS 16&20=PERIMETER BAND LOCATIONS 17-19=CENTER GIRDER LOCATIONS 6-10&16-20 MAY BE USED TO GENERATE FOUNDATION LOADS 11 12 13 14 1�5 1® 1�7 18 1�9 20 TRUSS TW7-30 6-SPECIAL.7/12 PITCH,30'-6"WIDTH COMPONENT LOADS(lbs/ft) 25 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 3 4 5 6 7 8 9 10 DEAD LOAD 263 101 41 32 349 398 196 190 181 498 LIVE LOAD 320 187 78 71 393 380 247 353 346 668 TOTAL LOAD 583 288 119 103 742 778 443 543 527 1166 LOCATION 11 12 13 14 15 16 17 18 19 20 DEAD LOAD 406 204 224 215 532 541 299 373 364 681 LIVE LOAD 380 247 353 346 668 440 307 628 621 943 TOTAL LOAD 786 451 577 561 1200 981 606 1001 985 1624 P C&C UPLIFT , �aY LOCATION 1 2 3 4 5 6 7 8 9 10 CD UPLIFT(0.6)DEAD LOAD 158 61 25 19 209 239 118 114 109 299 .tt 105/135 mph UPLIFT -283 -293 0 47 -510 -202 -236 - 420 IV "�; '`r LOCATION 11 12 13 14 15 16 17 18 19 20 Eli UPLIFT(0.6)DEAD LOAD 244 122 134 129 319 325 179 224 218 409 PA 105/135 mph UPLIFT -197 -232 -400 -116 -175 - -310 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203•9 CA2020V004971TW7-30-6-SPECIAL RALEIGH.NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES R-3 �; :a�= r 4`-43fit 91, „ < r o o - 3,_Q„ GROUND SNOW LOAD: 25 psf TC DL: 10 psf BALANCED SNOW LOAD: 19.25 psf BC DL: 10 psf TRUSS NO.:HT7-3 DRIFTING SNOW LOAD: 38.5 psf BC LL: 10 psf WHERE h<42" JOB NO.:200497 OPPOSITE SIDE UNB.SNOW LOAD: 5.78 psf BC LL: 20 psf WHERE h z 42" PITCH:7/12 UNBALANCED SNOW LOAD LENGTH: 4.68 ft SPAN:T-0" APPLIED MWFRS UPLIFT: 29.30 psf WINDWARD AT 105/135 mph TRUSS CENTERS: 16 in O.C. 16.64 psf LEEWARD AT 105/135 mph APPLIED C&C UPLIFT: 48.84 psf AT 105/135 mph MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS(Ibs): MWFRS C&C MEMBER SPECIES DL+LL+ 0.6DL+ 0.6DL+ 1 2 x B SYP#2 DEAD 25 psf 1051135 mph 105/135 mph 2-3 2 x 6 SYP#2 LOAD GSL UPLIFT UPLIFT 4 2 x 4 SYP#2 EXTERIOR WALL(1)l 60 1 197 1 -18 54 EXTERIOR WALL(2)l 43 1 116 1 58 1 -114 MAXIMUM INTERACTION&DEFLECTION: MAXIMUM NOTES: 1.WIND PER ASCE 7-16,135 mph(Vult)=105 mph(Vasd),EXP.C. MAXIMUM DEFLECTION 2.SNOW PER ASCE 7-16,25 psf GSL,Ct=1.1,Ce=1.0 1 CSI (in) l/ DRIFTING SNOW FROM AN UPPER ROOF HAS BEEN CONSIDERED IN THIS DESIGN. BOTTOM CHORDI 0.022 0.01 3225 3.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORDI 0.090 1 0.06 1 870 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEBI 0.022 1 0.00 1 `•"' BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203-B C:120201200497WT7-3 RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES C) PU TRUSS CONNECTIONS N ,: :,a PROJECT NUMBER: 200497 TRUSS NUMBER: HT7-3 TRUSS PITCH: 7112 TRUSS SPAN: 3'-0" UPLIFT CONNECTIONS(MWFRS LOADS): 105/135 mph EXTERIOR WALL(1) CHECK STRAP CHECK ALT.STRAP QTY 1 END QTY I END CHECK ALT.STRAP QTY/END UPLIFT(Ibs) CASE CD SIMPSON HTS16 STRAP w/(24)10 d NAILS 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 18 WIND 1.6 OK 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 EXTERIOR WALL(2) CHECK STRAP CHECK ALT.STRAP QTY/END CITY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs/PER SIDE) CASE CD SIMPSON HTS16 STRAP w/(24)10 d NAILS 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 58 WIND 1.6 OK 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 MAXIMUM OF DL+LL+25 psf GSL&0.6 DL+1051135 mph WIND CONDITION"A"-KNEE WALL: CHECK STRAP CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD SIMPSON HTS16 STRAP w/(24)10 d NAILS 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 127 WIND 1.6 OK OK 2 2 OK 2 CONDITION"B"-HEEL: SHEAR(Ibs) CASE CD 78 1 WIND 1 1.6 JUSE(2)16 d NAILS TOENAILED THROUGH RAFTER INTO PLATE PLUS USE(2)16 d NAILS THROUGH PLATE INTO BOTTOM CHORD 13ARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203-D C:120204200497lHT7-3 RALEIGH.NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES A COMPONENT LOAD SUMMARY •CROSS SECTION IS FOR REFERENCE ONLY z AND MAY NOT REFLECT ACTUAL TRUSS ¢" ma' s` `Z<>• '' EXTERIOR WALL DEAD LOAD= 12 psi x 10 It = 120 plf N MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf p FLOOR DEAD LOAD= 10 psf x 3 ft/2= 15 plf FLOOR LIVE LOAD= 40 psf x 3 ft/2= 60 pif ' CEILING DEAD LOAD= 5 psf x 3 ft/2= 7.5 plf LOCATION 1=EXT.WALL HEADER&EXT.WALL STUD O O LOCATION 2=M.WALL HEADER&M.WALL STUD LOCATION 3=PERIMETER BAND LOCATION 4=CENTER GIRDER LOCATION 5=EXT.WALL HEADER&EXT.WALL STUD a 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 7 6 LOCATION 11=PERIMETER BAND LOCATION 12=CENTER GIRDER LOCATIONS 3,4,7,8,11&12 MAYBE USED TO GENERATE FOUNDATION LOADS t2 TRUSS HT7-3.7112 PITCH,T-0"WIDTH COMPONENT LOADS(lbs/ff) 25 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 DEAD LOAD 45 32 180 127 188 135 323 230 331 238 466 333 LIVE LOAD 103 55 163 115 163 115 223 175 223 175 283 235 TOTAL LOAD 148 87 343 242 351 250 546 405 554 413 749 568 C&C UPLIFT LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 UPLIFT(0.6)DEAD LOAD 27 19 108 76 113 81 194 138 199 143 280 200 1051135 mph UPLIFT -41 -86 -29 -24 - - - BARLOW ENGINEERING,P.C. 6512 SD(FORKS RD.,SURE 2D3-B C:12020120D497VT7-3 RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES R-4 13 14 1 Y-98» 12 15 11 23 16 $. 4'-33« 10 20 21 17 $ 19 22 18 5 6 O 6'-702 �+-6-10 "� 3'-1 « �-- 6'-t01« 2.3'-9- GROUND SNOW LOAD: 25 psf TC DL: 10 psf BALANCED SNOW LOAD: 19.25 psf BC DL: 10 psf TRUSS NO.:TR7-23-9-SPECIAL UNBALANCED SNOW LOAD: 35.89 psf BC LL: 10 psf WHERE h<42" JOB NO.:200497 OPPOSITE SIDE UNB.SNOW LOAD: 5.78 psf BC LL: 20 psf WHERE h z 42" PITCH:7112 UNBALANCED SNOW LOAD LENGTH: 4.68 it BC LL: 20 psf BETWEEN KNEEWALLS SPAN:23'-9" APPLIED MWFRS UPLIFT: 29.76 psf WINDWARD AT 105/135 mph TRUSS CENTERS: 16 in O.C. 16.90 psf LEEWARD AT 105/135 mph APPLIED C&C UPLIFT: 49.61 psf AT 105/135 mph 20 psf MINIMUM USED MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS fibs): MWFRS C&C MEMBER SPECIES DL+LL+ 0.6 DL+ 0.6 DL+ 1-8 2 x 8 SYP#2 DEAD 25 psf 105/135 mph 105/135 mph 9-12&15-18 2 x 6 SYP#2 LOAD GSL I UPLIFT UPLIFT 13&14 2 x 4 SYP#2 EXTERIOR WALL(2) 385 825 -215 -579 19-22 2 x 4 SYP#2 MATING WALL(5) 61 163 0 0 23 2 x 6 SYP#2 MATING WALL(6) 16 149 -94 -25 EXTERIOR WALL(9) 373 769 1 -154 577 MAXIMUM INTERACTION&DEFLECTION: NOTES: 1.MATING WALL REACTIONS ARE PER SIDE. r"=ti= .z-� MAXIMUM .^; 2.WIND PER ASCE 7-16,135 mph(Vult)=105 mph(Vasd),EXP.C, J MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-16,25 psf GSL,Ct=1.1,Ce=1.0 •JAM CSI (in) 1.1 DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. j BOTTOM CHORD 0.390 0.153 1132 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORDI 0.326 1 0.198 641 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. ""I,: V CS3 � WEB 0.794 0.00 •"" N G7 `u1 c: 0 &* .l N O , t `�S' '- BARLOW ENGINEERING,P.C. 6512 SD(FORKS RD.,SURE 203-B C:1202012004971TR7-23-9-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS O PROJECT NUMBER: 200497 �- TRUSS NUMBER: TR7-23-9-SPECIAL J TRUSS PITCH: 7112 TRUSS SPAN: 23'-9" D IS F UPLIFT CONNECTIONS(MWFRS LOADS): 105/135 mph EXTERIOR WALL CHECK STRAP I CITY/END CITY/END CHECK ALT.STRAP QTY!END QTY/END CHECK ALT.STRAP CITY/END UPLIFT(IDS) 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 215 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 MATING WALL CHECK STRAP QTY/END QTY/END j CHECK ALT.STRAP QTY/END CITY/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 1 112"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 94 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 ^Ai BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B C:@02012004971TR7-23-9SPECWL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS O :.: rf43a � 41 PROJECT NUMBER: 200497 = .qj TRUSS NUMBER: TR7-23-9-SPECIAL TRUSS PITCH: 7/12 TRUSS SPAN: 23'-9" D lO 1 .1 O Ml MAXIMUM OF DL+LL+25 psf GSL&0.6 DL+1051135 mph WIND CONDITION"A"-RIDGE: CHECK STRAP QTY/END QTY 1 END CHECK ALT.STRAP QTY 1 END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP7 rl0dAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 203 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:USE(3)8 d NAILS EACH END OF 1 x 4 SHEAR(Ibs) CASE CD 118 WIND 1 1.6 JUSE(2)16 d NAILS INTO END GRAIN EACH END PLUS USE 10 d NAILS AT 21 in O.C.THROUGH PLATES CONDITION"B"-TOP CHORD FLIP: TENSION(Ibs) I CASE CD 186 WIND 1 1.6 JUSE(3)6 d NAILS THROUGH SHEATHING EACH SIDE ALTERNATE:USE(5)16 ga STAPLE THROUGH SHEATHING EACH SIDE SHEAR(Ibs) CASE CD 118 WIND 1.6 JUSE(1)16 d NAILS TOENAILED EACH END PLUS USE 10 d NAILS AT 21 in O.C.THROUGH PLATES CONDITION"C"-COLLAR TIE: AXIAL(Ibs) CASE CD 647 WIND 1.6 USE(4)16 d NAILS EACH END CONDITION"D"-KNEE WALLS: CHECK STRAP QTY/END CITY/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 16 ga STAPLE 1 1/2'.x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 284 SNOW 1.15 OK 3 3 OK 2 3 OK 3 COMPRESSION(Ibs) CASE CD 140 1 SNOW 1 1.15 JUSE(2)16 d NAILS THROUGH CHORD BLOCK CONDITION"E"-HEEL: TOP CHORD(Ibs) CASE CD 830 SNOW 1.15 USE(1)1/2"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS(2)6 d NAILS OR(2)16 ga STAPLES PER GUSSET EACH SIDE ALTERNATE:USE(1)3/4"BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(Ibs) CASE CD 759 SNOW 1.15 1 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 I CHECK ALT.STRAP CITY/END QTY/END CHECK ALT.STRAP QTY/END 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 CS18 STRAP 10 d NAILS 759 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.,SURE 203-B C:12020X2004971TR7-23-9SPECLAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES COMPONENT LOAD SUMMARY 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 x 10 ft/2= 50 plf FLOOR LIVE LOAD= 40 psf x 13.75 ft/2= 275 plf x 10 ft/2= 200 plf CEILING DEAD LOAD= 5 psf x 13.75 ft/2= 34.38 plf x 10 ft/2= 25 plf LOCATIONS 1&4=EXT.WALL HEADER&EXT.WALL STUD LOCATIONS 2&3=M.WALL HEADER&M.WALL STUD LOCATIONS 5&8=PERIMETER BAND `CROSS SECTION IS FOR REFERENCE ONLY LOCATIONS 5&7=CENTER GIRDER AND MAY NOT REFLECT ACTUAL TRUSS LOCATIONS 9&12=EXT.WALL HEADER&EXT.WALL STUD LOCATIONS 10&11=M.WALL HEADER&M.WALL STUD LOCATIONS 13&16=PERIMETER BAND LOCATIONS 14&15=CENTER GIRDER LOCATIONS 17&20=EXT.WALL HEADER&EXT.WALL STUD LOCATIONS 18&19=M.WALL HEADER&M.WALL STUD LOCATIONS 21&24=PERIMETER BAND LOCATIONS 22&23=CENTER GIRDER LOCATIONS 5-8,13-16&21-24 MAY BE USED TO GENERATE FOUNDATION LOADS TRUSS TR7-23-9-SPECIAL,7/12 PITCH,23'-9"WIDTH COMPONENT LOADS(lbs/ft) © T 25 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) 0-- 11 Q LOCATION 1 2 3 4 5 1 6 7 8 DEAD LOAD 289 46 12 280 478 235 142 450 LIVE LOAD 330 77 100 297 605 352 300 497 TOTAL LOAD 619 123 112 577 1083 587 442 947 LOCATION 9 10 11 12 13 14 15 16 DEAD LOAD 512 269 167 475 701 458 297 645 fl as flJ9 20 LIVE LOAD 605 352 300 497 880 627 500 697 TOTAL LOAD 1117 621 467 972 1581 1085 797 1342 LOCATION 17 18 19 20 21 22 23 24 1 3 DEAD LOAD 735 492 322 670 924 681 452 840 LIVE LOAD 880 627 500 697 1155 902 700 897 TOTAL LOAD 1615 1119 822 1367 2079 1583 1152 1737 C&C UPLIFT r LOCATION 1 2 3 4 5 6 7 8 g�- UPLIFT(0.6)DEAD LOAD 173 28 7 168 287 141 85 270 = 105/135 mph UPLIFT -434 0 -19 -433 -320 - - -331 LOCATION 9 10 11 12 13 14 15 16 UPLIFT(0.6)DEAD LOAD 307 161 100 285 421 275 178 387 105/135 mph UPLIFT -300 - -316 -186 -21 IV A 4 lf'— LOCATION 17 18 19 20 21 22 23 24 N UPLIFT(0.6)DEAD LOAD 441 295 193 402 554 409 271 504 105/135 mph UPLIFT -166 -199 -53 -97 (3`. BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203-B C:12020I2004971TR7-23-MPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS R_rJ LEGACY CUSTOM MODULAR HOMES 2'-11"/� 73• 13'—3�" 10-l On" 6—Oj" GROUND SNOW LOAD: 25 psf LEFT(7112)SIDE 'BALANCED SNOW LOAD: 19.25 psf UNBALANCED SNOW LOAD: 36.89 psf OPPOSITE SIDE UNB.SNOW LOAD: 5.7B psf UNBALANCED SNOW LOAD LENGTH: 4.68 ft 'l -3 APPLIED MWFRS UPLIFT: 29.80 psf WINDWARD AT 105/135 mph 9.. 1t ".. 16.93 psf LEEWARD AT 105/135 mph 25'-0" APPLIED C&C UPLIFT: 49.66 psf AT 1051135 mph t3 14 '20 psf MINIMUM USED 12 15 1'1 23 16 RIGHT(9112)SIDE •BALANCED SNOW LOAD: 19.25 psf UNBALANCED SNOW LOAD: N/A psf 10 17 OPPOSITE SIDE UNB.SNOW LOAD: N/A psf 20 21 UNBALANCED SNOW LOAD LENGTH: N/A ft 9 19 22 16 APPLIED MWFRS UPLIFT: 29.99 psf WINDWARD AT 105/135 mph 17.03 psf LEEWARD AT 105/135 mph 1©2 3 4 5 6 6 ®e APPLIED C&C UPLIFT: 49.97 psf AT 105/135 mph TRUSS NO.:TR-712-912-25-SPECIAL •20 psf MINIMUM USED JOB NO.:200497 LEFT SIDE PITCH:7112 TC DL: 10 psf RIGHT SIDE PITCH:9112 BC DL: 10 psf SPAN:25'-0" BC LL: 10 psf WHERE h<42" TRUSS CENTERS: 16 in O.C. BC LL: 20 psf WHERE h z 42" LOWER BC LL: 20 psf BETWEEN KNEEWALLS MEMBER INFORMATION: SIZE& :„ MAXIMUM SUPPORT REACTIONS fibs): MWFRS C&C . `'. MEMBER SPECIES DL+LL+ 0.6 DL+ 0.6 DL+ 4. 1-8 2 x 8 SYP#2 ¢;/ y. DEAD 25 psf 1051135 mph 1051135 mph 9-12 2 x 6 SYP#2 s ` LOAD GSL UPLIFT UPLIFT 13 2 x 4 SYP#2 = «x$ro LEFT EXTERIOR WALL(1) 377 793 209 584 14 2 x 4 SYP#2 ^ L31 LEFT MATING WALL(5) 104 281 73 99 a`� ;'s+. 15-18 2 x 6 SYP#2 N -. :1 RIGHT MATING WALL(6) 36 122 47 0 19-22 2 x 4 SYP#2 d ;a "'" "'a`: RIGHT EXTERIOR WALL(9) 373 778 163 572 23 12 x 6 SYP#2 N O y v MAXIMUM INTERACTION&DEFLECTION: NOTES:1.MATING WALL REACTIONS ARE PER SIDE. + '• `` MAXIMUM 2.WIND PER ASCE 7-16,135 mph(Null)=105 mph(Vasd),EXP.C. MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-16,25 psf GSL,Ct=1.1,Ce=1.0 CSI (in) l I DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD 0.587 0.446 388 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORD 0.772 0.835 248 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEBI 0.133 1 0.00 1 •.... BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203.8 C:120201200497\TR-712.912-25-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS PROJECT NUMBER: 200497 TRUSS NUMBER: TR-712-912-25SPECIAL Q TRUSS PITCH: 7/12&9/12 TRUSS SPAN: 25'-0" E F UPLIFT CONNECTIONS(MWFRS LOADS): 105/135 mph LEFT SIDE EXTERIOR WALL CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END I CHECK ALT.STRAP QTY/END UPLIFT(Ibs) I 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 209 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(3)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MATING WALL(PER SIDE) I 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 73 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 RIGHT SIDE EXTERIOR WALL I CHECK STRAP QTY/END QTY/END 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 163 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 $. } aol BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203-B C:Q020%200497XTR-712-912-25-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS PROJECT NUMBER: 200497 TRUSS NUMBER: TR-712-912-25-SPECIAL TRUSS PITCH: 7112&9112 TRUSS SPAN: 25'-0" D Q MAXIMUM OF DL+LL+25 psf GSL&0.6 DL+105/135 mph WIND CONDITION"A"-RIDGE: CHECK STRAP QTY/END QTY I END CHECK ALT.STRAP QTY/END QTY I END CHECK ALT.STRAP QTY/END 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 131 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 89 1 WIND 1 1.6 JUSE(2)16 d NAILS INTO END GRAIN EACH END PLUS USE 10 d NAILS AT 28 in O.C.THROUGH PLATES CONDITION"B"-TOP CHORD FLIP: TENSION(Ibs) I CASE CD 117 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 89 1 WIND 1 1.6 JUSE(1)16 d NAILS TOENAILED EACH END PLUS USE 10 d NAILS AT 28 in O.C.THROUGH PLATES CONDITION"C"-COLLAR TIE: AXIAL(Ibs) CASE CD 636 WIND 1.6 USE(4)16 d NAILS THROUGH TIE INTO RAFTER CONDITION"D"-KNEE WALL: CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(IDS) 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 360 SNOW 1.15 OK 3 4 OK 2 4 OK 4 COMPRESSION(Ibs) CASE CD 266 SNOW 1.15 USE(2)16 d NAILS THROUGH CHORD BLOCK CONDITION"E'-LOW SIDE HEEL: --x TOP CHORD(Ibs) CASE CD to 647 SNOW 1.15 USE(1)1/2"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED •tag ALTERNATE:USE(1)1/2"BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) O " PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(Ibs) CASE CD Mod a 647 SNOW 1.15 1 USE(6)6 d NAILS OR(8)16 ga STAPLES PER GUSSET EACH SIDE + CONDITION"F"-BOTTOM CHORD AT MATING LINE: STRAP ACROSS MATING LINE CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY I END QTY I END CHECK ALT.STRAP QTY/END 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 554 SNOW 1.15 NO GOOD N/A N/A OK 3 6 OK 6 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203-B C:Q0201200497\TR-712-912-25SPECLAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES , COMPONENT LOAD SUMMARY 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 13.75 ft/2= 68.75 pff x 11.25 ft/2= 56.25 pif FLOOR LIVE LOAD= 40 psf x 13.75 ft/2= 275 pif x 11.25 ft/2= 225 pif CEILING DEAD LOAD= 5 psf x 13.75 ft/2= 34.38 plf x 11.25 ft/2= 28.13 pif LOCATIONS 1&4=EXT.WALL HEADER&EXT.WALL STUD LOCATIONS 2&3=M.WALL HEADER&M.WALL STUD LOCATIONS 5&8=PERIMETER BAND •CROSS SECTION IS FOR REFERENCE ONLY LOCATIONS 5&7=CENTER GIRDER AND MAY NOT REFLECT ACTUAL TRUSS LOCATIONS 9&12=EXT.WALL HEADER&EXT.WALL STUD LOCATIONS 10&11=M.WALL HEADER&M.WALL STUD LOCATIONS 13&16=PERIMETER BAND LOCATIONS 14&15=CENTER GIRDER LOCATIONS 17&20=EXT.WALL HEADER&EXT.WALL STUD LOCATIONS 18&19=M.WALL HEADER&M.WALL STUD LOCATIONS 21&24=PERIMETER BAND LOCATIONS 22&23=CENTER GIRDER LOCATIONS 5-8,13-16&21-24 MAY BE USED TO GENERATE FOUNDATION LOADS a s Q (D TRUSS TR-712-912-25-SPECIAL.7/12&9/12 PITCH,25'-D"WIDTH COMPONENT LOADS Ilbslftl 10 i0 f2 25 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 1 3 1 4 5 6 7 8 DEAD LOAD 283 78 27 280 472 267 163 456 3 1a a LIVE LOAD 312 133 65 304 587 408 290 529 TOTAL LOAD 595 211 92 584 1059 675 453 985 LOCATION 9 10 11 12 13 14 15 16 DEAD LOAD 506 301 191 484 695 490 327 660 LIVE LOAD 587 408 290 529 862 683 515 754 3 TOTAL LOAD 1093 709 481 1013 1557 1173 842 1414 LOCATION 17 18 19 20 21 22 23 24 DEAD LOAD 729 524 355 688 918 713 491 864 LIVE LOAD 862 683 515 754 1137 958 740 979 e TOTAL LOAD 1591 1207 870 1442 2055 1671 1231 1843 { C&C UPLIFT LOCATION 1 2 3 4 5 6 7 8 � UPLIFT(0.6)DEAD LOAD 170 47 16 166 283 160 98 274 105/135 mph UPLIFT -438 -74 0 -429 -325 -323 O g LOCATION 9 10 11 12 13 1 14 UPLIFT(0.6)DEAD LOAD 304 181 115 290 417 294 196 396 .:. 1051135 mph UPLIFT -304 -307 -191 - LOCATION 17 18 19 20 21 22 23 24 ., UPLIFT(0.6)DEAD LOAD 437 314 213 413 551 428 295 518 105/135 mph UPLIFT -171 -184- -57 -79 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203-B C:1202012004971TR-712-912-25SPECIAL RALEIGH.NC 27615 LEGACY CUSTOM MODULAR HOMES 'F F. APPROVED DATE 3/2/20 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 P82-P90 TR7-17-9-2 P91 -P99 TR7-17-9-3 P100-P108 TR9-13-9-1 P109-P117 TR9-13-9-2 P118-P126 TR9-13-9-3 P127-P135 TR9-19-9-1 P136-P144 TR9-19-9-2 P145-P153 TR9-19-9-3 P154-P162 TR12-13-9-1 P163-P171 TR12-13-9-2 P172-P180 TR12-13-9-3 P181 -P189 TR12-12-9-1 P190-P198 TR12-12-9-2 P199-P207 TR12-12-9-3 P208-P216 �.'RxrshxF<.:�.s. .tx,ttil4•..trtyr/r/�d, :+"i'.3`. q�� t / ... •yiyriyl�xix4 54 i // ?: I :2.: 906100 f� _` , '+° N14L r!+trrlttttltix� 0212 /2O/�O Professional Cetifcation.I heerby certify that these documents G were prepared or approved by me,and that I am a duly licensed cE^"�•^s oux,m,m,amYu,uuuxae.uro�xm,a professional engineer under the laws of the State of Maryland, License No.33421,Expiration Date 711620. Q5Pi ^APPROVED DATE 17120 TRUSS CALCULATIONS PFSCORPORMON LEGACY CUSTOM MODULAR HOMES R-6 Bloomsdrtp,PA 1'-02„ 1 3 7'-118" 1 14 15 10 22 2'-94„ 9 19 20 16 8 18 21 17 1 O2 3 4 5 6O 7 .4-42 5 r 9�1� TTT 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.:TR7-13-9-1 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=42" PITCH:7112 UNBALANCED SNOW LOAD LENGTH: 4:3 5.01 5.6 It BC LL: 10 psf BETWEEN KNEEWALLS SPAN:13'-9" APPLIED MWFRS UPLIFT: 22.16 psf WINDWARD AT 901117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW: 16 in O.C. 12.59 psf LEEWARD AT 901117 mph FOR 30 psf GROUND SNOW: 16 in O.C. 36.43 psf WINDWARD AT 120/155 mph FOR 40 psf GROUND SNOW: 16 in O.C. 20.69 psf LEEWARD AT 120/155 mph FOR 901117 mph WIND: 16 in O.C. - APPLIED C&C UPLIFT: 38.65 psf AT 901117 mph FOR 120/155 mph WIND: 16 in O.C. 63.53 psf AT 1201165 mph 5 psf RAIN ON SNOW SURCHARGE APPLIED MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS(lbs): MWFRS UPLIFT C&C UPLIFT MEMBER SPECIES DL+LL+ DL+LL+ DL+LL+ 0.6DL+ 0.6DL+ 0.6DL+ 0.6DL+ 1-7 2 x 6 SYP#2 DEAD 20 psf 30 psf 40 psf 901117 mph 120/1515 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 245 1 515 1 577 1 693 -45 -169 -241 491 18-21 2x4 SYP#2 22 2 x 4 SYP#2 MAXIMUM INTERACTION&DEFLECTION: MAXIMUM NOTES: 1.WIND PER ASCE 7-16,117&155 mph(Vult)=90&120 mph(Vasd),FRCP.C. jA MAXIMUM DEFLECTION 2.SNOW PER ASCE 7-16,20,30&40 psf GSL,Ct=1.1,Ce=1.0 y CS] (in) l I r.DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. ` -,"` ,� ys",• BOTTOM CHORDI 0.393 0.073 2473 3.COMPONENT DESIGN IS BASED ON C&C PRESSURES p P. aye (P TOP CHORD 0.240 0.109 722 r„ .. a. _ TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. N �• 1"s/ WEB 0.098 0.00 O ..... 1 ,F N BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 20343 P12018118018012018 TRUSSESIFOLDINGl20J0-401TR7-13-9-1 -ti3 '"` ", ;"" RALEIGH,NC 27615 SECTION 6/pp.55 gPPROVEO DATE 32ZD TRUSS CALCULATIONS PFSCORPORATION LEGACY CUSTOM MODULAR HOMES &oomsMup,PA TRUSS CONNECTIONS O ©�-► PROJECT NUMBER: 180180 TRUSS NUMBER: TR7-13-9-1 TRUSS PITCH: 7112 TRUSS SPAN: 13'-9" D E UPLIFT CONNECTIONS(MWFRS LOADS): 901117 mph EXTERIOR WALL CHECK STRAP I QTY I 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 45 F 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 1201165 mph EXTERIOR WALL CHECK STRAP QTY/END QTY/END T CHECK ALT.STRAP QTY/END QTY/END I CHECK ALT.STRAP QTY/END UPLIFT(Ibs) CASE--T CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE I SIMPSON CS20 STRAP 10 d NAILS 169 WIND 1 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 i-PQ ggtt��mmp� _ BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B PA20181180180\2018 TRUSSES\FOLDINGM-30-401TR7-13-9-1 RALEIGH,NC 27615 SECTION 6/pp.56 FRF.Sa+APPROVED DATE 3:710 TRUSS CALCULATIONS PFS CORPORATION LEGACY CUSTOM MODULAR HOMES e'mrt¢Mry,PA TRUSS CONNECTIONS O ©�. PROJECT NUMBER: 180180 TRUSS NUMBER: TR7-13-9-1 TRUSS PITCH: 7112 TRUSS SPAN: 13'-9" D E MAXIMUM OF DL+ILL.+30 psf GSL&0.6 DL+120/165 mph WIND CONDITION"A"-RIDGE: 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 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 78 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 46 1 WIND 1 1.6 JUSE(1)16 d NAILS INTO END GRAIN EACH END PLUS USE 10 d NAILS AT 55 in O.C.THROUGH PLATES CONDITION"B"-TOP CHORD FLIP: TENSION(Ibs) I CASE CD 73 1 WIND 1 1.6 JUSE(1)6 d NAILS THROUGH SHEATHING EACH SIDE ALTERNATE:USE(2)16 ga STAPLE THROUGH SHEATHING EACH SIDE SHEAR(Ibs) CASE CD 46 1 WIND 1 1.6 JUSE(1)16 d NAILS TOENAILED EACH END PLUS USE 10 d NAILS AT 55 in O.C.THROUGH PLATES CONDITION"C"-COLLAR TIE: AXIAL(Ibs) CASE CD 556 WIND 1.6 USE(3)16 d NAILS EACH END CONDITION"D"-KNEE WALLS: 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 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 206 SNOW 1.15 OK 2 2 OK 2 2 OK 2 COMPRESSION(Ibs) CASE CD 77 1 SNOW 1 1.15 JUSE(2)16 d NAILS THROUGH CHORD BLOCK(WHEN USED) CONDITION"E"-HEEL: TOP CHORD(Ibs) I CASE CD 481 FSNOW 1.15 USE(1)3/8"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS(2)6 d NAILS OR(2)16 ga STAPLES PER GUSSET EACH SIDE 7= ALTERNATE: USE(1)1/2"BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) 1a !1, PLUS NO ADDITIONAL FASTENERS REQUIRED _a "+ .> ••---- 5a c BOTTOM CHORD ) CASE Ibs CD ( e s__•'� :% ' art.,_�- �v 435 SNOW 1.15 USE(4)6 d NAILS OR(6)16 ga STAPLES PER GUSSET EACH SIDE Q O a B (s' GIN EERING,P.C. KS RD.,SUITE 203-B P.12018118018012018 TRUSSESTOLDING12D-30-001TR7-13-9-1 RALEIGH,NC 27615 SECTION 6/pp.60 gPGROVED DATE J:Z20 TRUSS CALCULATIONS PFSCORPORATION LEGACY CUSTOM MODULAR HOMES Boor,¢b,vq,FA 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 pif CEILING DEAD LOAD= 5 psf x 13.75 ft/2= 34.38 pif LOCATION 1=EXT.WALL HEADER&EXT.WALL STUD LOCATION 2=PERIMETER BAND LOCATION 3=EXT.WALL HEADER&EXT.WALL STUD 1O OO 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 0 FOUNDATION LOADS Q TRUSS TR7-13-9-1.7/12 PITCH,13'-9"WIDTH COMPONENT LOADS(lbs/ft) 20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 3 4_ 5 6 DEAD LOAD 184 373 407 596 630 819 LIVE LOAD 203 478 478 753 753 1028 TOTAL LOAD 387 851 885 1349 1383 1847 30 psf GROUND SNOW LOCATION 1 2 3 4 5 6 DEAD LOAD 184 373 407 596 630 819 LIVE LOAD 249 524 524 799 799 1074 TOTAL LOAD 433 897 931 1395 1429 1893 40 psf GROUND SNOW LOCATION 1 2 3 4 5 6 DEAD LOAD 184 373 407 596 630 819 LIVE LOAD 336 611 611 886 _ 886 1161 TOTAL LOAD 520 984 1018 1482 1516 1980 C&C UPLIFTa1 LOCATION 1 2 3 4 5 6 to UPLIFT(0.6)DEAD LOAD 110 224 244 358 378 491 ^tea Zg; 901117 mph UPLIFT -181 �, 120/155 mph UPLIFT -368 -144 -124 -10 - - (0 �� BARLOW ENGINEERING,P.C. .. 6512 SIX FORKS RD.,SUITE 203-B P.1201811801800018 TRUSSESIFOLDING120-30-40\TR7-13-9.1 RALEIGH,NC 27615 SECTION 6/pp.63 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES {R-7 l�1 27'-6` GROUND SNOW LOAD: 60 psf 60 psf 70 psf BALANCED SNOW LOAD: 38.5 46.2 53.9 psf TRUSS NO.:V7-27-6 UNBALANCED SNOW LOAD: 65.88 77.44 89.02 psf JOB NO.:200459 OPPOSITE SIDE UNB.SNOW LOAD: 11.55 13.86 16.17 psf PITCH:7/12 UNBALANCED SNOW LOAD LENGTH: 6.1 6.55 6.95 ft SPAN:27'-6" TC DL: 10 psf TRUSS CENTERS: FOR 50 psf GROUND SNOW: 16 in O.C. APPLIED MWFRS UPLIFT: 22.43 psf WINDWARD AT 90/117 mph FOR 60 psf GROUND SNOW: 16 in O.C. 12.74 psf LEEWARD AT 90/117 mph FOR 70 psf GROUND SNOW: 12 in O.C. 25.66 psf WINDWARD AT 1201155 mph FOR 90/117 mph WIND: 16 in O.C. 17.99 psf LEEWARD AT 120/155 mph FOR 120/155 mph WIND: 16 in O.C. APPLIED C&C UPLIFT: 38.52 psf AT 90/117 mph 63.32 psf AT 120/155 mph MEMBER INFORMATION: MAXIMUM SUPPORT REACTIONS(1bs): MWFRS UPLIFT C&C UPLIFT SIZE& DL+LL+ DL+LL+ I DL+LL+ 0.6DL+ 0.6DL+ 0.6DL+ 0.6DL+ MEMBER SPECIES DEAD 50 psf 60 psf 70 psf 90/117 mph 120.155 mph 90/117 mph 1201155 mph 1-2 12 x 12 SPF#2 LOAD GSL GSL GSL I UPLIFT UPLIFT I UPLIFT UPLIFT EXTERIOR WALL VERTICALl 131 1 598 1 696 1 607 1 -112 1 -145 1 -275 1 -502 EXTERIOR WALL LATERALl 0 1 0 1 0 1 0 1 146 1 160 1 209 1 344 RIDGE1 261 1 1083 1 1246 1 1069 1 -166 1 -244 1 550 1 -1005 NOTES:1.RIDGE REACTIONS ARE TOTAL FOR BOTH SIDES. 2.WIND PER ASCE 7-16,117&155 mph(Vult)=90&120 mph(Vasd),EXP.C. MAXIMUM INTERACTION&DEFLECTION: 3.SNOW PER ASCE 7-16,50,60&70 psf GSL,Ct=1.1,Ce=1.0 ° "• MAXIMUM DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. MAXIMUM DEFLECTION 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES CSI (in) l! TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. TOP CHORDI 0.924 0.49 1 391 ® $ . _q BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE,NC 27616 C\202012004591V7-27E Y TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS PROJECTNUMBER: 200459 TRUSS NUMBER: V7-27-6 I TRUSS PITCH: 7112 TRUSS SPAN: 27'-6" UPLIFT CONNECTIONS(MWFRS LOADS): 90/117moh EXTERIOR WALL CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END I CHECK ALT.STRAP QTY I 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 1 16 ga STAPLE SIMPSON CS20 STRAP 1 10 d NAILS 112 WIND 1.6 OK 2 2 OK 2 2 OK 2 RIDGE(MAXIMUM OF SNOW OR WIND) CHECK STRAP ALTERNATE STRAP LOAD(Ibs/PER SIDE) I CASE CD SIMPSON A35 EACH RAFTER SIMPSON A34 EACH RAFTER 542 SNOW 1.15 OK FOR(1) OK FOR(2) 120 1156 moh EXTERIOR WALL CHECK STRAP QTY/END QTY/END I CHECK ALT.STRAP I QTY I END QTY I END CHECK ALT.STRAP QTY/END UPLIFT(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 C820 STRAP 10 d NAILS 145 WIND 1 1.6 OK 2 2 OK 2 2 OK 2 RIDGE(MAXIMUM OF SNOW OR WIND) CHECK STRAP ALTERNATE STRAP LOAD(Ibs/PER SIDE) CASE CD SIMPSON A35 EACH RAFTER SIMPSON A34 EACH RAFTER 542 SNOW 1.15 OK FOR(1) OK FOR(2) k. • .�A.&`t kill —a a"4.Vs .. •J {"�''a. -J, O � j BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD.,SUITE 203-B C1202012004591V7-27-6 RALEIGH.NO 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS PROJECT NUMBER: 200459 O TRUSS NUMBER: V7-27-6 TRUSS PITCH: 7112 ` TRUSS SPAN: 27'-6" MAXIMUM OF DL+LL+50 psf GSL&0.6 DL+9D/117 mph WIND CONDITION"A"-RIDGE: CHECK STRAP QTY!END QTY/END CHECK ALT.STRAP QTY!END QTY/END CHECK ALT.STRAP QTY J END TENSION(Ibs) CASE CD 1 112"x 26ga STRAP 1 D d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 378 SNOW 1.15 1 OK 7 8 OK 4 8 OK 3 ALTERNATE:USE(6)8 d NAILS EACH END OF 1 x 4 SHEAR(Ibs) CASE CD 639 SNOW 1.15 USE 10 d NAILS AT 2 in O.C.THROUGH PLYS CONDITION"B"-THRUST BEAM: CHECK STRAP LATERAL(Ibs) CASE CD SIMPSON A34 RAFTER TO TOP PLATE 148 WIND 1.6 OK PLUS USE 16 d NAILS AT 20"O.C.THROUGH PLATE TO FLAT BEAM MAXIMUM OF DL+LL+50 psf GSL&0.6 DL+120!155 mph WIND CONDITION"A"-RIDGE: I CHECK STRAP I 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 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 378 SNOW 1.15 OK 7 8 OK 4 8 OK 3 ALTERNATE:USE(2)8 d NAILS EACH END OF 1 x 4 SHEAR(Ibs) CASE CD 639 SNOW 1.15 USE 10 d NAILS AT 2 in O.C.THROUGH PLYS CONDITION"B"-THRUST BEAM: CHECK STRAP LATERAL(Ibs) CASE CD SIMPSON A34 RAFTER TO TOP PLATE s.. .. 