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HomeMy WebLinkAbout48890-Z ��o�oS�FFo1�-coG� Town of Southold 6/6/2024 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45254 Date: 6/6/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 14995 Oregon Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 73.-1-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/18/2023 pursuant to which Building Permit No. 48890 dated 2/9/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage(with half bathroom and slop sink)as applied for. The certificate is issued to Olsen Family 2020 Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-0586 5/4/2024 ELECTRICAL CERTIFICATE NO. 48890 1/8/2024 PLUMBERS CERTIFICATION DATED 1/4/2024 e Fulto • A h ri e Signature l �SurtFot��o 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#: 48890 Date: 2/9/2023 Permission is hereby granted to: Olsen Family 2020 Trt 149 Brewster Rd .-s Massapequa, NY 11758 To: construct accessory garage (with half bathroom and slop sink) as applied for per SCHD approval. At premises located at: 14995 Oregon Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 71-1-2.2 Pursuant to application dated 1/30/2023 and 'approved by the Building Inspector. . To expire on 8/10/2024. Fees: ACCESSORY $910.00 CO-ACCESSORY BUILDING $50.00 Total: $960.00 uil ing Inspector o��OE SO!/r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.nv.us Southold,NY 11971-0959 Q couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Olsen Family 2020 Trust Address: 14995 Oregon Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 48890 Section: 73 Block: 1 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: CELI Electric License No: 1022ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 23 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 2 Recessed Fixtures 5 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 3 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect 3 Switches 11 V LED 16 Exit Fixtures Sump Pump Other Equipment: 50A Carcharger Outlet(2), 200A Panel 30 Circuits /25 Used Notes: Ace. Garage Date: January 8, 2024 Inspector Signature: S. Devlin-Cert Electrical Compliance Form off Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O. Box 1179 CM Southold, NY 119 ;P959— - Kr� ` Ot M 4 �� BUILDING DEPARTMENT JUN 4 2024 TOWN OF SOUTHOLD pr'c"-'Drgel'. CERTIFICATION J1 07 Date: OJ4-WZA4 Building Permit No. Ci 4) Owner: -OWG ;7—Mkf-J—H 4030 TZ-F (Please print) Plumber: VA11 F- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 20'2-1L�2 A;EMRMGA rIotavy Public,PAle of New York Notary Public, 1K--County No.01VEV70422 Qualified in Suffolk County Commission Expires January 29,20z OF SOGTya� . * TOWN OF SOUTHOLD BUILDING DEPT. �yca 631-765-1802 FOUNDAT INSPECTION [ ION 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: d C . f DATE 3 )"'t INSPECTOR laf so yO� TOWN OF SOUTHOLD BUILDING DEPT.. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] OUNDATION 2ND [ INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: WON eq f� DATE ti INSPECTO /� q �o�aOF 50bTy�� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 631-765-1802 INSPEC ON [ ] FOUNDATION 1 ST [ 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: A 01/ A t a, P IV. loy t -N o K�l to -Lvv-� Vh- DATE /)PY-72INSPECTOR �gop 0F SOUI# TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPEC ION [ ] FOUNDATION 1 ST [ 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: Q 16mai C's &0, M wA, 6 �L)1&3 i %VV 0 DATE O6 INSPECTOR k3 OE