160 WIND 1.6 OK : PLUS USE 16 d NAILS AT 19"O.C.THROUGH PLATE TO FLAT BEAM „r 1jC;c, BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD.,SUITE 203-B C.120 2 012 0 04 5 91V7-27-6 RALEIGH,NC Z7615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES COMPONENT LOAD SUMMARY CROSS SECTION IS FOR REFERENCE ONLY AND MAY NOT REFLECTACTUAL TRUSS EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 plf R ~ MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf '4~ ,kA.V FLOOR DEAD LOAD= 10 psf x 13.75 ft/2= 68.75 Of FLOOR LIVE LOAD= 40 psf x 13.75 ft/2= 275 Of CEILING DEAD LOAD= 5 psf x 13.75 ft/2= 34.38 Of —2 C) LOCATION 1=EXT.WALL HEADER&EXT.WALL STUD lc� LOCATION 2=RIDGE BEAM(TOTAL FOR BOTH SIDES) (�1j3 Q Q LOCATION 3=PERIMETER BAND LOCATION 4=CENTER GIRDER LOCATION 5=EXT.WALL HEADER&EXT.WALL STUD LOCATION 6=M.WALL HEADER&M.WALL STUD — LOCATION 7=PERIMETER BAND © © Q LOCATION 8=CENTER GIRDER LOCATION 9=EXT.WALL HEADER&EXT.WALL STUD LOCATION 10=M.WALL HEADER&M.WALL STUD LOCATION 11=PERIMETER BAND LOCATION 12=CENTER GIRDER O LOCATION 13=THRUST BEAM LATERAL LOCATIONS 3,4,7,8,11&12 MAY BE USED TO GENERATE FOUNDATION LOADS 11 TRUSS V7-275,7/12 PITCH,27'-B"WIDTH COMPONENT LOADS(lbs/ftl 50 psf GROUND SNOW (RIDGE BEAM LOADS ARE TOTAL FOR BOTH SIDES&MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13(LAT) DEAD LOAD 98 196 287 69 321 103 510 252 544 286 733 435 D LIVE LOAD 351 617 626 275 626 275 901 550 901 550 1176 825 0 TOTAL LOAD 449 813 913 344 947 378 1411 802 1445 836 1909 1260 0 60 psf GROUND SNOW LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13(LAT) DEAD LOAD 98 196 287 69 321 103 510 252 544 286 733 435 0 LIVE LOAD 426 739 701 275 701 275 976 550 976 550 1251 825 0 TOTAL LOAD 524 935 988 344 1022 378 1486 802 1520 836 1984 1260 0 70 psf GROUND SNOW LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13(LAT) DEAD LOAD 98 196 287 69 321 103 1 510 252 544 286 733 435 0 LIVE LOAD 509 873 784 275 784 275 1059 550 1059 550 1334 825 0 TOTAL LOAD 607 1069 1071 344 1105 378 1569 802 1603 836 2067 1260 0 C&C UPLIFT LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13(LAT) UPLIFT(0.6)DEAD LOAD 59 118 172 41 193 62 306 151 326 172 440 261 0 90/117 mph UPLIFT -206 -206 -34 -165 -13 -144 - 55 - -34 157 12D/155 mph UPLIFT -377 -377 -205 -336 -184 -315 -71 -226 51 -205 -116 258 BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD..SUITE 203-B C.120201200459\V7-27-6 RALEIGH,NC 271116 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES NOTES: 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6&FLAT USE FACTOR(Cfu)=1.2. 2. SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. 3. SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION AND SUPPORT CONNECTION. BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOT ALLOWED. FLAT THRUST BEAM SPANS V7-27-6 1201155 mph WIND BASED ON 1/240 DEFLECTION BASED ON 1/360 DEFLECTION I BASED ON 1/480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM I LIMITED DEFLECTIO MAXIMUM I LIMITED DEFLECTIO MAXIMUM I LIMITED IDEFLECTIO1 MAXIMUM I LIMITED DEFLECTION MEMBER LOAD(plf) QUANTITY d/b SPAN BY (in) SPAN BY (in) SPAN BY (in) SPAN BY (in) 2 x 12 SPF#2 258 1 7.5 11'-8" Lb 0.437 11'-2" Ld 0.375 10'-2" Ld 0.256 11'-8" Lb 0.437 2 3.8 20'-4" Ld 1.02 17'-9" Ld 0.594 16'-2" Ld 0.405 17'-0" Ld 0.5 3 2.5 26'-B" Ld 1.335 23'-3" Ld 0.777 21'-2" Ld 0.53 20'-10" Ld 0.5 4 1.9 32'-3" Ld 1.614 28'-2" Ld 0.94 25'-7" Ld 0.641 24'-V Ld 0.5 2 x 12 SYP#2 258 1 7.5 11'-2" Lb 0.365 11'-2" Lb 0.365 i10'-2" Ld 0.265 11'-2" Lb 0.365 2 3.8 20'-4" Ld' 1.02 17'-9" Ld 0.594 16'-2" Ld 0.405 17'-D" Ld 0.5 3 2.5 26'-8" Ld 1.333 23'-3" Ld 0.777 21'-2" Ld 0.529 20'-1 D" Ld 0.5 4 1.9 32'-2" Ld 1.612 28'-1" Ld 0.939 25'-7" Ld 0.64 24'-D" Ld 0.5 2 x 12 HEM-FIR#2 258 1 7.5 11'-6" Lb 0.444 10'-11" Ld 0.366 9'-11" Ld 0.249 11'-6" Lb 0.444 2 3.8 19'-10" Ld 0.995 17'-4" Ld 0.58 15'-9" Ld 0.395 16'-9" Ld 0.5 3 2.5 26'-0" Ld 1.302 22'-9" Ld 0.758 20'-8" Ld 0.517 20'-6" Ld 0.5 4 1.9 31'-5" Ld 1.575 27'-6" Ld 0.917 24'-11" Ld 0.625 23'-7" Ld 0.5 2 x 12 SP SELECT STR. 258 1 7.5 14'-0" Ld 0.7 12'-2" Ld 0.408 11'-1" Ld 0.278 12'-10" Ld 0.5 2 3.8 22'-2" Ld 1.11 19'-4" Ld 0.646 17'-7" Ld 0.44 18'-2" Ld 0.5 3 2.5 29'-0" Ld 1.452 25'-4" Ld 0.846 23'-0" Ld 0.576 22'-3" Ld 0.5 4 1.9 35'-V Ld 1.757 30'-8" Ld 1.023 27'-10" Ld D.697 25'-7" Ld 0.5 1,5x11.25LVL 258 1 7.5 14'-5" Ld 0.725 12'-7" Ld 0.422 11'-6" Ld 0.288 13'-2" Ld 0.5 2 3.6 22'-11" Ld'' 2'X3 20'-0" Ld 0.669 18'-2" Ld 0.456 18'-7" Ld 0.5 3 2.5 30'-0" Ld 1.502 26'-2" Ld 0.875 23'-10" Ld 0.596 22'-9" Ld 0.5 4 1.9 1 36'-3" Ld 1.816 31'-8" Ld 1,057 28'-9" a 0.721 26'-3" Ld D.5 s OBAR �'�0s�'p`. 6612 Ix LOW ENGINEER 5 IN 20&B C:%2020V200459%V7-27-8 w RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES NOTES: 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6&FLAT USE FACTOR(Cfu)=1.2. 2. SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. 3. SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION AND SUPPORT CONNECTION. BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOTALLOWED. FLAT THRUST BEAM SPANS V7-27-6 120/155 mph WIND BASED ON I/240 DEFLECTION BASED ON I/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 112"MAX.DEFLECTION MAXIMUM LIMITED DEFLECTIO MAXIMUM LIMITED DEFLECTIO MAXIMUM LIMITED DEFLECTIO MAXIMUM LIMITED DEFLECTION MEMBER LOAD(plf) QUANTITY d/b SPAN BY (in) SPAN BY (in) SPAN BY (in) SPAN BY (in) 1.5x12LVL 258 1 6 15'-5" Ld 0.773 13'-6" Ld 0.45 12'-3" Ld 0.307 13'-10" Ld 0.5 2 4 24'-5" Ld 1.225 21'-4" Ld 0.713 19'-5" Ld 0.486 19'-6" Ld 0.5 3 2.7 32'-0" Ld 1.601 27'-11" Ld 0.933 25'-5" Ld 0.635 23'-11" Ld 0.5 4 2 38'-8" Ld 1.936 33'-9" Ld 1.127 30'-8" Ld 0.76B 27'-7" Ld 0.5 1.5x14LVL 258 1 9.3 18'-0" Ld 0.902 15'-9" Ld 0.525 14'-3" Ld 0.358 15'-6" Ld 0.5 2 4.7 28'-6' Ld 1.428 24'-11" Ld 0.831 22'-7" Ld 0.567 21'-11" Ld 0.5 3 3.1 37'-W Ld 1.866 32'-7" Ld 1.087 29'-7" Ld 0.741 26'-10" Ld 0.5 4 2.3 45'-1" Ld 2.255 39'-4" Ld 1.313 35'-9" Ld 0.895 30'-11" Ld 0.5 1.5x16LVL 258 1 10.7 20'-7" Ld 1.03 17'-11" Ld 0.6 16'-4" Ld 0.409 17'-2" Ld 0.5 2 5.3 32'-7" Ld 1.63 28'-5" Ld 0.95 25'-10" Ld 0.647 24'-3" Ld 0.5 3 3.6 42'-7" Ld 2.13 37'-2" Ld 1.241 33'-9" Ld 0.845 29'-7" Ld 0.5 4 2.7 51'-5" Ld 2.574 44'-11" Ld 1.499 40'-10" Ld 1.021 34'-2" Ld D.5 1.5x18LVL 258 1 12 23'-2" Ld 1.158 20'-2" Ld 0.675 18'-4" Ld 0.46 18'-9" Ld 0.5 2 6 36'-7" Ld 1.833 32'-0" Ld 1.068 29'-1" Ld 0.727 26'-5" Ld 0.5 3 4 47'-10" Ld 2.394 41'-9" Ld 1.394 38'-0" Ld 0.95 32'-4" Ld 0.5 4 3 57'-9" Ld 2.891 50'-6" Ld 1.684 45'-10" Ld 1.147 37'-3" Ld 0.5 1.5x20LVL 258 1 13.3 25'-8" Ld 1.287 22'-5" Ld 0.749 20'-5" Ld 0.511 20'-3" Ld 0.5 2 6.7 40'-8" Ld 2.035 35'-6" Ld 1.185 32'-3" Ld 0.808 28'-7" Ld 0.5 3 4.4 53'-l" Ld 2.657 46'-5" Ld 1.548 42'-2" Ld 1.055 35'-0" Ld 0.5 4 3.3 64'-1" Ld 3.208 56'-0" Ld 1.868 50'-11" Ld 1.273 40'-3" Ld 0.5 1.5x22LVL 258 1 14.7 28'-3" Ld 1.415 24'-8" Ld 0.824 22'-5" Ld 0.561 21'-9' Ld 0.5 2 7.3 44'-8" Ld 2.237 39'-1" Ld 1.303 35'-6" Ld 0.88B 30'-9" Ld 0.5 3 4.9 58'-4" Ld 2.92 51'-0" Ld 1.701 46'-4" Ld 1.159 37'-6" Ld 0.5 4 3.7 70'-5" Ld 3.524 61'-6" Ld 2.052 55'-11" Ld 1.398 43'-3" Ld 0.5 1.5x24LVL 258 1 16 30'-10" Ld 1.543 26'-11" Ld 0.899 24'-5" Ld 0.612 23'-3" Ld 0.5 2 B 1 48'-9' Ld 2.439 42'-7" Ld 1.42 38'-13" Ld 0.968 32'-9" Ld 0.5 3 5.3 63'-7" Ld 3.182 55'-7" Ld 1.853 50'-6" Ld 1.263 40'-0" Ld 0.5 4 4 76'-9" Ld 3.839 67'-0" Ld 2.236 60'-11" Ld 1.524 46'-l" Ld 0.5 END CONNECTIONS: 1/4"LAG SCREWS Z= 82 Ibs x 1.6= 131.2 IDS 3/8"LAG SCREWS Z= 192 Ibs x 1.6= 307.2 Ibs 1/2"LAG SCREWS Z= 3761bsx1.6= 601.61bs FOR(2)1/4"LAG SCREWS: 131.2 Ibs x 2 x 2= 2.03 ft= 2'-0" MAXIMUM SPAN 258p1F � ,. ALLOWABLE BEAM SPANS FOR LAG SCREW CONNECTIONS: �r QUANTITY.,PER END OF BEAM 0 `T ' SCREW 2 3 4 5• 6 7 8 9 10 1/4"LAG SCREWS 2'-0" 3'-0" 4'-0" 5'-1" 6'-1" 7'-1" 6'-1" 9'-1" 10'-2" 318".LAG.SCREW.S _.. .,. 4'-9" 7'_1" 9'-6" 11'-10" 14'-3" 16'-8" 19'_0" 21'_5„ 23'_9" O . •1} SCREWS-. • 9'-3" 13'-11" 18'-7" 2:3 -.'." :; 27'-11" 32'_7" 37'-3" 41'-11" 46'-7" � BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 2030 C:1202012004591V7-276 - ._ RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES 1 s 4 2 9'-0,+ Q � GROUND SNOW LOAD: 25 psf TC DL: 10 psf BALANCED SNOW LOAD: 19.25 psf BC DL: 10 psf TRUSS NO.:HT3.5-9 DRIFTING SNOW LOAD: 38.5 psf BC LL: 10 psf WHERE h<42" JOB NO.:200497 OPPOSITE SIDE UNB.SNOW LOAD: 5.78 psf BC LL: 20 psf WHERE h?42" PITCH:3.5/12 UNBALANCED SNOW LOAD LENGTH: 6.66 ft SPAN:9'-0" APPLIED MWFRS UPLIFT: 29.38 psf WINDWARD AT 105/135 mph TRUSS CENTERS: 16 in O.C. 19.51 psf LEEWARD AT 1051135 mph APPLIED C&C UPLIFT: 48.97 psf AT 105/135 mph MEMBER INFORMATION: f .. SIZE& � + MAXIMUM SUPPORT REACTIONS(Ibs): MWFRS C&C MEMBER SPECIES lr ri 1s ,'? DL+LL+ 0.6DL+ O.6DL+ 1 2 x 8 SYP#2 +�, DEAD 25 psf 105/135 mph 1051135 mph / LOAD GSL UPLIFT UPLIFT 2-3 2 x B SYP#2 CL) � �,:,+�i�':•..' �..' 'ws M EXTERIOR WALL 1 151 432 -97 -222 4 2 x 4 SYP#2a ( ) ® t Lrz. t;' > F (V r ) ^' g �..q". EXTERIOR WALL(2)l 139 1 372 1 -106 1 -232 AA MAXIMUM INTERACTION&DEFLECTION: MAXIMUM NOTES: 1.WIND PER ASCE 7-16,135 mph(Vult)=105 mph(Vasd),EXP.C. MAXIMUM DEFLECTION 2.SNOW PER ASCE 7-16,25 psf GSL,Ct=1.1,Ce=1.0 1 CSI (in) l/ DRIFTING SNOW FROM AN UPPER ROOF HAS BEEN CONSIDERED IN THIS DESIGN. BOTTOM CHORD 0.236 0.057 1846 3.COMPONENT DESIGN IS BASED ON.0&C PRESSURES TOP CHORD 0.492 0.145 834 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEB 0.048 0.00 "*•" BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B C:Q02D1200497WT3.5-9 RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS PROJECT NUMBER: 200497 \/ TRUSS NUMBER: HT3.5-9 TRUSS PITCH: 3.5112 TRUSS SPAN: 9'-0" UPLIFT CONNECTIONS(MWFRS LOADS): 1051135 mph EXTERIOR WALL(1) CHECK STRAP CHECK ALT.STRAP QTYI END QTYI END CHECK ALT.STRAP QTYI END UPLIFT(Ibs) CASE CD SIMPSON HTS16 STRAP w/(24)10 d NAILS 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 97 WIND 1.6 OK 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 EXTERIOR WALL(2) 1 CHECK STRAP CHECK ALT.STRAP QTY/END I QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs/PER SIDE)I CASE CD SIMPSON HTS16 STRAP w/(24)10 d NAILS 1 112"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 106 WIND 1.6 OK I 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 MAXIMUM OF DL+LL+25 psf GSL&0.6 DL+1051135 mph WIND CONDITION"A"-KNEE WALL: CHECK STRAP CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD SIMPSON HTS16 STRAP w/(24)10 d NAILS 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga'STAPLE SIMPSON CS20 STRAP 10 d NAILS 274 WIND 1.6 OK OK 2 3 OK 2 CONDITION"B"-HEEL: SHEAR(Ibs) CASE CD 100 WIND 1.6 USE(2)16 d NAILS TOENAILED THROUGH RAFTER INTO PLATE PLUS USE(2)16 d NAILS THROUGH PLATE INTO BOTTOM CHORD C 4Mtr >, ® * hY ^^a CD BAR L EN 6512 SD(FORKS RD.,N C.SURE 203 C:W201200497\HT3.5-9 q_x .. RALEIGH,NC 27615 TRUSS CALCULATIONS 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 it = 80 plf FLOOR DEAD LOAD= 10 psf x 9 ft/2= 45 plf FLOOR LIVE LOAD= 40 psf x 9 ft/2= 180 plf r CEILING DEAD LOAD= 5 psf x 9 R/2= 22.5 plf Y e/ 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 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 ?. IS, LOCATION 11=PERIMETER BAND LOCATION 12=CENTER GIRDER LOCATIONS 3,4,7,8,11&12 MAY BE USED TO GENERATE FOUNDATION LOADS - _. _ _ 12 TRUSS HT3.5-9,3.5/12 PITCH,9'-0"WIDTH COMPONENT LOADS(Ibslft) 25 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 DEAD LOAD 113 104 278 229 301 252 466 1 377 1 489 1 400 1 654 525 LIVE LOAD 211 175 391 355 391 355 571 535 571 535 751 715 TOTAL LOAD 324 279 669 584 692 607 1037 912 1060 935 1405 1240 ° C&C UPLIFT = si✓ —' :m� LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 UPLIFT(0.6)DEAD LOAD 68 62 167 137 181 151 280 226 293 240 392 315 105/135 mph UPLIFT -167 -174 0 -99 - -85 -10 Q BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 203-H C1202012004971HT3.5-9 RALEIGH,NC 27615 LEGACY CUSTOM MODULAR HOMES PFS°a; APPROVED DATE 3/2/20 PFS CORPORATION Bloomsburg, PA SECTION 22 UNIFORMLY LOADED BEAM CHARTS P1 -P137 ek - s•- y��! irrr'snarn�a �x) '' r;•, ff� * ,ki aegis '� ••. ',�`..�,� ,,,•;.:�;' .;rl ,' �`ros�� `'` ' ,;g .`}'s�'°' r• g•� .�:.w^x': `�w q" .,r, a r..•,� �2/2`+/n 020 Professional Certification.I hearby certify that these documents / VV L were prepared or approved by me,and that I am a duly licensed •�rn,m eoonwu_w.vo-+o�:�r. professional engineer under the laws of the State of Maryland, asuaaso sxa sure License No.33421,Expiration Date 711620. APPROVED DATE •1n'20 PFS CORPORATION &ownsbuq,P4 7/12 RANCH SECTION CEILING BEAMS 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 11480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED I BEARING DEFLECTION MEMBER LOAD(pl1) QUANTITY d/b SPAN BY LENGTH(n) (in) SPAN BY LENGTH(n) (in) SPAN BY LENGTH(in) (In) SPAN BY LENGTH(in) (in) ' 2x8S1?F tK? � 7,00 1 4.> 6'-5` L.b' 1.C.U6 0,`47 8'-9" Lb 1.066 0.142 6'-9° Lb 1.068 D.142 6'-9" Lb - 1.066 0.142 2 2.4 9'-6' Lb 0.755 0.283 9'-6" Lb 0,755 0.283 9'-0" Ld 0.714 0.226 9'-6" Lb 0.755 0.283 11'-B" Lb 0.618 0.423 ll'-4" Ld 0.601 0.378 10'-3" Ld 0.546 0.258 11'-S. Lb 0.618 0.423 4 1.2 13'-5" Lb 0.536 0.561 12'-5" Ld 0.498 0.416 11' Ld Ld_ 0.452 0.283 13'-0" Ld 0.521 0.5 2x8SYP#2 200 1 4.8 6'-4" Lb 0.753 0.11 6'-4' Lb 0.753 0.11 6'-4" Lb 0.753 0.11 6'-4" Lb 0.753 0.11 2 2.4 8'-11" Lb 0.534 0.219 8'-11" Lb 0.534 0.219 8'-11" Lb 0.534 0.219 8'-11" Lb 0.534 0.219 3 1.6 10 11" Lb 0,437 0.327 10 11" Lb 0.437 0.327 10'-3" Ld 0.412 D.258 10'-II" Lb 0.437 0.327 4 1.2 12'-7' Lb 0.379 0.434 12'-5' Ld 0.375 0.415 ll'-3" Ld 0.341 0.283 12'-7° Lb 0.379 OA34 2x8 HEM-FIR#2, 200 1 4.8 - 6'-8" Lb 1.103 0.144 6'-B' Lb 1.103 0.144 6'-8" Lb 1.103 D.144 6'-8" Lb 1.103 0.144 2 2.4 9'-4" Lb 0.781 0.288 9'-4" Lb 0.761 0.288 B'-9" Ld 0.731 0.22 9'-4- Lb 0.781 0.288 3 1,6 ll'-6" Lb 0.639 0.43 11'-0' Ld 0.615 0.369 10'-0" Ld 0.559 0.252 11'-fill Lb 0.639 0.43 4 1,2 13'-3" Lb 0.555 0.571 12'-2" Ld 0.509 0.406 11'-0" Ld 0.463 0,277 12'-9" Ld 0.637 0.5 2 x 8 SP SELECT STIR. 200 1 4.8 9'-9" Ld 1.164 0.491 1'-7" Ld 1.017 0.286 7'-9" Ld 0.924 0.195 9'-10" Ld 1.169 0.5 2 2.4 12'-4' Ld 0.735 0.618 10'-9" Ld 0.642 0.36 9'-9" Ld 0.583 0.245 11'-8" Ld 0.697 0.5 3 1.6 14'-1" Ld 0.562 0.707 12'-4" Ld 0.491 0.412 ll'-2' Ld 0.446 0.281 12'-Il" Ld 0.516 0.5 4 1.2 15'-6" Ld 0.465 0.777 13'-6" Ld 0.406 0.453 12'-4" Ld 0,369 0.308 13'-11" Ld 0.417 0.5 1.5 x 7.25 LVL 200 1 4.8 10'-2" Ld 0.775 0.509 8'-10" Ld 0.677 D.296 8'-0" Ld 0.615 0.202 10'-1" Ld 0.771 0.5 2 2.4 12'-9" Ld 0.49 0.64 ll'-2" Ld 0.428 0.373 10'-1" Ld 0.389 0.254 12'-0" Ld 0.46 0.5 3 1.6 14'-7' Ld 0.375 0.731 12'-9' Ld 0.328 0.426 11'-7" Ld 0.298 0.29 13'-3" Ld 0.341 0.5 4 1.2 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 2x 10 SPF#2 200 1 6.2 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 0.152 8--3" Lb 1.303 0.152 2 3.1 11'-7" Lb 0.924 0,303 11'-7' Lb 0.924 01303 11'-6" Ld 0.912 0,28E l l'-7" Lb 0.924 0.303 3 2.1 14'-2" Lb 0.756 0.452 14'-2" Lb 0.756 0.452 13'-1" Ld 0.698 0.329 14'-2" Lb 0.756 DA52 4 1.5 16'-4" Lb 0.657 0.599 15'-10" Ld 0.637 0.53 14'-5" Ld 0.579 0.361 15'-8" Ld 0.628 0.5 2x10SYP#2 200 1 6.2 7'-6' Lb 0.894 0.105 7'-6" Lb 0.894 0.105 7'-6" Lb 0.894 0.105 7'-6" Lb 0.894 0.105 2 3,1 10'-7' Lb 0.634 0.209 10'-7" Lb 0.634 0.209 10'-7' Lb 0.634 0.209 10'-7" Lb 0.634 0.209 3 2.1 12'-11" Lb 0.519 0.311 12 -11" Lb 0.519 0.311 12'-11" Lb 0.519 0.311 12 -11" Lb 0.519 0.311 4 1 1.5 14'-10" Lb 0.451 0.412 14 -10" Lb 0.451 0.412 14'-5" 1 Ld 0.436 0.361 14'-10" Lb 0.451 0.412 2x 10 HEM-FIR 92 20D 1 6.2 8'-1" Lb 1.348 0.155 8'-1" Lb 1.348 0.155 8'-1" Lb 1.348 D.155 8'-1" Lb 1.348 0.155 2 3.1 l l'-5" Lb 0.956 0.308 11'-5" Lb 0.956 04308 11 1-2" Ld 0.934 0.281 l l'-5" Lb 0.956 0.308 3 2.1 14'-0" Lb 0.782 0.459 14'-0" Lb 0.782 0.459 12'-9" Ld 0.715 0.321 14'-0" Lb 0.782 0.459 4 1.5 16'-l" Lb 0.679 0.609 15'-6" Ld 0.652 0.517 14'-l" Ld 0.592 0 15'-4" Ld 0.647 0.5 2 x 10 SP SELECT STR. 200 1 6,2 11'-6' Lb 1.366 0.447 10 -11" Ld 1.298 0.365 9'-11" Ld 1.179 C.249 l l'-6" Lb 1.366 0,447 2 3.1 15'-9" Ld 0.939 0,78E 13'-9" Ld 0.82 0.459 12'-6" Ld 0.7,,tS �sr •• 14'-0" Ld 0.838 0.5 3 2.1 18'-0" Ld 0.719 0.901 15'-8" Ld 0,628 0.525 14'-3' Ld '`:'" '-6" Ld 0.62 0.5 - 4 1.5 19'-9" Ld 0.595 0.99 17'-3" Ld D.52 0.577 15'-B" Ld t or-, 1 Ld 0.502 0.5 1.5 x 9.25 LVL 200 1 6.2 12'-11" Ld 0.989 0.649 l l'-4" Ld 0.864 0.378 10'-3- Ld ill Ld 0.927 0.5 2 3. -3 Ld 0.547 - 1 16'-3" Ld 0.626 0.816 14' " 0.475 12' "� Ld "p3.497 ;J' '-rr Ld 0.654 0.5 3 2.1 18'-7" Ld 0.48 0.932 16'-3" Ld 0.419 0.543 14'- Lc{""' 0.38 ^ Al Ld Ld 0.411 0.5 4 1.5 20'-5" Ld 0.398 1.023 17'-10" Ld 0.347 0.596 Is,- -1 �. 31 g „Q iU A" Ld 0.332 0.5 UNIBEAM $ ` 4' SECTION 22/pp.13 PFS`d APPROVED DATE A-7120 PFS CORPORATION mew PA ' 7/12 RANCH SECTION DOOR AND WINDOW 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 LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM I UMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(DID QUANTITY d l b SPAN BY LENGTH(n) (n) SPAN BY LENGTH(n) (n) SPAN I BY LENGTH(n) (n) SPAN BY LENGTH(n) (n) 2x4SPF#2 =650 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 .U.6 31r6" Ln' 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'-1)' Lb 0.518 0.132 3'-8" Ld 0.474 0.093 4'-0' Lb 0.518 0.132 2 x 4 SYP#2 650F�2 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'-lD" Lb 0.713 0.023 1.22'-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 6.8 3'-2' Lb 0.412 0.07 3'-2" Lb 0,412 D.07 3'-2" Lb 0.412 D.07 3'-2" Lb 0.412 0.07 4 0.6 3'-8' Lb 0.357 D.093 3'-8- Lb 0.357 0.093 3'-8" Lb 0,357 0.093 3'-8" Lb 0.357 0.093 2x4 HEM-FIR#2 650 1 2.3 2'-D' 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 1.2 2'-9' Lb 0.758 0.067 2'-9" Lb 0.75E 0.067 2'-9" Lb 0.758 0.067 2'-9" Lb 0.758 0.067 3 D.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 D.056 2'-5" Lv 0.947 0.056 2'-5" Lv 0.947 0.055 2'-5" Lv 0.947 0.056 2 1.2 4'-0' Ld 0.775 0.2D2 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'-B' Ld OA7 0.092 5'-7' Ld 0.71B 0.5 4 0.6 5'-i' Ld 0.489 0.254 4'-5" Ld OA27 0.148 4'-0' Ld 0.388 0.101 6'-0' Ld 0.579 0.5 1.5x 3.5 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 1.2 4'-2- Ld 0.516 0209 3'-7" Ld 0.451 0.122 3'-3" Ld 0.409 0.083 4'-3' Lb 0.533 0.239 3 D.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 G.263 4'-7" Ld 0.284 0.153 4'-2" Ld 0.258 0.105 6',-1" Lb 0.377 0.476 2 x 6 SPF,Y2 t$0 1 3.7 2'-11" Lb 1.515 0.039 2'-11" Lb 1.515 D.039 2'-11" Lb 1.515 0.039 2'-11" Lb 1.515 0.039 - 2 1.8 4'-2" Lb 1.072 0.078 4'-2" Lb 1.072 0.078 4'-2" Lb 1.072 0.078 4'-2" Lb 1.072 0.078 < 3 1'2 5'..1" � Lb� 0,076 ,0.117 5'-1" Lb 0.876 0,117 5'-1" Lb 0.876 0.117 5'- 1" Lb 0.876 0.117 4 019 5'-11' Lb 0.759 0.156 5'-11" Lb 0,759 0.156 5'-9" Ld 0.746 0.146 5'-11" Lb 0.759 0.156 2x6SYP#2 650 1 3.7 2'-9' Lb 1.069 0.03 2'-9' Lb 1.069 0.03 2'-9" Lb 1.069 0.03 2'-9" Lb 1.069 0.03 2 1.8 3'-11" Lb 0.756 0.06 3'-11' Lb 0,756 0.06 3'-11" Lb 0.756 0.06 3'-11' Lb 0.756 0.06 3 12 4'-9' Lb 0.618 0.09 4'-9" Lb 0.618 0.09 4'-9" Lb 0.618 0.09 4'-9" Lb 0.618 0.09 4 0.9 5'-6' Lb 0,535 0.12 5'-6" Lb 0.535 0.12 5'-6" Lb 0.535 0.12 5'-6" Lb 0.535 0.12 2 x 6 HEM-FIR#2 650 1 3.7 2'-11" Lb 1.567 0.04 2'-11' Lb 1.567 0.04 2'-11' Lb 1.567 0.04 2'-11' Lb 1.567 0.04 2 1.8 4'-l' Lb 1.109 0.079 4'-l' Lb 1.109 0.079 4'-1" Lb 1.109 0.079 4'-1" Lb 1.109 0.079 3 1.2 5'-0' Lb 0.906 0.119 5'-O' Lb 0.906 0.119 1. 1). Lb 0.906 0.119 5'-0" Lb 0.906 0.119 4 0.9 5'-10' KLd3 5 0.158 5'-10" Lb 0.785 0.158 5'-8" Ld 0.764 0.142 5'-10" Lb 0.785 0.158 2 x 6 SP SELECT STIR. 650 1 3.7 3'-10" 8 a088 3'-10' Lv 1.488 0.088 3'-1 D" Lv 1.488 0.088 10" Lv 1.488 0.088 2 1.8 6'-4' 9 0.317 5'-6- Ld 1.065 0.185 5'-0" Ld 0.967 0.126 6'-6 Lb 1.249 0.35 3 12 7'-3' 1 0.363 6'-4' Ld 0.813 0.211 5'-9" Ld 0.739 _ -�[ - 'tt Ld 1.008 O.5 4 0.9 7'-11" 9 0.4 6'-11" Ld 0.672 0.233 6'-4" Ld 0.61 Slx,1 0.813 0.5 1.5x5.5 LVL 650 1 3.7 4'-8° 7 0.177 4'-6" Ld 1.124 0.152 4'-1" Ld 1.02 '_ 9 1.167 0.177 2 1.8 6'-6" 1 0.329 5'-8" Ld 0.708 0.191 5'-2" L 0. '`� 0.13 fir,. ' � 0.826 0.353 3 1.2 7'-8' 9 0.376 8'-6" Ld 0.541 0.219 5'-11" L 6 � ..10`•• '1aL{(' . 0,665 0.5 4 0.9 8'-3' Ld 0.512 0.414 7'-2" Ld 0.447 0.241 6' 6' L1 "„$+,[� �ue 0.536 1 0.5 UNIBEAM SECTION 221 pp.39 P_.F APPROVED DATE 1.2'20 PFS CORPORATION aWIM"�1UlfJ,PA A PATIO SLIDER DOOR 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, S.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 11480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plo QUANTITY d/b SPAN BY LENGTH(in) (In) SPAN BY I LENGTH(in) (n) SPAN BY LENGTH(in) (n) SPAN BY I LENGTH(in) (in) 9 X 8 SPP'#2. .609 1 4.8 3'-10*_ Lb 1.844 0.048 3'-1 D" Lb 1.B44 0.048 K'- Lb 1.844 0.048 3'_10" Lb 1.844 0,048 5'-6" Lb 1.305 0.095 5'-6" Lb 1.305 0.095 Lb 1.305 0.095 5'-6- Lb 1.305 0.095 6'-9" r Ln 1.Cro6'- •0,142' 6'-9' Lb 1.066 0.142 Lb 1.066 0.142 6'-9" Lb 1.066 0.142 4 1.2 7'-9" Lb 0.924 0.189 7'-9' Lb 0.924 06189 Lb 0.924 0.189 7'-9' Lb 0.924 0.189 2x8SYP#2 60D 1 4.8 3'-8- Lb 16302 0.037 3'-8' Lb 1.3D2 0.037 Lb 1.302 0.037 3'-8' Lb 1.302 0.037 2 2.4 5'-2' Lb 0.921 0.074 5'-2" Lb 0.921 0.074 Lb 0.921 0.074 5'-2" Lb 0.921 0.074 3 1.6 6'-4" Lb 0.753 0.11 6'-4" Lb 0,753 0.11 Lb 0.753 0.11 6'-4" Lb 0.753 0.11 4 1.2 7'-3" Lb 0.653 0.147 7'-3- Lb 0.653 0.147 - Lb 0.653 0,147 7'-3" Lb 0.653 06147 2 x 8 HEM-FIR#2 600 1 4.8 3'-10" Lb 1.907 0.048 3'-10* jLbb 1.907 0.048 3'-10" Lb 1.907 0.048 3'-10" Lb 1.907 0.048 2 2.4 5'-5" Lb 1.349 0.096 5'-5" 1.349 0.096 5'-5" Lb 1.349 0.096 5'-5' Lb 1.349 0.096 3 1.6 6'-W Lb 1.103 0.144 6'-8" 1.103 0.144 6'-8° Lb 1.103 0.144 6'-8' Lb 1.103 0.144 4 1.2 7'-9" Lb 0.956 0.192 7'-8" 0.956 0.192 7'-B" Lb 0.956 0.192 7'-8' Lb 0.956 0.192 2 x 8 SP SELECT STR. 600 1 4.8 5'-5" Lv 1.92E 0.137 5'-5" 1.925 0.137 5'-4' Ld 1.918 0.135 5'-5° Lv 1.925 0.137 2 2.4 8'-3° Lb 1.465 0.367 7'-6- 1.331 0.25 6'-9" Ld 1.209 0.17 8'-3- Lb 1.465 0.367 3 1.6 9'-9" Ld 1.164 0.491 8'-7" 1.017 0.286 7'-9° Ld 0.924 0.195 9'-10" Ld 1.169 0.5 4 1.2 10'-9" Ld 0.962 0.541 9'-5' 0.84 0.315 8'-6' Ld 0.763 0.215 10'-7" Ld 0.943 0.5 1.5x 7.25 LVL 600 1 4.8 6'-5" Lb 1.465 0244 6'-2- Ld 1.405 0.206 5'-7" Ld 1.276 0.14 6'-5" Lb 1.465 0.244 2 2A 8'-10" Ld 1.014 0,445 7'-9' Ld 0.886 0.259 7'-0' Ld 0.805 0.176 9'-1° Lb 1.037 0.486 3 1.6 10'-2" Ld 06775 0.509 8'-10" Ld 0.677 0.296 8'-0" Ld 0.615 0.202 10'-1" Ld 0.771 0.5 4 12 ll'-2" Ld 0.64 0656 9'-9" Ld 0.559 0.326 8'-10" Ld 0.508 0.222 10'-10" Ld 0.622 0.5 2x 10 SPF#2 600 1 62 4'-9' Lb 2.253 D.051 4'-9" Lb 2.253 0.051 4'-9° Lb 2.253 0.051 4'-9" Lb 2,253 0.051 2 3.1 6'r9° Lb 1,524 0.102 6'-9" Lb 1.594 0.102 6'-9" Lb 1.594 OAD2 6'-9" Lb 1.594 0.102 3 261 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 1 0.152 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 0.152 4 1 1.5 9'-6" Lb 1.129 0.203 9'-6" Lb 1.129 0.203 9'-6" Lb 1.129 0203 9'-6" Lb 1.129 0.203 2x 10 SYP#2 600 1 6.2 4'-4" Lb 1.545 0.035 4'-4' Lb 1.545 0.035 4'-4" Lb 1.645 0.035 4'-4° Lb 1.545 0.035 2 361 6'-1' Lb 1.094 0.07 6'-l' Lb 1.094 0.07 6'-l' Lb 1.094 0.07 6'-1' Lb 1.094 0.07 3 2.1 7'-6" Lb 0.894 06105 7'-6" Lb 0.894 0.105 7'-6° Lb 0.894 0.105 7'-6" Lb 0.894 0.105 4 165 8'-8" Lb 0.775 0.14 8'-8" Lb 0.775 0.14 8'-8" Lb 0.775 0.14 1'-8" Lb .0.775 0.14 2x 10 HEM-FIR#2 600 1 6.2 4'-8" Lb 2.33 0.052 4'-8' Lb 2.33 0.052 4'-8" Lb 2.33 06052 4'-8" Lb 2.33 0.052 2 3.1 6'-7- Lb 1.649 0.103 6'-7" Lb 1 1.649 0.103 6'-7" Lb 1 1.649 0.103 6'-7" Lb 1 1.649 0.103 3 2.1 8'-1" Lb 1.34E 0,155 B'-1" Lb 1.348 0.155 8'-1" Lb 1.348 0.155 8'-1.. Lb 1.348 0.155 4 1.5 9'-4" Lb 1.166 0.206 9'-4" Lb 1.168 0.206 9'-4" Lb 1.168 0.20 '-4' Lb 1.168 0.206 2x 10 SP SELECT STR. 600 1 82 6`-7' Lb - 2.362 0.1E 6'-7' Lb 2.362 0.1E 6'-7° Lb 2.362 !y?_E -7^ Lb 2.382 0.1E 2 3.1 9'-4' Lb 1.671 D.288 9'-4" Lb 1.671 0.299 8'-8' Ld 1.544,,+ '."�+..f0'R7,7 Lb 1,671 0.298 3 2.1 it'-6" Lb 1,366 0.447 10'-11" Ld 1.298 0.365 9'-11" Ld 1.1'+°" m+' ^ '1', Lb 1.366 0.447 4 1.5 13'-3' Lb 1.184 0.59E 12'-0" Ld 1.073 0.402 10'-11' Ld g;' 'Os'R�R4trr&.` ,*jd 1.133 0.5 1.5x 9.2E LVL 600 1 6.2 1'-1° Lb 1.65E 0.301 7'-10' Ld 1.793 0.262 7'-1° 'N' 0.17 � - Lt 1.85E 0.301 2 361 11'-4" Ld 1.29E 0.567 9'-10" Ld 1.131 0.33 9'-D" -.L 2i, „"`"w,.r 0' ; 1.254 0.5 3 2.1 12'-11' Ld 0.989 0,641 11'-4' Ld 0.864 0.378 10'-3" .73 ' - 2t 1 L e' 0.927 0.5 11 4 1.5 14'-3' Ld 0.818 0,714 12'-5' Ld 0.714 0.416 11'-3' b.r'4 -L;pC E3,'i S,' 0.748 0.5 ` a�`qn u O 0 . k o .. .; uwaEAN , SECTION 221 pp,37 APPROVED DATE 3:Z40 PFS CORPORATION oo,saw,va 1ST STORY OF 2 STORY SECTION 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 If 240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(pIp QUANTITY d/b SPAN BY LENGTH(n) (n) SPAN BY LENGTH(in) (n) SPAN BY LENGTH(n) (n) SPAN BY LENGTH(n) (n) 2x4SPF#2 1200 1 2.3 b-- Lv 1.29 0.013 1'-4' Lv 1.29 0.013 1'-4" Lv 129 D.013 1'-4" Lv 129 0.013 2 1.2 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 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 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 2x4 SYP#2 1200 1 2.3 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 Lb 0.685 0.025 1'-11" Lb 0.685 0.025 1'-11' Lb 0.685 0.025 1'-11" Lb 0.685 0.025 3 0.8 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 2z4HEM-FIR#2 1200 1 2.3 1'-5' Lv 1.441 0.018 1'-5° Lv 1.441 0.018 K2'-l 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 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 Lb 0.84 0.055 2'-6" Lb 0.84 0.055 4 0.6 2'-11" Lb 0.728 0.073 21-41' Lb 0.728 0.073 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 Lv 1.136 0.019 1'-7" Lv 1.136 0.019 2 12 2'-7" Lv 0.929 0.066 2'-7- Lv 0.929 0.066 Ld 0.926 0.065 2'-7- Lv 0.929 0.066 3 D.8 3'-9" Ld 0.89 0.188 3'-3- Ld 0,778 0.11 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 - Ld 0.583 0.082 4'-10" Lb 0.867 OA02 1.5x3.5 LVL 1200 1 2.3 2'-2" Lv 1.021 0.064 2'-2" Lv 1.021 0.064 _ 2'-1° Ld 0.977 0.054 2'-2" Lv 1.021 0.064 2 1,2 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 0.215 3'-9" Ld 0.427 0.125 3'-4" Ld 0.388 0.085 4'-5" Lb 0.512 0.258 2x6GPF42 12DO 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 1A56 0.042 �3 12 3'-9i" .Lb ".189 0.060 3'-9" Lb 1.189 0.063 3'-9" Lb 1.189 0.063 3'-1" Lb 1.189 0.063 4 0.9 4'-4" Lb 1.03 0.085 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 h-- Lb 1.452 0.016 2'-0" Lb IA52 0.016 2'-0" Lb 1.452 0.016 2'-0- Lb 1.452 0.016 2 1.8 Lb 1.027 0.033 2'-10' Lb 1.027 0.033 2'-10" Lb 1.027 0.033 2'-10" Lb 1.027 0.033 3 1.2 Lb 0.839 0.049 3'-6- Lb 0.839 0.049 3'-6" Lb 0.839 0.049 3'-6' Lb 0.839 0.049 4 0.9 Lb 0.726 0.065 4'-1' Lb 0.726 0.065 4'-1" Lb 0.726 0.065 4'-i" Lb 0.726 0.065 2x6 HEM-FIR#2 1200 1 3.7 Lb 2.129 0.022 2'-1' Lb 2.129 0.022 2'-1' Lb 2.129 0.022 2'-i" Lb 2.129 0.022 2 1.8 Lb 1.506 D.043 3'-0' Lb 1.506 0.043 3'-0' Lb 1.506 0.043 3'-0' Lb 1.506 0.043 3 1.2 Lb 1.23 0.064 3'-8" Lb 1.23 0.064 3'-8° Lb 1.23 0.064 3'- - Lb 1.23 0.064 4 0.9 - Lb 1.065 0.086 4'-3- Lb 1.065 0.086 4'-3° Lb 1.065 0.086 '-3" Lb 1.065 0.086 2 x 6 SP SELECT STIR: 1200 1 3.7 K4'-11" Lv 1.785 0.029 2'-6° Lv 1.785 0.029 2'-6" Lv 1.785 0.02E m.v. Lv 1.785 0.029 2 1.8 Lv 1.46 0.104 4'-1' Lv 1.46 0.104 4'-1' Ld 1.455 3,wA 't- 1A6 0.104 3 1.2 Lv 1.352 0.258 5'-2" Ld 1.223 0.172 4'-8" Ld 1.111 x ,`, '.� d 1.352 0.258 4 0.9 Ld 1.156 0.326 5'-8" Ld 1.009 0.19 5'-2" Ld 0.917 "70._ +`."+�"y b 12 0.379 1.5 x 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 -:-,'-O84" .I 1.585 0.096 2 1.8 Lb 1.121 0.192 4'-8' Ld 1,065 0.156 4'-3" Ld 96E ,w 0.10I s�K'--+ ' "�121 0.192 3 1.2 Lb 0.916 0.287 5'-4" Ld 0.813 0.179 4'-10" Ld 73^. QO.Y t 0'�316 0.287 4 0.9 Ld 0.769 0.337 5'-10° Ld 0.672 0.197 5'-4" Ld C) •6' 1 �0.1 'G '.