SO(/Th°� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Aa- 6"Psi [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: f (70 � vwuiqo� DATE g Y INSPECTOR V4L .I I L"( 9 q S_ L # # 'TOWN OF SOUTHOLD BUILDING DEPT.v courm, �g6 q C) 631-765-1802 INSPECTION [--]--FOUNDATION 1ST [ ] ROUGH PLBG. r� [ ] 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: M04P" a DATE INSPECTOR . ; 1 95 Oregon Road Cu chogue, NY 11 35 MAN UAL-J,S,&D LOAD CALCULATIONS Prepared By: Fernan o Recinos Job ITitle: Draftsman Sigr ature: Date:. March 21 2024 - 44 rw w�� A P JUN - q 2024 -" i HEATS NG + COOLING 11500 C L® SOUND AVENUE MATT TUCK© NY 1952 (6 1) 298-55 '7 Load Short Form Job: Olson Project Hkolb Date: Mar 21,2024 HEATING+COOLING Entire PCOJ@Ct By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Olson Project 4495 Oregon Road, Cutchogue, NY 11945 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 58 15 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 42 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ-A30NHA(X2) Cond PUZ-A30NHA(X2) AHRI ref 201754469 Coil PKA-A30FA(X2) AHRI ref 201754469 Efficiency 9.9 HSPF Efficiency 9.5 EER, 19.8 SEER Heating input Sensible cooling 21000 Btuh Heating output 32000 Btuh @ 47°F Latent cooling 9000 Btuh Temperature rise 15 OF Total cooling 30000 Btuh Actual air flow 2000 cfm Actual air flow 2000 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.052 cfm/Btuh tStatic pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.71 Capacitybalance point=33°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 2401 50320 38523 2000 2000 Entire Project 2401 50320 38523 2000 2000 Other equip loads 0 0 Equip.@ 0.95 RSM 36597 Latent cooling 15949 TOTALS I 2401 I 50320 I 52546 I 2000 I 2000 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrIg ltsoft° 2024Mar-2116:59:25 2— �. .�® Right-Suite®Universal 2022 22.0.07 RSU10077 Pagel XCA ...Projects\Manual'J's\OlsonProject\Projectl.rup Calc=MJ8 FrontDoorfaces: N BuildingAnal Job: Olson Project NAM& kolb YSIS Date: Mar 27,2024 Entire Project By: FIR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: Olson Project 4495 Oregon Road,Cutchogue, NY 11945 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(T) 70 75 Elevation: 67 ft Design TD(T) 58 15 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 42.4 Dry bulb(T) 12 90 Infiltration: Dailyrange(°F) 16 ( M ) Method Simplified Mt bulb(T) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Btu h/ft2 Btuh %of load Walls 3.8 9848 19.6I Glazing 0 0 0 Irhlha5m Doors 22.6 11849 23.5 Ceilings 4.4 10584 21.0 Floors 2.1 4999 9.9 Infiltration 4.2 13040 25.9 Ducts 0 0 Piping 0 0 Humidification 0 0 rms Roar Ventilation 0 0 Adjustments 0 Total 1 1 50320 100.0 O3lirir. Component Btuh/ft2 Btuh %of load Walls 1.1 2937 7.6 VIAI Glazing 0 0 0 Doors 11.1 5822 15.1 Ceilings 3.2 7664 19.9 Floors 0.5 1293 3.4 Infiltration 0.5 1686 4.4 IderdGirs Ducts 0 0 Ventilation 0 0 Internal gains 19120 49.6 00 rgs Blower 0 0 Adjustments 0 Total 38523 100.0 R.l ll m Latent Cooling Load= 15949 Btuh Overall U-value=0.084 Btuh/ft2--°F, Window/Floor Area=0.0% WARNING:window to floor area ratio=0.0%-less than 5%. Bold/italic values have been manually overridden 2024Mar-21 16:59:26 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 Projects\Manual'J's\Olson Project\Projectl.rup Calc=MJ8 Front Door faces: N v Job: Olson Project Project Summary•,7 Date: Mar 21,2024 XkolbEntire Project By: FR HEATING+COCLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project I • • For: Olson Project 4495 Oregon Road, Cutchogue, NY 11945 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 15 OF Daily range M Relative humidity 50 % Moisture difference 42 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 50320 Btuh Structure 38523 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 50320 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 36597 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 15949 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) 240T 2401 Equipment latent load 15949 Btuh Volume(fP) 38416 38416 Air changes/hour 0.32 0.16 Equipment Total Load(Sen+Lat) 52546 Btuh Equiv.AVF(cfm) 205 102 Req.total capacity at 0.70 SHR 4.4 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ-A30NHA(X2) Cond PUZ-A30NHA(X2) AHRI ref 201754469 Coil PKA-A30FA(X2) AHRI ref 201754469 Efficiency I 9.9 HSPF Efficiency 9.5 EER, 19.8 SEER Heating input Sensible cooling 21000 Btuh Heating output 32000 Btu h @ 47°F Latent cooling 9000 Btuh Temperature rise 15 OF Total cooling 30000 Btuh Actual air flow 2000 cfm Actual air flow 2000 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.71 Capacitybalance point=33 OF I Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsetft£ 2024Mar-21 16:59:26 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 Proje;... ';inual'J's\OlsonProject\Projectl.rup Calc=MJ8 FrontDoorfaces: N Right,J® Worksheet Job: Olson Project IIEATIN'G+CCOt.ING Entire Project Date: Mar 21,2024 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire Project ZONE#1 2 Exposed wall 196.0 ft 196.0 ft 3 Room height 16.0 ft - 16.0 It heat/cool 4 Room dimensions 49.0 x 49.0 ft 5 Room area 2401.0 ft' 2401.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'_T (Btuh/ft� or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S j Heat I Cool j Gross N/P/S j Heat Cool 6 ..W. _ .. .12F-Osw, ____._ __ __,__0.065 _.n_ ..-._3.77 _.._ .1.12 __-.764 __784 _ ..2956 _.882 . __784._-_.._-784... 2956 _. 882 12F-Osw , _„- ._ _ 0,065 e__ 3,77 _ 1.12 764 784_ _ 2956 ____882 . _____-784, 784 _ ,_2956 ._ 882 _ _ 12F-Osw 0.665 s 3.77 1.12 784 281 1060 316 784 281 1060 316 .1.1D0_.--__..._.____._ _ ___.0.390_.s_ ___22.62 _. _1.1.1.1 _503 503__-_11374.. 5589 -.._._-_503 503_____1.1374 ------5589 11 V�! 12F-Osw 0.065 w 3.77 1.12 784 763 2877 858 784 763 2877 858 -I--__-0. 1,1D0_. 0.390 w-- -, 22.62 _ _,11.11 _ .. .21. _. .,, 21 ._„-_475_ __ '233_ ._ _21 ._._..__21 _ 475. ._- __233 C._ _-._ 18A-10md__..: . 0.076 . -_- - -_4.41: ... 3.19 _.__2401_ .2401 .__10584 .. _7664 _._.,2401 _ 2401 -_10584 __ :_7664 19A-21 cvtp._._._. _0.045 2.08___ 0.54, 2401 2401 _.__4999 1293 2401 2401 ___ 4999 1293 61 c)AED excursion 101 1 10 Envelope loss/gain 1 37280 17717 1 1 37280 17717 12 a) Infiltration 13040 1666 13040 1686 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 18200 18200 Subtotal(lines 6 to 13) 50320 38523 50320 38523 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 50320 38523 50320 38523 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Tot I room 8523 Air requiredl(dm) I I I oad 52000I 03201 32000I I I 85231 52000I 03201 32000I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. —F#F ww'1S1VV -:PvL'^ 2024-Mar-21 16:59:26 ^ � . ' Right-Suite®Universal 2022 22.0.07 RSU10077 Pagel ProjectslManua �l'J's\Olson Project\Projectl.rup Calc=MJ8 Front Door faces: N !1 MAIN FLOOR FCU 2 FCU I Job#: Olson Project Kolb Mechanical Scale: 1 : 82 Performed by FIR for: Page 1 Olson Project 11500 Old Sound Ave. 4495 Oregon Road Rlght SUite®lhiVerS812022 