-;.1}P - :�?93 0.383 bNIBEAM -- ' SECTION 22/pp.66 PFS/.APPROVED PFS CORPORATION BlaemsMiry,FF � GARAGE DOOR 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 It 360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 10 MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plo QUANTITY d/b SPAN BY LENGTH pn) (n) SPAN BY1 LENGTH(n) (In) SPAN BY LENGTH(n) (n) SPAN BY I LENGTH(n) (n) 2x8SPF#2 600 1 4.8 3'-10" Lb 1.844 0.048 3'-10' 1 Lb 1.844 0.04B 3'-10' Lb 1.844 0.048 3'-10" Lb 1.844 0.048 2 2A 5'-6' Lb 1.305 0.095 5'-6" Lb 1.305 0.095 5'-6- Lb 1.305 0.095- 5'-6" Lb 1.3D5 0.095 3 1.6 6'-9- Lb 1.066 0.142 6'-9. Lb 1.066 0.142 6'-9. Lb 1.066 0.142 6'-9' Lb 1.066 0.142 4 12 7'-9' Lb 0.924 0.189 7'-9' Lb 0.924 0.189 7'-9" Lb 0.924 0.189 7'-9" Lb 0.924 0.189 2x8SYP#2 600 1 4.8 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 2 2.4 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 3 1.6 6'-4" Lb 0.753 0.11 6'-4" Lb 0.753 0.11 6'-4" Lb 0.753 0.11 6'-4" Lb 0.753 0.11 4 1.2 7'-3" 1 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 x 8 HEM-FIR#2 600 4.8 3'-10° Lb 1.907 0.048 3'-10- Lb 1.907 0.048 3'-10- Lb 1.907 0.048 3'-10" LA 1.907 0.048 142 2.4 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 1.6 6'-8- Lb 1.103 0.144 6'-B' Lb 1.103 0.144 6'-8. Lb 1.103 0.144 6'-8" Lb 1.103 0.144 1.2 7'-8' Lb 0,956 0,192 7'-8" Lb 0.956 0.192 7'-B' Lb 0.956 0.192 7'-8' Lb 0.956 0.192 2 x 8 SP SELECT STR. 6004.8 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 2A 8'-3' Lb 1.465 0.367 7'-6' Ld 1.331 0.25 6'-9" Ld 1.209 0.17 8'-3. Lb 1.465 0.367 1.6 9'-9. Ld 1.164 0.491 8'-7° Ld 1.017 0.286 7'-9" Ld 0.924 0.195 9'-10" Ld 1.169 0.5 4 1.2 10'-9' I Ld 0.962 0.541 9'-5- Ld 0.84 0.315 8'-6. Ld 0.763 0.215 10'-7" Ld 0.943 0.5 LVL_. 600. 1 4.8 �6'-5' Lb 1.465 0.244 6'-2- Ld 1.405 0.206 5'-7" Ld 1.276 0.14 6'-5" Lb 1.465 0.244 2 2.4 8'-10" Ld 1.014 0.445 7'-9' Ld 0.886 0.259 7'-0' Ld 0.805 0.176 9'-1. Lb 1.037 0.486 - 1,6 10:=2'• Ld 0,715 ''D,509, 8'-10' Ld 0.677 0.296 8'-0" Ld 0.615 0.202 10'-11" Ld 0.771 0.5 4 1.2 11'-2' Ld 0.64 0.56 9'-9' Ld 0.559 0.326 8'-10" Ld 0.508 0222 10'-10" Ld 0.622 0.5 2x 10SPF#2 600 1 6.2 4'-9° Lb 2.253 0.051 4'-9° Lb 2.253 0.051 4'-9" Lb 2.253 0.061 4'-9" Lb 2.253 0.051 2 3.1 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 3 2.1 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 0.152 4 1.5 9'-6' Lb 1.129 0,203 9'-6' Lb 1.129 0.203 1 9'-6" Lb 1.129 0.203 9'-6" Lb 1.129 0.203 2xlOSYP#2 600 1 6.2 4'-4" Lb 1.545 0.035 1 4'-4" Lb 1.545 0.035 4'-4" Lb 1.645 0.035 4'-4" Lb 1.545 0.035 2 3.1 6'-1' Lb 1.094 0.07 6'-l' Lb 1.094 0.07 6'-l' Lb 0.07 6'-1" Lb 1.094 0.07 3 2.1 7'-6- Lb 0.694 0.105 7'-6' Lb 0.894 0.105 7'-6- Lb .894 0.105 7'-6" Lb 0.894 0.105 4 1.5 8'-8' Lb 0.775 0.14 8'-8" Lb 0.775 0.14 8'-8° 1' _ f.1 0.14 8'-8" Lb 0.775 0.14 2x10HEM-FIR#2 600 1 6.2 4'-8' Lb 2.33 0.052 4'-8' Lb 2.33 0.052 4'-8° "S '", _ 052 4'-8° Lb 2.33 0.052 2 3.1 6'-7" Lb 1.649 0.103 6'-7° Lb 1.649 0.103 6'-7" b^I a,�y _ 6'-7° Lb 1.649 0.103 3 2.1 8'-1' Lb 1.348 0.155 8'-1° Lb 1.348 0.155- 8" ,ep 1.34 8'-1" Lb 1.348 0.155 4 1.5 9'-4" Lb 1.168 0.206 9'-4° Lb 1.168 rO. 1 9, ? AF L ` �" o•'SZ 9'-4" Lb 1.168 0.206 2 x 10 SP SELECT STIR. 600 1 6.2 6'-7" Lb 2.362 0.15 6'-7' Lb 2.362 ` 1'" Lbv'° Y" 6'-7" Lb 2.362 0.15 2 3.1 9'-4" Lb 1.671 0299 9'-4' Lb 1.671 - ;.Ra4 '17 - 9'-4" Lb 1.671 0299 3 2.1 ll'-6- Lb 1.366 0.447 10'-11" Ld 1.298 y;11 %t55:9''/� - 'a 11'-6" Lb 1.366 OA47 4 1.5 13'-3' Lb 1.184 0,595 12'-0° Ld 1.073 N =ii"1.1f L<'+ 12'-8" Ld 1.133 0.5 1,Sx9.25 LVL 600 1 6.2 8' ' Lb 1.855 0.301 7'-10" Ld 1.793 0 "„ '`} 7 ` 8'-1' Lb 1.855 0.301 2 3.1 11'-4' Ld 1.295 0.567 9'-10' Ld 1.131 O Ld 1 "' 10'-11° Ld 1.254 0.5 3 2.1 12'-11" Ld 0,969 0.649 11'-4" Ld 0.864 0.3 10 __ _ d `0.1 5 12'-l" Ld 0.927 0.5 4 1.5 14'-3' Ld 0.818 0.714 12'-5" Ld 0.714 0.416 11 _ /: ..'�.� 13'-0' Ld 0.748 0.5 UNIBEAM SECTION 22/pp.37 P.F.S�A APPROVED DATE A•2:Iv PFS CORPORATION VAULT SECTION 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 NOTALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON I/240 DEFLECTION BASED ON I/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(pID QUANTITY d/b SPAN BY LENGTH(n) On) SPAN BY LENGTH(n) (n) SPAN BY LENGTH(n) 0n) SPAN BY LENGTH an) 0n) 2X4SPF#2'; 503 1 2.3 2'-3' Lb 0.908 0.043 2'-3° Lb 0,908 0.043 2'-3" Lb 0.908 0.043 2'_3' Lb 0.908 0.043 2 1.2 3'-3° Lb 0.642 0.086 3'-3" Lb 0.642 0.086 3'-2" Ld 0.632 0.08 3'-3" Lb 0.642 0.086 3' G,8 4',-0" La ,Q525.`.„ 0.:2G 4'-0' Lb 0.525 0.129 3'-8° Ld 0.482 0.092 4'-0' Lb 0.525 0.129 4 0.6 4'-7' Lb 0.455 0.172 4'-5" Ld 0.439 0.149 4'-0' Ld 0.398 0.101 4'-7" Lb 0.455 0.172 2x4SYP#2 500 1 2.3 2'-1" Lb 0.626 0.03 2'-1° Lb 0.626 0.03 2'-1" Lb 0.626 0.03 2'-1° Lb 0.626 0.03 2 1.2 2'-11" Lb 0.443 0.06 2'-11" Lb OA43 0.06 2'-11" Lb 0.443 0.06 2'-1l" Lb 0.443 0.06 3 0.8 3'-7" Lb 0.361 0.09 3'-7° Lb 0.361 0.09 3'-7" Lb 0.361 0.09 3'-7° Lb 0.361 0.09 4 0.6 4'-2° Lb 0.313 D.121 4'-2° Lb 0.313 0.121 4'-0" Ld 0.3 0.101 4'-2" Lb 0.313 0.121 2x4 HEM-FIR#2 500 1 2.3 2'-3" Lb 0.939 0.044 2'-3- Lb 0.939 0.044 2'-3" Lb 0.939 0.044 2'-3" Lb 0.939 0.044 2 1.2 3'-2° Lb 0.665 0.087 3'-2" Lb 0.665 0.087 3'-1° Ld 0.647 0.078 3'-2" Lb 0.665 0.087 3 0.8 3'-11° Lb 0,543 0.131 3'-11' Lb 0.543 0.131 3'-7° Ld 0.494 0.09 3'-11" Lb 0.643 0.131 4 0.6 4'-6° Lb 0.47 0,174 4'-4- Ld 0.449 0.145 3'-11' Ld 0.408 0.099 4'-6" Lb OA7 0.174 2 x 4 SP SELECT STR. SOD 1 2.3 3'-0" Lv 0.895 0.099 3'-0' Lv 0.B95 0.099 2'-9' Ld 0.82 0.069 3'-0' Lv 0.895 0.099 2 12 4'-4- Ld 0.651 0.22 3'-10" Ld 0.569 0.128 3'-5" Ld 0.517 0.087 5'-4" Lb 0.792 D.483 3 0.8 5'-0° Ld OA97 0.252 4'-4" Ld 0.434 0.147 4'-0' Ld 0.395 0.1 5'-11" Ld 0.59 0.5 4 0.6 5'-6' Ld 0,411 0.278 4'-10' Ld 0.359 0.162 4'-4" Ld 0.326 0.11 6'-5" Ld OA76 0.5 1.5x 3.5 LVL 500 1 2.3 3'-5' Lb 0.661 0.155 3'-1° Ld 0.6 0.106 2'-10" Ld 0.545 0.072 3'-5- Lb 0.661 0.155 2 12 4'-6" Ld OA33 0228 3'-11" Ld 0.378 0.133 3'-7- Ld 0.344 0.091 4'-11" Lb 0.468 0.31 - 3 0.8 5'-2" Ld 0.331 0.261 4'-6" Ld 0.289 0.152 4'-1' Ld 0.262 0,104 6'-V Lb 0.382 OA65 4 0.6 5'-8' Ld 0.273 0.287 5'-0' Ld 0.239 0.167 4'-6" Ld 0.217 0.114 6'-7" Ld 0.314 0.5 2 x 6 SPF#2 500 1 367 3'-4° Lb 1.329 0.051 3'-4" Lb 1.329 0.051 3'-4" Lb 1.329 0.051 3'-4" Lb 1.329 0.051 2 1.8 4'-9" Lb 0.94 0.101 r45 Lb 0.94 0.101 4'-9" Lb 0.94 0.101 4'-9° Lb 0.94 0.101 3 1.2 5'-10' Lb 0.768 0,152 Lb 0.768 0.152 5'-9" Ld 0.759 0.145 5'-10" Lb 0.768 0.152 4 0.9 6'-9' Lb 0.666 0.202 Lb 0.666 0.2D2 6'-4" Ld 0.627 0.159 6'-9" Lb 0.666 0.202 2x5SYP#2 500 1 3.7 3'-2° Lb 0.937 0.039 Lb 0.937 0.039 3'-2° Lb 0.937 0.039 3'-2" Lb 0.937 0.039 2 1.8 4'-5° Lb 0,663 0.078 Lb 0,663 0.078 4'-5° Lb 0.663 0.078 4'-5" Lb 0.663 0.078 3 12 5'-5° Lb 0,542 0.117 Lb 0.542 0.117 5'-5" Lb 0.542 0.117 5'-5" Lb 0.542 0.117 4 0.9 6'-3' Lb 0.47 0.156 Lb 0.47 0.156 6'-3" Lb OA7 0.156 6'-3' Lb 0.47 0.166 2 x 6 HEM-FIR#2 500 1 3.7 3'-4- Lb 1.375 0.052 3'-4' Lb 1.375 0.052 3'-4" Lb 1.375 052 3'-4" Lb 1.375 D.052 2 1.8 4'-8' Lb 0.973 0.103 4'-8° Lb 0.973 0.103 4'-8" Lb ..;rn'�°iJ b 03 4'-8' Lb 0.973 0.103 3 1.2 5'-9° Lb 0.795 0.164 5'-9' 1 Lb 0.795 0.154 5'-7' 5'-9' Lb 0.795 0.154 4 0.9 6'-7- Lb 0.689 0.206 6'-7" Lb 0.689 0.206 6'-2" '-7° Lb 0.689 0.206 2 x 6 SP SELECT STR. 500 1 3.7 4'-9" Lv 1.406 0.155 4'-9" Lv 1.406 0.155 '-4- �'�., 1.2 9 .1 }'1'-9' Lv 1.406 0.155 2 1.8 6'-11' Ld 1.024 0.346 6'-01 Ld 0.894 0,202 5' �L{d 0.60.::� ""3:'a 4° Lb 1.096 0.454 3 1.2 7'-11' Ld 0.782 0.396 6'-11" Ld 0.683 0.231 +' ga. }',"-4" Ld 0.629 0.5 4 0.9 8'-8' Ld 0.848 0.436 7'-7" Ld 0.564 0.254 11'a a ; , n ;•„'i0' Ld 0.668 0.5 1.5 x 5.5 LVL 59D 1 3.7 5'-4° Lb 1.024 0.23 4'-11' Ld 0.943 0.166 64 Lb 1.024 0.23 2 1,8 7'-2" Ld 0.681 0.358 6'-3" Ld 0.595 0.209 N 8'd �' 1 �,p,a�. 7"1:7" Lb 0.724 0.459 3 12 8'-2- Ld 0.52 0.41 7'-1" Ld 0.455 0.239 N S. $ .� 0.1 J"`N`4'7" Ld 0.547 0.5 4 0.9 9'-0' Ld 0.43 0.451 7'-10" Ld 0376 0.263 O 1° c �D. 9 -3" Ld 0.441 0.5 UNIBEAM SECTION 221 pp.30 PPS'.'!APPROVED �DSA"TE J:2:20 PFS CORPORATION N"mad"v.va + 2ND STORY 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 It 24D DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 1/48D DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM UMITED BEARING DEFLECTION MEMBER LOAD(pIQ QUANTITY d/b SPAN I BY LENGTH(n) (n) SPAN I BY LENGTH(n) (n) SPAN I BY LENGTH(n) (n) SPAN I BY LENGTH(n) (n) 2945PF#2, - :703 1 2.3 1'-11" Lv 1.062 0.029 1'-11" Lv 1.062 0.029 1'-11" Lv 1.062 0.029 1'-11" Lv 1.D62 0.029 2 12 2'-9" Lb 0.76 0.061 2'-9' Lb 0.76 0.061 2'-9" Lb 0.76 0.061 2'-1- Lb 0.76 0.061 3 ;. 0,8 3'-4" Lb 0,621 0.092 3'-4' Lb 0.621 0.092 3'-3' Ld 0.6D3 0.082 3'-4" Lb 0.621 0.092 4 0.6 3'-10" Lb 0.538 0.123 3'-10' Lb 0.538 0.123 3'-7" Ld 0.498 0.091 3'-10" Lb 0.538 0.123 2 x 4 SYP#2 700 1 2.3 1'-9" Lb 0.74 0.022 1.-,. Lb 0.74 0.022 1'-9" Lb 0.74 0.022 1.-,. Lb 0.74 0.022 2 1.2 2'-6" Lb 0.523 0.043 2'-6' Lb 0.523 0.043 2'-6" Lb 0.523 0.043 2'-6" Lb 0.523 0.043 _ 3 D.8 3'-1" Lb 0.428 0.065 3'-1" Lb 0.428 0.065 3'-1" Lb 0.428 0.065 3'-1" Lb 0.428 0.065 4 0.6 3'-6' Lb 0.37 0.080 3'-6" Lb 0.37 0.086 3'-6" Lb 0.37 0.086 3'-6" Lb 0.37 0.086 2x4HEM-FIR#2 700 1 2.3 1'-11' Lb 1.111 0.031 1'-11" Lb 1.111 0.031 1'-11" Lb 1.111 0.031 1'-11" Lb 1.111 0.031 2 1.2 2'-8' Lb 0.786 0.062 2'-8' Lb 0.786 0.062 2'-8" Lb 0,786 0.062 2'-8" Lb 0.786 0.062 3 0.8 3'-4' Lb 0.642 0.094 3'-4' Lb 0.642 0.094 3'-2° Ld 0.618 0.0B 3'-4" Lb 0.642 0.094 4 0.6 3'-10" Lb 0.556 0.125 3'-10' Lb 0.556 0.125 3'-6' Ld 0.51 0.088 3'-10" Lb 0.556 0.125 2x 4 SP SELECT STIR. 700 1 2.3 2'-3' Lv 0.964 0.048 2'-3" Lv 0.964 0.04E 2'-3' Lv 0.964 00048 2'-3' Lv 0.964 0.048 2 1.2 3'-11' Ld 0.815 0.197 3'-5' Ld 0.712 0.115 3'-1' Ld 0.646 0.078 4'-0" Lv 0.843 0.226 3 0.8 4'-6" Ld 0.622 0.226 3'-11' Ld 0.543 0.131 3'-6" Ld 0.494 0.089 5'-6° Ld 0.759 0.5 4 0.6 4'-11- Ld 0.513 0.248 4'-4" Ld 0.449 0.145 3'-11" Ld 0.408 0.098 5'-10" Ld 0.612 0.5 1.5x3.5 LVL 700 1 2.3 2'-11' Lb 0.782 0.111 2'-8" Ld 0.751 0.094 2'-6' Ld 0.682 0.064 2'-11° Lb 0.782 0.111 2 12 4'-0' Ld 0.542 0204 3'-6' Ld 0.473 0.119 3'-2° Ld 0.43 - 0.081 4'-1" Lb 0.553 0.222 3 0.8 4'-8' Ld 0.414 0.234 4'-0' Ld 0.361 _ 0.136 3'-8' LdM0.271O.102_ 93 5'-1' Lb 0.452 0.332 4 0.6 5'-1' Ld 0.342 0.257 4'-5' Ld 0.288 0.15 4'-0" Ld102 5'-10" Lb 0.391 0.442 2 x 6 SPF#2 700kl� 3.7 2'-10" Lb 1.572 0.036 2'-10" Lb 1.572 0.036 2'-10" Lb036 2'-10" Lb 1.572 0.036 1.8 4'-0" Lb 1.112 0.072 4'-0" Lb 1.112 0.072 4'-0' Lb072 4'-0" Lb 1.112 0.072 1.2 4'-11" Lb 0.909 0.1D9 4'-11' Lb 0.909 0.109 4'-11" Lb109 4'-11" Lb 0.909 0.109 0.9 5'-8' Lb 0.787 0.145 5'-8° Lb 0.787 0.145 5'-B" Ld142 5'-B° Lb 0,787 0.145 2x6SYP#2 7003.7 2'-8' Lb 1.109 0.028 2'-8" Lb 1.109 0.028 2'-6" Lb028 2'-8" Lb 1.109 0.028 1.8 3'-9" Lb 0.785 0.056 3'-9' Lb 0.785 0.056 3'-9' Lb 0.785 0.056 3'-9" Lb 0.785 0,056 1.2 4'-7" Lb 0.641 0.084 4'-7" Lb 0.641 0,084 4'-7" Lb 0.641 0.084 4'-7" Lb 0.641 0.084 0.9 5'-4- Lb 0.555 0.112 5'-4' Lb 06555 06112 5'-4" Lb 0.555 06112 5'-4° Lb 0.555 0.112 2 x 6 HEM-FIR#2 700 1 3.7 2'-9" Lb 1.626 0.037 2'-9' Lb 1.626 0.037 2'-9" Lb 1.626 0.037 2'-9' Lb 1.626 0.037 2 1.8 3'-11' Lb 1.15 0.074 3'-11" Lb 1.15 0.074 3'-11" Lb 1.15 3'-11" Lb 1.15 0.074 3 1.2 4'-10" Lb 0.94 0.11 4'-10' Lb 0.94 0.11 4'-10' Lb 0.94 0.11 4'-10" Lb 0.94 0.11 4 0.9 5'-7" Lb 0.814 0.147 5'-7' Lb 0.814 0.147 5'-6" Ld 0 ... . 5'-7' Lb 0.614 0.147 2x6SPSELECTSTR. 700 1 3.7 3'-7' Lv 1.515 0.076 3'-7" Lv 1.515 0.076 3'-7- Lv "' - ,.`b� '-7" Lv 1.515 0.076 2 1.8 6'-2' Ld 1.28 0.31 5'-4' Ld 1.119 0.18 4'-10' Ld ' x - 3 Lb 1.296 0.325 3 12 7'-1' Ld 0.978 0.354 6'-2" Ld 0.854 0,206 5' Ld" gtr76 0.1,'! -8�. Lb 1.059 0.487 4 D.9 7'-9' Ld 0.807 0.39 6'-9' Ld 0.705 0.227 6' j7• s0.8Y- �;. _ b`�e Ld 01859 0.5 1.5x 5.5 LVL 700 1 3.7 4'-6" Lb 1.211 0.164 4'-5" Ld 1.18 0.148 4' .` h. 1.07'� '.', '"?.7 ^. Lb 1.211 0.164 2 1,8 6'-4" Ld 0.852 0.321 5'-7" Ld 0.744 0.187 5' s�Jdw•g' D.B.ti ' �' ..,ram-5;,.. Lb 0.857 0.328 3 1.2 7'-4' Ld 0.651 D.367 8'-4" Ld 0.568 0.214 5' o .-rr.� .�'O O.�.i �b.i 40°= 1 �Y Lb 0.7 0.492 4 0.9 8'-0' Ld 0.537 0.404 7'-D" Ld 0.469 0.235 s' N n.4 �. 'a Ld 0.567 005 d UNIBEAM �+✓V19II SECTION 22/pp.42 Page 1 DATE: 10/30/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: 7994 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #01 VAULTED RIDGE BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER .__,. .."". _..".. ,. Roseburg Forest Products Z.OE Rigidlam LVL {3)1.5 X 18;. DRYF1111 '*� - 1 1rd• � , ' S " e $$' =?' z-y=• -f x a�"a�`4'sx�. f .<�A.%:l' "t.�Km':.�"4.:•, 4 }},, .�._r!.-,.',p",,< r�,.re�j t .....<...._.u:w.....:..w.a.:.._—...w<,_._c....5:�t'ea......,.ui»......'..........-_........;::a..'.......:i.�'..>�...._..j,.n« _i<.w,v.s.....,.... »_.w.>. ,.«.,"4.<aeiF.-.- .w.__ .F. I: .••. 11/10/2020 Start(ft):0 End(ft):18.938 Member Slope:0/12 Actual Length(ft):18.94 I w -'Area lx 1y. BSW Lams: Cfn Kcr (in) (in') (in") (Ibf/ft) Creep Factor 15.19 3 j ..- : Mine Fb(psi)..."; '. '. Ft(psi) Fv(p3i), ..- Fc(psi).,j °"Fc1(psi) E(psij,*101, .. Emin,(psi)x10. Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values •3100 2100` "" , „ 290'. .;;'.';.::;-..-; z :3000..;' -750 2000. 1057.. ....... .._ __M_ .... CT Bending Adjustment Factors CV =0.95Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values e� Unbraced.t ).ength(ft Beam Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 s`;18.9375 0 18.9375; 0. 1.00 '",'014'� 1.00 1.00 PAS FAIL MAGNITUDE- ' STRENGTH LOCAT ION(ft)" LOAD:COMBO �DURATION.FACTORCD Shear Stress Y(psi) PASS(49.5%) 146.3 290.0 18.94 D+L 1 Bending,Stress Y(psi) #SASS(37.3/o) 1847.1 2946.8 .9 47 ,Y„ "" D'+L "µ1 o . . ...w,_.. _ Deflection(in) PASS(56.3%) 0.552(=L/412) 1.263(=L/180) 9.47 D+L j` Bearing Stress{psi)`>= -.PASS(33.1%) 501.6 , 750.0 ' 0,,. D+L 1 ' • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH '2058•'. :; 5842 :::: ., 0 r" 0. 0. -3570 0; 0 0:. 0, B 2058 5842, 0 0 0 -3570 0 0 0 0 0 Reaction Location A_ B Ird �Inkyja • � � •• -Live Load Applied .-¢ N't-,..cr. <. ,:�, `� k�"'" �. .::tea -�^- 3:.: �:a. �.< .a'= •:.< . Project Name:7994 2018 International Building Code ASD MINGMT, SIM Page 2 Type-,- ,, Left Magnitude night Magnitude;; Load Start(ft)' Lop End(ft) Load Type . Direction Uniform(Ibf/ft) 617 617 0 18.9375 Live y ----------- Uniform 96 196 a' , Dea y,18.9375, Uniform(Ibf/ft) -377 -377 --.-.18.9375 Wind(-) 'Y Self Weight L&f4qj.' 21.38 21.38 0 18.0375 Dead .Y • ..7,8 7,J! 7. Project Name:7994 2018 International Building Code ASD ., Page 1 DATE: 11/18/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER:, 7994 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #02 CLG BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Ri 4 idl LVL am ( )1.5 X 14 _ -DRY �.. . , .,, ._.a . :..,,'ram, If w� -. -sue"= u.•:t,-w°, .'Y' _ _,x:, .,9,. 's':..':- ad• v x':s.=:s:.:'.�.. .3 Start(ft):0 End(ft):18.75 Member Slope:0/12 Actual Length(ft):18.75 11/19/2020 B.S1N Lams Cfn., Kcr - y (in') (in') (in") (Ibf/ft) Creep Factor _........:......-_._.....__.r_.__.,_......._........,.._,.,.:.,_.,, ..._ ..,__>..... . __.,....... _. .............-. 84=: 1372 15.75. 22.17 4, �_. i., Fki{psi) Ft(psi) Fv(psi) Fc(psi)„ Fcl{psi) E(psi)x103 _Emin(psi)x103" Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100: -;290 . 3000' s 750 T2000 1057 Bending Adjustment Factors CV =0.98Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values "Unbraced Length(ft) Beam End .,_..._.. Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) ` 1 18.75' 0 18:75 0 1,00, :, 0.18 1.00 " 1.00< ' PASS/FAIL :. : MAGNITUDE STRENGTH" 'LOCATION(ft) :LOAD.COMBO DURATION FACTOR CD. Shear Stress Y(psi) PASS(46.6%) 154.9 290.0 0 D+L 1 Bending Stress Y{psi)•:,',PASS(41.$°!0) 1770.5 3040:8 6.75 Deflection(in) PASS(32.0%) 0.638(=L/353) 0.938(=L/240) 8.81 D+L 6 Bearing Stress{psi) PASS(44.9%) .:...:....:.......4110__..._ 750,0• . , • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 3915 ``, ." 4758,. 0 0.; 0 -3376_,.':k;; '< 0 0 0:: .. 0 0 B 1811 2468 0 0 0 -2897 0 0 0 0 0 Reaction Location A B '-Live Load Applied Project Name:7994 2018 International Building Code ASD � J Elroy-, O Location:#02 CLG BM Page 2 6: . Type :'Left Magnitude Right Magnitude : Load Start(ft)., Load End(ft) E -Load Type Uniform(Ibf/ft) 648 648 0 7.2083 Live Y Uniform(Ibf/ft) ,.543. .. 543 .. ._..__ �..'.,.. .... 7.2083"'......_ .._......_...._..Dead......_.._.._._,:_ .__....__:_Y........._._ Uniform(Ibf/ft) -315 -315 0 7.2083 Wind(-) Y _.Uniform(Ibf/ft).. ;,.. _. ...__55 .,_._..... -,-,55._.,<.,...._.. 72083....,...,,_..__,_,: Live...... Uniform(Ibf/ft) 32 32 0 7.2083 Dead Y 86__. ...._0 _ _<__<. _»7.2083... ___ _. Wind{-). ----- Uniform(Ibf/ft) 187 187 7.2083 18.75 Live Y Uniform(Ibf/ft):. _.. _ �101._:.: :_._:-.:_._.: .:_..:101 7.2083 18.75 Dead _ _ Y.�,_ .._.,_.._._ _._. _........_._.,. 8... _. ..,__. . _._ Uniform(Ibf/ft) -293 -293 7.2083 18.75 Wind(-) Y Y,_. ... ..._.._.......... .... _ ...._......._.._....,._.......y.... _...;..,....__._......,........ r .._......................_....................._ _ ._.. ... �SelfWeig,t(@f/ft) :22.17:: _Y0 _ .18.75.,..,.._............._ ,.,.... Dead .<............ ... .....Y..., _. • .3 � g w 11/19/2020 Project Name:7994 2018 International Building Code ASD / l Page 5 DATE: 11/9/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: 7994 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #03 CLG BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBERy.. h= Rosebur Forest Products 2AE Rigidlam LVL i mm(2)1 S X 7 25 DRY.. '),74 N .;Its!j Y 1 3 _.. ..:a.„«'7�:< ,� - --,ems;, i p„+S'"��j,i`�,'I` �3£' :w<.>- ;,ram'.= •;:M sq ..�'�,!✓ =iAA^'=% a�W rt✓�:�Y ..� ��N �"'3bi Fo3••�.�q:.::,..^��"s Mpz'4�:v , ....0 11 11/19/2020 Start(ft):0 End(ft):9.083 Member Slope:0/12 Actual Length(ft):9.08 Area Ix: :, ly BSUU.._ :Lams. ;Cfn (in) (in") (in") (Ibf/ft) Creep Factor I 21.75. 95.27. ... 4,08 `......, -5.74. 2...._ _.8.;, 1 ■• •011,51111 : .........y................ { i. ._,-._.._.__..........._., F ( ...... . ......... . ..... 1 3 . Emirs(psi)x10F (psi) Ft(Psi) vpsi1. Fc Fcl(psi) Err(Ps x0. ..3......... Base Values 3100 2100 290 3000 750 2000 1056.958 __::_......... .. .... .._..._....._.._.... Adjusted Values` .. " 3100 2100 ,, 290 3000': ,750::' " 2000 ............ C 1 1 1 1 1 1 1 �,. _ _........_ fy1._ ,..µ..... Bending Adjustment Factors CV =1.07 Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values "'Uiibraced Length(ft)m AxM m Beam.End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) - ! 1; ,:.:9.0833 "0 9.0833', ,. . 0 .1 1:00*-..".:`:",.`> 0.66.< ,,, 1.00 1.00 �n: PASS/FAIL;- MAGNITUDE STRENGTH " -LOCATION"(ft) LOADCOMBO_-DURATION FACTOR CD; Shear Stress Y(psi) PASS(69.2%) 89.2 290.0 0 D+L 1 i...:..;,.: Bending Stress Y(psi) PASS PASS(59.40%)_,... , .... 1340.9 3301:5 ' 4,54. m D,'+L, . 1........ ..... Deflection(in) PASS(62.2%) 0.229(=L/476) 0.606(=L/180) 4.54 D+L Bearing Stress(psi) PASS(83.5%) 123.2 750 0"- `0 D+L 1...... • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 498 795 . 0 0 0...,: -790 °�,. .., 0 0 ;::<'0. 0 0 " _x_,_....._........._...... . .... . . ::............ ....._. . .................,.... __..-- .... _:.........._............._:...._.: B 498 795 0 0 0 -790 0 0 0 0 0 Reaction Location A B C • • � i •' -Live Load Applied Project Name:7994 2018 International Building Code ASD d Page 6 v...........,.....----....,.-------..................a-...r-........................---.. --------.,....-----..----....r...«.,-........,-.,..r...,,. ........r.,,..rv,,.r... ..... ...� ....,. .,. ...... .... ... ......... ....... �..nE Type " Left Magnitude Right Magnitude Load Start(ft) :: Load End(ft) Load Type Direction,,' Uniform(Ibf/ft) 175 175 0 9.0833 Live y z...i. .Uniform(Ibf/ft)..:'. . 104 104....._....:....__:. .__ _ 0:_.. .._ ..'...,...... . ':9:0833.'_.. ..:_.. Dead. :. --A Uniform(Ibf/ft) -174 -174 0 9.0833 Wind(-) y Self Weight(Ibf/� �...._. .. 574 _5.74 :: 0 9.0833 Dead -...._ .. .:y t: .. �.,, 11/19/2020 Project Name:7994 2018 International Building Code ASD Page 7 DATE: 11/9/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: 7994 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #04 CLG BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2 OE Rigidlam LVL ,- #, : . (1}15 X 9.25 DRY, µ' _ ... ..,..,., ., . .. _. Aye,,..�'•",�z. �_' ",.. _.. '�, yr. ... �*-^,_^�.�.,,-.,..,.... ,,x.", ;?'sa°' "&1?a r P'�r;�,h+;i";'' 1°r-,tF,:""" __.- •'..^.,^�0""m_""�._: 8 .;xtd�d...« _-:ux"=-� - «r.:.. ��l�..e-.";r.;. •s..:Po..tins:;'%`,"•,,.�.;+z.'�',.. � •,Y, }�:«:},"'. i. »',�`• �' 33 �' ..."��'>.z_;• ',�R^sue-.Km�..";e _.,.�,` �s-,'-�.. .:^�, h.�,;,,m,a� Wwt'.N"y k,'+k,,: ,sx"9.;r>_.:.-�.:;, 9;�, µ==.mv'�»�„;'`•'.2' , r,< " IX _z 078.. Start(ft):0 End(ft):13.5 Member Slope:0/12 Actual Length(ft):13.5 11/19/2020 L .: ... Area. Ix ly'', BSW _..,.._..__._.._.Lams .,__._.. _. Cfn ..p Kcr....... (m') (in')M - �(in) (Ibf/ft) Creep Factor _. . .._._.__...............:._:.. -:._._.__ .r_-. ._ ....._.........._.._. w ..._...._..13 88 98.93 2.6 3.66 1_.. .8 ..... 1 ..•. €......._.„...... Fb ..si) .. Ft(psi) Fv(psi) Fc.(Psi)�. Fc (psi){p E(Psi)x103 Emin(psi)xW- . :. Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values' '.L, 3100 2100,, 290 3000, -' .750 2000- 1057 ' CM 1 1 1 1 1 1 1 CT Bending Adjustment Factors CV =1.03 Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values __. .. ..,,,,..._..._._.,_ „., , ...._.._.. ..... .. ..... _.. . W _._... _ ..... ..... ., �. `Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 13:5 .. 0 ', 13.5. 0, 1.00 0.37 '.1.00 1,00 PA55/FAIL _ ;:: MAGNITUDE STRENGTH -LOCATION(ft) COAD'COMBO _DURATION FACTORyCD Shear Stress Y(psi) PASS(62.3%) 109.2 290.0 0 D+L 1 ........':: Behding Stress Y(psi)'`: PASS(40.3%) . 1912.7...:... .,.. . 3202.5.• 6.75 _.----- ;b+l:.:. ....:...._.,: 1 Deflection(in) PASS(37.2%) 0.565(=L/287) 0.900(=L/180) 6.75 D+L "-BearingStress{psi) PASS 74.3% . ( ) -792.4" 750.0 0 D+.L 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH _:...A 335 675 0 :0 ' ``- 0 .....:........ -128 -.0 0_ 0. ,F r 0.:... _,,.... .. .y`:0_. _.. . B 335 675 0 0 0 -128 0 0 0 0 0 Reaction Location A_ B -Live Load Applied Project Name:7994 2018 International Building Code ASD ^ ^ ^ Project Name:7994 2O18 International Building Code ASD Page 1 DATE: 11/18/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: 7994 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #05 S/L WINDOW HDR CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: I SOLID SAWN Spruce-Pine-Fir", No.2 (3)1.5 X 9.25 DRY 1 �• �• 1 • A �:. _.._, ,� �`, '��_'; !:T"'�•��,.,.,;"�'�� .�.�«max•« " ' �_.-m;�.:;•,:✓w`�.,.yh�=,%,,,.< arph"Y....� �v�n ;<.Y8s^ `�'��,� _'S'3 i »p ��:W �� —vr'"•'nv'd =' y$y Nt',,3"' r > ;' ,_ +f+�€�,N�....`... .:.:.::.m.<f, ..�.n'.:<«•'.ea; �'r.�.?'fi t`#+„ .t ix, �g)�r ",': '�°y�".;..:.'�,";,Z` ,..v. _ :.,�,,�.,�„__"_•__, .City Start(ft):0 End(ft):3.177 Member Slope:0/12 Actual Length(ft):3.18 _...w....._...,r... ..• _._.._.._...... __.. _.. Area'" Ix 1 _ BSVJ lams��Gµ Kcr . . .. 11 9 (in') (in") (in") (Ibf/ft) Creep Factor _.......,.._........_,•...•.,. .._..........._....,...,...................,..-..._,.........._........-,..�................... ,. .. _. 41.62 296,79 7.8 8.03 3 ., 0.42 1 , •••. Fb.(psi) Ft(psi) Fv.(psi) Fc(ps'i)::;; Fcl(gsi) E.(psi)x10- ':` Emin(psi)x10 Base Values 875 450 135 1150 425 1400 510 - Adjusted Values ';; 962 495 135 '1150' s: 425' 1400 510 CM1_ _._..._...._.._..... _.. _.... - _ ....__ ._ ;_.._ 1 _......... C 1 1 1 ,_.._ 1_ t. T ....... __. ,.,._ .... .._. ...... _...... C• 1 1 1 1 1 1 1 CF Bending Adjustment Factors Cfu=1 Cr =1 Unbraced Len th(ft), � Beam End -�_' ., - •:. ~; Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3.1771 0 " 3.1771 w...-. "• . .. 0'' 1A0., 0.98 N PASS/FAIL MAGNITUDE STRENGTH, __LOCATIQN(ft)': LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(63.3%) 49.6 135.0 0 D+L 1 Bending Stress Y(psi) PASS(69.6%)" :_ = ':,292,8 `: 962.5" wY 118 Deflection(in) PASS(97.4%) 0.006(=L/6932) 0.212(=L/180) 1.49 D+L Bearing Stress(psi) PASS,(79.5%) : "' 87.3' 425.0: 0" D+.L 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH I° A.. ...,.,:459 m< 916 0....:. 0 0 p162 m .. 0, 0._...,. O W. ..:. 4 ... .� _.v..<..<.,__. . _. B 284 562 . .. 0 0 0 -94 0 0 0 0 0 Reaction Location A B M-Live Load Applied . •- <:. ., _ r: ^:N•'-.r:•., � &,� •a. ,.,a�;,: '�"< ;^ter:. et Project Name:7994 2018 International Building Code ASD • Location:#05 S/L WINDOW HDR Page 2 - Type Left Magnitude., : Right.Magnitude Load Start(ft) Load Erid(ft)," - Load Type' " Direction Uniform(Ibf/ft) 40 40 0 3.1771 Live Y I (Jnifdr 15 . _ ...,_.__ _._ _ .317� Ym Ded ._...__...___.Point(Ibf) 675 - 1.1719 - Live Yµ W.__._._...._....,., _ �..,.,_ _ __ .. _._. _ _. aPoint{Ibf) ;;335 _..... _ .... . <M.,, _._..._.,__ 1 _,-: Dead: Y Point(Ibf) -128 - 1.1719 - Wind(-) Y w. 675 1.1719_ Live .Y Point(Ibf) 335 - 1.1719 Dead Y .._ _..,...._._..� _.__ ........__...._..... _.,... ......... _ _ _-12$ ,i :.:.µ _..._._ 1.1719._ .._.__...._a.,_...__.'.....::....... ...._ wWind{- __,.. Y Self Weight(Ibf/ft) 8.03 8.03 0 3.1771 ., Dead) Y • .4k < . s . 07w 11/19/2020 Project Name:7994 2018 International Building Code ASD Page 11 DATE: 11/9/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: 7994 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #06 CLG BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS ( MATERIAL: STRUCTURAL,COMPOSITE LUMBER. Roseburg ForestFroducts 20E Rigidlarrr LVL (3)15 X18 'DRY..: �..ti, '':wX "`0.".,.„g•, _�;.!!P'� <°°"I`y„"k.««e:`' iiA„°"� _ ,� I',:,: A� �Y e`a�:,.a,z'w,k k;•<.."'. S'. Y•'Y.R ,.! u-« ,.M�'F�x'�•* .�' x�., i,•�,µtw'4w4 '�4„f."W't .:��':;;a "'J k"` „'."n..''-_�".,' Xry�,""--�" _ Y«k S.£.- �."�.«•^aT,SF - �,.. osm^� ,,..<f Mexa_e° '4+a. ,,,t•«,-�rr��y�� .„'• 4'<i ) C� }}+i '� „�a-�",,,,.:<-:�. �3 "�x _ �M se.:wlF-..•;4•�' PJ•...W «�.'. ,y�"^Y p, ro1^& - e<e...X•.S-�•v�ie 'e„' Yva:«% '>�.<�``"� D yam✓ ;-"%( .. ¢` <P.: S _ -"s*`c�' �.... +a`" .r,......... _" '.+..,_..,._,._,.."....,a. .M...x.�+k.-:...=...„.wz:x:."'".,..v..:...« .-.J..� ��g'' x'�„_.• '_+aA•R"..;... ,.h`�.A;.,a$� s..:..:...-.:..s�Y"...m.:..:..�' Start(ft):0 End(ft):26.083 Member Slope:0/12 Actual Length(ft):26.08 11/19/2020 i Area. Ix<::•.. I BSW : Lams _,_^.... . „_.„.Cfn..'_„, ,.._....... Kcr; :, E (in') (in') (in") (Ibf/ft) Creep Factor 81 2187 1519 21.38... 3... 8 1 - ..•. Fb(psi). Ft(psi),:' Fv.(psi)•;.. Fc(psi), Fcl(psi) E(psi)x10 Emin(psi)x10 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted.Values 3100 2100' r -. 290: 3000 > 750 2000 1057 CM 1 1 1 1 1 1 1 CT. Bending Adjustment Factors CV =0.95Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values •'' .• Unbraced Length(ft),"; Beam Erid, ' - Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1. 26.0833 0 ^26.0833 0' 1.0,0' -0.101 1.00'- 1.00 ;PASS/FAIL .M ;: MAGNITUDE STRENGTH LOCATION(ft): '-ry ..LOAD COMBO- DURATION FACTOR CD Shear Stress Y(psi) PASS(80.6%) 56.1 290.0 0 D+L 1 ,Bending Stress Y:(psi)" PASS(66.3%);., 975 9 ..„;:,; :'• 29d6.8 r.'.13.04 D+L - 1� ' 0.553(=L/566) 1.304(=L/240) 13.04 D+L Deflection(in) PASS(57.6% _ ...................... __..•_._. . .,., _ _ .. Bearing Stress(P51)._..._ PASS{74.3%).. - 192 4"^.. . 750 0 0..; :e,D+t • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH — _ ----— -- ^ ;------ _-....----- - — A..,- 1296` ,. .:-;1735' 0 0.. 0 -965 0 0 :, 0 0:_ 0 ... B 1296 1735 0 0 0 -965 0 0 0 0 0 Reaction Location A B M-Live Load Applied ^ e,•T&` �' Project Name:7994 2018 International Building Code ASD • Page 12 Type ', Left Magnitude Right Magnitude:" .; :toad Start,(ft) Load End(ft), Load Type, Direction', Uniform(Ibf/ft) 133 133 0 26.0833 Live y .......... .............:.._......,....._.,yv.,....... _..._.. ............,.._.. _. . .... _... ._. . L,....Uniform(Ibf/ft)_ ._..,...___. 78 : ....78:__:_.__`__F" .... M°-_-----: _..._..v'r......_._.. 26.0833,.. .__.__.........._._.......:.Dead.. .._.:. ... y-.._,__ Uniform(Ibf/ft) M-74 _ -74 0 26.0833 Wind(-) y L..Self Weight(Ibf/ft) 2138 21:38 a __._. ..26.0833 .. .__..Dead .__... _..._.__ y • E a Au 11/19/2020 Project Name:7994 2018 International Building Code ASD . J Page 1 DATE: 11/18/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: 7994 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #07 CLG BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS _._ ................_.._-,-_ .._MATERIAL: STRUCTURAL_COMPOSITE LUMBER Roseburg Forest Products.� 2.0E Rigidlam LUL (3j 19 X 11.25 DRY /f '.� •"i•"`=, ="7..✓�*`„`"�_ '+`�r«rN.y<5; r�' � •@�9�T?tia;� §"' � r�i '"pis =:'�;.�",4'-;�. , s�. Gil`�"^ ,��'w ,:>" :a ..::s".+. V ";" .x �, —..w,..�...,.. .1 ',•ID,,>,.j-�;,n%',�y'�3. 1. )f'E"3' .;�,«r-. �:�,:,�;,;�.n,��'� ., w IVA �� ''•' 11/19/2020 Start(ft):0 End(ft):19.375 Member Slope:0/12 Actual Length(ft):19.37 ........... Area Ix .... _.-..... _._. IY. BSW,.., Lams: Cfn"...._ Kcr ..... (in2)..... ..._ (in) (in') (Ibf/ft) .... ..�._._ _..,_....,_ ,.,.,,-_„_.._ Creep,_ 's" S0.62 533.94 9,4913.36, 3 ,., _ .w....,___,_.__.,.._.,..,......,_.-,",..,,_,.___.,.,..__.,_..............�___._..•.._�_..._meµ:,_.,_-_....:_:_ Fb,(psl) _................... Fv(psi) Fc(psi) Fc1(psi) E.(Psis.x103......._. ,: Emin(psi)k103 Base Values 3100 2100 290 3000 750 2000 1056.958 psi " Adjusted Values 3100, 2100;. 29.0:.., '"; ;,::.. 3000 :2000... .........._ 1d57 1 1 1 1 1 Bending Adjustment Factors CV -1.01 Cr -1 Volume factor Is applied on a load combination basis And Is Not reflected in he adjusted values r ;Unbraced.Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 6.5417 .' 0 .-:, .`;:; '6.5417 0: ; 1.00. 0.88. ., 1.00. A:00 -' 2 12.833 0 12.833 _0 1.00 0.36 1.00 1.00 ._:,, `__.".,r,_-•; _.,_,...w _,_„• ._ PASS/FAIL- MAGNITUDE,; : STRENGTH LOCATION(ft);r_ ,. ;LOAD,COMBOV- tlDURATION FACTOR CD Shear Stress Y(psi) PASS(54 7%) 1312,----- _---...___..__ _._ . ....._..__..___._..... .-__---- � .,... 290 Bending Stress Y(psi) .„PASS(6.9%a). 1058.7- 1136 9 _..._ _...__ Deflection(in) PASS 77.0/o) 0.197(-L/783) 0.856(=L/180) 13.56 D+L ( o Bearing Stress(psi) PASS'(48,8%) - . 427.1 _ `830.4 6.54 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH �. A 267 _ 395, _0 0 _ 0 _ B 3887 2840 0 0.__-_.,,.._,_.,_.,._ .0._.,..__..,..."._.-5751 Y_ _.._,_.0___ _., ._._._0„� __ µ__0._..._,_._ ..r_...._0.._.__. '_" _ • __ ._ _, ( C; 1529..... 1590. 0 .. -0, 2263 0", Reaction Location A B -Live Load Applied AW Project Name:7994 2018 International Building Code ASD 4 • Location:#07 CLG BM Page 2 "' Type Left Magnitude 1-w6hi Magnitude Load Start'(ft), Load Ehd;(ft) Load Type Direction Uniform(Ibf/ft) 297 297 0 19 3747 Live y -- Onifo I f MY o 280' 0 ------- -------- 19.3747, ...... Uniform(Ibf/ft) 434 -434 0 19.3747 Wind(-) y 13:36 13.36, 19:3747 DeadY. • ae w" 0 Z,97 111/19/2020 Project Name:7994 2018 International Building Code ASD Page 15 DATE: 11/9/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: 7994 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #08 CLG BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL.COMPOSITE LUMBER_-, Lk eburg Forest Products 2.0E RiiIidISm LVL (2)15 X 14' DRY I, 14 5 C A sm m; e� 4 �nam — fi•••• 11/19/2020 Start(ft):0 End(ft):20.375 Member Slope:0/12 Actual Length(ft):20.38 - . Area Ix ly 651N. Lams Cfn Kcr (in') (in) (in') (Ibf/ft) Creep Factor ........ _ ... ............ 42 686 7.88 11.08' 2 8. Fb(psi) Ft(psi). Fv(psi), Fc(psi) - Fcl(psi) E(psi)x10 Emin"(psij x10, Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 2000,' 1057 CM 1 1 1 1 1 1 1 Bending Adjustment Factors CV =0.98Cr =1 Voiume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End _.." ...._.. _.. _.. ..." Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 5.25 0 - .r:' 5.25 . 0: _ ... ._ 1.06..:. 0.91.:__.. 1.00—, _ .. .1.00 2 15.125 0 15.125 0 1.00 0.34 1.00 1.00 _MAGNITUDE°:,, STRENGTH LOCATION"(ft). " LOAD COMBO ,"DURATION._FACTOR Shear Stress Y(psi) PASS(51.9%) 139.6, W_5.3 D+L 1 Bending Stress Y(psi) PASS(11.2%) 923.6'. 1039.8 :5.3 D+L 1 Deflection(in) PASS(83.9%) 0.122(=L/1488) 0.756(=L/240) 13.04 D+L w. PASS 18.9%Bearing Stress(psi) { ) 673:6. :" "` 836,4. 5.25 D+L 1 - • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A - ..:56 134 0 , 0 0: 112 z, B 2579 4494 0 0 0 -277 0 0 0 0 _ 0 '421 667 0 0 0.,; --259 . 0 .; _p ,0 Reaction Location A B Project Name:7994 2018 International Building Code ASD WAR2oRSAMCLAMMoFAHIICLE1A6oFTm NYs TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT., Y r SHEET#fj DESCRIPTION EDUCATION LAW FOR ANY PER ME(MH)SON TO ALTER ANY 1.MIS FACTORY-MANUFACTURED HO PLAN HAS BEEN DERIVED FROM A 7I (�I Fa� fd\T��OI�JI OOW.�dT THAT BENS THE BEAL OF A PROFESSIONAL SYSTEM SET OF FUR PLANS APPROVED BY OO.S.FANUFACTURER'S APPROVAL O \`9 L�iW II L-LLu uV ENCIEE3L UNLESS THE PERSON S ACTING UNC10 THE NO.M006-2020-022.DPMTION DATE 7/20/2024 WHICH HAS NOT BEEN DIRECTION OF A LICENSED PROF73SbNA MODIFIED WAV L ENONMR MODIFIY WAY. CV COVER SHEET 2.THE ENERGY PLANS ARE IN COMPLIANCE PATH THE REQUIREMENTS OF THE ENERGY Q C)OCCUPANT LOAD: SINGLE FAMILY DWELLING CONSERVATION CONSTRUCTION MOE OF NEW YOIM STATE. ¢(`N N U EV1 FRONT/REAR ELEVATION O'" �' CONSTRUCTION TYPE: VB Q 4 U EV2 LEFT/RIGHT ELEVATION ELEVATION HEIGHT: 79 W Cn FP1 1ST STORY FLOOR PLAN Icon Legacy Custom DESIGN LOADS FP2 2ND STORY FLOOR PLAN Pz�'v'r'O BM1 1ST STORY BEAMS ROOF LIVE LOAD: 20 PSF Modular Homes, LLC ��z x U ROOF DEAD LOAD: 10 PSF BM2 2ND STORY BEAMS a x w EL1 1ST STORY ELECTRICAL PLAN CEILING DEAD LOAD: 10 PSF _q CON ILE GACY 246 SAND HILL ROAD CEILING LIVE LOAD: 20 PSF (STORAGE) / 30 PSF (HABITABLE) S E L I N S G R O V E, PA 17870 EL2 2ND STORY ELECTRICAL PLAN FLOOR LIVE LOAD: 40 PSF IN COMMON AREAS PHONE 570-374-3280 ELC ELECTRICAL LOAD CALC `^ '�' W FND FOUNDATION PLAN FLOOR DEAD LOAD: 10 PSF FAX 570-374-1 122 l�H o HORIZONTAL WIND LOAD: 135 WLT WWW.ICONLEGACY.COM t �U� BIRD BIRD'S EYE QI Za TR1 27'-6" 7/12 RAFTER EXPOSURE: B Custom Modular Homes, LLC _ '0a TR2 7/12 RAFTER CONNECTIONS GROUND SNOW LOAD: 25 W o SEISMIC CATEGORY: C TN#7994 "�ANCH' R3 ( 30'-6" 7/12 RAFTER WINDBORNE REGION: Y(WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE) TR4 7/12 RAFTER CONNECTIONS m � Q TR5 23'-9" 7/12 RAFTER APPUCAB L E CODES � TR6 7/12 RAFTER CONNECTIONS 2020 New York State Uniform Fire Prevention and Building code TR7 24'-0" 7/12 VAULTED RAFTER (which incorporates by reference): i �Y TR8 7/12 VAULTED RAFTER CONNECTIONS 2020 Residential Code of New York State / 2020 Energy Conservation Construction Code of New York State TR8.1 7/12 VAULTED RAFTER CONNECTIONS 2017 National Electrical Code i I __j TR9 13'-9" 7/12 RAFTER ! IIITII Illy o z in Li Q IiIIVII C TR10 9'-0° 7/12 RAFTER llY II w j [If w "I i i I' :' !II i II TR11 25'-0" 7/12-9/12 RAFTER � ° � � � I Lkf TR12 17/12-9/12 RAFTER CONNECTIONS SE1 I 7/12 TWO-STORY CROSS SECTION SE2 7/12 RANCH CROSS SECTION SE3 7/12 VAULT CROSS SECTION w \ D / O��OO ��0 Q N o DWS D&W SCHEDULE WSULA��ON MALLUE ________- �0�� Lnn r-- PL1 PLUMBING LAYER ROOF TO EXTERIOR: R-38 FFtorrr eLFvnnoN SW1 1ST STORY SHEAR WALL EXTERIOR WALLS TO EXTERIOR: R-21 ELF ct� SW2 2ND STORY SHEAR WALL FLOOR INSULATION: R-19 0� o PROTECTION OF OPENINGS IN WIND BORNE DEBRISTo w> WHV WHOLE HOUSE VENTILATION REGIONS PER SECTION R301.2-1.2,NOT PROVIDED BY ICON Ln O RES CHECK SEE RESCHECK FOR ADDITIONAL INSULATION REQUIREMENTS RAFTER CACLS BEAMS CACLS TRUSS SIGNAGE ON-SITE BY OTHERS ENERGY TESTING AND RATING DONE BY- w o E,0 NEW YORK BUILDING TECHNOLOGY GROUP C) J a' 159 RT 25A,BUILDING#1/SUITE B WHOLE HOUSE VENTILATION PER M1505-NU03.6 ACHEIVED WITH BATH FAN > <r o n r— PLACE,NY 11764 w � - N SEE WORKSHEET FOR CALCULATION•I-EL1(BATH#1)FOR LOCATION -- MILLER o PHONE:631-495-0289 cn z ' O R.A. AND P.E. STAMP � Z z:_,.,. PF R � 2: New York z J LJ N 'o o c S t: o� z C) r CD NOT PROVIDED BY Review Only MODULAR HOMES,LLC("ICON") o f t .rk THESE DRAWINGS ARE DESIGNED TO BE USED zv wo U)�� zr- ' FOR THE CONSTRUCTION OF FACTORY BUILT Date: 08/24/2021 FOUNDATION(WALLS,FOOTINGS,PIERS,ANCHOR BOLTS, wQ oLp rQ j�op J HOUSING UNITS. THESE UNITS ARE DESIGNED IN SILL PLATE)AND CRAWLSPACE VENTILATION. ZW oQd �w ocn FLOOR INSULATION. - HEATING SYSTEM&WATER HEATER. PFS Corporation WASHING MACHINE&DRYER. p: ACCORDANCE WITH THE APPROVED SYSTEMS REFRIGERATOR,RANGE,&DISHWASHER. �� PACKAGE AND THE APPLICABLE STATE Bloomsburg, PA FREEZER IN LAUNDRY ROOM. COVER PAGE PORCH FLOOR&SLAB. 1 GARAGE.�� a � BUILDING CODES AS LISTED ABOVE ON THIS SERALO/ORDERI PAGE I, 08/18/21 PAGE. O#7994 CV Ied WAMMITISAMOLATONOFAmICLEUSOFTMNM TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY P95ON TO ALTO ANY I.THIS FACTORY-MANUFACTURED HONE(FNH)PLAN INS BEEN DERIVED FROM A DCCUMEWT THAT BEARS TIRE BEAT OF A PROFt$90NVUL SYSTEM SST OF FIIH PLANS APPROVED BY O.O.S,MANUFACTURER'S APPROVAL 2517.71 SQ. FT. / 150 = 16.79 SQ. FT. OF VENT REQUIRED egilli UILLESS THE PERSON b ACTING 07FE NO.MD06-2020-022.EIPLSARON DATE 7/20/2022,WKCH HAS NOT BEEN O DIRECTION OF A LCBLHY PROFE�ON&BLOPffii MODIRiFDANY WAT. 88.88 LN. FT. RIDGE VENT = 11.11 SQ. FT. OF VENT PROVIDED 2.THE ENRiGMY PLANS ARE IN COMPLIANCE WIN THE REQUIREMENTS OF THE ENERGY A oo�o 00 180 LN. FT. VENTED SOFFIT 11.11 SQ. FT. OF VENT PROVIDED CON RVA ON CONS RVC ION CODE OF NEW YOAK SA E Q N N(J ,� N ° M a¢4 u EGRESS WINDOWS a a M Q �wCD �OooW A 12 U —l7 �n0Q3 COLONIAL WHITE N cn 5I�O mz 11 2 G�Py a U J u Opp - rQr��.2,o a c�P�yG CHARCOAL GRAY Ill - V�, a 01 8 LR STERLING GRAY STERLING GRAY=1I .:I STERLING GRAY It r . 0000 mom o000 am — m � Q �NECOLONIAL WHITE ----------- m m=0 0 0 m m FRONT ELEVATION J ACCESS TO GRADE NOT PROVIDED BY USN Z Q z W � Q' W *ALL SIDING TO BE SHIPPED LOOSE* N N � \ \ d O N N \ \ In f— 7� O o� ~ �w> cn NLc) O K12 N `�i H 2 �yy Iill IIIIII Hill IIIIII IIIJ �dI IIIIII IT0 W J U 12 NZ zC'V NNE W Cn s , S 0f W rn s S< (!t �O z f fSf: oU Z O O Q-1 t : �w Q J �t A w O p w REAR ELEVATION er I wR A 0787 w w o LTsss TO xm Or.Dm rox 50+ d-z F— THE SIDING COLOR FOR THE REAR ELEVATION WILL BE: "STERLING GRAY" '" ZW¢"Zi- ``'ocn or--40 08/ 8—/2 1 FRONT/REAR ELEVATION SMAL I/ORDER I PAM I. 0#7994 EV1 DDA�"m�M�Ax��aRA SYSI[K tl1 PDI M6F1.!u'4 J'/A WARCOITsavmLATONoFAs=LrmsoFn¢NYs TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR AW POISM TO ALIER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A 1 Y DOCLIN[E W THAT BEARS THE SEAL OF AFiOFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANLFAMRER'S APPROVAL EIMEER UNLESS THE PERSON IB ACTNO WCO THE NO.MDD6-202D-022.E%PIRANON DATE 7/20/2022,WHICH HAS NOT BEEN C DIRECTION OF A LICIENSM PROFESSIONAL ENGINEIM MODIFIED H ANY WAY. r O O 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY 00 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ¢ N N U Cn EGRESS WINDOWS IIIII III III lit Ill 11 111111111111 Hill .' z O . �'' z X A Od -o' IY 0.1 SNOW DRIFT LOADING STERLING GRAY ID'-O 7� �B �edM • • 12'0.G S�'OYl ORDT LDADING O COLONIAL WHITE �1;N1� 11111 08/18/21 04 STERLING GRAY I ut COLONIAL WHITE • • • • • • oil --III i :STERLING GRAY:: Q �I M �I STERLING GRAY STERLING GRAY PORCH ROOF,POST, LEFT ELEVATION RAILING AND SLAB NOT PROVIDED BY ICON z Q ACCESS TO GRADE NOT PROWDED BY ICON O z w Ti w rr LLJ N N Q N O LC) Il- I I � x O o - I— I (0 O ,o'-o• ot�w'S 12'O.0 SNOW RIFT LOADING CL Z'— V 9 7 IV-a' I • ♦ 1 12 Da SNON ORIFi LOADR:G is J • Y m� w o �ro�-r COLONIAL WHITE w Nz NN or7 � z STERLING GRAY STERLING GRAY - a " w z J N i STERLING GRAY oo z O O m� Of Q -w Q J (T RIGHT ELEVATION — Z d o') ACCESS TO GRADE NOT PROYOED BY ICON a w O (An w c z r W Q Q0}Q p J Zw¢' OLLJOcn F�_O LEFT/RIGHT ELEVATION SERA It/ORDER I PACE 0: RI15 IAf:IDAG xAs eEiN E Q p/°\ M.-AYNpJFL�APPR�OVLL 0#7994 V!//_ ga wAfrm rSAVICtATIXForAmDLEmsoPTFENvE, TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: V. *TEMPERATURE CONTROL VALVE TO BE INSTALLED TO ALL TUBS AND SHOWERS EDUGL11oN LAW FOR ANY F818DN TO ALTO ANY 1.TNtS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A OVAL *INDEPENDENT BUILDER IS RESPONSIBLE TO COMPLY WITH R312 (WINDOW SILLS) e+o TMPS"ISACTINO sx MD�DO6�-2D20-022.�wAnDN APPROVED 7�/mzz MCH nns NOT EEEEN OF THE 2020 RCNYS(DONE ON-SITE IF APPLICABLE) EGRESS WINDOWS D9Wn0N W A L�PROFES9WN-� MODIFIED PI ANY WAY. -WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN z Tff ENERGY PUNS ARE N COMPLIANCE NTH THE REQUIREMENTS 6 THE ENERGY A W 0 O CONSERVATION CONSTRUCTION CODE OF NEW YM STATE. Q N N U 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW 2,•_p - c� -WHERE THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED ' xO ' ' -OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A a�"M Q 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR r � nx®a ,Axnm n .n ane• a s $ O hh¢$43'gg2��.�ppR sIIj'IiIII_ am11m'-�1A0iliVmia•smn�rt a�O�r AO9oiw M�° IInII1Im1IiIImIIIDDDII0I0mmIInmIIlIIIIIOIIIlIIIIl1IIllI � 'W O)4•Lam w u�a�nmc ''dam =m int 7187 Voell LIVING R lIIIIIIIIIIIIIII tu ••��h$��Ag2yya$x4$y3��, ',�.,ryy_�pi'' A�;•_, v4�'aEn �Ox-1 I wrU�rWy'Fly�31� ;y 08/18 21 m oCI A V "-r n ua 0 r-If u°f a'-D• 7-5' ]'-Y K-�' T-D' � awns 2'-++• +•DACE sw r.¢ X m EL J I I KITCHEN 6 4 Q i I I ama'rorm� R ��$ ln�wa�oaoaaf aruF�.) I I �a pp �•. i s�oMoo10w'w'Q??mow �s Q rwm mac I I 99 �xn•. DINMG ROOM mad i i _ r � O3 J F - la: 'm owmRit tau I I a gg q 415 Q z a wn1 •na'aat�xcm I I 6 4'-r 'AL `� I anxruivaa xn wn Hmvo i i � les �aF�f..¢ g� w � I i i C:� ILLJ z Y" SQ SIDING (STERLING GRAY): 32 SQ SIDING (COLONIAL WHITE): 1 1 2 � I g � SQ SIDING B&B (STERLING GRAY): 1 e • s_r +•SPAQ n Y-�Is7 6'-B� SQ SIDING B&B (COLONIAL WHITE): 12 1 2 SQ SHINGLES: 49 1 3 0 HOME of A 3'-0' xs° mi/,•a.vur I, i V' .a - mY.T.YjY ;� / LF HIP & RIDGE: 153 "' q0 i I I7 3'-0• ,,. T_67F LF RIDGE VENT: 151 _ 5'-7Jg S 6' 13'-9' iD 13'-D' 10'-,0• 13-6' _ L Y- A LF DRIP EDGE: 485 o F 2r_r "' 6� *4YA s_� m , , LF SOFFIT: 466 �> e w raHoeAwo��uvan� O LF FASCIA: 538 oM .� ryuava ssnmval b I I Na— �� y � e M RmYaDtmva 4'-6' i I �• 3-0115' 3'-,OJS' 6'-53'• u C O 2.-y,. A BEDROOM S7 M1 \ , Iax acaevmnmm0 "-- J iv,wn u�a°na :�' a .-.mc � $B rm ••"` ® •� s>a� v � < CO x �yy 4 a amvo m I I •' g •' 1 W FLOOR FRAMING O ?. B97riK1 '� unman 1 �c5�"r �r-n• J sc ii 4•_E/•vr;.o aa ' ------------- ---- � - ° ; aumm 4Z}- o� � Elf NN oI`7 W rtn —__—__=''=__ (n a _ __ __ _ s_ ------------ ----------- @A4itZ --------- - n 5/a'7YPE'x'EREETROCK (— c 1/2'DRYWALL ON GARAGE WALLS U Er L.L_I BEDROOM$2 n S-3%. '-3y, aArmrt uan Am DwI,ATNa 25-0- W O z o O 'u Ewe• xa 1 I �Q O 3-10' '.-S. 6'-7' I 6_Qy. Arax° axioxa Q N'-r I A PORCH V j w Q J d- I m - xw xma veN +Y-a• z F--N LL-z mot- � I xrs+mo m tm w cn w CD cn LL rn Z NOTES: < cor-<=D 0-) y 1. 2x6 & 2x8 EXTERIOR WALLS @ 16" O.C. ma• au z W o d w o(n o F—i O 2. 2x4 & 2x6 MARRIAGE WALLS @ 16" O.C. 3'-f0' 6'-1 •� 3-10 a-2 D-e 3. 9'-0" 1st STORY CEILING HEIGHT 6-+ws r-6 2r-07 8'-0" 2nd STORY CEILING HEIGHT TroP"6 1*SPACE 4. 7D 7700 SERIES DOUBLE HUNG & CASEMENT WINDOWS 1ST STORY FLOOR PLAN 5. HEATING SYSTEM ON-SITE BY OTHERS 6. 7/12 STORAGE RAFTER @ 16" O.C. 7/12 VAULTED RAFTER @ 16" O.C. 7" & "G" MODULES SERIAL//ORDER i PACE R 9/12 STORAGE RAFTER @ 16" O.C. "H" & "I" MODULES FRONT Na6NflxaNr, 7. 8 1/4" x 9" STAIR GEOMETRY 7 AA°TIn�a AN�B�Yn O#7994 F P1 SYSIFMS Qt PFA YmFL A4P�'/A: 8. HANDRAIL MUST COMPLY WITH R311.7.8 NY RESIDENTIAL CODE WARM IT IS AVIOLATTON OF ARTICLE%s OF THE NI's TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY PERSON To ALTO ANY I.THIS FACTORY-MANUFACTURED HOME(FYH)PLAN HAS BEEN DERIVED FROM A DOOLIMIE f THAT BEARS THE BEAL OF A PROFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTURERS APPROVAL ENGINEER UM.ERS THE PERSON IS ACING UN`ERTE NO.M006-2020-022.E)PIRATION DATE 7/20/2022.WHICH HAS NOT BEEN D$ECTION OF A LICEJSED PROFESSIONAL ENGINEER MDDIFIED INANYWAY. 0 2 THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REQUIREMENTS OF THE ENERGY A t o CONSERVATION CONSTRUCTION WOE OF NEW YORK STATE. ¢�N N U o'-'M >.+ EGRESS WINDOWS A � a M ' " -------------------- V W ..U ram' I I 17 I i I wSE I , I ID j 08/18/21 - @ o boa I I I W 0 I_____________ ------ J__----____-__--_-__r .. 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T 2 THE ENERGY PLANS ARE IN COMPLIANCE WIN THE REQUIREMENTS OF THE ENERGY Q o O CONSERVATION CON 5 iRUC110N WOE OF NEW YOAK STATE. .A N(V V cq p — cn..7+ ni �I +'• '• jg Q v WWy U r nuB4 f' n= I IIII I >;A iui ; s4 N Wa 0, 3 I ini � '•r i /�ryrypp jq�y�` s - 1_ Ilu I i�'{-yy�xg rya}µmg IA '�IIII C "l•Af'8^�el Y7�'" > 2 C I IIII — I gg� I �I III I a U p& I U, Q A it 1; — A #I 08/18/21 IIIII M. 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Q N N U r1:a4�U . •: >o..W .PPt Pit O v z I LUvj q �o w 3 IIII I �o I nll I RBI I Y LIJ Ini I + nn I I LNNG ROOM p° I IIII I I I j F /Rf'twR l� '� 41 I 'um ul ; of i 08/18/21 �I�,,�)00 a I r ma l I O IInII L_________ r E *NilI u I ©"A IIII I L �' S » » ow n I � SA m Q I s� py I I I KRCF@J lJ'Al �N.ELECTRIC FOR PANELIZED AREA- _";IDNNGROOTO BE DONE ON-SITE BY OTHERS(ICON TO SHIPLOOSE SWITCHES & RECEPTS) ;' ; j \ r________ ; ; I(NOT INSTALLED BY ICON) � LLJ (WIRE NOT SUPPLIED BY ICON) ------------- TO BE INSPECTED AND APPROVED II »BY LOCAL BUILDING INSPECTOR. "� r----- \ LA -�1 , F"� , SO \\ i � OLLJ HOME OFFICE � + �mw rtc;oT ur - Lr) rl- t i I ,.Y I I I I wI.C.I I I I o�oV - CD - sm wnoHor uF -�J ---- L_____- II �-i omm Ir-- I I — - i a I I m GARAGE �1 LLLJ I I 1V1, Y,I.,�i 61d ,\ i Lam___ _r /+j 1 I I �M I U P r �NILI ____J I �_J� I BATH f3 11/ \ 1 I V1 to I I i__ , _____�___�________________— W cn gb I pl'y Wes' �m Z BEDROOM 81 s; i ig °H° I ">^ I i I __J I FOYER CD L-- -® A I I \\ / I 1 -�- J I I l Elf W AO�J I i I c I @AIlifL , I AM6kfr I I I \\ I -------------5�----------- � Z c O W \ s CD ELEC DROPS nr� I I BEDROOM B2 J Q �-------------J . I Z TO BASEMENT m+�n I I O°` R °" ra LJ ` � JH>: z W Q J d- PANEL BOX iF- CD vart m w - \ ZWQd' W o(nol� I-I CD - -- sm ion omr ur 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED 1ST STORY ELECTRICAL PLAN 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 EETLu//ORDER P PAGE k INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. FRONT M55 � EL1 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) I 0#7994 WART@orrr AVIOLATWNoFAffncLETASoFTHEm TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: i EDUCATION LAW FOR ANY PERSON TO ALTBi ANY 1.THIS FACTORY-MANUFACTURED HONE(FMH)PLAN HAS BEEN DERIVED FROM A DOCLIUEM THAT BEARS TTE BEIL OP A PROFIESBJONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL Bl0EEM LUMS THE PESTSON IS ACING UNDO THE NO.MOD6-2020-022.EXPIRANON DATE 7/20/2022,WHCH HAS NOT BEEN O DOECBON OP A LCENSW PROFESSIONALE 'NO.` R MODIFIED RI ANY WAY. 2.THE ENERGY PUNS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY A Q 5 0# LIGHT BOXES R E Q U RED CONSERVATION CONSTRUCTOR CODE OF NEW YORN STATE. Q[�N N U o�M(�>.; xg-'t U a �Q <: £ x j o w -------------------7 ------------------- . FY ZO I I F I I I {T1 ppyy { i w 08/1$/21 _ m CANa w I I I I E I I 1 N �I r1 U I I V _____________ _____J-------------------- i I I I i i I i � r LL Q J I I I m � � i I i I i I i I , i I I I ' al wmI I --J (/) f__ Q E1. BEDROOM 93 BEDROOM#4 � W Cr LLJ rrY O xw ern lu'�sc°n I j I Im muOl�sanl ruum0 I I rF'- - - _� I Ln C\ I >TATM n I I I I_ r17 ^"" wL d� � \ / N O \ / DO c W O U cl) 4� 'c-4 LLJ I I O \ = z I / \ z / cn c �� wU Z Z O ------------------------------------------ O_ — I ----------------------------------------------- m Z Q Y W ¢ J i w cC Op wo' z E—N V) d' O- n w0 Cn w( IL.I_�6)zF— `----------- ---- w Q o c0>Q Z o 6-w ------- Z W o"t W oLo oF— O 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, 2ND STORY ELECTRICAL PLAN RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SERIAL,/ORDER, PAGE/: 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. �M �°� O#7994 n 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) q G wAmm irMAhouTMOFAKnCLrUSOFn¢ms TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: F ) MLCATM LAW FORAM'PERSONT0 ALTO ANY I.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCLIN01T THAT SEARS ME BEAT.OF A PROF®u10NA1 SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL u BICI EffI LANES THE PSISON 0 AMID UIM THE NO.M000-2020-022.E%PIRATION DATE 7/2D/2022.WHICH HAS NOT BEEN � z DPECIION OF A LICESW PROFES& AL F3� MODIFIED WAVY WAY. O O 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. Q N N U p - mcq �aM�Q �M O z�wso ELECTRICAL LOAD CALCULATION FOR ON#7994-NY �° ¢~ Nwax,w3 HOUSE SQFT: 3,796 3 AIR CONDITIONING AND HEAT ' w AIR CONDITIONING: 0 WATTS 0 WATTS 'Ua CENTRAL ELECTRIC SPACING HEATING: 0 WATTS (X 0.65) 0 WATTS - ��'° a LESS THAN FOUR SEPARATELY CONTROLLED 0 WATTS (X 0.65) 0 WATTS ��Wo ELECTRIC SPACE HEATING UNITS: FOUR OR MORE SEPARATELY CONTROLLED 0 WATTS (X 0.45) 0 WATTS ELECTRIC SPACE HEATING UNITS: m *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 o z GENERAL LIGHTING: (3,796 x 3) 11 ,388 15A 14-2 �' w > SMALL APPLIANCES: (3 X 1 ,500) 4,500 20A 12-2 RANGE: 11 ,400 50A 8-3 DISHWASHER: 1,200 20A 12-2 RANGE HOOD: 1,920 20A 12-2 N w WASHER: 1,500 20A 12-2 0 Lo DRYER: 5,800 30A 10-3 FURNACE: 0 N/A N/A r WATER HEATER: 5,500 30A 10-3 cn 43,208 w> N � r m W O cc FIRST 10kW OF OTHER LOADS @ 100%: = 10,000 a>- ;:Ln��' � �z zCV ar7 REMAINDER OF OTHER LOADS @ 40%: (33,208 x 0.40) = 13,283 AIR CONDITIONING OR HEAT FROM ABOVE: = 0 0 TOTAL CALCULATED LOAD: : = 23,283 REQUIRED SERVICE SIZE: (23,283 / 240) = 97 AMPS w INSTALLED PANEL SIZE: = 200 AMPS z w� z _o 4.. .. 0 0 C* Q �w zW¢d-�Wo(noF—dO Q:fS ELECTRICAL LOAD CALC SEMAL 1/ORDER I PAM I, � 08/18/21 R.,H=RRA 0#7994 E L_�i H��YWD�M'P�YA jea THE FOUNDATION OR ANY PART OF THE FOUNDATCN,IS NOT FRONDED BY ICON. THIS wAFinaIFSAWL.ATMoFArtncLEusoF-THEws TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: , 6 A EDUCATION LAW FOR ANY PERSW TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(MH)PLAN HAS BEEN DERIVED FROM A FOUNDATION PLAN IS FOR DIMENSIONAL REFERENCE ONLY. ALL FOUNDATION NOTES ARE DOCUNEW THAT BEARS THE BEAL OF A FROFES.SO4AL SYSTEM SET OF FMH PLANS APPROVED BY D.D.S.MANUFACTURER'S APPROVAL FOR REFERENCE ONLY. IT IS THE INDEPENDENT BU!LDER'S RESPONSIBILITY TO HIRE A ENCNEEFt UNIAM THE PERSON IS ACTING UNDO THE N0.M006-2020-022.E%PIRATION OAIE 7/20/2022,WTUCN MAS NOT BEEN C O LICENSED PROFESSIONAL ENGINEER(-PE-)A DESIGN. TO THE I THE CONSTRUCTION G) DPE=M OF A LICENSED PROF�ONAL ENOPIEER MO. W ANY WAY. OFINSPECT All ASPECTS Of THE FOUNDATION PRIOR TO THE INSTALLATION(SETTING) 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY A OF THE MODULAR COMPONENTS. FOUNDATION WALLS,FOOTWGS,COIVMN$PIER$ CONSERVATION CONSTRUCTION CODE OF NEW YORK STALE. ¢oo N N U STEEL BEAMS AND SLAB NEED TO BE DESIGNED AND CONSTRUCTED TO MET STATE AND/OR LOCAL BUILDING CODES USING EXISTING SOIL ANALYSIS IT IS THE INDEPENDENT Q,--1 M,N..I',•K BUILDER'S RESPONSIBILITY TO INSTALL THE SILL PLATE AND TERMITE SHIELD. 59'_7' ICON ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE 24'-0• tt'-3• 24'-4' FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED(AGANST 1.� M L\rti THE FINAL SERIAL NUMBERED FLOOR PLAN INDEPENDENT BUILDER COPY)BY 1Y-D' 12'-0• INDEPENDENT BUILDER AND ITS PE PRIOR TO FOUNDATION CONSTRUCTION. THE ', W INDEPENDENT BUILDER MUST CONTACT ICON WITH ANY DISCREPANCIES PRIOR TD -era THE START OF CONSTRUCTION OF THE MODULAR COMPONENTS nx/ /1�0 v III _CII____m_xw n_E_____________' ___m_____ __ ____-- yl Q zo ______________________ __ ' � TO mc ~ �� I �•�-••I�1 w cn I I S ¢ _ I l y U J I I , I V I I I 0" 7 I WPN7-Y _ �Wo j� x I I—a _. `------------ ZW J ------ ----' --- ------ ------- asF i I m J Q I m I 1 SIR TY I I Rig z Q I I I I I I > C I I '-- --• •--�---• I I wi w I@ eR R I I I I I � I W �HI°41 ceE owl 1 I n I I r CEILING MOUNT ,o m _________J L_-° n SMOKE DETECTOR .I INSTALLED BY OTHER I uF; I N N m w _ i__ --n I sB I Q N N I I I I I I I I I I I I I I I LO rl— r-a I I I I r G.F.I.RECEPT. •,� �� I I I it'-OJ4• I I BY OTHERS 1} -u,u _. I r_I7• I I •-0• 6-0•MAX I B•_y -mil 1,-1• K'C siPwlt evi s/ 13'-e• I I 1 I 10'-10• IY-6• e �_____ ________________ _____/I_i_I____ J_L.____J I -�- �� o _____ _ ___ _________________ o� -- ---- -- --1D88-- —.-- .®..�.. 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Vl I I (sO cmE•vMaaTY 1.°ocr BEwnuuExrs) 5T$• t' 26'-]75• I Z r L_____ _______� rn eml I IC,o Z 947 PLF Z �1 m v o _____________________________'�-Ml/u m oL ^ Ii9ll m o Q 24'-r 8'-6K• I I J t0'-B' 6-2' `w cG o p w0') DECK ABOVE I I I m i p I—N/T Li z m(T L-------------- -- i wLn w CDS� LL_ o zF� L---------- I w Q o LD r Q 0 67 w 6'10&' ------- 1s B ------ - zr r Z w o�'t LIJ o M o F LL o FOUNDATION PLAN FOUNDATION HEIGHT 8'-6" SERIAL I/ORDER, PAGE MI5 BMLNC HAS ER1Y��'�N 0#7994 F N D WAMnIr SAMOLA7MoFARf,cLEN6OF7HENAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY PE SON TO ALT61 ANY I.THIS FACTORY-MANUFACTURED HOIE(FYH)PLAN HAS BEEN DERIVES FROM A DOCLAOU TWAT BEANS 7HE SEAL OF A PROFE9SO" SYSTEM SET OF FUN PLANS APPROVED BY O.O.S,MANUFACTURER'S APPROVAL @CANER LNLEBS 7HE PERSON IS ACTNO LNCER THE NO.MD06-2020-022.ENPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN O DIECFWN OF A LICENSED FROFESMONAL 84GMMR MODIFIED N ANY WAY. 8 THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REOUIREMENTS OF THE ENERGY A o C)CONSERVATION CONSTRUCTION CODE OF NEH YORK STATE. wS oo N CV U C) C? U x�o^W 0 w f p; t NWRx. - I I R7r1 V � 4I V¢ 08/18/21ol J I I I 1 � I I I I � I I L - r li Q m � R2 I I I I � , I , I I I I I I I I I J Z Q 1 - - o z i i > a_ 1 w j Y i W R-3 ; i I 1 I I 1 I I 1 I I q I • I 1 I F- R II N N 1 LLl \ \ I I i Q N �(V 1 C) \ \ I L I R-8 I Y I 1 I 27-fi' r I I �~ o ------------ -- --_______- - -------------------------------- cn Nn o 1 1 1 1 1 7 1 to Y 1 Cn 1 U R-4 0f rZzNor'� M z 0 U o � Z c w Cn Z c j N z w --------------A--- CD wCD Z -------------------------------------- I m m Q R16 ~Zw oo CD wQ oC�rQ =D 0- BIRD'S EYE SERIAL I/ORDER I PAGE is D�sN�GN� N BIRD � O#7994 AAP�,k I wAmm R 6 A VIOLATION CF ARTDmE 5650E TmNm TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCADON LAW FOR ANY P9BONTO ALUR ANY 1.THIS FACTORY-MANUFACTURED HOME(FNH)PLAN HAS BEEN DERIVED FROM A DOCAMW THAT BEAJ6 IIE BEAL OF A PROFESMNAL SYSTEM SET OF MH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL Blest LWLMS'RE PERSON 9 ACTING IA✓OHi THE NO.MDD6-2020-022.E)TIRATION DATE 7/20/2022.WHICH HAS NOT BEEN ODECTION OF A LCB48ED PROFESSIONAL EI INEM N001FIED IN ANY WAY. CD O 2.THE ENERGY PLANS ARE IN COMPLIANCE NM THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YOW STATE. N N U o r"cf) E f o 08/18/21 2x6 SYP 2 U 6'-0" m m co m mC/) m En cn 0 \ -00Lo J J J J \ / Z J Q Q Q Q 2x4 2x4 3 oLoj � Q z z z z rt z_ �5 2x6 7 1/4' > L` w w w w 1� \ cv °2, Qf af o f S 2x6 SYP 2 OVERHANG BLOCK ' 2�6 9/,6 12 11 7/8" w o 0 0 0 0 0 \ � � _ Q cc �. CV 00 CN Lo N 7 GUSSET Nr--) Lo o coLn PLATE r i Lf-' o CN c)wj 6 8,-p» 5 7�8" ' ,"r, o 4'-0" 4'-0" 2x8 SYP#2 2x8 SYP#2 En w o � cif 10" L 13'-9" 13'-9" `n z ! o 27'-6" ' � Z � w 7/12 - 27'-6" WIDE - 25#GSL - 16" O.C. MUz oCD N mz � Q Y STORAGE RAFTER w w � cnwo U LL_c�Z� wQ oco y.Q==off J Z LLJ¢-,I- Li o(n o F--O 27'-6" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED "AL P/OUR F PAMP NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. yea °� 0#7994 TR1 WARaaxorteA VIOLATION OFAnna.E:usor THE ws TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT. ®UOATTON LAW FOR ANY PERSON TO ALTO ANY I.THIS FACTORY-MANUFACTURED HCNE(FYH)PLAN HAS BEEN DEMVED FROM A CONNECTION: A-2 CONNECTION: A-1 OOGA �T THEPERSON REAL C IN PfMO TFNA NO.SYSTEM BET W f02 PLANS APPROVED BY OAS,MANUFAC URF NO APPROVAL ENOt�t I r A L THE EDP E SIONA LE♦OBT THE NO.TED I 207 y WAY FIIPIRADON DALE 7/2D/2027,RHICH HAS NOT BEEP O DIRECTION OF A LCBJ®PROFESSIONAL EN09!®i THE W ANY NSA A r-O O 2.THE EN21CY PLANS ARE IN COMRIANCE MTN 7NE REQUIREMENTS 6 T!L ENERGY -- CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. N-(V U USE 1-16D NAIL INTO END CONNECTION: B-1 C)cn 1 1/2" X 26GA. STRAP @ 16' O.C. rx Q v U r =��'W 2-10D NAILS EACH END GRAIN EACH END a a"M / USE 3-6D NAILS THROUGH SHEATHING d w-•CYT 0 OR AND --- x>o w W/2-16GA. STAPLES EACH END USE 10D NAILS @ 26" O.C. OR �o O ______ THROUGH PLATES USE 4-16GA. STAPLES THROUGH SHEATHING cn w U O .,"ALTERNATE' z ¢3~ `twau" USE 2-8D NAIL EACH END OF 1X4 CONNECTION: B-2 USE 1-16D NAILS TOENAILED EACH END o AND 4I USE ROD NAILS @ 26" O.C. THROUGH PLATES ¢U -- CONNECTION: C _ ��a -- --- w USE 6-16D NAILS EACH END N 7�75I' USE 2-16D NAILS MCI ;v THROUGH CHORD BLOCK N af of cn m cn cn CONNECTION: D 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 z ¢ ¢ a Q 4-6D NAILS PER GUSSET EACH SIDE CONNECTION: B-1/2 W/3-16GA. STAPLES EACH END _o LLJckf ------- OR CONNECTION: C _- cl- z 5-16GA. STAPLES PER GUSSET EACH SIDE - f w W w w W ` " -- 0f 0f \ 8-6D NAILS PER GUSSET EACH SIDE 12 w o 0 0 0 0 0 � CONNECTION:OR D-2CN USE 2-16D NAIL THROUGH ¢ 0O `r N 00 10-16GA. STAPLES PER GUSSET EACH SIDE CHORD BLOCK ` N To Lo 00 — fo LLJ U = CONNECTION: E N o CONNECTION: F CL— UPLIFT CONNECTION m CONNECTION: F - UPLIFT CONNECTION w oQo ----- MATE LINE S2 J 6' Qf cn z 2N oN D7 w USE 8-16D NAILS THROUGH DECKING EACH SIDE OR 1 1/2" X 20GA. STRAP o W/4-10D NAILS EACH END : w 4 I I z Q - 7/12 - 27'-6" WIDE - 25#GSL - 16 O•c• UPLIFT CONNECTIONS CD UPLIFT CONNECTION 1 1/2" X 26GA. STRAP �Lu ¢ J MATE LINE PER SIDE STORAGE RAFTER W/2-10D NAILS EACH END =C/-) V) L— rnZ0 — ° co¢o >¢>�om OR Z 1 1/2" X 26GA. STRAP w4d �wocnot� o W/2-1OD NAIL EACH END W/3-16GA. STAPLES EACH ENDOR GOOD TO 135 MPH WIND SPEED _ 7/12 RAFTER CONNECTIONS W/2-16GA. STAPLES EACH END THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SMu N ORDER I PACE 1, NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. j °` 0#7994 TR2 WAFMOIFPUAVIOATIONOFABTCLEICSOFTHENYs TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY PERSONTO ALTO ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A '�:'•»ty�_ DOCURAENT THAT BEARS THE BEAL OF A PIFICIFESSIONPL SYSiEY SET OF FMH PLANS APPROVED BY DO.S.MANUFACTURER'S APPROVAL `fix•' �V( A�•j�X•a EN[dEEI UN ESS THE PENSON 6 ACTNO UNDEI THE N0.MD06-2020-022.EXPIRATION DATE 7/20/2022,WHICH HAS NOT BEEN ' ` '.'V K •� DNECTM OF A LICEt�PROFESMONAL 84QMM MODIFIED IN ANY WAY. � O y ' 2.THE ENERGY PUNS ARE IN COMPLIANCE WTH THE REOWREMENTS OF THE ENERGY A CONS@VARON CONSTRUCTION CODE OF NEW PORK STATE. Q[Z N N U T ` S �' a C!iQd U f. '� aP-IM�Q AOH"�Z `nOQ� 07F7�� Nwax,u"3 U= J V fi 3/4" a..1 _N M��-�a o 0 6 1/8° .. U n I � rY Cif cr) Z N `r "' �/8• 7 1/4° CHORD BLOCK m �+s 9 10^OVERHANG BLOCK 11 7/8^ 2��6• �� GUSSET PLATE J _J J J Z J Q Q Q Q O W 2x4 j8• � Elf 1� W of Qf � � Is> Q. 2x 2� 2x6 CD O CD O O O 2x6 SYP#2 \ \ \ \ \ \ Q T 00 � N 00 N 9. 