cutchogue,NY 11945 Mattituck,NY 11952 22.0.07 RSU10077 Phone:(631)298-5527 2024-Mar-21 16:59:40 info@kolbmechanical.com Vs\Olson Project\Project1.rup 399006307-4197410004409 Qty: 1 Truss: 4197410004409-2 customer. Sales SID: I • '-ED: E2ate: 08/24/22 -russ Mfr.MBI Page:7 of 1 7-6-14 4-11-12 4-11-12 4-10-2 4-10-2 4-11-12 4-ll-12 7-6-14 1 7-6-14' 2 12-6-10 3 17-6-6 4 22-4-8 5 27-2-10 6 32-2-6 7 37-2-2 8 44-9-0 9 : i 4/12 MN33X15pm -4/12 4 MN6X9pm MN6X9pm f i iNllXl3pm -4112 4/12 MN11X13p a, MN3X5 MN3X5 ono N17X16pm n7N11X16p M1 N17X73pm MN11X13 MN9X9Pm-X18-1 PM N9X9pm= MN6X9pm 6X18-1855 , 6x18-1855 MN6X9pm MN5X6Pm MN5X6Pm 1/12 -1/12 8-1-15 5-4-10 5-4-10 3-5-6 3-5-6 .5-4-10 5-4-10 8-1-15• 1 8-1-15 6-9 8 3-1 12 11-2 22- 10 13= 13 4-8 14 25-9-14 15 31-2 16 17 36-7-1 18 44-9-0 9 4 44-9-0 Truss Weight 424.6 lb code/Design: IBC-2015/.TPI-2014 PSF Live Dead Dur Factors TC 20.0 4.0 Live Wind Snow BC C.0 2.0 Lum I'15 N/A N/A 'Total 26.0 Plt 1.15 11/A N/A' Spacing: 7-06-00 o.c. Plies: 1 Repetitive Member Increase: No Green Lumber: No Wet Service: No Fab Tolerance: 10, Creep (Xcr) - 2.0 TC 2x10 SWO P,(2400/22013) #]. 3-5 ----- X----mR actionPs�idthbs)--------------- VertsDLan Limit,aActual(in) Location Material Summay.ry Deflection Sum Jnt Vert LL 0 L/624(-0.85) 14-15 5-7 1 03 10 •4363 2099 07 04 0 L/999(-0.25) 14-15 BC 2xS SP 2400/2.0 9 44-05-06 4363 1704 07-04 Vert CR L/180 L/480(-1.10) 14-15 Webs 2x4 SP (ALSC6-20131 41 Max Foriz - 0 / +296 at Joint 1 Harz LL 1.00in ( 0.35) @Jt 9 Wedge 2x8 SP (_A SC6-2013) #1 Harz CR 150in ( 0.46) @,It 9 Loads Summary DPL LL 2L/120 2L/999( 0.01) 14- 5 Member Forces Summary This truss has been designed for the Snow Load Provisions of ASCE7. Bracing Data Summary Max CSI in TC PANEL 3 - 4 0.64 See Loadcase Report for loading combinations and additional details. ----------Bracing Data----------- Max CSI in BC PANEL 10 - 11 0.96 User Distributed Loads (plf) Chords: Sheathing required or bracing Max CSI in Web 13 - 5 0.83 Mbr Load Uplift Start Load Uplift End Dir Description indicated: TC -132.0 -132 0--132.0 -132 22-04-08 Normal User @ 90 Deg -------------Purlins---------- ..Mem... Ten Camp :CSI. TC -92.0 -92 22-04-08 =92'.0 -92 44-09-00 Normal User @ 90 Deg --oc--- --From-- ---To--- #Bays TC 1- 2 4967 10412 0.44 TC 2-00-00 0 44-09-00 24 2- 3 5014 10138 0.47 Notes 8C 5-02-00 0' 44-69-00 9 3- 4 5104 10467 0-64 Plates designed for Cq at 0.90 and Rotational Tolerance of 5,0 degrees Web Bracing -- None 4- 5 4314 9037 ,0.57 5- 6 4151 9037 0.57 A."pm" next to the plate size indicates that the plate has been user Plate offsets V,1�: '6- 7 4537 10461 0.64 modified; see-Plate Offsets for any special positioning requirements. (None unless indicated below) 7- 8 4230 10136 0.47 Single pass roller reduction factor has been used. Jnt3(-02-13,01-11), Jat4(-01-01,-01-00), 8- 9 4202 10410- 0.43 Jut5(0,00-06), Jnt6(01-00,-01-00), 9C 1-10 9556 4714 0.95 Jat7(02-13,01-11), Jntll(-00-01,00-10), 9-18 9554 3744 0.66 Jnt13(-00-01,00-10), Tnt1A(G0-01,-00-98)", 10-11 10100 4700 0.96 Jntl5t00-01,00-30)„ Jnt17(00-01,00-10), 11-12 8998 3949 0.62 Jnt18(0,-00-01) 12-13 9003 3947 0.62 Joint Stress Index(JSI): 13-14 7676 3038. 0.39 w;� Jntl(0.92), Jntl(0.92), Jnt2(0.60), 14-I5 7676 3037 0.39 tG � Jnt3(0.65), Jnt4,(0,60), JntS(0.56), 15-16 9003 3549. 0.50 _1V Q Jnt6(0.60), Jnt7(0:65), Jnt9(0.60), 16-17 8998 3550 0.51 tr G Jnt9(0.92), Jnt9(0'.93), JntIO(D.61), 17-18 10100 3964 0.70 Web 2-10 215 0 0.02 Jntil(0.60), Jnt12(0.59)„ Jnt13(0.53), -�� y 3-10- 52 662 0.32 Q_ ;•�,` lc Jntl4(0.64), Jntl5(0.53), Jnt16(0.69), 3-11 718 915 0.18 Jnt17(0.60), JntlS(0.62)� 4-11 1414 923 0.54 4-13 1110 1543 0.53 _ � 5-13 1747 1163 0.83 Z, 5-14 1500 572 0.31 5-15 1747 6.44, 0_46 A_ 6-15 644 1543 0.53 6-17 14 0.29 7-17 902 0z 915 91s 0.18 ��Op .1002ti� P�� YYY777 «<777"' 7-18- 2 75 0 66 0.32ROFESS�O� - 5-18 75 0 0.01 01 gSC 14-14 0 0 0.00 ®Component Solutions Trasa Studio V 2021,7.1.2 1cDrc�:7LIIY.4tGT J51 U-Value Calculation for a Wood Framed Wall :based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space 7:5',ft R-value %.of Wall :; = Column Width = 4 ,in Exterior Air Film 0:17 100.00% 3 Column Depth 5.5'in . Exterior Sheathing .0 100.00% Nailer Spacing _ - 31 in Air Space 0.91 88.71% Mailer Width - _ 3:5,in Exterior Wall Framing 1.875 11.29% 'Mailer Depth 1.5 in Insulation Ir:18_ - - 95.00% Stripping Spacing 34.in Column 6.875 5.00% Stripping Width 3.5 in Interior Wall Framing 1.875 10.29% Stripping Depth 1.5 in Air Space 0.91 .89.71% Wood R-Value 1.25 per inch Interior Sheathing :_ 0;,- 100.00% Interior Air Film 0.68 100.00% Layer Component Layer R- Layer Layer Components percentage R-Value Value 1 Exterior Air Film 0:170 0.170 2 Exterior Sheathing 0.000 0.000 3 Airspace 0.807 1.019 Exterior Wall'Framing 0.212 4 Insulation 18.050 18.394 Column 0.344 -5 Interior Wall Framing 0.193 1.009 Air Space 0.816 6 Interior Sheathing- 0.000 0.000 7 Interior Air Film 0.680 0.680 Total Assembly R-Value_ 21.272 Total Assembly R-Value 21.2720 U-Factorl 0.0470 EXTERIOR AIR;SPA-C INTERIOR INSULATED• - AIR_SPAGE CAVITY :. EXTERIOR' 1WERIOR• j HAILERS SiR1FPING LAMINATED -COLUMN EXTERIOR INTERIOR 41R-FILtil AIR FILM: , G4 1 T' \ - ;-90 ;Ole_ �- •*,t.�` t E i4f i s �x.,,�n�� _ -..,�.;�. __ _�.. � .���•�-,_fir � � � `f +a� �`III l _. �`•�'*'� ;� ,:.:+Alai - aileeil�� "1[��Iij� tv a NAM ♦ +� �� y�,, Y �� '�'e. r `"NT �`Z [1�j; ` ,,. } � t' �• � �r r i ,r,,^ T .yl ` '.. , y • �} '-b \� ••T.r* c, f z of ,� 5 t�_ ` �.; _ *+ � ��!p '. .i ..r - _.. axe 'fit, T a �, •T /�,'1• .+ �. + �•'- _'��.__. -. I rr r r_ • a u.�+,I• � r � • ., +� ) � j a .� 1C ��^•�{i�G 'T'�Y�i9�^�f"�1�~'wy - _ -...'tom., z FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) CIS ------------------------------------- n A � FOUNDATION (2ND) - z 0 ti r c11 i ROUGH FRAMING& Rj PLUMBING QgS S �(� INSULATION PER N.Y-. STATE ENERGY CODE _ - FINALt4v W411i, j ( 0954 ADDITIONAL COMMENTS rl Now a � H O z x d d � b osiifFalk�.� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y=' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hit-Ps://www.southoldtowgny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1L. 1� IIII 1 PERMIT NO. Building Inspector: Applications,and for`m's.;must be"filled out i.n th_eir entirety: incomplete applications v✓ill nofib,e;accepted._;Where the Applicant is not th'e owner;an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(Sj OF PROPERTY:" Name: 01-1bbpa —Tµ SCTM#1000- Project Address: �C95--, Phone#:.... .1.4.-,.�. -.'.( �.5,?�._.........".,w ._.._..._ .,, Email:..�1�j�5O{�1.1�.1.C1.8. Mailing Address: A. -.,�I... ..M...ml-Ilse- ___ .._ .. ._.. .....__._._. .,�... ... .,.,._ ._.......w...._..,.... w . CONTACT PERSON:.