73\ 9 N r) LI) 00 J/ B 12 a ~ i z3 2 a F- j IV 4'-0° A7 73/ m /z• s• m 2x4 INSTALLE ON-LINE ; i W o U 20 SYP(2 2x8 SYPp2 2x8 SYP#2 Cr �Z NN orb 2x1 O (n z 4-1 1/2"x 14"M.L. CD 13'-9" 10^ Z 30'-6" � W � z w z ¢ N O J CD oU z o 7/12 — 30'-6" WIDE — 25#GSL — 16" O.C. =z _z �� STORAGE RAFTER w J I-Ao C �z WQ p�}`C<��p�J ZW¢d-�W oClJ o1�LL0 30'-6" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERIAL//ORDER' PACE NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. -ga E. 0#7994 TR3 WAFMOTrISAMOLATMOFABnaEUSOrT ENYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOB ANY PERSON TO ALTO ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCUMENT THAT BEARS TTHE BEAL OF PI�FESX AL SYSTEM SET OF FMH PLANS APPROVED BY D.D.S.MANUFACTURER'S APPROVAL ENC20 ALINI THE PERSON 0ACIHO UMEXR THE NO.MODS-2020-022.EXPIRATION DAIS 7/20/202Z WHICH HAS NOT BEEN ��II DM OWN OF A LICENSED,PROFESSIONAL EIMEE R MODIFIED W ANY WAY. 1 THE ENNERGY FILMS ARE IN COOS NCE W THE REQUIREMENTS OF THE ENERGY O� CONNECTION: A-2 CONNECTION: A-1 0 M ° R,'Q�t U USE 2-16D NAIL INTO END CONNECTION: B-1 a a M d Q 1 1/2" X 26GA. STRAP @ 16" O.C. GRAIN EACH END j W/2-10D NAILS EACH END AND USE 3-6D NAILS THROUGH SHEATHING > o W OR W/2-16GA. STAPLES EACH END USE 10D NAILS @ 12" O.C. OR �1��„�, THROUGH PLATES X USE 4-16GA. STAPLES THROUGH SHEATHING ��Z XX�� ALTERNATE O Q N USE 2-8D NAIL EACH END OF 1X4 CONNECTION:ION: B-2 y—USE 2-16D NAILS TOENAILED EACH END ' In AND CONNECTION: C USE 10D NAILS @ 20" O.C. THROUGH PLATES I U Ol \�'�--------- `•, USE 6-16D NAILS EACH END USE 2-16D NAILS ��W o THROUGH CHORD BLOCK CONNECTION: D r 1 1/2" X 26GA. STRAP O7 0f Of �' cif �' f W/3-10D NAILS EACH END .CONNECTION: E OR W/4-16GA. STAPLES EACH END ' USE 2-16D NAILS TOENAILED THROUGH RAFTER INTO PLATE J J J z PLUS - C) LLJ z z z z USE 2-16D NAILS THROUGH PLATE INTO BOTTOM CHORD CONNECTION: A-1/2 N af z w cy— W w w w w _ CONNECTION: F CONNECTION: B-1/2 USE 1-1/2" BOLT PLUS \ CONNECTION: C 3-6D NAILS PER GUSSET AND BLOCK EACH SIDE OR . 3-16GA. STAPLES PER GUSSET AND BLOCK EACH SIDE L�j N 00 N N Lo 00 CONNECTION: D-2 9-61) NAILS PER GUSSET AND BLOCK EACH SIDE >- -- CD 12----- OR =� a � z USE 2-16D NAIL THROUGH z 7 11-16GA. STAPLES PER GUSSET AND BLOCK EACH SIDE Co 0 0 w> c/) w w PLC) O a� z NCD � CONNECTION: D CONNECTION: F CONNECTION: E CONNECTION: G w CONNECTION: G UPLIFT CONNECTION ' ;'UPLIFT CONNECTION UPLIFT CONNECTION UPLIFT CONNECTIONSIle z 1 1/2" X 26GA. STRAP 1 /2" X 20GA. STRAP W/2-10D NAILS EACH END OFz W/5-10D NAILS EACH END �� — :," .CfOR z' WHERE NO BEARING WALL BELOW: W/2-16GA. STAPLES EACH ENDQUSE (2) 16d NAILS TOENAILED INTO BOTTOM CHORD . z ALTERNATE - 1 II 11 .x.� m z o OK FOR (1) SIMPSON A34 CHORD TO BEAM 7/12 30 -6 WIDE - 25#GSL` 16 O.C. + oz CD � Q Y UPLIFT CONNECTION BOTH SIDE STORAGE RAFTER _ Z c wu w0 ('7�LL-�OF)'m {= 1 w �w Zw¢d �wocno�JO 1 1/2" X 26GA. STRAP t� t W/2-10D NOIR EACH END GOOD T0135 MPH WIND SPEED 7/12 RAFTER CONNECTIONS W/4-16GA. STAPLES EACH END QS/18/21 THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SEPoA p/ORDER p m °�� °- O#7994 TR4 NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. i,� WAR*"IF 93 AVIOLATRTNOFARNCLE us oFTHENYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1 1 ®UCAMW LAW FOR ANY PERSON TO ALTE3I ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCLE03N THAT BEAM 11E SEAL OF A Pam. SYSTEM SET OF FMN PLANS APPROVED BY D.D.S.MANLIFACTURERY APPROVAL 12NIM33A UNLESS TIE PERSON IS ACTNCIMINE THE NO.MOD6-202D-022.E)FIRATION DATE 7/20/2022.WHCH HAS NOT SEEN 0 DFE=N OF A L1CBNISM PROFESSIONAL EEMOINEE1 MODTED N ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REOUIREMENTS OF TEE ENERGY A O CONSERVATION CONSTRUCDON CODE OF NEW YORK STATE. ¢00 N N U N —cn 5 t 0 v�zo Na N F, In 08/18/21 - 0°.l U4. P 2x6 SYP 2 8'-9 1/4" En cr- o-_ cn of elf v, cc Ln co 11'�6 N O ME J J J J L 1 2" [1�v 3 1/16" z � a ¢ a / ��, O LLJJ Z Z Z Z 7 1 4' L > w w L-L-I w 2x4 OVERHANG N �2" CLi LI Of Qf 2x4 BLOCK 2x6 2x6 SYP 2 12 11 7/8" w o 0 0 0 cc,) 0 7 GUSSET � CD N PLATE C C' , o \ 6x N 10'-0" x 5 7/8" 6'-10 1/2" 3'-1 1/2" 2x8 SYP#2 2x8 SYP#2Lo J c co w o 0-) v �z �cN 10" 13'-9" 10'-0" V' z 0 23'-9" � z � w c z 7/12 - 23'-9" WIDE - 25#GSM - 16" O.C. z ¢ N o CDz c') z p ?o 0 nz af Q �w Q :5i J d- NON-STORAGE RAFTER w F I E m0) wcnwo cn�w�o�Zr` 23'-9" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SEWA O/ORDER/ PAGEF NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. I�- 0#7994 TR5 wAwarrISAviaumNoFARnc EusoFTgEm TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1 1 ®UCATION LAW FOR ANY PGt=TO ALTO ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A C 0 N N E C T 0 N: A-1 D=AOJF TUT BEARS THE SEAL OFA SYSTEM SET OF FMH PLANS APPROVED BY D.D.S..MANUFACTURER'S APPROVAL CONNECTION: A-2 L�T� IB ACTING UNDER THE NO.MDOD-102D-022 E%PIRAPON DATE 7/20/1D22,WHCH HAS NOT BEEN DFECTwNCFALrsSMPROFESMONALEnocr�l MODFIEDIN MYYWAY. z THE INC11Y PLANS ARE DI COMPLIANCL NTH THE IEOUIREUENTS IF THE ENERGY A C) ---- --- CONSERVATION CONSTRUCTION CODE OF NEW YOFOC STATE. Q�M N V 1 1/2" X 26GA. STRAP @ 16" O.C. USE 2-16D NAIL INTO END CONNECTION: B-1 a Q 4 v a�W/2-10D NAILS EACH END GRAIN EACH END P" �Q OR AND ___ USE 3-6D NAILS THROUGH SHEATHING �o 0 o a W 2-16GA. STAPLES EACH END :_ USE 10D NAILS @ 21 O.C. A a.,Fr z / THROUGH PLATES / USE 5-16GA. STAPLES THROUGH SHEATHING ¢ z X p ALTERNATE-- w 3 USE 3-8D NAIL EACH END OF 1X4 CONNECTION: B-2 USE 2-16D NAILS TOENAILED EACH END �� AND �I� U ---------- CONNECTION: C USE 10D NAILS @ 21" O.C. THROUGH PLATES ��ou USE 4-16D NAILS EACH END a - USE 2-16D NAILS ; � Qf V) of � cn THROUGH CHORD BLOCK CONNECTION: E USE 1-1/2" BOLT PLUS CONNECTION: D J J J J 2-6D NAILS PER GUSSET EACH SIDE CONNECTION: A-1/2 1 1/2" X 26GA. STRAP o w J z z z z Elfa i L� LZ ---- OR W/3-10D NAILS EACH END > a z 2-16GA. STAPLES PER GUSSET EACH SIDE --- OR ---- CONNECTION: B-1 2 W/3-16GA. STAPLES EACH END CONNECTION: C --' � �;i 7-6D NAILS PER GUSSET EACH SIDE o 0 0 0 0 0 ��--- V N 12 W CV C CV CV CV OR _- Q � N N N N 9-16GA. STAPLES PER GUSSET EACH SIDE CONNECTION: D-2 o N o) USE 2-16D NAIL THROUGH CHORD BLOCK �� Elf cn CONNECTION: Ew� U N — CONNECTION: F UPLIFT CONNECTION CONNECTION: --- UPLIFT CONNECTION' UPLIFT CONNECTIONS _ _ w o � ------ o� 1 1/2" X 26GA. STRAP USE 8-16D NAILS THROUGH DECKING EACH SIDE W/2-10D NAILS EACH END v OR _ OR z W/3-16GA. STAPLES EACH �¢ "� 1 1/2" X 2OGA. STRAP `fig k�St� ; W/4-10D NAILS EACH END 5 i � w Z cn o ---- 7/12 - 23'-9" WIDE - 25#GSL - 16" O.C. .11 � Art �� . o UPLIFT CONNECTION BOTH SIDE 1[ msc) z N ON-STORAGE RAFTER oQo��-� J 1 1/2" X 26GA. STRAP �3,7�37 1 Zwa��wocnor`LLo W/2-1OD NAIL EACH END ? % {OR GOOD TO 135 MPH WIND SPEED 18/ -- W/2-16GA. STAPLES EACH END 7/12 RAFTER CONNECTIONS 08/18/21 THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. jea O#7994 TR6 WARRUMtrEAVIOLATIONoFARnc E1ASoFTFENYB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: F ®LIGATION LAW FOR ANY PERSON TO ALTO ANY I.MIS FACTORY-MANUFACTURED HOME(FNH)PLAN HAS BEEN DERIVED FROM A OOMIMIEW THAT BEANS 7FE SEAL OF A PFCFESSIONAL SYSTEM SET OF FUN PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL ENMA33tUNLESS TFE PEFtSON 0 ACFNO UDIEF!THE NO.MOD6-2020-022.E)SRARON DATE 7/20/2022.WHCH HAS NOT BEEN .J DPEGTFON OF A LICENSED PROFESSIONAL EN6TERM MOOSIFD N ANY WAY. O O 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REOUIREMENIS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. �W^M� oa ZVW�O Nwau"3 �W U= J<) 7� O.7 W� O �I O U 0- En 0- 0- Ln 3) 1 1/2"X18" m 0f � N � � V) L.V.L. RIDGE BEAM 12 J J J J Z J 4 Q Q 7 O W J Z Z 2: Z 'D' Q:� L'i w w w w 0 0 0 0 0 0 \ \ \ \ \ p 2 Cif J C) 2) 1 1/2"X11 1/4" 2) 1 1/2"X11 1/4" a:> `n L.V.L. THRUST BEAM L.V.L. THRUST BEAM N o N r I 10" 24'-0" 10" m w o U 0-) �i cif �}.3' NZ z CV or7 W cn ! / Z 7/12 — 24'-0" WIDE — 25#GSL — 16O. . �` 04 pC �:a'� 0 y f j oU O r VAULTED RAFTER w a.?€�7�� cnwo cn�L�crnZ� wQo��Q>>oo 08/18/21 24'-0" 7/12 VAULTED RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED 3=1°w POD, 3NAL 0/ORDER I PAGE NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. °°~ 0#7994 TR7 �,� WARM rTIS AVIOLATION oFARncLE%s oFTHE Nm TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: ®UCATON LAW FOB ANY PMON TO ALTO ANY 1.IRS FACTDRY-MANUFACTURED HONE(M)PLAN HAS BEEN DEMVED FROM A DOWAENT THAT WARS TFE 6EAL OF A PROFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY DOS,MANUFACTURER'S APPROVAL ElKtlffER UH_EBB THE Pa=N 6 ACTING UNIDO Tiff NO.MOD6-2020-022.E)SRARON DAIS 7/20/2022.WHCH HAS NOT BEEN DFECDON OF A LICENSM PPOFESSMAL HIOPEM MODIFIED IN ANY WAY. 2 THE ENERGY PLANS ARE IN COMPLIANCE MTN THE REQUIREMENTS OF IHE ENERGY A o CONSERVATION CONSTRUCTION CODE OF NEW YGRR STATE ¢(`00 N N U A,'Qd ; U CONNECTION: A-1 aaM"tQ USE 10D NAILS @ 2" O.C. x cn o a CONNECTION: A-2 THROUGH PLATES q v-0 z o cn o¢ .fl fi. Nwax.w� rn 3 - 1-A35 EACH SIDE OF RAFTER 'Up 1 1/2" X 26GA. STRAP @ 16" O.C. u W/7-10D NAILS EACH END S OR �WE W/8-16 ga STAPLES N U r d � Cn d. � Tn I, 12 J J J Z J Q Q Q Q 7 o W J Z Z Z Z (l') L.J Li i �i �i i [if W LA.J W L,.J W CC' elfof or_, TY UPLIFT CONNECTIONS USE 16D NAIL AT 19" O.C. 0 0 0 0 0 0 THROUGH PLATE TO FLAT BEAM ------ Q 1-A34 EACH RAFTER 1 1/2" X 26GA. STRAP N Tn Ln In 00 o W/2-10D NAILS EACH RAFTER OR W/2-16 ga STAPLES Qf o o� co a,w> cn TRUSS BEAM CONNECTIONS USE 5) 1/2" LAG SCREWS EACH END m cn w o v � �r�Lo NZ �CN W Cn ' t o cn Q w 7/12 - 24'-0" WIDE - 25#GSL - 16" O.C. o mw Q VAULTED RAFTER w u_ ME OF) W 077 w cn w o cn w c�=r` ZwQ��wocno�40 GOOD TO 135 MPH WIND SPEED 7/12 VAULTED RAFTER CONNECTIONS THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERIAL O/ORDER I PACE 1, NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#7994 TR8 wAR&orrsavauTronoF:ARmEgso THEms TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT., EDUCATION LAW FOR ANY PERSON70 ALIER ANY 1,THIS FACTORY-MANUFACTURED HOME(FNH)PLAN HAS BEEN DERIVED FROM A DOCUIV II TNAT SEARS TLE SEAL OF A PROFESSIONAL SYSTEM SET OF rMH PLANS APPROVED BY D.O.S..MANUrACP)RER'S APPROVAL ENGINE UNLESS THE PERSON 19 ACTING UNDER 7HE ND.MD06-2020-022.E)MAPON DATE 7/20/2022,WHCH HAS NOT BEEN 0 DIRECTION OF A LICE349ED PROFESSIONAL B102E$1 MOD'3TED W ANY NAY. CD 2.TIC ENERGY PLANS ARE IN COMPLIANCE NP11HE REOUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ¢oo N N U O cn His Q0InIn O ., 10787 �. �+o 3) 1 1/2"X24" (1) CS18 W/10D NAILS �; �U W/ 7 NAILS EACH END L.V.L. RIDGE BEAM RESISTING 3570 LBS. ga 08/18/21 W o r k.—AI a In r Cn cl- a- (n 12 �7 1 o w J z z z z L w L� 0f w w w w w Cif Qf Qf Cif Cif 2) SIMPSON A23:,,,, 2) SIMPSON A23 EACH SIDE EACH SIDE 0 0 0 0 0 0 L�j \ N 00 N N r+7 Ln Lo CYJ I x E)' o CD=D (n Cr w rn NLn O CL z�a� 5) 1 1/2" x 7 1/4" N L.V.L. WIND COLUMN N O] En W p w> Elf N z Z CN C,l`7 W 2) SIMPSON A23 U' EACH SIDE oz k- U p � z Elf w Q BUILDER TO SUPPLY STRAP cn z w 13-s TO FOUNDATION TO WITH STAND 3570 LBS J z o� z o ?o 0 w ¢ J w 0�w �p I— LL zit�07 W CIn WO (ni L.L�o ZF— wQ wCo>Q =D 24'-0" 7/12 VAULTED RAFTER SERUM P/ORDER E PACE TMS BAllNG MI5 N:FFN AM °� O#7994 WARM it s A VIOLATION OF ABna.E us op THE NyeTO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: CONNECTION: A—2 CONNECTION: A—1 MAC LAY/FOO ANY F N TO AL70 ANY i.THIS FACTORY-MANUFACTURED HOME(NH)PLAN HAS BEEN DERIVED FRW A DOaA1 U THAT BEN6 TM REAL OF A PROFT3SIONN. SYSTEM SET OF FHH PLANS APPROVED BY DO.S.,MANUFACTURERS APPROVAL 840 EM LINLESS 71E PIESON 0 ACINO UNDO THE NO.M006-2020-022,E%PIRAUON DATE 7/20/2022.%XCH HAS NOT BEEN � DIRECTION OP A LICBF_®PROFESSI NAL ENCI E M MODIFIED IN ANY WAY. 2 THE ENERGY PLANS ARE IN COMPLIANCEYdiH THE REW0RF1NFNi5 OF THE ENERGY A 000 0 C)`••••� __ CONSERVATION CONSTRUCTION CODE OF NEW YM STATE. U N 1 1/2" X 26GA. STRAP @ 16" O.C. USE 1-16D NAIL INTO END C) -r 'W/2-10D NAILOSREACH END GRAIN EAANDND CONNECTION: C CONNECTION: B-1 aaM Q W 1-6D NAILS THROUGH SHEATHING THROUGH PLATES OR ••.•-_ ,;' 2-16GA. STAPLES EACH END '� USE 10D NAILS @ 55" O.C. i" • • USE / ----- USE 3-16D NAILS EACH END:-'---•. i� x O AL • TERNATE• USE 2-16GA. STAPLES THROUGH SHEATHING Pz w ZO Q C7 ril —u / ----- C)¢3 USE 2-8D NAIL EACH END OF 1X4 N W w 3 CONNECTION: A-1/2 CONNECTION: B-2 UO CONNECTION: B-1 _2 CONNECTION: C _ �-- USE 1-16D NAILS TOENAILED EACH END -- AND IAI w 12 USE 10D NAILS @ 55" O.C. THROUGH PLATES ° IU": CONNECTION: E �' CONNECTION: E U °.l USE 1-3/8" BOLT PLUS z 2-6D NAILS PER GUSSET EACH SIDE o UPLIFT CONNECTION Cu-�a o oR CONNECTION: D �iIn 2-16GA. STAPLES PER GUSSET EACH SIDE 1 1/2" X 26GA. STRAP UPLIFT CONNECTIONS W/2-10D NAILS EACH END � a- (na- a- (n OR } Q in � � v, 1 1/2" X 26GA. STRAP W/2-16GA. STAPLES EACH END CO l \ 4-6D NAILS PER GUSSET EACH SIDE ��W/2-10D NAILS EACH END CONNECTION: D-2 �- OR — USE 2-16D NAIL THROUGH 6-16GA. STAPLES PER GUSSET EACH SIDE W/2-16GA. STAPLES EACH END CHORD BLOCK L= J J J J Z — ¢ ¢ ¢ ¢ `•. O LU J Z Z Z Z �' 7/12 - 13'-9" WIDE - 25#GSL - 16" O.C. ¢ z w > > > > [if LiJ LiJ LJ LiJ ILI NON-STORAGE RAFTER GOOD TO 155 MPH WIND SPEEDCD CD j ¢ X! N °O N \ \ \ \ \ p N M Lc) L17 00 1' 2x6 SYP#2 w o F- 3'-10 1/8" �> r) V 1/2" co \ N '�i•— 1 SyQ 2x4 Lo 0 M 2x6 [)in m Lo 3 1/16" 2x6 SYP 2 7 1/4" v o� s s�Q IN12 OVERHANG BLOCK N 2 > a o r co n .z .. 5'-0° z N N 11 7/8' t 2x6 SYP 2 - a Z Ln GUSSET II PLATE e _tiar, z Q N li Ov Z O z 10" 13'-9" �C 7/12 - 13 -9 WIDE - 25#GSL - 16 O.C. � _ �� Z¢a��¢83cnPF- wo�r_wocnc�=o NON-STORAGE RAFTER Q8/18/21 73'-9" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERAL{/ORDER' PAOdr O#7994 TR9 NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. wAfrm+orriSAMOLATIONOFAmIaFusoFTEENYs TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDLICATKN LAW FOR ANY PERSON TO C ANY ALTO 1.THIS FACTORY-MANUFACTURED HDIE(FYH)PLAN HAS BEEN DERIVED FROM A CONNECTION: B DO IMEW THAT BEARSIE T SEAL OP A FT, AL SYSTEM SET OF FNH PLANS APPROVED BY D.O.S,MANUFACTURER'S APPROVAL O ERTOINEM LIALESS THE PERSON S ACINO UNDO THE NO.N006-2020-022.EXPIRATION DATE 7/20/202Z WHICH HAS NOT BEEN z DDECMN OF A LICENSED PROFESSIONAL E7MEER MODIFIED IN ANY WAY. q O O �r ----- 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY n "11`6 ?" USE 2-16D NAILS TOENAILED THROUGH RAFTER INTO PLATE coA�RYARaNcasRurnoNcaDEOF EwYaa STATE. 0¢ N N U \\ PLUS u"pQ,�~U USE 2-16D NAILS THROUGH PLATE INTO BOTTOM CHORD ��' CONNECTION : A ` - 1 1/2" X 20GA. STRAP q !ao Z 9�IA ry'`}I�6 2%B - CONNECTION: A z W/2-10D NAILS EACH END Q o Z X 1z _ OR u 2z4 INSTALLED ON-LINE M " 12 W/Z-16GA. STAPLES EACH END N w 3 H2.5A --- ALTERNATE 3 A - -� --- SIMPSON HTS16 STRAP M T 2.B SrP� ----------- (' ! W/24-10D NAILS CONNECTION: B m I ° IT 3'-0' UPLIFT CONNECTIONS UPLIFT CONNECTION �Ur ga # 1 1/2" X 20GA. STRAP 1 1/2" X 20GA. STRAP o ., 5. W/2-10D NAILS EACH END W/2-10D NAIL EACH END a :. OR 0R �I d W/2-16GA. STAPLES EACH END / W/2-16GA. STAPLES EACH END q t ALTERNATE `---- ALTERNATE -- r SIMPSON HTS16 STRAP m ° �) .(.. € SIMPSON HTS16 STRAP CONNECTION: A o o o 0 W/24-10D NAILS W/24-10D NAILS (' 1 1/2" X 20GA. STRAP O7 7' � � r9. W/2-10D NAILS EACH END OR W/3-16GA. STAPLES EACH EN J J J 08/18/21 CONNECTION: B ALTERNATE o w SIMPSON HTS16 STRAP i" W/24-10D NAILS � >L= w w w w w w USE 2-16D NAILS TOENAILED THROUGH RAFTER INTO PLATE PLUS 1 USE 2-16D NAILS THROUGH PLATE INTO BOTTOM CHORD CONNECTION: A LEI C"iC p p p p p ��.2 p• ¢ \ 0 N 00 CN \\ 12 \ \ \ \ \ p 1��$ 3 1/2 N Ln 00 T 11��0 2r.8 SY4$2 �= 2z8 CONNECTION: B �->n 5 o L s116 67 zr2 w sue`-�� 12 UPLIFT CONNECTIONS UPLIFT CONNECTION s 1/2 e 1 1/2" X 20GA. STRAP 1 1/2" X 20GA. STRAP CID, W/2-tOD NAILS EACH END W/2-10D NAIL EACH END (n 2X8 SYP#2 --- --- OR 1 W 2-16GA. STAPLES EACH END > o r- W/2-16GA. STAPLES EACH END / Ste' �Z zCNco li ALTERNATE ALTERNATE � SIMPSON HTS16 STRAP SIMPSON HTS16 STRAP z o 9'-0• W/24-10D NAILS o W/24-10D NAILS O O z w � z cn ¢ w Z I N O 7 12 - 9'-0" WIDE - 25#GSL - 16" O.C. mz o � J "d- w�`' � � oo Wrn r-- NON-STORAGE RAFTER wc�wo v181to��Z(` Zw a�u lu IRo l�-O GOOD T0135 MPH WIND SPEED 9'-0" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERIAL'/ORDER' PACEr NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. °' 0#7994 TR10 WARMrrSAVIOLATIONOFARTxxE166oPTHENYS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCAT10H LAW FOR ANY FERSCN TO ALTER ANY 1.THS FACTORY-MANUFACTURED HOAE(MH)PLAN HAS BEEN DERIVED FROM A DOCLINIEM THAT BEAS TIE SEAL OF A RgFESSONAL SYSTEM SET OF MH PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL HMIT$L LId m THE PERSON S Ac NC LNDER THE NO.M006-2020-022.E%PIRATION DATE 7/20/202Z WHCH HAS NOT BEEN DIRWRON OF A LICBNSM PROFESSIONAL BMEEi MODIFIED W ANY WAY. 2.THE ENERGY PLANS ARE IN COMPLIANCE PATH THE REOUIREVE14TS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YDR(STATE. ¢ 00 N U O'"cn �+ P,'Q 1 U c/) ul 7. t. . O8/18/21 o° 0.3 V W� W° VI) 7 10 3/8" 6 3/4" j cn 0 6 1/a° ,, y 6/8• M °� o o a o 91/4.. N / CHORD BLOCK 7 1/4° 7 1/4° CHORD BLOCK 1'�NS b� 2`) 11 7/8" 10"OVERHANG BLOCK 11 7/8" \/ �+'4 /y GUSSET PLATE 10"OVERHANG BLOCK O W W Z Z Z Z GUSSET PLATE � S�¢`� '1 I16 1� 2x4 B W Li +j `i,� 2• oo� W W W W W cl:� CC Qf W' 0_ 2x4 2x6 J �9• p O O O O O 3 W N N N N N N 2x6 SYP#2 S/B• ��s ~ \ a0 N 00 N Syp In d 6'-7 7/16' B2 N r7 L0 L\ 000 O 9 12 x � a �lY 7 n O� (/) NLc) C) t2 h 6'-3" -6° 9 I m � o W J E� U OF) ar o�rF� 2z8 SYP#2 2z6 SYPN2 � � I-Z zN o I"7 LAJ N N n 2xlO 2x12 (n z 0 U o 10" 13'-9" 11'-3" 10" z W Q z 25'-0' z ¢ N O J �U z 7/12 & 9/12 - 25-0" WIDE - 25#GSL - 16" O.C. z� Q � J o0 wcnwo LnrLi-o. STORAGE RAFTER wQ o��Q Z Lil¢�,-�L�J g cn o r-J o 25'-0" 7/12-9/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERA.I/ORDER' PACE F: NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. " "" 0#7994 TR11 WAW@IOTTSAVIOIATIIONoFARTICLEvzoFTHENYs TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY FISSION TO ALTO ANY 1.THIS FACTORY-MANUFACTURED HME(MH)PLAN HAS BEEN DERIVED FROM A DOG1.AWT TUT BEAFS THE BEAL OF AP LAN. SYSTEM SET OF MN PLANS APPROVED BY 11M MANUFACTURER'S APPROVAL ENONEER MESS THE PERSON S ACTNO UNOER THE NO.M006-2020-022.E)FIRATION DATE 7/20/2022.WHCH HAS NOT BEEN O Dle=N OF A LK331SED PROFESSIONAL ENON91 MODIFIED IN ANY WAY. ^ 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REQUIREMENTS OF TK ENERGY O f�l�O CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ¢ N cV U C) cn + CONNECTION: A-2 CONNECTION: A-1 Qcn aM� ~ aa __ 1 1/2" X 26GA. STRAP @ 16" O.C. USE 2-16D NAIL INTO END CONNECTION: B-1 o 0 0 ' =r W 2-10D NAILS EACH END GRAIN EACH END W�O / OR AND - USE 2-6D NAILS THROUGH SHEATHING Q En Z X U W 2-16GA. STAPLES EACH END USE 10D NAILS @ 28" O.C. OR / -- ��USE 3-16GA. STAPLES THROUGH SHEATHING � x V. _--- - THROUGH PLATES I' N a ALTERNATE IN USE 2-8D NAIL EACH END OF 1X4 o CONNECTION: B-2 I _rUSE 1-16D NAILS TOENAILED EACH END U� AND o; USE 10D NAILS @ 28" O.C. THROUGH PLATES V w 0 CONNECTION: C Lo L ' USE 4-16D NAILS EACH END En I=) C:) C�l C CONNECTION: E or-, ts� USE 2-16D NAILS z THROUGH CHORD BLOCK O W J Z Z z z -- USE 1-1/2" BOLT PLUS 08/18/21 CONNECTION: A-1/2 LLJ > L` w w w w CONNECTION: DCif Of Of 01 1 1/2" X 26GA. STRAP NAILS PER GUSSET AND BLOCK EACH SIDE CONNECTION: B-1/2 W/3-10D NAILS EACH END OR CONNECTION: C OR 8-16GA. STAPLES PER GUSSET AND BLOCK EACH SIDE W/4-16GA. STAPLES EACH END W CD 0 0 0 0 0 \ \ \ N 00 N \ \ \ \ \ p\ N Il) Lo Lf) 00 x � 12 CONNECTION: D-2 o 7 USE 2-16D NAIL THROUGH m w> cn CHORD BLOCK `- r)oL w(D 2 z d \ LJ CONNECTION: E CONNECTION: F o ` U o • I C z =CN o r7 _ W N CONNECTION: F --- LEFT SIDE UPLIFT CONNECTIONS 1 1/2" X 26GA. STRAP MATIETN LONNECTION 0 W/2-10D NAILS EACH END c> o \ 1 1/2" X 20GA. STRAP -- - OR Z W/3-10D NAILS EACH END — W/2-16GA. STAPLES EACH END RIGHT. SIDE UPLIFT CONNECTIONS z Q N 1 1/2" X 26GA. STRAP w z o END W/2-10D NAILS EACH �o o 7/12 - 25-0II WIDE - 25#GSL - 16f I O.C. =I OR mw W/2-16GA. STAPLES EACH END o� ozd UPLIFT CONNECTION STORAGE RAFTER w<wo < LL-=DcCZ� MATE LINE PER SIDE aQocor >o ZW oCn 1 1/2" X 26GA. STRAP W/2-10D NAIL EACH END GOOD TO 135 MPH WIND SPEED 1` OR 7/12-9/12 RAFTER CONNECTIONS W/2-16GA. STAPLES EACH END THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED �u0/ORDER' P" ' NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. ��W��M 0#7994 TR12 WAR&'OlrrsAhaAmNoF'AwDtteusoFnENYB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW POR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(W)PLAN HAS BEEN DERIVED FROM A DOQUNENR THAT BEARS THE BEAL OF A PROFESSIONAL SYSTEM SET OF FNH PLANS APPROVED BY D.D.S.,MANUFACTURERS APPROVAL ENOINEElt UNLEBB THE PERSON S ACING lN` THE NO.M006-2020-022.E%PIRATION DATE 7/2D/2022,WHICH HAS NOT BEEN DIRECTION OFA LICBJ9ED RiOFES90NAL ENOP�i D IN ANY WAY.THE E 2 liff ENERGY PLANS ARE W COMPLIANCE WITH THE REQUIREMENTS 6 THE ENERGY A�� O 712 CONSERVATION CONISIRUCDON CODE OF NEW YORK STATE. O N N q 2X6 RIDGE BOARD a I~V RIDGE VENT&SHINGLE a .�.cr-0 CAPS FIELD INSTALLED T+ �O a o FLIP RAFTER/TRUSS EXTENSIONS ARCH ASPHALT SHINGLES OVER 15# FELT PAPER (MIN) N W L>~ ON 7/16°W.S.P.OR BETTER 12 j REFERENCE PAGE TR1 &TR2 OF REFER TO RAFTER CALCULATIONS 7 SET FOR SPACING AND 5 Ri N SPECIFICATIONS U FIXED OR FLIP EAVE OVERHANG (L�E�� _ °o�i ALL WIDTHS -ALL PITCHES 0 ICE SHIELD CONSISTING OF AT LEAST TWO W i LAYERS OF UNDERLAYMENT CEMENTED TOGETHER o OR A WATERPROOF MEMBRANE SHALL EXTEND FROM u ALUM. DRIP EDGE THE EAVES EDGE TO A POINT 24"INSIDE THE REFER TO RAFTER CALCULATIONS EXTERIOR WALL LINE. 1)2x6 SUB.W/ALUM.FASCIN----' OR 1x6 CEDAR FASCIA DBL 2X6 TOP PLATE,STUD GRADE COMPRESSION R-38 INSULATION W/VAPOR BARRIER 5/8"TYPE"X°SHEETROCK R-21 HIGH DENSITY INSULATION W/VAPGR BARRIER w Q STRIP (CONT.) 2X10 MIN SPF#2 7/16 °OSB SHEATHING CO w VENTED SOFFIT CEILING GIRDER 2X6 SPF STUD GRADE @ 16"O.C. 1/8"THERM-O-PLY OR BETTER--'- EXTERIOR FINISH OVER AIR INFILTRATION 4 MARRIAGE WALL SHEATHING OPTIONAL 1/2"DRYWALL BARRIER OVER 7/16"AGENCY RATED SHTG CERTAINTEED MAINSTREET DOUBLE 4 i PAPER ON EXTERIOR OF THE HOUSE "WATER RESISTIVE BARRIER" CLAPBOARD VINYL SIDING r PER THE 2020 RCNYS z 2X4 SPF#2 @ 16"OC CD Z 1/2"DRYWALL W/DBL TOP PLATE d w w 3/4"T&G O.S.B. (GLUED& NAILED) .i ILJ DBL. 2x10 SPF#2 FLOOR PERIMETER 2X10 SPF #2 @ 16" O.C. FLOOR JOIST 2X10 SPF #2 @ 16" O.C. FLOOR J01ST DBL 2x10 SPF #2 CEILING PERIMETER 2X6 SPF #2 @ 16" O.C. CEILING JOIST 2X6 SPF #2 @ 16° O.C. CEILING JOIST PERIMETER INSULATION 2x2 LEDGER DBL 2X6 TOP PLATE, STUD GRADE Q N CN CD 'OR JOIST HANGERS 5/8"TYPE°X"SHEETROCK R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER j 7/16°OSB SHEATHING 1/8"THERM-O-PLY OR BETTER--' 2X6 SPF STUD GRADE @ 16"O.C. r MARRIAGE WALL SHEATHING OPTIONAL 1/2°DRYWALL EXTERIOR FINISH OVER AIR INFILTRATION = BARRIER OVER 7/16°AGENCY RATED SHTG p CERTAINTEED MAINSTREET DOUBLE 4 b o� F PAPER ON EXTERIOR OF THE HOUSE°WATER RESISTIVE BARRIER" CLAPBOARD VINYL SIDING PER THE 2020 RCNYS 2X4 SPF 12 @ 16"OC 1/2"DRYWALL o�w W/DBL TOP PLATE D-—z F GRADE TO SILL PER DBL CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS FI ��r LOCAL REQUIREMENTS 3/4"T&G O.S.B. DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE WITH 16d NAILS @ 6"O.C.ON-SITE BY BUILDER. n (GLUED& NAILED) EXTERIOR SHEATHING FASTENED OVER SILL PLATE& m 0 TOP OF SILL PLATE 4 J uul MODULE SEAM WITH (1) ROW OF 10d NAILS @ 8"OC a 2X10 SPF #2 @ 16° O.C. FLOOR JOIST 2X10 SPF #2 @ 16" O.C. FLOOR JOIST ON EACH SIDE OF SEAM BY BUILDER. w o co PLATE SEAL AS REQ'D BY LOCAL OR STATE CODES. U c _ R-19 INSULATION W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL—, GRADE Cr �Z�CV orp (FIELD SUPPLIED AND INSTALLED) 2x2 LEDGER u/ OR JOIST HANGERS Ij (4)2X10 SPF#2 FLOOR GIRDER BOLTED WITH ANCHOR BOLT OR MIN APPROVED FASTENER /Z 1/2°THROUGH BOLTS @ 4- OC ON-SITE BY OTHERS � ^ 009 3/8"X6"x9"MIN y C, STEEL PLATE ¢Apr z 0f L J A c ¢ N STEEL SUPPORT COLUMN (SIZED BY OTHERS) h ' p J SEE FOUNDATION PLAN FOR SPACING U Z O FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC o O DESIGNED BY BUILDER PER LOCAL CODES m�Z � Q Y AND LOCAL SOIL CONDITIONS 3 1/2"MIN.CONCRETE FLOOR wLJ � JO .: wZa �rn w(nN0 M (n�w��ZT� ¢ t °Qocn>¢��orn J -----------v-,_- tw .> wo��LLJoVDRI� o --- -------- Z Q U U O t REBAR MAY BE REQUIRED LOLLY COLUMN/FOOTING CROSS SECTION /DETAIL #1 (PENDING SOIL CONDITIONS) 08/18/21 2"MAX. DIA. GRAVEL MIN. 4"THICK VAPOR BARRIER 6 MIL COMPACTED AND LEVELED OFF POLYVAPOR BARRIER, swu 7/ORDER F PACE t (OR PREVIOUSLY UNDISTURBED) OVERLAYED 12"AT SEAMS ha mm w em+ � �° 0#7994 SE1 ya =nRMlwaw. . WARM rrISAVIOLAnQNOFAmIcEeusOrn+ENYB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT. EDUCATION LAW FOR ANY PERSON TO ALIM ANY I.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS SEEN DERIVED FROM A OOCLMW THAT REARS TIE SEAL OF PRAM SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANISACTUREWS APPROVAL E37QINI3L LNI7fE PERSON 19 ACTNQ UNCEL HE T NO.MD06-2020-022.ELPIRATION DATE 7/20/202Z WHICN NAS NOT BEEN DOECMON OF A LC@!SM PROFESSIONAL ENGFEER NODFIED NAVY WAY. /� 2.THE ENERGY FLANS ARE IN COMPLIANCE NTH THE REQUIREMENTS OF THE ENERGY FBI O CONSERVATION CON5,7NCDON CODE OF NEW YORK STATE ¢00 N N() EN en aacn xn"' x� i` l �o ¢�wku ....... ...... �I-axw3 Nwn, 3 � 3 2X6 RIDGE BOARDI w s RIDGE VENT&SHINGLE U CAPS FIELD INSTALLED 'V FLIP RAFTER/TRUSS EXTENSIONS _ r*'�1 o j ARCH ASPHALT SHINGLES W o OVER 15# FELT PAPER (MIN) .�I v) ON 7/16'W.S.P. OR BETTER 12 REFERENCE PAGE TR1 &TR2 OF REFER TO RAFTER CALCULATIONS 7 SET FOR SPACING AND SPECIFICATIONS pC�`' m fR OP�p 0�P� R� FIXED OR FLIP EAVE OVERHANG ALL WIDTHS -ALL PITCHES ICE SHIELD CONSISTING OF AT LEAST TWO z Q LAYERS OF UNDERLAYMENT CEMENTED TOGETHER z OR A WATERPROOF MEMBRANE SHALL EXTEND FROM O C) Q ALUM. DRIP EDGE THE EAVES EDGE TO A POINT 24" INSIDE THE j REFER TO RAFTER CALCULATIONS EXTERIOR WALL LINE. � w 1) 2x6 SUB. W/ALUM. FASCIA �— OR 1x6 CEDAR FASCIA DEL 2X6 TOP PLATE, STUD GRADE COMPRESSION R-38 INSULATION W/VAPOR BARRIER 2X10 MIN SPF #2 5/8-TYPE "X"SHEETROCK R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER VENTED SOFFIT STRIP (CONT.) 7/16 "OSB SHEATHING CEILING GIRDER 2X6 SPF STUD GRADE @ 16"O.C. 1/8"THERM-0-PLY OR BETTER EXTERIOR FINISH OVER AIR INFILTRATION MARRIAGE WALL SHEATHING OPTIONAL 1/2"DRYWALL f BARRIER OVER 7/16"AGENCY RATED SHTG w CERTAINITEED MAINSTREET DOUBLE 4 e PAPER ON EXTERIOR OF THE HOUSE "WATER RESISTIVE BARRIER" Q N CLAPBOARD VINYL SIDING PER THE 2020 RCNYS Lf) � 2X4 SPF#2 @ 16" OC 1/2" DRYWALL GRADE TO SILL PER W/ DBL TOP PLATE i 1 CI_I-- Of DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS >_ LOCAL REQUIREMENTS 2 3/4"T&G O.S.B. DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE O 5 (GLUED & NAILED) WITH 16d NAILS @ 6"O.C. ON-SITE BY BUILDER. a� N o EXTERIOR SHEATHING FASTENED OVER SILL PLATE& "' TOP OF SILL PLATE z ni MODULE SEAM WITH (1) ROW OF 10d NAILS 0 8"OC p�j�LCO O 2X10 SPF 02 @ 16" O.C. FLOOR JOIST X10 SPF #2 @ 16" O.C. FLOOR JOIST ON EACH SIDE OF SEAM BY BUILDER. a z�}F- PLATE SEAL AS REO'D BY LOCAL OR STATE CODES. - R-19 INSULATION W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL/ GRADE LZ N (FIELD SUPPLIED AND INSTALLED) 2x2 LEDGER I' OR JOIST HANGERS - m T (4) 2X10 $PF#2 FLOOR GIRDER BOLTED WITH ANCHOR BOLT OR MIN APPROVED FASTENER I' cr) o CC)W o 1/2"THROUGH BOLTS @ 4' OC ON-SITE BY OTHERS > ¢r o� 3/8"X6"x9" MIN U r STEEL PLATELLj N Z ACV o r7 New STEEL SUPPORT COLUMN (SIZED BY OTHERS) z SEE FOUNDATION PLAN FOR SPACING FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC ,dye+ ► U DESIGNED BY BUILDER PER LOCAL CODES '• = z AND LOCAL SOIL CONDITIONS 3 1/2" MIN. CONCRETE FLOOR L't cn Z A J � Q m� O Q REBAR MAY BE REQUIRED 0787 ;:w Q �+ LOLLY COLUMN/FOOTING w ::5 O o � (PENDING SOIL CONDITIONS) � *a�, w w O > z a VAPOR BARRIER 6 MIL CC m z(-- 2" MAX. DIA. GRAVEL MIN.4"THICKJ POLYVAPOR BARRIER, � � o w o W o-D c� O COMPACTED AND LEVELED OFF OVERLAYED 12"AT SEAMS (OR PREVIOUSLY UNDISTURBED) 08/18/21 CROSS SECTION /DETAIL #2 SERIAL//ORDER y PAGE r: j. SE2 S3R16 LA VER YOHL A�PYdVk WAFWOrr19ANIXATIONOFAFBCLEmsorTHENYB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DCCU@TF THAT BEARS THE SEAL OF A PROFESSONAL SYSTEM SET OF MH PLANS APPROVED BY O.O.S.MANUFACTURER'S APPROVAL 1311NE i,U0.F9 TFEi PERSON 19 ACFNO UMER THE NO.MDD6-2020-022.EXPIRATION DATE 7/20/202Z WHICH HAS NOT BEEN C) DYSCFION OF A UC5115D PROFESSONAL ENOAE131 MODIFIED IN ANY WAY. ry 2.THE ENERGY FLANS ARE IN COM.PUANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVARON CONSTRUCTION 000E OF NEW YOW STATE. (\ NU 71 , 12 t` o C) Q !a N�-� 3) t 1/2"x18" M.L. RIDGE BEAM E%j W VO OQ~ RIDGE VENT & SHINGLE-" HINGLE N W a w CAPS FIELD INSTALLED v] ARCH ASPHALT SHINGLES 2Xi0 OVER 15# FELT PAPER (MIN) ON 7/16" W.S.P. OR BETTER 2X2 4I U,REFERENCE PAGE TR3 OF SET FOR . [� )�- �Z a SPACING AND SPECIFICATIONS �' oo a ��_ l`o �0 12 � m r -7 � FIXED OR FLIP EAVE OVERHANG ALL WIDTHS - ALL PITCHES 5/8"TYPE "X" SHEETROCK ICE SHIELD CONSISTING OF AT LEAST TWO R-38 INSULATION W/VAPOR BARRIER z LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A WATERPROOF MEMBRANE SHALL EXTEND FROM 75 ALUM. DRIP EDGE THE EAVE'S EDGE TO A POINT 24" INSIDE THE > cl� EXTERIOR 'NALL LINE. LLi w 1) 2x6 SUB. W/ALUM. FASCIA OR 1x6 CEDAR FASCIA 2) 1 1/2"x11 1/4" M.L. THRUST BEAM DBL 2X6 TOP PLATE, STUD GRADE COMPRESSION STRIP (CONY.) R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER VENTED SOFFIT 7/16" OSB SHEATHING 2X6 SPF STUD GRADE @ 16" O.C. EXTERIOR FINISH OVER AIR INFILTRATION CV CV BARRIER OVER 7/16"AGENCY RATED SHTG � --4- o CERTAINTEED MAINSTREET DOUBLE PAPER ON EXTERIOR OF THE HOUSE "WATER RESISTIVE BARRIER" o 4 CLAPBOARD VINYL SIDING �—PER THE 2020 RCNYS 'n rl- 1/2" DRYWALL >_ GRADE TO SILL PER DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLSw O LOCAL REQUIREMENTS I— DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE �� 3/4"T & G O.S.B. � > (GLUED & NAILED) WITH 16d NAILS ® 6" O.C. ON-SfTE BY BUILDER. u)N O o EXTERIOR SHEATHING FASTENED OVER SILL PLATE & < MODULE SEAM WITH (1) ROW OF 10d NAILS @ 8" OC 2X10 SPF #2 @ 16" O.C. FLOOR JOIST 2X1O SPF #2 @ 16" O.C. FLOOR JOIST ON EACH SIDE OF SEAM BY BUILDER. PLATE SEAL AS REQ'D BY LOCAL OR STATE CODES. m g R-19 INSULATION W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL �� GRADE m III_ITT (FIELD SUPPLIED AND INSTALLED) 2x2 LEDGER I II cn ll1 rL�111 III OR JOIST HANGERS U (4) 2x10 SPF#2 FLOOR GIRDER BOLTED WITH ANCHOR BOLT OR MIN APPROVED FASTENER-" • 1/2"THROUGH BOLTS @ 4' OC ON-SITE BY OTHERS Cr NZ zN or7 3/8"X6"0" MIN W STEEL PLATE vv O STEEL SUPPORT COLUMN (SIZED BY OTHERS) r '�r< r Z SEE FOUNDATION PLAN FOR SPACING w FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC 1 ' ~ Z c DESIGNED BY BUILDER PER LOCAL CODES T z, + Z Q N AND LOCAL SOIL CONDITIONS / ,. la ' �O z 3 1 Z" MIN. CONCRETE FLOOR P E:, ZO O w(n uO Cn-L_ o�Z f ZW od-�W oCn oF�LLO REBAR MAY BE REQUIRED �f} z, j{ _ (PENDING SOIL CONDITIONS) LOLLY COLUMN/FOOTING VAPOR BARRIER 6 MIL 2" MAX. DIA. GRAVEL MIN. 4"THICK POLYVAPOR BARRIER, Qgj��$/J� CROSS SECTION /DETAIL #3 COMPACTED AND LEVELED OFF OVERLAYED 12"AT SEAMS (OR PREVIOUSLY UNDISTURBED) SERUX//ORDER I PACE r. 1H6—1 XIS RRN 0#7994 S 3 SriTFYS W DR YWEL APR°RN WAR810R6AVIOLATTONOFAHOCLE%SOFTIENYS TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT., EDUCATION LAW FOR ANY PIERSON TO ALTER ANY I.THS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCUIMW THAT BEARS TTE SEAL OF:A AgFESS04AL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL 040N=UNIMS TFE PE3SM IS ACTNO M`M TIRE NO.MOOR-2020-022.CnRATION DATE 7/20/2022.WHICH HAS NOT BEEN 0 OFE=N OF A LICENSM PROFESSIONAL ENGINE 1 MODIFIED IN ANY WAY. ^ 2.THE ENERGY PLANS ARE IN COMPLIANCE WTH THE REQUIREMENTS OF THE ENERGY I-1 c O CONSERVATION CONSTRUCTION CODE OF NEW YORI(STATE. Q00�N N U O c+L ,.y�CrY•,d'Q �b C> V T r- vW�O zx" N w am•I w PROTECTION OF OPENINGS IN WIND BORNE DEBRIS REGIONS PER SECTION R301.2.1.2,NOT PROVIDED BY ICON W I U��` 0 EGRESS WINDOWS u Wboa DOOR AND WINDOW SCHEDULE �° WINDOWS CLEAR OPENING CLEAR OPENING �I i`I U DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC OTY TOTAL AREA 7D 7700 SERIES AWNING 3015AW 36 1/2" X 17 1/2" 4.44 2.2 32.000 6.750 1.50 0.28 0.22 1 4.44 7D 7700 SERIES AWNING 3020AW 36 1/2" X 24 1/2" 6.21 3.6 0.000 0.000 1.50 0.27 0.33 1 6.21 m 7D 7700 SERIES CASEMENT 2835CA 32" X 41 1/2" 9.22 6.0 0.000 0.000 5.80 0.27 0.33 3 27.66 7D 7700 SERIES DOUBLE HUNG 2421ODH 30 1/8" X 37 1/2" 7.85 5.1 25.562 14.562 2.60 0.29 0.39 1 7.85 *7D 7700 SERIES DOUBLE HUNG 3046DH 38 1/8" X 57 1/2" 15.22 11.2 33.562 24.562 5.70 0.29 0.39 12 182.64 *7D 7700 SERIES DOUBLE HUNG 3056DH 38 1/8" X 69 1/2" 18.40 13.9 33.562 30.562 7.10 0.29 0.39 8 147.20 7D 7700 SERIES PICTURE TRAPEZOID #1 73 9/16" X 42 15/16" 10.97 18.1 0.000 0.000 0.00 0.27 0.41 2 21.94 J 7D 7700 SERIES PICTURE TRAPEZOID #2 37 11/16" X 68 3/8" 15.03 18.1 0.000 0.000 0.00 0.27 0.41 2 30.06 o z TOTAL AREA: 428.00 v) w . � w EXTERIOR DOORS CLEAR OPENING CLEAR OPENING DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC OTY TOTAL AREA 7D 7700 SERIES SLIDER PATIO DOOR PD776068 71 3/4" X 80 1/4" 39.99 31.3 0.000 0.000 15.80 0.29 0.37 2 79.98 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 (SINGLE DOOR) 3068 (>50% GLASS) 38 3/8" X 82 1/2" 21.99 9.8 33.313 79.250 18.34 0.29 0.27 1 21.99 THERMA-TRU 3068 (< 50% GLASS) 38 1/2" X 82 1/8" 21.96 0.0 0.000 0.000 20.00 0.17 0.01 2 43.92 w 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 a N oN TOTAL AREA: 188.80 Lin r- o o� c- �w> cn o�w� N CD W CD U � �r �Lo Er �Z zCV or') w (n cn • � w z v� U J z Etd, o U z o o Qf Liz' 0') Cn CD t ( ;ya1 Zlwad �wocnot--�o nQ Apr tin: - f 4/1 8/21 1 DOOR &WINDOW SCHEDULE SERIAL I/ORDER I 0#7994 PAIL p. M6 lNDNC NAS F:EFN D® S �� MtFAS d POI Y�FI ti4R°VN L WPM4MrrSAWOLATK)NOFAMCLEMSOFTFENYB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EBOVOATI N LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FAH)PUN HAS BEEN DERIVED FROM A a0CW03Lf THAT BEARS THE BEAL OF A FAOFEMONAL SYSTEM SET OF FRH PLANS APPROVED BY DO.S.MANUFACTURER'S APPROVAL WATER HAMMER ARRESTER TO BE INSTALLED ALL WATER LINES FROM STUBS TO FIXTURES AND MAIN WATER LINES DASHED ARE TO oENGINEER UNLESS THEP�° TINO� Noon",°-202o-w27 EMIDON DATE 7/20/2022,WHICH HAS NOT BEEN 2.THE ENERGY PIMA ARE PR COMPLIANCE WIN THE REOUMMENTS OF THE ENERGY ON DISHWASHER, ICE MAKER, AND WASHER BE SUPPLIED AND COMPLETED ON-SITE BY OTHERS AND SUBJECT TO LOCAL INSPECTION CONSERVATION CONSTRUCTION CODE OF NEW YORKSIAM A o O IN CONFORMANCE WITH ASSE 1010. 00 00 N U WATER LINES IN 1ST & 2ND STORY WALLS(STUBBED THROUGH WALL) AND WATER LINES C)Q'n U IN 2ND STORY FLOOR (HORIZONTALS IN FLOOR) TO BE COMPLETED IN FACTORY. 1:44 Q WATER HEATER = ON—SITE BY OTHERS a W^M > a �Ll' F_��F"�� TUB LAV o O [7a U 1/2' 1/2' 1/Z' 1/2• W w — — — — — — —.—.—.— — — —I — — — — —. —I — — — — — — — — --- — — — — — --- — — — — — — — — — — — — --- — — — — i — — — — --- —'— — — — — —'— — — — —'—'--- — — --- —' ON-TTE 3/a'—'--- — — --- — — --- — — — —'— —'— — — — — —'— WATER CONN. W 0 I IUD I I �)V I �O.7 I 1 KIT KIT 3/4-- SINK �3/A' FTC O ICE ��S777INK I LAV SHOWER WASHER UTIJTY LAV SHOWER w 0 y DW, I 7 7 �` 7 7 7 `mil a , I I I �i/ I I i I ICI 1/2• 1/2� 1/2• 1/2S_S 1/2' I 1 1/z• 1 1/2• 1/2 — 1/2• 1/2• 1/Y 1 Z. 1 2• ,� 1/2• - — '—'--— —-— —'— — — I —'I— — --- --- — — P— /2•—r —'—/2- +/2 '/_ 2• -r — / • —NOOK ,?"CAs,• ."KS - - — - - - off; .011 ON-SITE WATER LINES .•i+: cl-- n- co O- O- cr) WATER SUPPLY LAYOUT ' TO ON-SITE WATER HEATER ` :.G � � INDICATES COLD WATER SUPPLY wAy c :y>,•, ---------INDICATES HOT WATER SUPPLY J J J J l4fFElfLJ 01 LLi LIJ LEI Lu LLJ Elf Of [if 0-1 08/18/21 TABLE P2903.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK ROOF EXTENSION VENTS INSTALLED ON-SITE ROOF EXTENSION VENTS INSTALLED ON-SITE ROOF EXTENSION VENTS INSTALLED ON-SITE BY OTHERS SEE PAGE PL2 NOTE#21 BY OTHERS SEE PAGE PL2 NOTE°21 BY OTHERS SEE PAGE PL2 NOTE 121 � O � O O O PLUMBING FIXTURE MAXIMUM FLOW RA FOR ADDITIONAL INSTRUCTIONS FOR ADDITIONAL INSTRUCTIONS FOR ADDITIONAL INSTRUCTIONS ICI � N OR FIXTURE FITTING OR QUANTITY SUBJECT TO LOCAL INSPECTION SUBJECT TO LOCAL INSPECTION SUBJECT TO LOCAL INSPECTION ¢ N 00 N LAVATORY FAUCET 1.5 qpm AT 60 psi I 3 VENT 3 VENT 3 VENT I—r ENT N L\ SHOWER HEAD INCLUDING A HANDHELD SHOWER SPRAY 2.0 gpm AT 80 psi Tau ROOF n RU ROOF �Ru RODF THRu ROD' SINK FAUCET 2.2 gpm AT 60 psi WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE` r x � FOR SI: 1 GALLON = 3.785 L. 1 GALLON PER MINUTE = 3.785 LIM, 1 POUND PER SQUARE INCH = ¢°"` "` J CD6.895 kPA o� 1/3• a. A HANDHELD SHOWER SPRAY SHALL BE CONSIDERED TO BE A SHOWER HEAD cr)oLn a}w F4 b. CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED STANDARDS. c. THE FLUSH VOLUME FOR A DUAL—FLUSH WATER CLOSET 15 DEFINED AS THE COMPOSITE, AVERAGE n FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH ';? m 2 ,,/2• , 2 W o ALL ITEMS DASHED ARE TO BE SUPPLIED AND COMPLETED Float — — — —.— — — — — Y TENT—.— — — —.—.— —'— — — —.—Ltd-`2°-YNT— — — —. Rom" f- 5 Ln t- ON-SITE BY OTHERS AND SUBJECT TO LOCAL INSPECTION ____ ___' `P THRU ROOF I THRU ROOF Nz ON-SITE 2• ON-SITE 3• 1,IDN-SITE 3• N-SITE 2• 1 L.Li VENT CONN. VENT CONN VENT CONN. VENT CONN. (n ¢WHO — — — — —' —.— — — —'— — — —'--- .— —' — —' — — — — —.—"—"— — — —.— 1 1/2• O 2. � 2 VENT PIPES IN WALL AND SECOND STORY DRAINS � � Z TO BE COMPLETED IN FACTORY. z w Z Q N O J T WASHER U Z O SwN 9KK SEE PAGE CV FOR ALL ADDITIONAL PLUMBING ITEMS % "" "� o t t/2' mvn Q THAT ARE COMPLETED ON AND REQUIRE LOCAL INSPECTION r r "r` "" ,. DD ¢ J nc.—.— — — ' — ' — — — Naav Ln w O cn>,O Z 6D Z r— _ WO —.—•— - _____ ___ 7 L] W NOTES: '' ----'=--------2------- --'t----------------------- 2 3 2 _ W Q co>¢Z z W o� TO MAM SENER Z��G U L-1-I O VJ O O OAPFEO fOR NNME PIPING SUPPORT: DWV. 4'-0" O.C. VER. / 3'-0" O.C. HOR. USE IN II-ENT 1• KITCHEN SINK WHICH ARE 2" DIA. PLUMBING LAYER 2. ALL TRAP SIZES ARE 1 1/2" DIA. EXCEPT SHOWER, WASHER AND 3. THIS HOME IN NOT IN AN AREA REQUIRING FROST CLOSURE PROTECTION PER P3103.2 OF 2020 RCNYS EEXTRACED FROM AN APPROVED ShAL°/ORDER° PACE III, SYSTEMS OR PER MODEL APPROVAL �L1 �1 0#7994 1 1 1 METHOD BRACE WIND SPEED BRACEWALL CONTINUOUS SHEATHING EXPOSURE/HEIGHT FACTORS ROOF EAVE TO RIDGE NUMBER OF BRACE WALL REDUCTION LENGTH REQUIREMENTS FOR FULLHEIGHT TYPE WALL <140 UNESPACING REQUIREDR602.10.3(1) EXPOSURIC R301.2(2) HEIGHT 8.5 FT R602.10.3(2) WALLUNES FACTOR BRACE WALL PANELS WITH SHEATHING PROVIDED p LINE 1.2 0.9 1 CONTINUOUS SHEATHING A 00 000 N OU CS-WSP 24 BRACE WALL#1 20 5.000 5.000 X 1.2 = 6.000 6.000 X 0.9 = 5.400 5.400 X 1.00 = 5.400 5.400 X 1.00 = 5.400 27" 17.58 Feet O M >. QSQ4 ;U CS WSP 20 BRACE WALL#2 24 5.800 5.800 X 1.2 = 6.960 6.960 X 0.9 = 6.264 6.264 X 1.00 = 6.264 6.264 X 1.00 = 6.264 2711/3511 10.00 Feet .a a M d CS-WSP 24 BRACE WALL#3 20 1 5.000 5.000 X 1.2 = 6.000 4.800 X 0.9 = 5.400 5.400 X 1.00 = 5.400 5.400 X 1.00 = 5.400 35" 13.42 Feet �1?o^W CS-WSP 20 BRACE WALL#4 24 5.800 5.800 X 1.2 = 6.960 6.960 X 0.9 = 6.264 6.264 X 1.00 = 6.264 6.264 X 1.00 = 6.264 27" 8.67 Feet O�p W CS-WSP 30.5 BRACEWALL#5 32 13.800 13.800 X 1.3 = 17.940 17.940 X 1.0 = 17.940 17.940 X 1.00 = 17.940 17.940 X 1.00 = 17.940 35 " 17.25 Feet 94 ..4n ZO CS-WSP 32 BRACE WALL#6 33 14.200 14.200 X 1.3 = 18.460 18.460 X 1.0 = 18.460 18.460 X 1.00 = 18.460 18.460 X 1.00 = 18.460 27"/35" 17.75 Feet Q cn Z XV- CS-WSP 36.583 BRACE WALL#7 32 13.800 13.800 X 1.3 = 17.940 17.940 X 1.0 = 17.940 17.940 X 1.00 = 17.940 17.940 X 1.00 = 17.940 35" 26.17 Feet x w CS-WSP 32 BRACE WALL#8 33 14.200 14.200 X 1.3 = 18.460 18.460 X 1.0 = 18.460 18.460 X 1.00 = 18.460 19.460 X 1.00 = 18.460 2711/3511 18.67 Feet N W p-L CS-WSP 72 BRACEWALL#9 26.667 6.333 6.333 X 1.2 = 7.600 7.600 X 0.9 = 6.840 6.840 X 1.00 = 6.840 6.840 X 1.00 = 6.840 27"/35" 55.08 Feet CS-WSP 29.5 BRACEWALL#10 27 6.400 6.400 X 1.2 = 7.680 7.680 X 0.9 = 6.912 6.912 X 1.30 = 8.986 8.986 X 1.00 = 8.986 27" 25.00 Feet CS-WSP 72 BRACE WALL#11 26.667 6.333 6.333 X 1.2 = 7.600 7.600 X 0.9 = 6.840 6.840 X 1.00 = 6.840 6.840 X 1.00 = 6.840 27"/35" 29.75 Feet j (n CS-WSP 29.5 BRACE WALL#12 45 10.000 10.000 X 1.2 = 12.000 12.000 X 0.9 = 10.800 10.800 X 1.30 = 14.040 14,040 X 1.00 = 14.040 27 11 14.83 Feet CS-WSP 29.5 BRACEWALL#131 45 1 10.000 110.000 X 1.2 = 12.000 12.000 X 0.9 = 10.800 10.800 X 1.30 = 14.040 14.040 X 1.00 = 14.040 35 " 25.42 Feet I U wARNNaffm AVNOIATIONOFARRLUE oFTEKm TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JJDGEMENT, Z4r-Orr EDUGTIONLAWFd7Ahllf WTOAL ANY 1.THIS FACTORY-YANDIAMURED HDYE(FUN)PLAN HAS BEEN DERIKD FROM A 0 �I a WLLL®1FTHATIREARS N E WAP SYSTEM SET OF FUN PLANS APPROVED BY D.O.S,MANUFACTURERS APPROVAL 0.1 14'-6" BRACE WALL #1 ax'%uNLmT PE W3mONm AOTmOLI DH THE NO.Y.O06-2020-022 EVIRAMM DAR 7/20/2022,1NIICH HAS NOT IH �om .L-- �. CNECIION OF A�PFIOFED90NN_B MODIFIED IN ANY WAT. G 2.THE ENERGY PLANS ARE IN COMN.IANQ IRTH THE REQUIREMENTS OF THE ENERNl' 12'-8" 2'-6" �2� CONSCRVATIOH CONSTRUCTION=E OF NEW YORK STATE. `p m - m 'I!]• U I of '• HORIZONTAL BLOCKING WILL BE INSTALLED h�l 5. L I IT I I (»tlNtl,/.LYL IrtNp csalerlmr ewut ee c"rmAu:"n rrxusleauvn ......__....._............................__;.._....._ �p ull mu "A uLmure ruurw N Wi ctluJo 1" a- m v) m m (n m�W I m ml I �� E w I I U w o nl U AI m N m i IIII 1 m aw , WI O y �'mn�i�mmmr�im CO I 1 ` I ^13'-5" BRACE WALL #3-. I �R � PI Z 2 Q Q Q r LLJ 12 4'-101 o. Qf Z = = = Li I � � W CD > w w w w wo: 4A I,®nT V•Lva. 'N j LLJ '13'-9" 3'-g" 'maw" ®m� 1 17'-3" BRACE WALL #5 o .-usumm QN O� 0 O O O O °1nil e rn U i l i J Q 00 � N 00 N rD Rr ¢� I 33'-7' a N � Ln Lin 00 o m iR�; CD w I 36'-7" > a I F- I N i 1 26'-4" BRACE W #7 I U Z 0 m 6'-0" 3'-4" 16'-10" 1 m r m 6 4'-O" 9'-10" 3'-4" 14'-1" m 11' 11" 11'-11" Ln i 5 1" BRACE WALL #9 1 I U 9 a� T O -- ---` Elf ¢Z zN o 7 N O L.I..I V) N V) J Q I I \\\\\ I -1 ' w m , m -=. 31_'€s_a€=a;�s?emsE=e:�e@-_=°-S-sf? m ggy"• CD � z 0 3 . m Q x - o z N L n C14 is y �` oO Z _O 1 N O A q uLLJ < J(D = w Cn CD Cn LL_ 0-)Z I- ----- ----- ----- ------ ----- -------; ---------- ---------------------- -•°'•- --- ------------------------------- ----- ( ..� t w¢o`er a o v�i w o - --- 1 ry 1 J ----------- Q Qp q O8I1CJIZ I 1ST STORY SHEAR WALLS -3" 3'-7" 4'-3" 5'-1" 2'-3" 2'-11" 2'-3 3'-7" 3'-7" 45-0" 27'-0" SEF49 0/ORDER/ PAGE/: -29'-9" BRACE WALL #11 TMaMwNRNAsrtH � � EDR�Rrew" sxRus a ru umTL A.Pwvn 72'-0" 0#7994 Ina L METHOD BRACE WINDSPEED BRACEWALL CONTINUOUS SHEATHING EXPOSURE/HEIGHT FACTORS ROOF EAVE TO RIDGE NUMBEROFBRACE WALL REDUCTION LEN ENTSFOR FULLHEIGHT WAUCAT LAW WFOR AW OP ONTOES OFt1�N1'B TO THE 9EST OF MA KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1 EtNOATNNILAW FORANYPE SEAL ALTO PROANY i.THIS FACTORY-MANUFACTURED N AP HONED BY PLAN HAS BEEN DERIVED APPROVAL A TYPE WALL <140 UNESPACING REQUIRED R60L30.3(1) EXPOSURFC R301.2(2) HEIGHT 8.58 FT R60L10.3(2) WALLUNES FACTOR BRACE WALL PANELS WITH SHEATHING PROVIDED ooiNEEFLMMSTHEPOWNIS CITINQ AL NO.MDSET OF 20-02 PLANS APPROVED B/20/2.,NANOICHHAERS APPROVAL UM MS PH60NIB ACTH LUEN'N NT N0.N006-2020-022.EXPIRATION DALE 7/20/2022,WHICH HAS N01 BEEN LINE 1.2 0.9 0.95 CONTINUOUS SHEATHING DNEC710N OPALICEHSID RiO NAL ENa7�i MODIFIED EN w MY WAY. A O CS-WSP 27.5 BRACE WALL#1 20 5.000 5.000 X 1.2= 6.000 6.000 X 0.9 = 5.400 5.400 X 1.00 = 5.400 5.400 X 0.95 = 5.130 27�� 27.50 Feet 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REODIRELIENTS OF THE ENERGY CS-WSP 20 BRACE WALL#2 27.5 6.500 6.500 X 1.2= 7.800 7.800 X 0.9 = 7.020 7.020 X 1.00= 7.020 7.020 X 0.95 = 6.669 27�� M17 Feet CONiTRYATON CONSTRUCTION COOS OF NEW PORK STATE. O�N N U CS-WSP 27.5 BRACE WALL#3 20 5.000 5.000 X 1.2= 6.000 6.000 X 0.9 = 5.400 5.400 X 1.00 = 5.400 5.400 X 0.95 = 5.130 27° 27.50 Feet ¢'t 1--1 U CS-WSP 20 BRACE WALL#4 27.5 6.500 6.500 X L2= 7.8W 7.800 X 0.9 = 7.020 7.020 X 1.00 = 7.020 7.020 X 0.95 = 6.669 27° 17-37 Feet I-a py M Q t` o C+ r-------------------- ----------------- C7 W T- --7 ¢rA v)z 0 I j I I I I I I � I I I I I I j �A,� w < Q I I JU O.l I � I I I III� I � 1 11I N I I � I I U i I i ' I i I r ¢ W J I I I 27'-6" BRACE WALL #1 I I I j I I I jI I J I z ¢ o z N- N: LLJ t � I i i J I J J i J : ------ LLJ W N N IU ____________-__-_. U N W ¢ - - -- ¢ � m � m � LN�n I _ I I � 7 I I I S � I vJ \'\ cl 27'-6 BRACE WALL #3 /'/ ; ��'Z�a m cn W O � CY) I z _-__-_____�, �Z CV old LLJ I / I O w _________________________________________- J _ i \ C o � ______________________________________________J $yy I-Ul I1 S zW¢d-�W o(n oF-�O HORIZONTAL BLOCKING WILL BE INSTALLED 08/18/21 2ND STORY SHEAR WALLS MIMNWi NAJL MIMMUM WGGB MIM01U8 NGAlINAL MWANM WALL PANEL NAIL1NG SPAaNG ULTINATEDESIGN WIM)SPEm VYR STRTT, IYPM SERIAL//ORDER/ PACE/: PANEL TwawEss snmsvnaM; O#7994 SI1E PEN STNAWN PANG.SPAN RNGH6) RNLI�51 ®fiES FIEIG 6 PE PY G M5 6U'UXM1G HAS PEFN (wai�7 RATING IINCHB O.GI (INaiF50.41 B G C<IPACIEO FlIOY AN APEROVFD SYSIEY6 ce PLR Y]FL M4RBVILL RUtatl3�ry 1.0 '_'NO 310 16 3 2 1W G 1L0 ,y R+1'G131 1.75 :Yi6 TI16 3C 6 12 1�0 110 t10 i4/y■� WAIN 10TTL4AVI UTIONOFARi1CLEusoFTHENm TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: / 1 EDUCATION LAW FOR ANY PERSON TO ALMER ANY- I.THIS W SET OF FMH f PLANS A HONED BY PLAN HAS BEEN ER'S APPROVAL A DOGIIMR.THAT I-ESS THE PERSON PERSON THE 18 OFAPFgGER TH AL SYSNO.MO SET 2 f02 PLANS APPROVED BY O.B.6.,2.NHICH HAS NO APPROVAL O �I EN@i$l OF A LICENSEE) EE)PRO E ACTING LINGER ENGINEER THE NO.NOO6-N ANY W 2.E%PIRATION BRIE 7/20/20NN.W1901 HAS NOT BEEN Z DFECIION OF A LICBF�PflOFir�IONN.@109�I THE E D N ANY WAY. 2.GN ENERGY PLANS ARE IN CODE OF NEW W STATE. lY 71L FNERCY Q 0 O (%1NSERVAAON WNSTRV('AON WOE Of NEW YOPo(STATE. 1 ¢ 00 CV N U O Cq I - R:Q�t U �aM�Q Manual J Table 5A a w �boow 200 w_ Default Air Change Values for Three or Four Exposures ¢ z Nwax,u"3 Default Air Change for Single Story Construction �' 3 '�I W Construction Air Changes per Hour - Heating Infiltration) CFM for One Floor Area of Heated Space (SgFt) Fireplace 900 or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More Tight 0.21 0.16 0.14 0.11 0.10 0 �l ''� U Semi-Tight 0.41 0.31 0.26 0.22 0.19 13 r a- a- cn a- a- Average 0.61 0.45 0.38 0.32 0.28 20 °' "' �' 0 0 Cn o 0 Semi-Loose 0.95 0.70 0.59 0.49 0.43 27 Loose 1.29 0.94 1 0.80 0.66 1 0.58 33 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. o w z z z z (n Q LLL L- Li L_ 2020 RCNYS Table M1505.4.3(1) cif Li w w w w Li Li CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 000000 (square feet) Airflow in CFM o \ N co � \ \ \ \ CD < 1,500 30 45 60 75 90 CN �, Ln co 1,501 - 3,000 45 60 75 90 105 3,001 - 4,500 60 75 90 105 120 w> 4,501 - 6,000 75 90 105 120 135 LO 6,001 - 7,500 90 105 120 135 150 > 7,500 105 120 135 150 165 00 For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. w oco LLJ Tn Construction: Semi-Tight o 1st story area: 2643.08 SOFT 1st story ceiling height: 9 FT 2nd story area: 550 SOFT ��, '` L J 2nd story ceiling height: 8 FT wCD z o Total building area: 3,193.08 SOFT � �". � .. . o 0 Total building volume: 28,187.72 CUFT �" # F�. m= Q Q Y Air change/hour: 0.25 ACH ► � �:. � 0 Im ' � � o �w 'bd Z(nuo (ACH x Volume) / 60 min: 117.45 CFM Provided - Supply OK C x. Zw Q� �w gcn o��o CFM required*: 90 CFM ' *Per 2020 RCNYS Table M1505.4.3(1\\ J �Ny 0781 l� �Q� WHOLE HOUSE VENTILATION 10. Whole house ventilation exhaust is provided by a continuous bath fan. See electrical plan for the identified fixture location and size. sEWA °ice°�' P"�` Location: BATH#1 08/18/21WA , H V p�u�,q �� O#7994 V V f I i I NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, »111t PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIldBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Nance of Authority having jurisdiction: OWNER OF PROPERTY: ANGELA GERAS SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): N 460 MARION LANE 3 EAST MARION, NY 11939 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): New Residential Structure i 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): Truss Type Construction(TT) Pre-Engineered Wood Construction(PW) I Timber Construction(TC) n IN THE FOLLOWING LOCATION(S)(CHECK APPL@CABLE LINE): - J Floor Framing,Including Girders and Beams(F) Roof Framing(R) "� •,. -Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): Owner Owner's Representative Mw Page 16 Type Left Magnitude. ,Right Magnitude :, LbadStar'(ft) Load En ft) LoidTypd Direction on Uniform(Ibf/ft) 405 405 0 11.33 Live y 4 0 11'.�3 Dead y . . ................. Uniform(Ibf/ft) 78 78 11.33 20.375 Live y L'._Y 41 41r ry bead" y 11.33- 20.375 .............. Uniform(Ibf/ft) -47 -47 11.33 20.375 Wind(-) y Self We 0 ,.20.375 11.08 Dead • A E A A781'0 "72 111/19/202 Project Name:7994 2018 International Building Code ASD ozvieanur�iiine�u.uPieroieim.A� "imm aidr rim wus evvnmTn er ons.'vuai�nwaes iawwu 2517.71 SQ. FT. / 150 = 16.79 SQ. FT. OF VENT REQUIRED ��T��+■��+� �•�-mo-on[mxraw cArz T/mnmz ou�x sw,omi l pf6'1�lff A1LE®!16®IMLBY®1 1■pIm W.Wf pT. 88.88 LN. FT. RIDGE VENT= 11.11 SQ. FT. OF VENT PROVIDED :raumxwA�AammuwnamxM ewmmrsvncomm o 180 LN. FT. VENTED SOFFIT 11.11 SO. FT. OF VENT PROVIDED crt®nA W f059CC0W 6 M•0l STAR N N Q O cn-�>; EGRESS WINDOWS °`a 4" aa�^Q x>oow O M� -R wa COLONIAL WHITE `" 33 l �HF b z�H_ u ®�'� GN �pP CHARCOAL GRAY 0 2 Ws 0 17 STERLING GRAY —s UNG GRAY G I�u STERLING GRAY oa0o oao� COLONIAL WHITE ��0 �0300 Ll ----------- LE31 E31 Ir-11 0 MIJEJ1 0 1 FRONT ELEVATION O 6 J z wm max of ww■mmrax Z Q z U CL w p *ALL SIDING TO BE SHIPPED LOOSE* N PREP FOR DBL SILL PLATES o � ^ N 5sLr) CD b NV k w o a > a> onLL^ z zN in k b JUN.2 8 2022 �N U � zcp o —N wM BUILDING DEPT oU z o 4 Tovgm OF SOum- 0 z � a Y w REAR ELEVATION r— t— (D inwmsmcwrc xm vwwmmm� co c) En woV w Sin Mr—mc THE SIDING COLOR FOR THE REAR ELEVATION WILL BE: "STERLING GRAY" - FRONT/REAR ELEVATION r76 W;;; ;; S#3O#7994 FVJ mai�rvurivioiie�x��noiamvui `yismv snvml w'ua.mm�c ei uas u:nivc¢vaes:vmov"a O ,�„� Ba®{al•®1M�6OI8ACIM,�G01M Ya YOOYAiO-Od.001c110x Wl[1/N/R!2 tt(W Iu5 WI W3N 1 OIg00MRA1✓�®IPOfi�Yl60�1 IOO/m p NR ML 21NC O A PWS Aff a tll a M flNtGY O mmnAaol mrswcnax raa a vavM VAIN stA¢ EGRESS WINDOWS °`a 4 Q LT7om moo " Ir aC sm.OR}IG�6 3 �L STERLING GRAY rod /I to • • ,roc wn oa,want ►►�.�.yy iu w null null HIIII flull[III b$ COLONIAL WHITE -/ o 9 ?1 it it It it it it it it it it nk L®� R �2 STERLING GRAY A JI W o COLONIAL WHITE 'u 111110 b 10 b ` 1�TERING GRAY11 0- Q LL STERLING GRAY STERLING _ Z PORCH ROOF,POST, LEFT ELEVATION RAILING AND SLAB Z NOT PROVIDED BY ICON u¢s io cv.�¢Ira vRwum n[w ZO Q F z U S a w O a PREP FOR DBL SILL PLATES 0 W \\ N Q N N O r sJ a � O H cr o O v—t m-c ac sw car*wona b • b� v Y n W ALA <}c� COLONIAL WHITE W NZ z'CV oM to F O r \ g U z 1ERDUG GRAY STERLING GRAY w aN a F— Z —N z Q wM STERLING GRAY Z ZO ua Oce- PoOHT ELEVATION O o rn v�ucwrc rov vwlmo er tax ��w0 M N�L M64 Q act- Q z "'O)W �wo�Zwo'(l7of— t0 LEFT/RIGHT ELEVATION S#3226/0#7994 F=V9 } SPECIAL INSPECTIONS: fiad 1. w PRIOR TO BEGINNING ANY WORK, THE OWNER SHALL RETAIN THE SERVICES OF S.E.T. , P.C., OR LIST OF SHEETS STRUCTURAL ANOTHER ACCEPTABLE LICENSED PROFESSIONAL ENGINEER WHO SHALL HAVE PROVEN _ ENGINEERING EXPERIENCE ACCEPTABLE TO THE OWNER AND ARCHITECT. MINIMUM REQUIRED QUALIFICATIONS -�� TECHNOLOGIES, P.C. SHALL INCLUDE A PROFESSIONAL LIABILITY INSURANCE COVERAGE OF 1 MILLION DOLLARS AND A SHEET NUMBER SHEET TITLL= DRAWING TITLE MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH SIMILAR WORK. 1 T-001.00 TITLE SHEET 2. SPECIAL AND PROGRESS (CONTROLLED) INSPECTIONS REQUIRED BY THE NYS BUILDING CODE 2 FO-001.00- GENERAL NOTES ?.,..,.I jil j � ) SHALL BE PERFORMED BY A TESTING AGENCY AND / OR PROFESSIONAL ENGINEER RETAINED BY 3 FO-002.00 GENERAL NOTES THE OWNER AT NO COST TO THE CONTRACTOR FOR THE FOLLOWING CHECKED ITEMS: 4 FO-101.00 FOUNDATION PLAN SPECIAL INSPECTION CATEGORIES 5 FO-201.00 TYPICAL FOUNDATION DETAILS CONSULTING STRUCTURAL, GEOTECHNICAL, CONCRETE SAMPLING AND TESTING 6 FO-202.00 FOUNDATION SECTIONS & ENVIRONMENTAL ENGINEERS FOOTING AND FOUNDATION PLACEMENT 40-12 28TH STREET LONG ISLAND CITY, NY 11101 3. THE CONTRACTORS ENGINEER SHALL PREPARE PLANS, CALCULATIONS, AND NOTES IN THE FORM T:(718)706-7196 Email: info@set-ny.com OF SHOP DRAWINGS, FOR ALL ITEMS OF WORK WHICH DIFFER FROM WHAT IS SHOWN ON THE _ STRUCTURAL DRAWINGS DUE TO FIELD CONDITIONS. HE SHALL ALSO PREPARE PLANS IN THE FORM SHOP DRAWING NOTES: OF SHOP DRAWINGS, CALCULATIONS AND NOTES FOR ALL TEMPORARY SHORES AND BRACES AND CLEARLY INDICATE METHOD OF INSTALLATION, SEQUENCE OF OPERATIONS, AND QUALITY ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF CONTROL. SUBMISSION AND REVIEW 7SHOP DRAWINGS IS REQUIRED BECAUSE IT WILL BETTER ENSURE A MORE FURNISHED BY S.E.T., P.C. ARE AND WILL REMAIN THEIR SUCCESSFUL PROJECT C(VIDLETION, AND WILL ENABLE THE SPECIAL INSPECTIONS AGENCY (SIA) AND PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY 4. THESE SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER OF RECORD AND ARCHITECT ENGINEER OF RECORD (E,",'I TO PERFORM THEIR RESPECTIVE SITE INSPECTION AND OBSERVATION OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. PRIOR TO CONSTRUCTION. WORK SHALL BE EXECUTED FROM REVIEWED SHOP DRAWINGS ONLY. GENERAL CONDITIONS: DUTIES IN A CLEAR, DEFINFIVE WAY. 5. COPIES OF SUCH DRAWINGS WHICH INCLUDE THE ARCHITECT'S AND ENGINEER'S COMMENTS SHALL 1. THESE DRAWINGS ARE INTENDED TO BE USED BY ONLY AN EXPERIENCED CONTRACTOR AFTER IF OWNER AND/OR CONTRi0`1'OR CHOOSE TO NOT PROVIDE SHOP DRAWINGS: OWNER: BE FILED WITH THE DEPARMENT OF BUILDINGS (ON AMENDMENT FORMS). ADDITIONALLY, AT CONSULTATION WITH THIS OFFICE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR JOB SITE COMPLETION OF WORK, FORMS INCLUDING ALL INSPECTION REPORTS PREPARED BY THE PROBLEMS DUE TO FAILURE TO INTERPRET THE DOCUMENTS CORRECTLY. REPRESENTATIVES OF a)SIA MUST INFORM EC,; OWNER, AND CONTRACTOR IF THEIR INSPECTIONS CAN BE PERFORMED CONTRACTOR'S ENGINEER SHALL BE FILED WITH THE DEPARTMENT OF BUILDINGS. S.E.T., P.C. ARE AVAILABLE TO ANSWER QUESTIONS AND TO ASSIST THE CONTRACTOR BY PROPERLY OR NOT, A!�., WRITTEN AGREEMENT MUST BE REACHED WITH ALL INVOLVED PARTIES AS EXPLAINING THE DESIGN INTENT. FAILURE BY THE CONTRACTOR TO UNDERSTAND THE TO HOW TO PROCEED FURTHER. b IF CONSTRUCTION E�;:JI1S, GfV,!SSIONS, AND UNSAFE CONDITIONS, OCCUR DUE TO LACK OF SHOP ) 6. THE SPECIAL INSPECTIONS ENGINEER SHALL DETERMINE THE FREQUENCY OF INSPECTIONS COMPLEXITIES OF THE PROJECT AND THE SEQUENCE OF CONSTRUCTION CAN RESULT IN INJURY NEEDED AND WHETHER HE OR SHE SHOULD INSPECT THE SITE PERSONALLY OR SEND A PERSON OR DEATH TO WORKERS. PROCEEDING WITH CONSTRUCTION WITHOUT FULL UNDERSTANDING OF DRAWING SUBMISSIOJS, OFF LACK OF REQUIRED RE-SUBMISSIONS, OR FOR ANY OTHER REASONS NOT DUE TO FAULT OF FOR AND SIA, THEN SIA MUST SUBMIT NON-CONFORMANCE REPORT NCR ON UNDER HIS OR HER DIRECT SUPERVISION. AT A MINIMUM, THE SITE MUST BE INSPECTED TWICE, THE PROJECT AND WITHOUT A COMPLETE SET OF DESIGN DOCUMENTS WILL PUT BOTH THE THE SAME DAY L 0:FOR AND ENCE , ALL INVOLVED PARTIES, AND FOR RESERVES THE RIGHT TO ONCE AT A PRE-CONSTRUCTION MEETING WITH THE CONTRACTOR AND ONCE DURING PROJECT AND INDIVIDUALS IN PERIL. THE CONTRACTOR ASSUMES TOTAL RESPONSIBILITY FOR ANY STOP WORK UNTIL DE:I G TIVE CONDITIONS ARE CORRECTED. ALL TIME SPENT BY FOR FOR THESE CONSTRUCTION OPERATIONS. CONSEQUENCE OF THAT ACTION. CONDITIONS WILL BE'iiLLED AS ADDITIONAL SERVICES. 7. THE SPECIAL INSPECTIONS ENGINEER, SHALL MAINTAIN A LOG IN HIS OR HER OFFICE WHICH 2 ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE INCLUDES THE FOLLOWING INFORMATION: REQUIREMENTS AS SPELLED OUT ON THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL 1. SUBMIT ONE REPRC'9,,L1 IBI.E AND TWO (2) PRINTS EACH OR AN ELECTRONIC DRAWING SUBMISSION, DOB NOW BUILD JOB # : DRAWINGS AND NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR TRADES. FAILURE TO READ OF ALL SHOP DRAWaC:S TO ARCHITECT AND ENGINEER OF RECORD (EOR) FOR REVIEW. THE FOR (i) ADDRESS OF THE PREMISES, JOB NUMBER, CONTRACTOR NAME AND ADDRESS THESE DRAWINGS AND NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR WILL SEND HIS/HER PEAEWED SHOP DRAWINGS TO THE ARCHITECT, WHO WILL PERFORM HIS/HER B001010010010-I 1 (!i) DATE AND TIME OF EACH INSPECTION INCLUDING RI=QUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. REVIEW OF THESE D:AWINGS AND SEND TO THE CONTRACTOR FOR HIS OR HER REVIEW, AND TO (A) NAMES OF PERSONNEL WHO INSPECTED THE SITE ALL OTHERS REQUIRNG COPIES. SHOP DRAWINGS MUST BE CHECKED BY THE DETAILER PRIOR TO (B) ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS GIVEN RELATING TO ANY OF THE 3. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL AS ALL SUBMISSION, FAILURE TO DO SO WILL BE CAUSE FOR REJECTION. FOLLOWING: CONDITIONS TO BE MET BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE NOTE: (1) DEVIATIONS FROM THE CONTRACT DOCUMENTS. PROJECT REQUIREMENTS SHALL NOT CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS, NOR 2. REPRODUCTIONS OF STRUCTURAL CONTRACT DOCUMENTS MAY BE SUBMITTED AS ERECTION (2) ANTICIPATED FIELD CONDITIONS; JUSTIFY A REQUEST FOR EXTRA COMPENSATION. PLANS PROVIDED TIRT S.E.T., P.C. IS CONTACTED AND GRANTS APPROVAL. A NOMINAL FEE WILL BE STRUCTURAL ENGINEERING TECHNOLOGIES, P.C. HAS (3) PROPER EXECUTION OF THE STRUCTURAL WORK; CHARGED FOR THIS RELEASE OF FILES IN ELECTRONIC FORMAT. DETAILER MUST USE COLUMN AND NOT BEEN RETAINED TO PERFORM CONTROLLED (4) GOOD ENGINEERING PRACTICE; 4. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB LINTEL DESIGNATIONS AS SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS. INSPECTIONS OF ANY KIND FOR THIS PROJECT. (5) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS, IF WORK IS STOPPED FOR ANY AND SHALL BE RESPONSIBLE FOR SAME. REASON. 3. ALL REVISIONS TO SHOP DRAWINGS AFTER FIRST SUBMISSION MUST BE SO IDENTIFIED ON THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ni THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTIONS 5• ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL SUBSEQUENT SUBOISSIONS(I.E. WITH REVISION BUBBLES). ( ) GOVERNING AUTHORITIES. ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY ENGINEER OCCURING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR 4. REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY CONTRACT WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO INSTRUCTIONS. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, AND DRAWINGS. RESPONSIBILITIES, EVEN IF SUCH ITEMS ARE NOT SHOWN ON SHOP DRAWINGS. OBTAINING ALL REQUIRED PERMITS FROM THE RESPECTIVE JURISDICTIONAL AGENCIES 8. THE SPECIAL INSPECTIONS ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED 7. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE 5. ANY DESIGN CHANGES PROPOSED BY THE: DETAILER, MUST BE CLEARLY IDENTIFIED ON THE SHOP ABOVE IN HIS OR HER OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES, METHODS, SAFETY DRAWINGS AND, UPON REQUEST OF THE EOR, SUBSTANTIATED BY SUBMISSION OF THE TO BE KEPT AT THE CONSTRUCTION SITE. AND SECURITY ON THE JOB SITE. S.E.T., P.C. AND ITS AGENTS AND EMPLOYEES ARE NOT CALCULATIONS USEDTO DE&G'J SUCH CHANGES. `0. THE SPECIAL INSPECTIONS ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS LOSSES, SUITS AND LEGAL 6. ALL SUBCONTRAC"[OCS MUS T �,AIO:'.K WITH A FULL SET OF DRAWINGS, INCLUDING, STRUCTURAL, , UNSAFE CONDITIONS WHEN AND IF OBSERVED DURING HIS/HER SITE VISITS, TO THE DEPARTMENT ARCHITECTURAL , ?lnl!cCH;iJ.CAL, ELECTRICAL, PLUMBING. IT IS THE SUBCONTRACTOR'S ' ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIES. IT IS TO BE NOTED THAT THE RESPONSIBILITY TOREQUES T A!JY DRAWINGS NOT FURNISHED BY THE GENERAL CONTRACTOR. SPECIAL INSPECTIONS ENGINEER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE IN ANY WAY 8 ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT FOR SITE SAFETY. SITE SAFETY SHALL REMAiN THE RESPONSIBILITY OF THE CONTRACTOR. 1.1SOLE DISCRETION OF THE ENGINEER. ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT 7• 'CONTRACTORS SHi U.'SUBN1:1' SHOP DRAWINGS FOR REVIEW AT LEAST TEN WORKING DAYS PRIOR !SHALL NOT BE CONSTRUED AS PERMITTING ANY OTHER DEVIATION TO THE REQUIRE 1' ' i ii!: TURN FROMI REVIEW. THE CONTRACTOR WILL BE RESPONSIBLE FOR 10. UPON REQUEST OF THE BUILDINGS DEPARTMENT, THE SPECIAL INSPECTIONS ENGINEER SHALL . DEADLINES MISSEU..:Ut TO-!--' ;"E C:yOP DRAWING SUBMISSION. I MAKE AVAILABLE FOR REVIEW BY THE BUILDINGS DEPARTMENT DOCUMENTS AND THE LOG ---- --- - -'--- DESCRIBED ABOVE. _. 8. SHOP DRAWINGS N!IUS T BE SUBMITTED TO THE E.O.R. FOR STRUCTURAL WORK RELATED TO THE BIDDERS WARRANTY: FOLLOWING: 8.1. STRUCTURA'_.COI+CRETE. BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THE BIDDER WARRANTS THAT: 8.2. ANY 0THEfR STRltTURAL_WORK NOT PREVIOUSLY MENTIONED. I 1. THE BIDDER AND ALL SUBCONTRACTORS HE INTENDS TO USE HAVE CAREFULLY AND THOROUGHLY MINIMUM SHOT' DRAVIING:y REQUIREMENTS REVIEWED THE DRAWINGS, SPECIFICATIONS AND OTHER CONSTRUCTION CONTRACT DOCUMENTS I1 2022-01-18 FOR REVIEW AND HAVE FOUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT FOR THE AT A MINIMUM, THE FOLLOANG INFO IS TO BE PROVIDED ON SHOP DRAWINGS: CONTRACTOR TO BID, FABRICATE,AND INSTALL THE WORK ON TIME, FURTHER THAT, 1. CONCRETE STRUCTURE: NO. DATE: DESCRIPTION 1.1. SLAB AND BE/J\1TOP & BOTTOM REWFORCEMENT, CONCRETE STRENGTH, PLANS AND 2. THE BIDDER AND ALL WORKMEN, EMPLOYEES AND SUBCONTRACTORS HE INTENDS TO USE ARE SECTIONS,WITH iR SPLICE LENGTHS AND LOCATIONS CLEARLY SHOWN. REVISIONS: SKILLED AND EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE 1.2. COLUMN REINFO[,EME"!T" & TIES SECTIONS, WITH BAR SPLICE LENGTHS, ELEVATIONS, AND PROJECT CONSTRUCTION CONTRACT DOCUMENTS BID UPON; FURTHER THAT, LOCATIONS CLEALY SHOWN. 3. NEITHER THE BIDDER NOR ANY OF HIS EMPLOYEES, AGENTS INTENDED SUPPLIERS OR 1.3. REBAR SCHEDULE. SUBCONTRACTORS HAVE RELIED UPON ANY VERBAL REPRESENTATIONS, ALLEGEDLY AUTHORIZED 1.3.1. EDGE OF SLJ LOCATION PLANS. /� OR UNAUTHORIZED FROM THE OWNER, HIS EMPLOYEES OR AGENTS INCLUDING ARCHITECTS, 1.3.2. COLUMN LOCrION PLANS (COORDINATES OR GRID). 460 MARI O N LANE, EAST ENGINEERS OR CONSULTANTS, IN ASSEMBLING THE BID FIGURE; AND FURTHER THAT,THE BID 1.3.3. FORMWORK,C)R LOCATIONS OF"STA-FORM" SYSTEM, OR ANY OTHER FORM SYSTEMS MAR I O N , NY-1 1939 FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT DOCUMENTS AND PROPERLY THAT WILL E;VIINATE LATERAL LOADS AGAINST EXISTING STRUCTURES DURING POURING ISSUED WRITTEN ADDENDA AND NOT UPON ANY OTHER WRITTEN REPRESENTATION. OF CONCREL 1.3.4. SEE ALSO CJCRETE: NOTES AND DETAILS FOR MORE INFO. 4. THE BIDDER ALSO WARRANTS THAT HE HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND THAT FROM HIS OWN INVESTIGATIONS HE HAS SATISFIED HIMSELF AS TO THE NATURE AND DRAWING TITLE: LOCATION OF THE WORK AND THE CHARACTER, QUALITY, QUANTITIES OF MATERIALS AND DIFFICULTIES TO BE ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE PERFORMANCE OF THE WORK, THE GENERAL AND LOCAL CONDITIONS, AND OTHER ITEMS WHICH MAY, IN ANY WAY,AFFECT THE WORK OR ITS PERFORMANCE. PRE-CONSTIUCTlON NOTES: GENERAL NOTES DISCLAIMER: THE DRAWINGS HEREIN ARE RELATED TO A NEW BUILDING STRUCTURE. THE STRUCTURAL DESIGN 1) DURING THE DESIGN PF.3)E, AND PRIOR TO CONSTRUCTION, THE FOLLOWING STEPS, AT A MINIMUM, MUST BE WAS BASED UPON AS MUCH OBSERVATION, MEASUREMENT, TESTING, ETC. AS CIRCUMSTANCES TAKEN: PERMITTED, HOWEVER, THERE WERE ASSUMPTIONS MADE ABOUT UNKNOWN CONDITIONS. SHOULD A. PRIOR TO CONSTRITION IT IS REQUIRED THAT OWNER CONDUCT A CONDITION SURVEY OF ADJACENT THE OWNER DECIDE NOT TO UTILIZE S.E.T. , P.C. TO VERIFY AND INSPECT THESE CONDITIONS IN THE PROPERTIES, INCUING DATED PHOTOGRAPHS, IN ORDER TO DOCUMENT PRE-EXISTING CONDITIONS, SEAL & SIGNATURE FIELD, S.E.T. , P.C. WILL NOT BE RESPONSIBLE FOR ANY FAILURE, DAMAGE, INJURY, DELAY, LOSS OF STRUCTURAL STABfY OF ALL ADJACENT STRUCTURES AND THEIR FOUNDATIONS, AND ASSESSMENT OF INCOME, EXTRA COST, OR ANY OTHER LOSS DUE TO EXISTING CONDITIONS. ADJACENT STRUCTtES & FOUNDATIONS ABILITY TO SAFELY WITHSTAND THE EFFECTS OF PROPOSED DATE: 12-06-21 1 SHOP DRAWING REVIEW: CONSTRUCTION, Al RECOMMENDED BRACING & SHORING, IF REQUIRED, IF CRACKS EXIST ON ADJACENT SCALE: AS NOTED THE ENGINEER WILL REVIEW CONTRACTOR'S SHOP DRAWINGS AND RELATED SUBMITTALS WITH PROPERTIES, IT I4?EQUIRED THAT CRACK MONITORS BE INSTALLED AT LOCATIONS DICTATED BY CAA,+� RESPECT TO CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND THE SPECIFICATIONS. IF ENGINEER OF REC(O,AND BE PERIODICALLY MONITORED. O DRAWING BY: A.P. REQUIRED BY SPECIFICATIONS, SHOP DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A B. OWNER TO OBTAI<i!TE SURVEY SHOWING, AT A MINIMUM, ALL PROPERTY LINES, PARTY WALLS WITH p CHECKED BY: G.J.C. LICENSED ENGINEER WHO IS LICENSED IN THE STATE WHERE THE PROJECT IS TO BE CONSTRUCTED. THEIR DIMENSION(,,N EACH SIDE OF PROPERTY LINE, INDEPENDENT WALLS, ENCROACHMENTS BEYOND c9 �. ,� � DWG NO: BEFORE SUBMITTING A SHOP DRAWING OR ANY RELATED MATERIAL TO THE ENGINEER, PROPERTY LINE FCC=NTIRE F'EIGHT OF ALL ADJOINING PROPERTIES, NAVD ELEVATIONS, UTILITIES, ETC. :� CONTRACTOR SHALL: REVIEW EACH SUCH SUBMISSION FOR CONFORMANCE WITH THE MEANS, C. SOIL BORINGS, TEEEPITS,AND EXPLORATORY PROBING THAT MAY BE REQUIRED.METHO PRECAUTIONS S AND PROGRAMSUENCES AND OPERATIONS OF INCIDENTAL THERETO, INCLUDING REF LECTION ION, AND OF EXISTING FETYFIELD IELD D. MONITORING PLANHOWiNG'TYPE OF MONITORS AND THEIR LOCATIONS. 6 j 2 3 FO-oo'� '00 CONDITIONS,ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF CONTRACTOR; APPROVE EACH SUCH SUBMISSION BEFORE SUBMITTING IT; AND SO STAMP EACH SUCH SUBMISSION BEFORE SUBMITTING 2)MANDATORY PRE-COPTRUCTIOP: MEETING (TO BE ORGANIZED BY OWNER AND CONTRACTOR) TO BE HELD IT. THE ENGINEER WILL ASSUME THAT NO SHOP DRAWING OR RELATED SUBMITTAL COMPRISES A PRIOR TO CONSTRUC��I�I, AND TO BE ATTENDED BY OWNER, DESIGN TEAM, SPECIAL INSPECTIONS AGENCY SHEET NO: 2 OF 6 VARIATION FROM THE CONTRACT UNLESS CONTRACTOR ADVISES THE ENGINEER OTHERWISE VIA A (SIA), AND CONSTRUf!ON TEAM INCLUDING ALL PERTINENT SUB-CONTRACTORS. AT A MINIMUM, THE BSCAN STICKER WRITTEN INSTRUMENT WHICH IS ACKNOWLEDGED BY THE ENGINEER IN WRITING. IN THE EVENT THAT THE ENGINEER WILL REQUIRE MORE THAN TEN (10) WORKING DAYS TO PERFORM REVIEW, THE FOLLOWING ITEMS Mi_I'EE DISCUSSED AND AGREED UPON BY ALL ATTENDING PARTIES: ENGINEER WILL SO NOTIFY THE CONTRACTOR. THE ENGINEER WILL RETURN WITHOUT REVIEW A. RESULTS OF FINLIGS OF PRE-CONDITION SURVEY AND STRUCTURAL STABILITY ASSESSMENT REPORT MATERIAL WHICH HAS NOT BEEN APPROVED BY GENERAL CONTRACTOR OR CONSTRUCTION FOR ADJOINING R:PERTIES, AND IMPLEMENTATION OF ANY REMEDIAL MEASURES, BRACING, SHORING, MANAGER ETC. THAT MAY BZFQUIRED. B. CONSTRUCTION -AM TO CONFIRM THAT THEIR MARK-OUTS, ELEVATIONS, ANY ENCROACHMENTS, ETC. FIDUCIARY LIABILITY DECLINED: HAVE BEEN COORNATED WITH SITE SURVEY, PRE-CONDITION SURVEY,AND ACTUAL SITE CONDITIONS. S.E.T., P.C. MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED AS TO S.E.T.. P.C. FINDINGS, DOB APPROVAL STAMP RECOMMENDATIONS, PLANS, SPECIFICATIONS, OR PROFESSIONAL ADVICE. S.E.T., P.C. HAS C. TYPES, LOCATION AND FREQUENCY OF MONITORING TO BE FINALIZED. ENDEAVORED AND WILL ENDEAVOR TO PERFORM ITS SERVICES IN ACCORDANCE WITH GENERALLY D. TIMETABLE OF SNP DRAWINGS AND MATERIAL SUBMITTALS. ACCEPTED STANDARDS OF PRACTICE IN EFFECT AT THE TIME OF PERFORMANCE. BY UTILIZING THESE DOCUMENTS (OR HAVING OTHERS UTILIZE THEM) FOR ANY PURPOSE WHATSOEVER THE E. COORDINATION WTH SIA FOR TYPES OF INSPECTIONS, FREQUENCY OF INSPECTIONS, SUBMISSION OF NON-CONFORMANCE REPORTS (NCR), ETC. SIA TO ALSO SUBMIT NAME AND CONTACT INFO FOR OWNER OR DEVELOPER RECOGNIZES THAT NEITHER S.E.T., P.C. OR ANY OF S.E.T., P.C. , SUBCONSULTANTS OR SUBCONTRACTORS OWES ANY FIDUCIARY RESPONSIBILITY TO THE OWNER INSPECTOR TO BEllSED FOR THIS PROJECT. OR DEVELOPER. F. COORDINATION WTH CONSTRUCTION TEAM FOR FULL-TIME PRESENCE AT SITE DURING WORK, AND SUBMISSION OF NAME(S)AND CONTACT INFO FOR SITE SUPERINTENDENT TO BE USED FOR THIS PROJECT. CONCRETE NOTES: CONCRETE DEVELOPMENT AND SPLICE LENGTH NOTES: 1.,�. .. $ STRUCTURAL 1. ALL CAST-IN-PLACE CONCRETE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI. LAP SPLICE LENGTH'Ls'(in) ENGINEERING 2. ALL REINFORCEMENT SHALL BE A-615 GRADE 60 STEEL. WELDED WIRE FABRIC SHALL CONFORM TO ASTM STANDARD A-185. € I TECHNOLOGIES P.C. 4000 PSI 5000 PSI 6000 PSI 3. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. SIZE TENSION 'Lts' TENSION 'Lts' TENSION'Lts' . ��; ; COMP. 'Lcs' COMP. 'Lcs' COMP. 'Lcs' 4. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE 3/4" FOR SLABS, 1-1/2" FOR BEAMS AND 1" FOR WALLS. ALL CONCRETE TYP. TOP. TYP. TOP. TYP. TOP. j EXPOSED TO WEATHER OR EARTH FILL SHALL HAVE MINIMUM CONCRETE COVER OF 2" FOR BARS LARGER THAN #5, 1-1/2" FOR #5 BARS OR SMALLER, AND 3" FOR ALL CONCRETE PLACED AGAINST EARTH. ALL CONCRETE PLACED AGAINST PERMANENT SHEETING SHALL HAVE #3 18 24 12 17 22 12 17 20 12 MINIMUM CONCRETE COVER OF 4". #4 25 32 15 22 29 15 20 26 15 CONSULTING STRUCTURAL, GEOTECHNICAL, 5. ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE AN AIR-ENTRAINMENT AGENT. #5 31 40 19 28 36 19 25 33 19 & ENVIRONMENTAL ENGINEERS 6. VERTICAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS MAY BE MADE AT CENTER OF BEAM AND SLAB SPANS WHERE STOP IN #6 46 60 23 42 54 23 38 50 23 CONCRETE WORK IN NECESSARY. LOCATION OF VERTICAL CONSTRUCTION JOINTS IN EXPOSED STRUCTURAL ELEMENTS SHALL BE 40-12 28TH STREET COORDINATED WITH ARCHITECTURAL DRAWINGS. VERTICAL WALL CONSTRUCTION JOINTS SHALL BE LOCATED SO AS TO PROVIDE A 60'-0" #7 54 70 27 49 63 2'T 45 58 27 LONG ISLAND CITY, NY 11101 MAXIMUM LENGTH OF CONCRETE PLACEMENT. SUCH JOINTS SHALL BE LOCATED AT CENTERLINES OF WALL SPANS BETWEEN SUPPORTS. #8 62 80 30 56 72 30 51 66 30 T:(718)706-7196 Email: info@set-ny.com 7. CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF CONSTRUCTION JOINTS TO THE #9 70 91 34 63 81 34 57 74 34 ARCHITECT FOR APPROVAL. ALL RIGHTS RESERVED#10 79 102 39 71 92 39 64 84 39 ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF 8. NO HORIZONTAL CONSTRUCTION JOINT WILL BE PERMITTED IN BEAMS, WALLS, AND SLABS UPLESS SPECIFICALLY SHOWN ON PLANS OR FURNISHED BY S.E.T., P.C. ARE AND WILL REMAIN THEIR SECTIONS. #11 109 142 62 98 127 53 89 116 53 PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY #14 OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. 9. ALL BEAMS AND SLABS TO BE POURED MONOLITHICALLY UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC AS REQUIRED FOR MECHANICAL TRADES #18 MECHANICAL SPLICE ONLY OWNER: BEFORE CONCRETE IS PLACED. #20 11. PIPES OR CONDUITS PLACED IN SLAB ON GRADE SHALL NOT BE SPACED CLOSER THAN 3 X DWETER OF PIPES AND CONDUITS PLACED IN SLAB ON GRADE SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 1/3 OF SLAB THICIIESS. ALUMINUM CONDUITS SHALL NOT BE STRAIGHT BAR DEVELOPMENT LENGT'H 'Ld' (in) FOUNDATIONS NOTES: PLACED IN CONCRETE. NO CONDUITS SHALL BE PLACED IN SLAB WITHIN 2"OF COLUMN FACE. 4000 PSI 5000 PSI 6000 PSI 1. FOOTING SHALL BEAR ON UNDISTURBED SOIL AND/OR SUPERVISED COMPACTED FILL, FREE OF FROST, SOIL BEARING CAPACITY IS 1.5 TSF IN 12. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. SIZE TENSION 'Ldt' TENSION'Ldt' TENSION'Ldt' THIS PROJECT. RETAINING/BASEMENT WALLS HAVE BEEN DESIGNED UTILIZING AN ACTIVE FLUID PRESSURE OF 40 PCF AND AN AT REST 13. FOR WATERPROOFING DETAILS AND LOCATIONS, SEE ARCHITECTURAL DRAWINGS. COMP. 'Ldc' COMP. 'Ld�� PRESSURE OF 50 PCF. ELEVATIONS ARE FOR ESTIMATING AND ARE SUBJECT TO REVISION WHEN THE TRUE CONDITIONS ARE REVEALED BY COMP. 'Ldc' TYP. TOP. TYP. TOP. TYP. TOP. EXCAVATION. CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY DOUBTFUL CONDITIONS. 14. FOR LOCATION OF FLOOR DRAINS, CURBS, CONCRETE PADS AND FLOOR DEPRESSIONS SEE AR,,HITECTURAL AND MECHANICAL DRAWINGS. #3 14 18 8 13 17 8 12 16 8 2. CONCRETE FOR FOOTINGS, PIERS, AND SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS 15. CHAMFER ALL EXPOSED CONCRETE CORNERS. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. #4 -- DOB NOW BUILD JOB # 19 25 9 17 22 9 15 20 9 UNLESS OTHERWISE NOTED ON DRAWINGS. B001 01 001 001 0-1 1 3. ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60,WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1$5. 16. REINFORCED CONCRETE DESIGN IS ULTIMATE STRENGTH DESIGN AS PER A.C.I. BUILDING CODE. (A.C.I. 318). #5\ 24 31 12 21 29 11 19 25 10 17. COORDINATE LOCATION OF SLOTTED INSERTS, WELD PLATES, AND ALL OTHER ITEMS TO BE EMBEDDED IN CONCRETE WITH #6 36 47 14 32 42 13 29 38 12 4. BEFORE ANY FOOTING IS PLACED, THE CONTRACTOR SHALL ESTABLISH BY SURVEY THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES, ARCHITECTURAL AND MECHANICAL DRAWINGS. TRENCHES AND PIPING TO REMAIN IN THE FINISHED WORK. THESE LOCATIONS SHALL BE SUBMITTED ON DRAWINGS TO THE ARCHITECT FOR #7 42 54 17 38 49 I 15 34 45 14 NOTE: REVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL EXISTING CONSTRUCTION AND SHALL REPAIR ANY DAMAGE 18. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT STRICTURES. TO THE SATISFACTION OF THE OWNER AT NO EXTRA COST TO THE OWNER. #8 48 62 19 43 56 17 39 51 15 STRUCTURAL ENGINEERING TECHNOLOGIES, P.C. HAS 19. ALL CONTRACTORS ARE REQUESTED TO EXAMINE THE DRAWINGS AND SPEC[FICATIONSCAREFULLY, VISIT THE SITE, FULLY INFORM #9 54 70 21 48 63 19 44 57 17 NOT BEEN RETAINED TO PERFORM CONTROLLED 5. THE ELEVATIONS OF THE FOOTINGS ARE BASED ON THE BORINGS WHICH CONSTITUTE THE BEST POSSIBLE INFORMATION AVAILABLE. THEMSELVES AS TO ALL EXISTING CONDITIONS AND LIMITATIONS, PRIOR TO SUBMITTING TH PROPOSAL. FAILURE TO VISIT THE SITE AND __I INSPECTIONS OF ANY KIND FOR THIS PROJECT. ACTUAL SITE CONDITIONS MAY NECESSITATE DEVIATIONS FROM THESE ELEVATIONS. ANY DEVIATIONS FROM, THE ELEVATIONS SHALL BE NOT FAMILIARIZING WITH THE EXISTING CONDITIONS AND LIMITATIONS WILL IN NO WAY REIEVE SUCCESSFUL BIDDER FROM FURNISHING #10 61 79 24 54 71 22 50 64 20 NOTED ON DRAWINGS AND SUBMITTED TO THE ARCHITECT AND EOR. FOR THEIR APPROVAL PRIOR TO CONSTRUCTION. ANY MATERIALS OR PERFORMING ANY WORK THAT MAY BE REQUIRED TO COMPLE-E VORK IN ACCORDANCE WITH DRAWINGS AND THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM SPECIFICATIONS WITHOUT ADDITIONAL COST TO OWNER. #11 84 109 27 75 98 24 69 89 22 ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY 6. SOIL UNDER FOOTINGS SHALL BE PROTECTED FROM FREEZING. - WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO 20. PROVIDE WATERSTOPS AT ALL CONSTRUCTION JOINTS IN BASEMENT WALLS AND CONCR=TE3LABS ON GROUND. #14 101 131 32 90 117 20, - 82 107 26 OBTAINING ALL REQUIRED PERMITS FROM THE 7. BOTTOMS OF ALL.EXTERIOR FOOTINGS SHALL BE AT LEAST 4 FEET BELOW FINISHED GRADE. #18 134 174 43 120 156 39 110 143 35 RESPECTIVE JURISDICTIONAL AGENCIES 8. CHANGES TO LEVEL OF FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE SOIL(ONE VERTICAL TO ONE HORIZONTAL). #20 159 206 48 142 184 45 130 168 45 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF THE ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR STANDARD HOOK GEOMETRY FOR DEVELOPMENT OF DEFORMED BARS SUCH WALLS MUST BE IN PLACE PRIOR TO BACKFILLING, OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD T14E: FULL FORCE OF THE IN TENSION BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. `r 10. *CONTRACTOR MIDST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO BACKFILLING. TYPE OF BAR SIZE MINIMUM INSIDE STRAIGHT I TYPE OF STANDARD HOOK HOOKED TENSION DEVELOPMENT LENGTHS'Ldh'(in) I100KED BAR STRAIGHT EXTENSION 'Lext' (in) 11. CONTRACTOR MUST PREVENT THE (FOUNDATIONS FROM BEING PUT IN JEOPARDY BY THE EXCAVATIONS FOR"UTILITIES, ETC. STANDARD HOOK BEND DIAMETER, in. EXTENSION L,,y in. I SIZE _�--_ 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER THE TOP OF THE F007NCS. �--POINT AT WHICH BAR IS DEVELOPED 4000 PSI 5000 PSI 6000 PSI 40!'O PSI 5000 PSI 6000 PSI 13. DEWATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. NO. 3 THROUGH NO. 8 6 db i I L dh 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO INSURE THAT THE STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT 90° #3 8 7 6 6 '- 6 F STRUCTURES WILL NOT BE COMPROMISED. END t�Q- #4 10 9 8 8 , 8 8 15. DOWELS FROM FOOTINGS INTO PIERS AND GRADE BEAMS SHALL BE THE SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT IN PIERS, 90- DEGREE HOOK N0.9 THROUGH NO. 11 g db 12 dm ��,� - BUTTRESSES, AND WALLS,AND SHALL BE EXTENDED 30 BAR DIAMETER IF NOT OTHERWISE NOTED. p�P #5 12 11 10 10 10 10 i � 1 2022-01-18 FOR REVIEW 16. CENTERLINES OF FOOTINGS,AND CENTERLINES OF PIERS, COLUMNS,AND BEAMS SHALL BE THE SAME UNLESS OTHERWISE NOTED. J #6 15 13 12 12 12 12 NO. 14 AND NO. 18 10 db � NO. DATE: DESCRIPTION 17. ALL REINFORCING BARS SHALL BE LAPPED AS PER EMBEDMENT AND SPLICE LENGTH SCHEDULE ON THE DRAWINGS. LAP GRADE BEAM TOP #7 17 15 14 14 14 14 REINFORCEMENT AT CENTER OF SPAN. LAP GRADE BEAM BOTTOM REINFORCEMENT AT SUPPORT. TERMINATE CONTINUOUS BARS AT REVISIONS: DISCONTINUOUS ENDS WITH STANDARD HOOKS. #8 19 17 16 15 15 15 PROJECT ~POINT AT WHICH BAR IS 18. CONTRACTOR SHALL SUBMIT DRAWI NGS SHOWING INTENDED PLACEMENT SEQUENCE AND LOCATION OF CONSTRUCTION JOINTS TO THE NO. 3 THROUGH NO. 8 6 db i� ( DEVELOPED #9 22 20 18 1 19 19 ARCHITECT FOR APPROVAL. FOUNDATION WALL CONSTRUCTION JOINTS SHALL BE LOCATED SO AS TO PROVIDE A 60'-0" MAXIMUM LENGTH L ah OF CONCRETE PLACEMENT. 1800 #10 25 22 20 21 21 21 460 MARION LANE, EAST BEND 19. VERTICAL CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE USED ONLY WHEN UNAVOIDABLE AND SHALL BE LOCATED AT LEAST 8'-0" 180- DEGREE HOOK �e- GREATER OF 4 id ANDS in. FROM ANY COLUMN LINE AND AT CENTER LINES BETWEEN SUPPORTS FOR GRADE BEAMS. NO.9 THROUGH NO. 11 8 db b o �� #11 34 30 28 23 23 23 MAR I O N, NY-1 1939 20. NO HORIZONTAL CONSTRUCTION JOINT WILL BE PERMITTED IN WALLS AND SLABS UNLESS SPECIFICALLY SHOWN ON STRUCTURAL I OAP #14 DRAWINGS. L ext #18 NOT PERMITTED DRAWING TITLE: 21. NO BACK FILLING SHALL BE DONE AGAINST UNBRACED FOUNDATION WALLS UNTIL CONCRETE HAS ATTAINED AT LEAST 75% OF ITS 28 DAY NO. 14 AND NO. 18 10 db STRENGTH, AND WALLS SUSTAIN NO MORE THAN T-O" OF EARTH PRESSURE. PROVIDE BRACING AT TOP CF WALLS (OR PROVIDE FLOOR #20 FRAMING) FOR WALLS SUSTAINING MORE THAN T-O"OF BACKFILL. [1]A STANDARD HOOK FOR DEFORMED BARS IN TENSION INCLUDES THE SPECIFIC INSIDE BEND DIAETER AND STRAIGHT EXTENSION LENGTH. --- 22. PROVIDE 4"MINIMUM DRAINAGE FILL BENEATH CONCRETE SLAB ON GROUND. IT SHALL BE PERMITTED TO USE A LONGER STRAIGHT EXTENSION AT THE END OF A HOOK.A LONG EXTENSION SHALL NOT BE CONSIDERED GENERAL NOTES TO INCREASE THE ANCHORAGE CAPACITY OF THE HOOK. NOTES FOR THE BAR LENGTH TABLES: 23. CONTRACTOR SHALL USE RIGID TEMPLATE TO INSTALL ANCHOR BOLTS. 1. THESE DEVELOPMENT AND SPLICE LENGTHS ARE COMPUTED FOR UNCOATED BARS IN THE ELEMENTS OF NORMAL WEIGHT CONCRETE WITH THE MINIMUM CLEAR COVER OF ONE BAR DIAMETER,THE MINIMUM CLEAR SPACING OF ONE BAR DIAMETER IN BEAMS AND COLUMNS, 24. CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION SLOPES ABBREVIATIONS EJ. EXPANSION JOINT N.T.S NOT TO SCALE . ELEVATION NO. NUMBER AND TWO TIMES THE BAR DIAMETER IN OTHER ELEMENTS. EL 25. IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8'-0" FROM ANY FOUNDATION WALL. IF IT IS EL. ELEVATION OR ELEVATOR No. NUMBER SEAL & SIGNATURE NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER THAN 8'-0"TO THE WALL, THE CONTRACTOR SHALL BETHE SOLE RESPONSIBLE PARTY ARCH. ARCHITECTURAL E.O.R. ENGINEER OF RECORD No. NEW YORK CITY BUILDING CODE 12-06-21 2. THESE DEVELOPMENT AND SPLICE LENGTHS SHALL BE MULTIPLIED BY ALL OF THE APPLICABLE FACTORS THAT FOLLOW: DATE: AND AT HIS OWN EXPENSE SHALL PROVIDE ADEQUATE SUPPORTS OR BRACE THE WALL TO WITHSTAND THE ADDITIONAL LOADS EQ. EQUAL # NUMBER A. REINFORCING WITH COVER OR SPACING LESS THAN THAT SPECIFIED IN NOTE1:....................X 1.30 Q'�� c SCALE: AS NOTED SUPERIMPOSED FROM SUCH EQUIPMENT. BC. BUILDING CODE EXIST. EXISTING B. EPDXY-COATED REINFORCING FOR TYPICAL REINFORCEMENT:..................................................X 1.50 �' 6 BLDG. BUILDING OC. ON CENTER C. EPDXY-COATED REINFORCING FOR TOP REINFORCEMENT:..........................................................X 1.31 C9`� >_i OG DRAWING BY: A.P. 26. FOR LOCATION OF FLOOR DRAINS,CURBS, CONCRETE PADS AND FLOOR DEPRESSIONS SEE ARCHITECTURAL AND MECHANICAL DRAWINGS BM. BEAM FL. FLOOR O/C ON CENTER D. REINFORCING PLACED IN LIGHTWEIGHT CONCRETE:......................................................................X 1.30 CHECKED BY: BOT. BOTTOM FLR. FLOOR OD. OUTSIDE DIAMETER _ 27. TOP REINFORCEMENT. IN SLAB AT PARKING OR CAR AREAS SHALL HAVE MINIMUM CLEAR COVER OF 1 1/2 INCHES. FND'N FOUNDATION w s�� G.J.C. j°' DWG NO: 3. 'Ld'CAN BE USED AS ACI CLASS A SPLICE; 'Ls'CAN BE USED AS ACI CLASS B SPLICE. o -,�� " CC. CENTER TO CENTER FT. FEET/FOOT PL. PROPERTY LINE C/C CENTER TO CENTER PSF. POUND PER SQUARE FOOT 4. USE TOP CONDITION FOR ANY HORIZONTAL BARS WITH MORE THAN 12 INCH OF FRESH CONCRETE BELOW. 6023`A FQ_Qo2.00 CFS COLD FORMED STEEL GC. GENERAL CONTRACTOR PROP. PROPOSED CL. CENTER LINE GA. GAUGE CMU. CONCRETE MASONRY UNIT GALV. GALVANIZED REINF. REINFORCED CLR CLEAR RQ'D. REQUIRED SHEET NO: 3 OF 6 COL. COLUMN HORIZ. HORIZONTAL CONC. CONCRETE SQ-FT SQUARE FOOT BSCAN STICKER CONST. CONSTRUCTION ID. INSIDE DIAMETER CONT'D CONTINUED IN. INCH T.O.C. TOP OF CURB T.O.S TOP OF SLAB DBO DESIGNED BY OTHERS LGS LIGHT GAUGE STEEL "row. TOP OF WALL DIA. DIAMETER TSF TON PER SQUARE FOOT DIST. DISTANCE MAX. MAXIMUM TYP. TYPICAL 0 DIAMETER MC MOMENT CONNECTION VIF. VERIFY IN FIELD DOB APPROVAL STAMP DIM. DIMENSION MTL. METAL VERT. VERTICAL DET. DETAIL MIN. MINIMUM DTL. DETAIL MISC. MISCELLANEOUS U.O.N UNLESS OTHERWISE NOTED DWG DRAWING W( WITH WT. WEIGHT 24141 30'-7 1/2"TO PROP, 101 11'-2" 10" 1 INE (22.0') TC-2' SEE NOTE 7 32.5 STRUCTU �.. TC-3 04 --------------------- e ENGINEERING ° d aLo 3 TECHNOLOGIES P.C. r r $$ 1 TC-3 I F 4 ° STEEL BM. w ° I N 2'-0"WIDE x V-0" POCKET DETAIL ( 111-4" Z o04 I DEEP WALL -' N I 0) FTG. REINFEINF.. CONSULTING STRUCTURAL, GEOTECHNICAL WITH 4 10"CONC. FDN.WALL I d p 3� #5 BOTT. CONT.,TYP. to & ENVIRONMENTAL ENGINEERS o a 0 oo _ ° I � 3'-6"x 3'-0"wooD �/ 40-12 28TH STREET o I - p w CD c I PLATFORM WITH , FOUNDATION PLAN (LONG ISLAND CITY, NY 11101 o co N o X I WOOD STEPS N n _ r n T:(718)706-7196 Email: info@set-ny.com N °° I a DOWN TO GRADE SCALE: 1/4 1 -0 ISEE NOTE 7 � � � ( _ co co 12"DIA x 48"DEEP SONOTUBES FILLED ALL RIGHTS RESERVED ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF W/CONC. NOTES: FURNISHED BY S.E.T., P.C. ARE AND WILL REMAIN THEIR TC-3 I PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY STEEL BM. TC-3 � 1. TOP OF CELLAR SLAB ELEV. IS 23.33'.4"CONCRETE SLAB ON GRADE REINFORCED WITH WWF 4x4-W4.OxW4.0 OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. POCKET DETAIL B 7 711 10" CONC. 2. $ DENOTES TOP OF GRADE ELEVATION. ALL ELEVATIONS ARE WITH RESPECT TO NAVD88. FO-203 I =zt FDN.WALL OWNER: 3. BOTTOM OF FOOTING ELEVATION IS AT 21.0' U.O.N.AS (........) I a �- L_ TC-3 4. TOP OF FOUNDATION WALL IS 8-6"ABOVE CELLAR. TC-2 ° TC-1 ° d ° ° ° 5. DENOTES THE LOCATION OF SIMPSON STRONG TIE TENSION ANCHORS, SEE SCHEDULE BELOW 12" DIA x 48"DEEP o SONOTUBES FILLED � - '-�_ ° I 6. P-1 DENOTES HSS4XO.188 STEEL POST UP OVER 1OX104/2" BASE PL.WITH 4-Y2"O X 8" F1554 HEADED W/CONC. I C-1 SEE NOTE 5 in iv � � � ° ANCHOR. TC-3I I 2'-0"WIDE x V-0" DEEP P_1G I 7. PROVIDE BILCO STAKWEL EGRESS WINDOW WELLS WITH LOAD BEARING COVERS AT LOCATIONS SHOWN T-6" HT.WOOD CONT.WALL FTG. REINF. L_ HANDRAILS WITH 4#5 BOTT. CONT., F1 6" I ° 6" ON PLAN TYP. d a DOB NOW BUILD JOB # : T-O"x 16'-0" PLATFORM WITH WOOD STEPS c° I d ° I I"�r� � 0 1'-0 B001010010010-I 1 DOWN TO GRADE HOLDDOWN SCHEDULE L � � I d TC-1 SIMPSON STRONG TIE LSTHD8/ = TC-3I I F1 I' 1`:--I ° I LSTHD8RJ WITH (20)0.148x 3 Y4'NAILS 12"DIA x 48"DEEP M _ L_�JJ ( TC-2 SIMPSON STRONG TIE HDU8-SDS2.5 10 GAGE SONOTUBES FILLED o F1 I NOTE: ° IN SIMPSON 7t� STRUCTURAL ENGINEERING TECHNOLOGIES P.C. HAS Wl CONC. TC-3 I " N 3 SEE NOTE 7 �� Ib TC-3 ISTHD14RJ WTOH (2)O'E48x 3 Ya'4NAILS NOT BEEN RETAINED TO PERFORM CONTROLLED " 7 Lo FO-202 I IINSPECTIONS OF ANY KIND FOR THIS PROJECT. 