-::. F.:. .. ,., . Name: /l ' ._ ..._.._... . ate.... ..,. _...., .. Mailing Address: 77 Phone#: Z _ Email:wl�l�Q `DESIGN:PROFESSIONAL,lNEORMATION:.a.: Name: r Mailing Are ZZt 9S Phone Email: CO NTRACTOR;INFORMATION:: ' Name: Mailing Address: Phone#: Email: - �. DESCRIPTION,OE.PROPOSED;CONSTRUCTION 'ar , , „ .r New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $.9>46; Will the lot be re-graded? tYes ❑No Will excess fill be removed from premises? ❑Yes Vlo 1 PROPERTY INFORMATION . Existing use of property: ��� w. 1-r . Intended use of property: L Zone or use district in which-ppr-e�m�*isleslis situated: Are there any covenants and restrictions with respect to this property? ❑Yes N�No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage'and storm water issues as provided by Chapter 236 of the Town Code.,APPLICATION IS HEREBY.MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for•femoval or demolition as herein`described.The applicant agrees to comply with all applicable laws,-ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are' punishable as a Class A misdemeanor pursuant to Section'210.45 of the.New York State Penal Law. = Application Submitted By(print name): V,1,r_LL >-AtA V ' ' i b&uthorized Agent ❑Owner Signature of Applicant: Date: - /Z.�Z3 STATE OF NEW YORK) SS: COUNTY OF 5L)FT- ;i_LL ) , LL�A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AaL4 (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 '? Ar Lob day of ,20 �No ry Public HILLARY ANNE HUBBARD Notary Public-State of New York PROPERTY OWNER AUTHORIZAT101 I No.01 HU643431 6 (Where the applicant is not the owner) Qualifiedmis in Suffolk 09/06/2 My Commission Exp.09/06/2026 residing at ILK, do hereby authorize to apply on ��1-1-�Ai� �-f�s�l my ehalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date d Print Owner's Name 2 D E C E -12023 g�FFOL,� BUILDING DEPARTMENT-Electrical Inspector 4 4 eaa ullding DepartMent own of Southo TOWN OF SOUTFIOLD ld c x Town Hall Annex.- 54375 Main Road - PO Box 1179 CA Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)southoldtownny.aov seandCa-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: CELI ELECTRICAL LTG INC Electrician's Name: GREGORY CELI License No.: 1022-E Elec. email:marta@celielectric.com Elec. Phone No: 6312882227 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 255 RIVERHEAD RD, WHB NY 11978 JOB SITE INFORMATION (All Information Required) Name: OLSON FAMILY TRUST Address: 14q95 OREGON ROAD, CUTCHOGUE NY 11935 Cross Street: Phone No.: Bldg.Permit#: O email: Tax Map District: 1000 Section: Block: ( Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 3000 SQFT rn�f�'�Y1 BUILDING & 200AMP U/G SERVICE Square Footage: 3000 Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES 0 NO Issued On Temp Information: (All information required) ❑3 Ph Size: A #Meters Old Meter#Service Size�1 Ph ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals M 1 2 ' H Frame D Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION -7I rec-�tt- /a�o22 ySU¢FOL�-�,� a BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C4 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate #__L5aq Date I AS 2023 Customer Name 0154 A071 _tX f Electrician Name eell, NeC7 c- AddressIOfs a C4 gtol(a Phone ag�a�o27 e-mail e-mail marfa,* Cc��e �car1� ,Ctrrr. Phone License# 0= —C' Size__2 A Phase�_ Overhead Y"' Underground #of Meters / Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by r Scott A. R eff 0320h , . F �G 5TO][ZNAWA\T]ER SUPERVISOR N\4A\,NA\G1EM1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK '11971 1� Town of►So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: (Print) Z— z ,z i lurel Contact Information: (G-Mail&Telephone Number) I ! Property Address / Location of Construction Site: 1 mq'5 cgk4bd gz�! S.C.T.M. #: 1000 60744-1&>64 V fz— k1Q District �I 75 1 Z.Z Section Block Lot � i TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;I 1, - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly II to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit I DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. I� it ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. IJ� t Reviewed BY: //!'`U�N�'� Date: �� I PnRM m CMCP-TC)q Ortnhar 901c) ii F \ GARAGG MAIN n0U5G AFFROxIMATE CGN'7 1901 Ptl' CRADi AT f.f.G.: EWE eu 1.,D.9[PDC p.D• IYL m LAND N F OF FJGCTDR GPRAGC 64.0 r62.0 TM'K W MLM• Y•YJJ,T ♦63 B' y {� GEANDIENMCIGA MARY ,C((4Y "�L+Kew ARADEEWL Te \ J _ A GRADE eL re N 51'83'90'tl \ DWELLING W/WWELL WATER YL Pwc'• '1' �„ 13.6 \ \\ W/WELL WATER 0 SLOPE a Le: """m'1.',"'" . . 1 OOOut DOWN 1,4 a: &m. m ..:< LEACIINI 2e 3 RO a.Qewar ! '12' I seciw� sY t5. 1 N 51,23,30•s "°" CASTLE HILL 1 BOT OM OF LPF42 POOL eLGI':42�0 SEPTIC CROSS-SECTION eL-5.0 NO WATER F xD NOT To SCALE 1 \ \ t V7 3 cc It OROOM HOUSE:MINIMUM 1250 CAllDN SEPTIC TANK LAND N/F OF DRAINAGE `. BRIDGE LANE LP `.� VACANT 150-- CALCULATIONS ZONE t: I `\ \r—\ --- —re 476A SFx 0.17=81 CF N, ` %A__-- HEY.51.7 PROVIDE(1)8'DIAx35'D. DRYWELL-147.8 CF SANDY LCAU ZONE 2: ♦♦ 1 _/ _1.0' 360.7SFx0.17=64.7CF \ / W PROVIDE(1)B'DIA x 3%'D. :): �` Lof S� _32. :RYWELL-147.8 CF 'L 1 \ ZONEBROWN 3: I 1 umxm PROVIDE Q� `� PROVIDE(1)e'DIAx 36sum p ♦ 1 _ it DRYWELL-147.8 CF ZONE 4: \T° �`\♦ `—^ --`\ 1 B.Y 933.13Fx 0.17=15B.B CF vp 't � ' \ \7 PROVIDE(1)8'DIAx4' �y \ DflYWELL=168.9 CF PALE ZONE 5: ♦... \ SAND 11243Fk0.17=191 CF GRAMPROVIDE(1)111 DIAz3' x6 WATER ORYWELL=205.3CF ZONE 6 �\ ,IDLY 24,2021 1124 SF z 0.17-191 CF K KOTCKUK LS PROVIDE,11]]]1WDIAx4' •.1 `\\\ / am>LO.anac 1 DRYWEL VACANT WOODED -NO STRUCTURES- LAND N/F OF FL OUC NTY DEPARTMENT OF HEALTH SERVICES VAC�R5o' Kim - "\�r�^♦`\_ "\ PERMIT EORAPPROVALOF CONSTRUCTION FORA SINGLE FAMILY RcsmENCE AND I d L I '—`.1 `\ eT ZCYwC� 6z4,>— —il TE I ZiS LZ!I.S.REF I''7, p 5 \\` PRO 0 \I mTOT ]MAXIM , t\♦ S THREE YE.r; FRO?�DAT7 OF APPROVAL ENIN IRED.- E k �`- SU MIT RE,OR R.A.CERTIFICATION BROWN ELEV. 61.7 ) �- �\ \�/ E INSTALLATION AND CONSTRUCTION OL 1 TEST HOLE 11 PeOPosm \�� SANDY LOAM \\ LOCATION p cuucsWml ) N, ` +In PAD D r t WELL .Fo FINALAPP OVAL. USE FORM WWM-073. LOAMY SAND SM p `\ \` �1i I-mm , 7 9a A ER LINES)MUST BE INSPECTED BY THE MBROWN EDIUM a � / I "WASTEIL� F OLK COUNTY DEPT.OF HEALTH SERVICES. SAND SF " _ i / ( \ LL 652 48 HOURS IN ADVANCE, z 1 �r GRAVEL � � v a 1 h 70 S ED�t.E)NRPECTiON(S).���l 1 8.7' 1 PALE �tPCi-lIFcrfiMGt�IH:T MEDIUM 6 t `\ mN4 Qr, ,W TT i I h Llf 1♦Ia seL�L, i. r e SAND SW - GRAVEL OF N NO WATER — 17' JULY 24, 2021 s 5�•41 II. PA- _J K. WOYCHUK LS / EN7 OREGO=GOAD .�-^ems -VACANT 150'- r Na o5Td1� � SITE PLAN BASED ON SURVEY BY - $CA72:r.loa NAw6e KEN T90YCHUK ° sstbNis 581,600 SF = 13.35A DATED MARCH 29, 2021 S.C.T.M.# 1000-73-1-2.2 OLSON FAMILY Zozo TRUST Robert I. Brown iilto@n rownarcWtecCGreepcom 14995 Oregon Road Architect P.C. 631-477-9752 Cutchogue, NY 11935 , Nick Mazzaferro, P.E. Septlz,zozz ITS-1 f 1, 4 BEDROOM MAIN HOUSE & 0 BEDROOM GARAGE SU FOLK COUNTY DEPARTMENT OF HEA-LTHSERVICESRtES OF CONSTRUCTED WORKS FOR A SIN LE FAMILY RESIDENCE 'A Date 5/4/2024 H.S. Ref No. R-22-0586 The sewage disposal and water Supply facilities at this Iccatacn have been inspected and/or certified by this Department or other agencies and found �� m to be satisfactory FOR A MAXIMUM OF 4/0 BEDROOMS. Tn CRAIG E® PER, RE,, CHIEF _ ELEC. M / \ Ef'ERj' Office of astewater anagement woo CONC.MON. EL.:63.7' care N� m�acE LIPA226 uN�fOPNrsr uivE�iw°err - n6fEOFSVflVEY. THE 09^vET(OA 041®V31QVS1 SNOWN NEAEovPL nEsmuc POAa ARE�roME PADPEAn wEs aAE svEcwc PURNCr OF U9EAND UIDE TH p' AflENOr/Nn310ED ro OUIDE HIED TO EAEcnavoPikPAI7 A6TAWN0 WAILS PD 171 PAn LDINOS AND.YOiffACON3IAU07J'04 uNaumoflOfO Atn:Aanav oAaDDlnav mra39UflVEYfEA vrDunavoP SECTION l2N OFTHE NEW YOAKETAni COP/E9OP MI99UAVEYMIPNOfBFAflINO � ^ �.