3-6 HT.WOOD �� N HANDRAILS FO-203 ° �P-1 Pr_1 3'-6"x T-0"WOOD �" � 'THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM .:1 ' I rl T I PLATFORM WITH WOOD �� ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY ° I C-1 I E, I STEPS DOWN TD GRADE 'WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO 3'-6" HT.WOOD ` F L_ I �, FOOTING SCHEDULE OBTAINING ALL REQUIRED PERMITS FROM THE HANDRAILS I I F1 7 BOTT REINF. TOP REINF. (RESPECTIVE JURISDICTIONAL AGENCIES iv 12"Dh x 48"DEEP MARK SIZE DEPTH REMARKS 1 �� 1 COLUMN FOOTINGS, FO-203 I SONOTUBES FILLED LONG DIR SHORT DIR LONG DIR SHORT DIR 3'-0" SEE FO-202 FOR DETAILS W/c(NC M I °12"DIA x 48" DEEP F-1 4'-0"X 4'-0" 1'-6" 5#5 5#5 - - I � � - SONOTUBES FILLED _ 2x4 VERT. STUDS @16"O.C. FULL W/CONC. SEE NOTE 5 I' 1 I L_`rJ HEIGHT BETWEEN CELLAR AND 1ST ^j I FLOOR WITH R13 FIBERGLASS d F1 I 3'-6"HT. W+)OD NOTE: 6'-1" J INSULATION +e"GYP. BOARD ON I HANDRAIL" POST INSTALLED ANCHORS ARE TC-1, F1 ONE SIDE WITH GRAB RAILS ° I PERMITTED FOR THIS PROJECT PROVIDE SMOKE to 7'-1 1" I ° T DETECTOR WITHIN UTILITY� ROOM HARDWIRED PER P-1 I r NEC 2020 CODE 7'-11" o F1 AI STAIRS WITH STEEL STRINGERS AND 2 SIM ! I 24'-3" WOOD STEPS DOWN TO THE CELLAR I ° I UTILITY ROOM ih E o WITH STANDARD"C" BILCO DOOR FO-202 I' 1° I J I T.O. WALL ELEV. 32.0' 20'_9" 1 2022-01-18 FOR REVIEW AT GARAGE DOOR I V-0 1/2" I 2 L_ E EQ ° I 1 " FO-202 I 1 F1 I ° STEPPED NO. DATE: DESCRIPTION T-0"STEEL DOOR 6-2 11/16 0o UP, I WALL FTG. REVISIONS: d � , _J L_ (28.0') (2s.o') PROJECT (22.0') a L� �+ ' ° d Ij Id ° TdC-1 ° ° ° ° ° I 10"CONC. FDN.WALL ° ° (22.0', ° I 460 MARION LANE, EAST _- 8'-9" 14'-111 13'-10" I 5 I MARION, NY-11939 SILL PLATE TO BE CONNECTED TO WOOD STAIRS BETWEEN EMERGENCY 2'-0"WIDE x 1'-0"CONT. FO-202 I ° ° 41 °if I WALL WITH%"0 F1554 HEADED WALL FTG. REINF. WITH CELLAR AND 1 ST FLOOR, C,RAGE ANCHOR WITH 8"EMBED. DEPTH SHUT-OFF SEE WOOD STAIR DETAILS. I ° I DRAWING TITLE: I SWITCH 4#5 BOTT. CONT. o @16"O.C. 2'-0"WIDE ° rn � WALL FTG. codM I ° 10' 6-3" T-1" T-4" 4'-5 1/2' 2'-4" 7'-111 4'-0" 64" I I FOUNDATION PLAN 3 ° I PROPERTY 6'-0" ° I FO-202 ( LINE ° UNEXCAVATED I I FREA o SEAL & SIGNATURE - SEE NOTE 5 � ._� SEE NOTE 5 1 TC 1 IP--1 —t (P-1 �P-1-1 �' I TC-1 FOR INFO. FOR INFO. ° TC-1 N I i I r:1 I e: J EJ LJ El M I L. J I - - L� DATE• 12 06 21 L_ L_CJ.J L_ J ;J L_:J 4 L_ J L_ J L_ I TC-1 I TC-1 v M1' SCALE: AS NOTED F1 F1 F1 F1 F1 F1 F1 F1 d IDRAWING BY: Fo-202 I C `,}\ A.P. I '• DWG NO: ,., CHECKED BY: G.J.C. ° 2'-O"WIDE x V-0"DEEP CONT. 8-2 1/2 13-4 1/2 I u 71 r t,4 I WALL FTG. REINF.WITH 4#5 d I � ��l�f �1� �' IBOTT. CONT.,TYP. '_ o ( 0 1 ° 21 1wI 10" CON WAFTG. v I d 1 � ;J FO-101 .00 E1N . WITH4T. NT. 1 V-5 1/2" FO-202 10"CONC. SEE I m 6 °°° I N - ° ° FDN.WALL + 2.8'x 1.7'WINDOW N��TE 5 ' C I I SHEET NO: 1 OF 3 L cc? ° FO-202 M I I ( I BSCAN STICKER I � I I ° (22.0') (2s.o') (2s.o') °d ° _ °— °n I TC-2 ° ° ° - ° ° It I ° TC- , L CoVO l!. I 1 I J ° a �•, -„� ° ° d 8 I N e FO-202 N d FO-203 I oo ( STEPPED L 10"CONC,FDN.WALL z I DOB APPROVAL STAMP 24'-Tv I 6'-6 1/2'I `� WALL FTG. 2T-1" v J L J I °d V-0"WIDE O - CONC. 31.5' n- a111r�y i l �'il'i.."� r CONC. BEAM STEPS 13'-9" 8'-3" 10'-81' 8'-2" 3'-6"HT.WOOD — w = f5E}ILLIII�U�'- i HANDRAILS O zLo C° T�iwi nF 5nt1T n+ e Lo I 71'-11 1/2" o a T NN Lo 0. a TOP OF FRAMED SLAB COLUMN, SEE BASE PLATE,SEE PLAN FOR DETAILS MIN. r PLAN FOR DETAILS TOP OF WALL RE°ING.AT $: STRUGTURAL TOP OF ENGINEERING WALL ? 3/16 WR!' TECHNOLOGIES P.C. 4" HIGH STRENGTH x FUTURE SLAB TO BE PLACED NON-SHRINK GROUT � — - - - - - - •. - - - - - - - - :. PLAN AND DE AL SLAB REINF. SEE #4 CONT. — T S #3 @ 12" PIERS TIES(11/1 N. 3 TIES 4-1/2" DIA. F 554 FOR DEPTH & EXTENT OF PER HEIGHT OF PIER) HEADED A CHOR BOLTS EXCAVATE AS REQ'D FOR PLACEMENT DEPRESSION SEE PLAN ° OF NEW FOOTING, CONSULTING STRUCTURAL, GEOTECHNICAL, CONCRETE PIER 16" 16" (MIN.) AND BACKFILL W/COMP.ACTED FILL SLAB REINF. & ENVIRONMENTAL ENGINEERS W/4#7 VERT _- SEE PLAN #4 CONT. &DEPTH � EXTENT OF A LEVEL BEARING MTR'L MIN. BRG.CAPACITY-2 TSF 4'-0" Ax 40-12 28TH STREET SEE PLANS FOR BOTT.OF FOOTING > DEPRESSION 4'-0" x x x x x x SEE PLAN LONG ISLAND CITY, NY 11101 P. #3 @ 12" B x x x x x x o T:(718)706-7196 Email: info@set-ny.com 1.1'-0"MIN. 4'-0" - ;.. . . . ,�. . .. x x x x x x ALL RIGHTS RESERVED FOOTING DOWELS SAME SIZE & /VA1 r�, RLQ'D FOR F'I_./1_F IL ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF F-° C = „ ' s` FURNISHED BY S.E.T., P.C. ARE AND WILL REMAIN THEIR NO.AS PIER VERT. REINF. F , Of flF.W FQC)1'IrlG,A ,:?I3/.C:^�I Il_I. Wtf;;C',F:PP. AC rE D FILL1 6 MIN. PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY MIN. 4" X 4" KEY NOTES: FOR 9" < "D11 G 30if OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. K' 1.ALL INTERRUPTED BARS IN EACH DIRECTION SHALL BE ADDL BARS EQUAL — — FOR ��D11 � 9�� TO 2 THE INTERRUPTED AREA, (OR 2#7 MIN. AT EACH SIDE OPENING. OWNER: 2.ALL ADD'L CORNER BARS AT OPNGS ARE 2#3 X 4'-0" (EACH FACE). 3. WHERE FDN. WALL OPENINGS ARE WIDE THAN 4'-0" CONTRACTOR SHALL SUBMIT LOCATIONS &DIMENSIONS TO ENGINEER FOR REDESIGN. TYPICAL POST DETAIL TYPICAL ADDL REINFORCEMENT AT CONC. TYPICAL DEPRESSION 1 SCALE: N.T.S. FOUNDATION WALL OPENINGS AND OF STEPS OF SLAB ON GRADE IN TOP & BOTTOM OF FOUNDATION WALL SCALE: N.T.S. SCALE: N.T.S. DOB NOW BUILD JOB # : BENTONITE WATERSTOP, B001010010010-11 TYP.AT ALL SLAB ON WALL REINF.TO RUN GRADE JOINTS THRU CONSTRUCTION NOTE: JOINT T/3 ADD'L#5 @ 12"X 5'-0" E.F. STRUCTURAL ENGINEERING TECHNOLOGIES, P.C. HAS NOT BEEN RETAINED TO PERFORM CONTROLLED ADD'L 2#5 X 5'-0' BENTONITEAT ALL SLAB ON INSPECTIONS OF ANY KIND FOR THIS PROJECT. ABOVE KEY&2#5 D/6 GRADE JOINTS WATERSTOP, SEE GROUND FLOOR 1"CLEAR TYP. X 5'-0"BELOW KEY o TYP. PLAN FOR SLAB REINF. THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY x x WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO c) V-0"MIN. ,'X f- I OBTAINING ALL REQUIRED PERMITS FROM THE RESPECTIVE JURISDICTIONAL AGENCIES ROUGHEN CONC. & COAT W/ F-� x x x/ X CEMENT GROUT BEFORE POURING NEW CONC. M o ADDL 2#6 X 5-0 BEAM REINF.TO RUN THRU T&B WHERE THERE ARE CONSTRUCTION JT. PERMITTED IN WALL AT ANY POINT 8-0 MIN.AWAY FROM NO CONT. TOP BARS - OPNGS.,COL CENTER: LINES OR FACE OF BUTTRESS ALL HORIZ. REINF.TO RUN THRU CUT TRANSFER BARS @OVERLAP a SEE ARCH. DWG'S. ,FOR CURB SIZE IN FOUNDATION WALLS aN GRADE BEAM 1 REINFORCEMENT TO SEE FDN PLAN UNLESS OTHERWISE NOTED 2#4 CONT. RUN CONT.THRU JT. D/3 FOR SLAB REINF. ON PANS OR SECTIONS M_ ROUGHEN — SURFACE #3 @ 12" E.F. x x -x x -x x x x io x x x x x x x x x x x o 6"COMPACTED POROUS FILL 1 2022-01-18 FOR REVIEW SEE SPECIFICATIONS TYP. NO. DATE: DESCRIPTION ifl 3-#5 CONT. co 1 A SLAB—G N—GRADE REVISIONS: o BENTONITE6\'ATERSTOP, PROJECT TYP. AT ALLSLAB ON ADD'L#4 @ 12" GRADE JOIWS TYPICAL CURB ON O.c. 4'-6" LG. IN SLAB TYPICAL SLAB ON GRADE 460 MARION LANE, EAST 4 D6SCALE: N.T.S. MARIONSLAB-ON-GRADE TYPICAL CONSTRUCTION JOISTSNY-11 939 SCALE: N.T.S 5:) SCALE: N.T.S. DRAWING TITLE: FOUNWALL DATION TYPICAL FOUNDATION PROVIDE BEAM POCKET AS REQ'D. FILL POCKET SOLID WITH CONCRETE DETAILS AFTER BEAM IS PLACED FIRST FLOOR, LTS o SEE STRUCT DWG'S SEAL & SIGNATURE 2'-0" LTS N FOR INFO. DOWEL FROM FTG TO MATCH VERTICAL DATE: 12-06-21 WALL REINF. TYP. � SCALE: AS NOTED 4 NEW STEEL BEAM CAME DRAWING BY: (MI - 5) SEE PLANS 7 o A.P. _ Y 1/4" FOR SIZE o "" h v CHECKED BY: G.J.C. M= ' DWG NO: NEW MIN.Y2"THICK X 6" BRG. PLATE, WIDTH - ' � CONCRETE TO BE EQUAL TO BEAM FLANGE WIDTHb�-�49 FO-2O 1 .00 WALL, SEE TYP. +2" ON EA. SIDE 60 �4 o DETAILS FOR REINF. DETAILS II 4"X 3" KEY O ' ' `V ` 1"GROUT LEVEL IN FOOTING AT N EXTEND ALL HORIZ/BARS INTO FOR FULL BEARING CENTER OF WALLS& HOOK OR PROVIDE KEYED SHEET NO: 5 OF 6 / \ / WALL TYP. EQUIVALENT DOWELS AS SHOWN CONCRETE 2_ Yz'�0 X0'-6" LONG BSCAN STICKER BRG. WALL 1 STEEL STUDS WELDED FOUNDATION WALL 2 OF FOR BOTTOM WHERE REINF. IS TO BRG. PLATE ELEVATION FOOTING DIFFERENT BEND &LAP ELEVATION SEE LARGER SIZE BAR FOUNDATION PLAN TYP. LEAN CONCRETE FILL TO DOB APPROVAL STAMP DEVELOP 1:2 SLOPE IN SOIL ' TYPICAL HORIZONTAL GRADE BEAM OR TYPICAL BEAM POCKET DETAIL ON CONCRETE TYPICAL STEPPED WALL FOOTING WALL REINFORCEMENT WALLS 7 SCALE: N.T.S. ,S °-- — (::9 SCALE: N.T.S SCALE: N.T.S xry. e 2x8 LEDGER BOARD TYP. FASTENED TO BUILDING WITH I ," TIMBERLOK COUNTERSUNK I ": '' STRUCTURAL FACADE.SEE SCREWS ENGINEERING ARCH. DWGS. � TECHNOLOGIES, P.C. 10" FDN.WALL. SEE PLAN FOR REINF. (( F SIMPSON JOIST HANGERS AS REQ'D '4 #3X36" LONG SEE STRUCT. DWGS. 3 @18"O.C. �a FOR POST INFO. HEADED STUDS PRE-SET � 1 6"GRAVEL 2x6 ACQ SILL PLATE • • I/— SIMPSON H3 TIE CONSULTING STRUCTURAL, GEOTECHNICAL, COPPER COATED TERMITE: 0 o CELLAR SLAB. SEE x—x—x—x—x x x—x—x—x— & ENVIRONMENTAL ENGINEERS SHIELD-OVER-SILL SEAL TOP OF GRADE ELEV. PLAN FOR SIZE AND z VARIES 31.5O 32.5' REINF. � 'T ^� \� �-\o\o( � � 40-12 28TH STREET TOP OF CELLAR � \'� LONG ISLAND CITY NY 11101 %110 ANCHOR BOLT W/3xcl //\// // \ \ \ // \\ // SLAB ELEV. 23.33' \/ �\ ' SQUARE WASHER AND NUT /\\�\�\�\/\\\\\\\\\ \ j/�10x10x� (3)2x8 ACQ GIRDER T:(718)706-7196 Email: info@set-ny.com (TYP.) �, % GRADE TO SLOPE x—x—x x—x—x '/ �/BASE PLATE (BOX IN) SPACING TO BE 36 O.C.AND \\ AWAY FROM BLDG. • • �\ \\ 2x8 RR @16"O.C. WITHIN 12"OF CORNERS AND / J - ALL RIGHTS RESERVED 1 '' ' ' ' ' ' \ ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF INTERSECTIONS \\ \C\o �/ 3'-6"HT. FURNISHED BY S.E.T., P.C. ARE AND WILL REMAIN THEIR 2x6 CJ @16"O.C. RAILINGS, PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY \' TYP. PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. #4 HORIZ. BAR @113 O.C. CONC. FTG. BOTT. OF FTG. 60 KSI %\ \\\�\\\\�\\\\\\�\\ L BOTT. SEE PLAN ELEV. 20.83' 10" PC WALL \ CONC. FTG. ELEV.�F WALL FTG. (3) PORCH POST O (MIN. 6x6 ACQ) OWNER: SEE PLAN 3500 PSI \\ #4 VERT. BAR @24"O.C. / SLAE TO BE MIN.6 THICK 60 KSI \� SECTION 2 SECTION 3_ 6x6 1 /10 W I M OVER#4 W/ ,\ " - '- " SCALE: 3/4" = 1'-0" #4 24"o REBA @24� C. E.W. • \/ SCALE: 3/4 — 1 O IMPSON ABU POST BASE BITUMINOUS HUR�jICANE STRAP 30"DOWEL TO MATCH %\ COATING I AX 7%"RISERS, DOB NOW BUILD JOB # : \\; x—VERT. REINF. IN. 9"STRINGERS <°EXT.WALL(TYP.) a B001010010010—I 1 /\• #3 NOSING BAR(TYP.) \/ CONT. 6" PVC WATER STOP Ys EXPANSION JOINT 2x6 ACQ SILL #5 REBAR / a -I _ e 2x4 KEYWAY PLATE @16"O.C. e ALL FILL BENEATH TOP OF GRADE 4"CONC. SLAB / 4"CONC. SLAB / #4 REBAR CONC. SLABS TO BE #4 @24" - 1- a NOTE: ANCHOR / EXPANSION COMPACTED TO 95" O.C. E.W. -f „ 18 O.C. , / e i / i i /, / /. //. /� x—x—x—x—x BOLT COPPER COATED g„ 3-0 APRON JOINT TYP. °� RELATIVE DENSITY \/j /� / STRUCTURAL ENGINEERING TECHNOLOGIES, P.C. HAS / MIN. PITCH \-�\ BOTT. OF WALL FTG. TERMITE SHIELD $ i % a '/ //j ELEV. 22.0 U.O.N. ON PLAN 6x610/10 WWF z / \\\\/\ \/ \ d ° d \ \ NOT BEEN RETAINED TO PERFORM CONTROLLED \ \ #4 REBAR x—x—x—x—x—x DRIVEWAY INSPECTIONS OF ANY KIND FOR THIS PROJECT. #4 REBAR d , \,� (�( A °. .' % THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM x--x —x x—x—x , 1 r' /. 2#3 HORIZ. REBAR % \ V / \ / / / \\\\\ /\ ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY (, \ l C )n( . __ 1 / WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO \�\\\ i\ :\\. \�c )v\U,.\UJ ° /� CONC. BEAM \ i� SECTION 1 w w w / < e >� �,1 i_�,r,�, �,—�,��r�,-_�,�,��,�r \ OBTAINING ALL REQUIRED PERMITS FROM THE \ 6x6 10/10 WWF d )\ � �4 )' I ,e \ j/\ RESPECTIVE JURISDICTIONAL AGENCIES SCALE: 3/4" = 1'-0" 2 d % 2#5 \i1 a o /\ d LGRADE BEAM BEYOND a a n d O a ° d00 ° a #4 REBAR ° d e d n e� GARAGE FOUNDATION GARAGE ENTRANCE SECTION \ 5 SCALE: 1/2" = 1'-0" V SCALE: 1/2" = 1'-0" SECTION 4 SCALE: 1/2" = 1'-0" 1 2022-01-18 FOR REVIEW NO. DATE: DESCRIPTION REVISIONS: FACE-MOUNT FLOOR JOIST PROJECT HANGERS OR OR LANDING — CLIP ANGLES (NAILED) —C 460 MARI O N LANE, EAST MAX.7 Yt'RISERS, MIN. 9"TREADS + STUDS �� HOLDOWN MARION , NY-11939 HOEDOWN BEARING PLATE DRAWING TITLE: 2x CONT. R DOUBLE JOISTS OR WOOD BEAM FLR SEE SCHEDULE DIA ROD FOUNDATION SECTIONS AND SHT' ON FO-101 FOR DETAILS I 12 L SEE STRUCT DRAWINGS SEE STRUCT DRAWINGS ° HTG. MIN. 2x10 WOOD 5°SLOPE MAX. FOR POSTS SIZES FOR POSTS SIZES ;; DETAILS STAIR STRINGER �� 1 ° • SEE FO-101 • °r° • • FOR STRAP DETAILS SEE FO-101 FOR POST SIZE • COUPLER °• . AND LOCATION + SEE STRUCT DWG'S • U a FOR STRAP DETAILS :: + � • SILL PLATE AND LOCATION SEAL & SIGNATURE + _ DATE: 12-06-21 + L3x3x%4'x 6"LONG TOP OF CONCRETE • • ��-�r`' SCALE: AS NOTED ° ' • c CONCR. FDN WALL, t;.. CONCR. FDN WALL, eY` , FLOOR JOISTS °'.. . , :' :° : . .1"5"fAAX.'. °a DRAWING BY: A.P. ,. ° SEE FO-101 FOR ;, :.- SEE FO-101 FOR (SEE PLANS �"DIA HOOKED °. °" ° " • .• REINF. DETAILS '{•�;?: /m REINF. DETAILS CHECKED BY: G.J.C. FOR SIZE& (2)8"0 LAG SCREWS ° s ° ° SPACING °.: TENSION RODS WITH °' •d ' a ' (2)3/"0 EXPANSION ° MIN 8 EMBED INTO , YJ�' DWG NO: CONC. SLAB BOLTS INTO SLAB CONCRETE I a.a. • °. '• IN DOUBLE JOISTS °• ° ° ° ° 4 e ° end distance STHD Edge Installation �l i ON GRADE ° '' x"min. q"M Simpson Strong-Tle OR WOOD BEAM CONCR. FDN WALL, °. ;. ° ° a . "• ° z g ,� . �� `�' FO-202.00 SEE FOA01 FOR DETAILS ° a '.. ��.�' ° a a HEADED ANCHORS CAN BE ISOMETRIC VIEW PLACED IN LIEU OF HOOK SIDE VIEW AT CORNER AT M I DLENGTH ISHEET NO: 1 2 OF 3 \\z ANCHORS BSCAN STICKER TYPICAL WOOD STAIR DETAIL HOLDOWN RAISED OFF SILL PLATE TYPICAL DETAILS TENSION STRAPS TYPICAL DETAILS SCALE: 1"=l'-o" NTS NTS DOB APPROVAL STAMP ..( STRUCTURAL ENGINEERING j TECHNOLOGIES, P.C. FACADE. SEE 31-6" HT. �. ARCH. DWGS. RAILINGS, TYP. �. t CONSULTING STRUCTURAL, GEOTECHNICAL, 3'-6" HT. & ENVIRONMENTAL ENGINEERS RAILING, TYP. C. 40-12 28TH STREET E 6"SLAB E.W.. o LONG ISLAND CITY, NY 11101 WWF T:(718)706-7196 Email: info@set-ny.com 1 #3 CONT. x x—x x- -x ALL RIGHTS RESERVED ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF \�\/\/\/\/\/\\ • • FURNISHED BY S.E.T., P.C. ARE AND WILL REMAIN THEIR 3'-0" L NG PLAIT ORM ` PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. / %\ OWNER: \� 0 ° (2)3/8"0 LAG SCREWS \\ TOP OF GRADE 0 2x6 ACQ SILL PLATE \ COPPER COATED TERMITE • c /� // // /� /��/ / �� SHIELD-OVER-SILL SEAL. \\\\\\\\\\\\\ \\\ j\/ \\\\ 2#3 HORIZ. REBAR \/ 0 ANCHOR BOLT W/3x3 (TYP.) SQUARE WASHER AND NUT • \ \\ DOB NOW BUILD JOB # : SPACING TO BE 36"O.C.AND GRADE TO SLOPE a \\ \/ AWAY FROM BLDG. \ B001010010010-11 WITHIN 12"OF CORNERS AND \ \\ o INTERSECTIONS a DIA.A307 ANCHOR BOLT W/4"HOOK CONC. GRADE �\ 12" DIA.x 48"DEEP BEAM X/ \ NOTE: SONOTUBE FILLED WITH CONCRETE STRUCTURAL ENGINEERING TECHNOLOGIES, P.C. HAS NOT BEEN RETAINED TO PERFORM CONTROLLED a a INSPECTIONS OF ANY KIND FOR THIS PROJECT. 2#5 a THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY ��% WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO -0 OBTAINING ALL REQUIRED PERMITS FROM THE RESPECTIVE JURISDICTIONAL AGENCIES SECTION 7 SECTION 8 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" 1 2022-01-18 FOR REVIEW NO. DATE: DESCRIPTION REVISIONS: PROJECT 460 MARI O N LANE, EAST MARION, NY-11939 DRAWING TITLE: FOUNDATION SECTIONS SEAL & SIGNATURE DATE: 12-06-21 SCALE: AS NOTED .,�. , DRAWING BY: A.P. � ,..- f CHECKED BY: G.J.C. C' DWG NO: FO-203.00 SHEET NO: 3 OF 3 BSCAN STICKER DOB APPROVAL STAMP 24'-0" 12'-O" 011 30'-7 1/2"TO PROP. LINE 10" 32.5' (23.1T) TC-2 SEE NOTE 7 STRUCTURAL 32.5' o j £ E GI EE G TECHNOLOGIES, P.C. 6 _.-_____.__v__•____w _ 11'-2" TC-3 STEEL BM. „ „ POCKET DETAIL I „ 20 WIDE x 10 DEEP -- I 11 -4 � z I I N CONT.WALL FTG. a i I REINF.WITH 3#5 10" CONC. FDN.WALL I c O � BOTT. CONT.,l-YP. � CONSULTING STRUCTURAL, GEOTECHNICAL, & ENVIRONMENTAL ENGINEERS z ° — I 40-12 28TH STREET C) O I 3-6 x 3-0 WOOD o I I _ O °' N I PLATFORM WITH co FOUNDATION PLAN LONG ISLAND CITY, NY 11101 bo v I c_ 0 X WOOD STEPS SEE NOTE 7 3: I DOWN TO GRADE N SCALE: 1/4" — V-0" T:(718)706-7196 Email: info@set-ny.com 12" DIA x 48"DEEP M SONOTUBES FILLED ALL RIGHTS RESERVED ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF 20"WIDE x 10" DEEP W/CONC. NOTES: FURNISHED BY S.E.T., P.C. ARE AND WILL REMAIN THEIR 10" 10" 14'-0" CONT.WALL FTG. TC-3 I j,:I PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY i REINF. WITH 3#.5 STEEL BM. TC-3 1 1.TOP OF CELLAR SLAB ELEV. IS 24.33'.4"CONCREI l:SLAB ON GRADE REINFORCED WITH WWF 6x6-W2.OxW2.0 OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. BOTT. CONT.,TYP. POCKET DETAI04 EQ. EQ. 7 10"CONC. 2. DENOTES TOP OF GRADE ELEVATION.ALL ELEVATIONS ARE WITH RESPECT TO NAVD88. OWNER: FO-203 I _ FDN.WALL 00 3. BOTTOM OF WALL FOOTING ELEVATION IS AT 23.17' U.O.N.AS (........) L TC-3 (23.17') TC1 I 4.TOP OF FOUNDATION WALL IS 8-8"ABOVE CELI./�_S. ` 5 DENOTES THE LOCATION OF SIMPSON STRONG TIE TENSION ANCHOR SEE SCHEDULE BELOW i o r; S, "— e 6. P-1 DENOTES HSS4XO.188 STEEL POST UP OVER 10X10XY2"BASE PL.WITH 4-Y2"O X 8" F1554 HEADED TC-1 SEE NOTE 5 in J ANCHOR. 12" DIA x 48"DEEP �J I 7. PROVIDE BILCO STAKWEL EGRESS WINDOW WELLS WITH LOAD BEARING COVERS AT LOCATIONS SHOWN SONOTUBES FILLED J 4„ 4" ON PLAN . w/CONIC. _ DOB NOW BUILD JOB # : IX X I I CD X I'II d I N -- I t 1'-0° HOLDDOWN SCHI_.DULE W - ' N co N F�,� B001010010010-11 PLATFORM WITH I I L"J ' v I SIMPSON STRONG TIE LSTHD8/ WOOD STEPS I 'I I I I ( L_.J P-1 I TC-1 DOWN TO GRADE I LSTHD8RJ WITH (20)0.148x 3 Y4° NAILS CJ NOTE: i DN co � . L J I TC-2 SIMPSON STRONG TIE HDU8-SDS2.5 10 GAGE v co F1 3 ( SEE NOTE 7 SIMPSON STRONG TIE STHD14/ STRUCTURAL ENGINEERING TECHNOLOGIES, P.C. HAS • io N I TC-3 STHD14RJ WITH (2)0.1-�48x 3 Y4" NAILS NOT BEEN RETAINED TO PERFORM CONTROLLED �n ......................... ... ......... ..... ......... ............. ...... ........................... ..... I ici FO-202 INSPECTIONS OF ANY KIND FOR THIS PROJECT. N N y P-1" �',� I 3'-6"x 3'-0"WOOD THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM 12" DIA x 4.8" DEEP j• • I I fir, 't �, PLATFORM WITH WOOD ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY SONOTUBES FILLED I ( I`I I'I I �-� I CJ I I STEPS DOWN TO GRADE WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO W/CONC. I ( I— ! L- J I FOOTING SCHEDULE OBTAINING ALL REQUIRED PERMITS FROM THE RESPECTIVE JURISDICTIONAL AGENCIES ( I 7 I BOTT REI+IF. TOP REINF. COLUMN FOOTINGS, 12 DIA x 48 DEEP MARK SIZE DEPTH REMARKS C'! ' i' • I' • 'I• I 3'-0" ' fD "' SEE FO-202 FOR DETAILS FO-203 SONOTUBES FILLED iv LONG DIR SFORT DIR LONG DIR SHORT DIR w in Q I j WI CONC. M F-1 4'-0"X 4'-0" V-6" 5#5 5#5 - - 2X10 @16 O.C. I I 2X10 @16 O.C. I II P-1" • I• - ��;� 2x4 VERT. STUDS @16"O.C. FULL I" L HEIGHT BETWEEN CELLAR AND 1ST n FLOOR WITH R13 FIBERGLASS , 9 I :I I l l LJ F1 3-6 HT.�VOOD NOTE: INSULATION +5"GYP. BOARD ON L — ONE SIDE WITH GRAB RAILS I HANDRAILS POST INSTALLED ANCHORS ARE 0? FO-203 I I 6-1 l T�,-1' F'1�� SEE NOTE 5 00 J'• _ ' I PERMITTED FOR THIS PROJECT ' co ILD T 11" b r- PROVIDE SMOKE TC / DETECTOR WITHIN UTILITY 12" DIA x 48" DEEP r 11 �% ROOM HARDWIRED PER FT4C- FP-SONOTUBES FILLED I 7-11 NEC 2020 CODE4 ) W/CONC. 1 I � sI w F1 , STAIRS WITH STEEL STRINGERS AND I 4 WOOD STEPS DOWN TO THE CELLAR I ° 2 SIM l UTILITY ROOM is i I 24-3 b WITH STANDARD C BILCO DOOR FO-202 �� ( ,� >; I T.O.WALL ELEV. 32.0' 2o'-9'� 1 2022-01-18 FOR REVIEW 11'-0 1/2" I ( I 2 LL, L JJ I AT GARAGE DOOR 1 I i NO. DATE: DESCRIPTION 1 j ; �' F 1 E EQ 6'-211/1611 FO-202 s UP, I. I STEPPED 3-0 STEEL DOOR WALL FTG. REVISIONS: (23.17) 1_ I L (28.0') (28.0') PROJECT I -r (23.17') 10"CONIC. - I ► 460 MAR I O N LANE EAST FDN. WALL (23.17') 8'_9" 14'-1" 13'-10" ( I MARION, NEW YORK ° WOOD STAIRS BETWEEN I 5 . SILL PLATE TO BE CONNECTED TO 20 WIDE x 10 CONT. a ' WALL WITH%"0 F1554 HEADED EMERGENCY WALL FTG. REINF.WITH CELLAR AND 1ST FLOOR, GARAGE FO-202 ANCHOR WITH 8"EMBED. DEPTH SHUT-OFF SEE WOOD STAIR DETAILS. I I DRAWING TITLE: I I I o @ SWITCH 3#5 BOTT. CONT. 2'-0"WIDE _ 16"O.C. WALL FTG. 10; I 6'-3" 7'-1" 3'-4" 4'-5 1/2" 2'-4" 7'-1" 4'-0" 6'-4" FOUNDATION PLAN I PROPERTY 6'-0° I 3 I LINE FO-202 I I U N EXCAVATED SEE NOTE 5 AREA SEE NOTE 5 P-1 P-1' --� Pr-1 f-1 P-1 P-1 P-1 Pr-1 TC-1 FOR INFO. FOR INFO. TC-1 N I SEAL & SIGNATURE TC-1 I I �r;I� �C, I I �-1 7,1 !r,� �� r1� I r�� LJ CJ CJ CJ LJ ❑ LJ L� I i DATE: 12-06-21 J L- J L- L_ Tc-1 I TC-1 SCALE: AS NOTED L- J L-3 J L- , L. J L_ 4 F1 F1 y F1 F1 F1 F1 F1 F1 FO-202 ` DRAWING BY: I _�:j A.P. 5 I 20"WIDE x 10"DEEP1/2" I I 8-2 v2 13-4 4 CHECKED BY: G.J.C. CONT.WALL FTG. I I - v t'Y? ' r�^'i DWG NO: REINF.WITH 3#5 �f'� - o BOTT. CONT., TYP. 20 WIDE x 10 CONT.WALL FTG. FO-101 .00 b I 1 ti I REINF. WITH 3#5 BOTT. CONT. f I _" FO-202 "' r 10"CONC. SEE I I I 6 00 FDN.WALL 2.8 x 1.7 WINDOW NOTE 5 ifl . I I FO-202 I SHEET NO: 1 OF 3 I I BSCAN STICKER (23.17') (28.0') (28.0') . TC-2 ITC- L — — L4 ' ^ .) :if Y 11'-5 1/2" (23.17') TC-1 L/. PORCH ( 1 8 FO-202 N I r FO-203 I I oo STEPPED 10"CONC.FDN. WALL - z I LO ' N WALL FTG. I {�,'CLOL� �1 DOB APPROVAL STAMP 32.0' 24'-7" 6'-6 1/2" LO L I I o S E° 2 8 2023 3'-6" HT. WOOD � HANDRAILS WOOD 31.5' O STEPS 13'-9" 27'-1° I— I T ';�TT,T)T`1r.T`T'TT. 12"0 x 48" DEEP CO SONOTUBES FILLED F- � I WITH CONC. 71'-11 1/2" o p a 2x8 LEDGER BOARD TYP. FASTENED TO BUILDING WITH 8 . STRUCTURAL .. I .. S p{WUCTU L TIMBERLOK COUNTERSUNK 10" FDN.WALL. SEE PLAN FOR REINF. SCREWS ENGINEERING FACADE. SEE (, TECHNOLOGIES, P.C. ARCH. DWGS. \ / _ SIMPSON JOIST s t HANGERS AS REQ D s r Al TOP OF WALL 1 ELEV. 33.0' • • ( 3 \ i i DOUBLE 2x6 ACQ CELLAR SLAB. SEESEE 1 SILL PLATE PLAN FOR SIZE AND STRUCT. DWGS. FOR POST INFO. (4) "0 F1554 PRE-SET SIMPSON H3 TIE CONSULTING STRUCTURAL, GEOTECHNICAL, _.__.- .... REINF. FO......._................... .__ __._ ...._._ . . 0X36" LONG HEADED STUDS TOP OF CELLAR COPPER COATED TERMITE —� SLAB TOP F CELLAR @18"O.C. Y4 10x SLAB ELEV. 24.33' 10xe & ENVIRONMENTAL ENGINEERS SHIELD-OVER-SILL SEAL BASE PLATE 6" GRAVEL ` 40-12 28TH STREET <7 TOP OF GRADE ELEV. VARIES31.5'T032.5' x—x—x x—x—x x—x—x—x—x x—x—x x—x LONG ISLAND CITY, NY 11101 0 ANCHOR BOLT W/3x3 —� ?,:`:{'' `., `:.'i } • • ;;y;:. ' ' `'-` T:(718)706-7196 Email: info@set-ny.Com SQUARE WASHER AND NUT r a. tJ. Q GIRDER • / . , / ,/ (BOX I ) (TYP.) , • • :,4' `;. `.;' ';�''i;` 2x8 R 6"O.C. \/.\ /�a \\�\' /, ;\ I /;;' \j R @1 B N ALL RIGHTS RESERVED SPACING TO BE 36 O.C.AND \/ /f ,' \• " ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF \ \ \ 3 6 HT. FURNISHED BY S.E.T. P.C. ARE AND WILL REMAIN THEIR WITHIN 12"OF CORNERS AND / „ INTERSECTIONS \j GRADE TO SLOPE ,• �\ \ \•-','_,��, L ;-/ /j; 2x6 CJ @16" O.C. ' AWAY FROM BLDG. CONC. FTG. BOTT. OF WALL FTG. �' '� RAILINGS, PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY ' SEE PLAN ELEV. 23.17' BOTT. OF FTG. TYP. (OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. CONC. FTG. , #4 HORIZ. BAR 16"O.C. ,/ SEE PLAN ELEV. 22.00 WNER 60 KSI �.; " ./ `\; \` -\ \ i \// ,\/ •� ;� ri\ �\�� `/� (3)PORCH POST 10" PC WALL %�' (MIN. 6x6 ACQ) .......... ......... ... ........... 3500 PSI _.._ ___...._ f ! WOOD PLATFORM 0 KSRT. BAR @24"O.C. / SECTION 2 SECTION 3 i AND STAIRS X, PROVIDE DAMP PROOFING/ �� _ n SIMPSON ABU POST BASE BITUMINOUS COATING SCALE: 3/4" = 1'-0" SCALE: 3/4 — 1 -0 I W/HURRICANE STRAP /\� ! DOB NOW BUILD JOB # : r MAX 7 Y2" RISERS, 30" DOWEL TO MATCH � /'� EXT.WALL (TYP.) MIN. 9"STRINGERS g001010010010-I 1 VERT. REINF. -� DOUBLE 2x6 ACQ G "' (2)%"0 LAG SCREWS %X 2x6 ACQ SILL #5 REBAR / SILL PLATE Y2"EXPANSION JOINT • PLATE @16"O.C. / TOP OF GRADE ANCHOR 4"CONC. SLAB / EXPANSION (NOTE: \' BOLT COPPER COATED 3'-0"APRON JOINT TYP. /ir/ '` /%/% • ./i.-%i. .-,/ A%i� - `` / ' �i/: / TERMITE SHIELD MIN.8"PITCH o STRUCTURAL ENGINEERING TECHNOLOGIES, P.C. HAS 4" CONC. SLAB % 6x6 10/10 WWF NOT BEEN RETAINED TO PERFORM CONTROLLED r CONT.6 PVC WATER STOP #4 REBAR 7 x—x—x—x—x—x ^_ DRIVEWAY INSPECTIONS OF ANY KIND FOR THIS PROJECT. TOP OF SLAB \ =X ^_. 4. a ELEV.24.33' / 2x4 KEYWAY -,' :f k%' ;' %" x --, x ,� /8 DIA.A307 ANCHO THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM \ x—x—x x—x—x ''';' '' 'i :,. Imo'`'-j ' / BOLT W/4" HOOK .ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY X-X-X-X-X 'WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO // / ;.•/ / !- 12 DIA.x 48 DEEP (OBTAINING ALL REQUIRED PERMITS FROM THE r /. BOTT. OF WALL FTG. - o SONOTUBE FILLED r /' `'' �/ '� ^ %\ 6x6 10/10 WWF I '•�• I RESPECTIVE JURISDICTIONAL AGENCIES \/� �,�� i ELEV. 23.1T U.O.N. .' /� #4 REBAR /\ ON PLAN WITH CONCRETE 8" bo #4 REBAR _. SECTION 1 1,_4e 1' -4" SCALE: 3/4" = 1'-0" GARAGE FOUNDATION &S, ARAGE ENTRANCE SECTION 5 SCALE: 1/2" = 1'-0" ALE: 1/2" = 1'-0" SECTION 4 SCALE: 1/2" = 1'-0" 1 2022-01-18 FOR REVIEW NO. DATE: DESCRIPTION REVISIONS: FACE-MOUNT FLOOR JOIST PROJECT HANGERS OR OR LANDING CLIP ANGLES (NAILED) -C 460 MARI ON LANE, EAST MIN. 9"T TREARISERDS STUDS MARION, NEW YORK MIN. 9"TREADS + HOEDOWN HOLDOWN BEARING PLATE DRAWING TITLE: 2x CONT. R DOUBLE JOISTS OR WOOD BEAM DIA ROD SEE SCHEDULE FOUNDATION SECTIONS AND FLR. ON FO-101 FOR DETAILS I 12L SEE STRUCT DRAWINGS SEE STRUCT DRAWINGS SHTG. MIN.2x10 WOOD � 5°SLOPE MAX.� � �� DETAILS STAIR STRINGER • 1 FOR POSTS SIZES FOR POSTS SIZES SEE FO-101 • • ° FOR STRAP DETAILS FOR POST SIZE • COUPLER °° . AND LOCATION SEE STRUCT DWG'S SEE STRAP e e SEAL & SIGNATURE + C • 0 s FOR STRAP DETAILS + 0 SILL PLATE AND LOCATION ° ° DATE: 12-06-21 . . + TOP OF CONCRETE ° ° SCALE: AS NOTED L3x3xY4"x 6" LONG °' • d �° "°• CONCR. FDN WALL, s � CONCR. FDN WALL, , d {� DRAWING BY: A.P. FLOOR JOISTS u P.. . :° ` - =1.5"VPd X:' •d 9 . - , ; ° SEE FO-101 FOR SEE FO-101 FOR C, (SEE PLANS �" DIA HOOKED a- = ° ' . .. REINF. DETAILS '`•. = I REINF. DETAILS `� '`" ^ '" `',t ® CHECKED BY: G.J.C. FOR SIZE& (2)%8"QJ LAG SCREWS o 8 n : . e d ° •' , '? "ui W I��.�.-0 SPACING) TENSION RODS WITH _ - — (2)3/"0 EXPANSION °Q MIN 8" EMBED INTO • . . -,`.d ,) /I I X DWG NO: CONC. SLAB CONCRETE p Simpson Strong-Tie 4t� FO'2�2.�0 BOLTS INTO SLAB '-d- °• "min. 4"MIN 6 G G DOUBLE JOISTS D O d ' Q ° :° '. • and distance STHD Edge Installation OR WOOD BEAM o: ° . ,o: . - ,:•;`.,: n -� ..�: r ON GRADE CONCR. FDN WALL, {{ o. ..o • °- w SEE FO-101 FOR DETAILS 1,1 ° A �.,. ;�, ,•�, r HEADED RS CAN =J "S ISOMETRIC VIEW PACED NN LIEU OOF HOOK E SIDE VIEW AT CORNER AT MIDLENGTH SHEET NO: 2 OF 3 ANCHORS BSCAN STICKER TYPICAL WOOD STAIR DETAIL HOLDOWN RAISED OFF SILL PLATE TYPICAL DETAILS TENSION STRAPS TYPICAL DETAILS SCALE: 1"=1'-0" NTS NTS DOB APPROVAL STAMP STRUCTURAL ENGINEERING ,.. TECHNOLOGIES, P.C. FACADE. SEE ARCH. DWGS. 3-6 HT. RAILINGS,TYP. l �........... .. . . ...................... .............. I j ' CONSULTING STRUCTURAL, GEOTECHNICAL, 3'-6" HT. & ENVIRONMENTAL ENGINEERS RAILING,TYP. 40-12 28TH STREET 16"SLAB @24,, LONG ISLAND CITY, NY 11101 j O.C. E.W. T:(718)706-7196 Email: info@set-ny.com I I WWF I I ! 1 #3 CONT. x x—x x— —x ALL RIGHTS RESERVED ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF Lj \, ..\ \i ''� • • FURNISHED BY S.E.T., P.C. ARE AND WILL REMAIN THEIR 3'-0" LONG PLATFORM PROPERTY. THEY ARE NOT TO BE USED ON THIS OR ANY I � OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN. OWNER: j t ° (2)3/"O LAG SCREWS TOP OF GRADE 0 \, DOUBLE 2x6 ACQ COPPER COATED TERMITE SILL PLATE r%' % ��* ' 'i• SHIELD-OVER-SILL SEAL � \; \ � � \ `\,�\ /� / / /fir`�i/ �/ 2#3 HORIZ. REBAR GRADE TO SLOPE II 5/"0 ANCHOR BOLT W/3x3 AWAY FROM BLDG. SQUARE WASHER AND NUT /. DOB NOW BUILD JOB # : �/ (TYP.) • SPACING TO BE 36"O.C.AND " Y ;i\ o B001010010010-I 1 WITHIN 12 OF CORNERS AND INTERSECTIONS s ' /e DIA.A307 ANCHOR BOLT W/4" HOOK CONC. GRADE r �� 12" DIA.x 48"DEEP BEAM /` NOTE: SONOTUBE FILLED i \ WITH CONCRETE / STRUCTURAL ENGINEERING TECHNOLOGIES, P.C. HAS NOT BEEN RETAINED TO PERFORM CONTROLLED c INSPECTIONS OF ANY KIND FOR THIS PROJECT. 2#5 THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ,•�, ANY AND ALL LIABILITY IN THE COMMENCEMENT OF ANY �/ WORK PERFORMED WITHIN THESE DOCUMENTS PRIOR TO OBTAINING ALL REQUIRED PERMITS FROM THE RESPECTIVE JURISDICTIONAL AGENCIES SECTION 7 SECTION 8 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 1 2022-01-18 FOR REVIEW FACADE. SEE NO. DATE: DESCRIPTION ARCH. DWGS. NOTE: REVISIONS: ALL WOOD TO BE PROJECT PRESSURE TREATED 460 MARION LANE, EAST MARION , NEW YORK 2X10 @16"O.C. DRAWING TITLE: FOUNDATION SECTIONS DOUBLE 2x6 ACQ - SILL PLATE • _ COPPER COATED'TERMITE \ i' ;,�i\: \ \`. i'\ '`` �,r�i %/ �i \ X j % `/ ./\/\ \j, \j SEAL SIGNATURE SHIELD-OVER-SILL SEAL r, . % r, DATE: 12-06-21 0 ANCHOR BOLT W/3x3 (2)2X10 _ f SCALE: AS NOTED SQUARE WASHER AND NUT . (TYP.) SPACING TO BE 36"O.C.AND (2)3X10 SIMPSON STRONG TIE (2)2X10 DRAWING BY: A.P. CHECKED BY: WITHIN 12" OF CORNERS AND BASE TYPE CB-9 OR EQUAL CONT. 18"WIDE X 12" DEEP ;• , G.J.C. ,. INTERSECTIONS AT EACH SONOTUBE TYP. CONC. PAD Of / �G a ` DWG NO: 1 12" DIA.x 48" DEEP 12" DIA.x 48"DEEP 12"DIA.x 48" DEEP FO 203 00 r SONOTUBE FILLED SONOTUBE FILLED SONOTUBE FILLED '4D'._ WITH CONCRETE WITH CONCRETE WITH CONCRETE SHEET NO: 3 OF 3 BSCAN STICKER 77 DOB APPROVAL STAMP SECTION 9 SCALE: 3/4" = 1'-0"