�,\7/I 1NELW0&1flVErogSfMQ:DEEAI.OA IY/ LOTAREA TO METES&BOUNDS AS SHOWN:581,600 SQ.FT.=13.352ACRES l//A`r roses vau0 nnECOPr. DEA77P1GnCYl9 wDIG7EDRMOUTHE FON ELEVATIONS HEREON REFER TO NA VD 1988 DNLrron+EPEflsav/s�POA wH OTHESUflVEY ,s PAEPAREDaAmpyH/y EENaIFroTHE tiQ Pic �b N� fln.EOOI�AN.00 ADENOrAND is+OwD wsnnmav usIEO NEAEQV,AND roTMEAss+axE�+OPn+Evs+Owowsn TMGt cEgngCA77 AAENOr1AANSPEAAeLf roO�DDI�C1WLw971TUnOM90NSU44EWENr r i5I Workers' STATE Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured (309)263-7474 MORTON BUILDINGS, INC. 252 WEST ADAMS 200 PO BOX 399 1c.NYS Unemployment Insurance Employer Registration Number of MORTON IL 61550 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 37-0347310 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AMERICAN ZURICH INSURANCE COMPANY Town of Southhold 3b.Policy Number of Entity Listed in Box"l a" WC 9376311-19 54375 Main Road Southhold,NY, 11971 3c.Policy effective period 10-01-2022 to 10-01-2023 3d.The Proprietor,Partners or Executive Officers are �X included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? EJYES ❑x NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Roger Levine (Print name of authorized representative or licensed agent of insurance carrier) Approved by: _? 10/01/2022 (PAW Title: SVP Midwest Region Casualty Telephone Number of authorized representative or licensed agent of insurance carrier: (847)605-6914 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-15) www.wcb.ny.gov J L Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-15) REVERSE AC 0® DAT (9/812022 W)0 CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is-an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this LD certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTp AOn Risk Services Central, Inc. PHONE FAX Chi cag0 IL office (ArC.No.Ext): (866) 283-7122 (/vC.No.): (800) 363-0105 L4) 200 East Randolph E-MAIL S Chicago IL 60601 USA ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC N INSURED INSURER A: Zurich American Ins Co 16535 Morton Buildings, Inc. INSURER B: American Zurich Ins CO 40142 252 west Adams Street Morton IL 61550 USA INSURERC: Great American Security Ins Co 31135 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:570095629390 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSH LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMlDDIYYY MM/DD/YYY LIMITS A X COMMERCIAL GENERAL LIABILITY GL0937b31819 EACH OCCURRENCE $2,000,000 CLAIMS-MADE ❑X OCCUR DAMAGEORENT $1,000,000 PREMISES Ea occurrence MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $2,000,000 m GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $10,000,000 N X POLICY ❑PEA LOC PRODUCTS-COMPlOPAGG Excluded rn 0 OTHER: n A AUTOMOBILE LIABILITY BAP 9376314 19 10/01/2022 10/01/2023 COMBINED SINGLE LIMIT $3,000,000 Ea accident .. X ANY AUTO BODILY INJURY(Per person) Z OWNED SCHEDULED BODILY INJURY(Per accident) ry AUTOS ONLY AUTOS lt! PROPERTY DAMAGE HIREDAUTOS NON-OWNED ..U- ONLY AUTOS ONLY Per accident _ d C X UMBRELLA LIAB X OCCUR UMS4457744 10/01/2022 10/01/2023 EACH OCCURRENCE $2,000,000 V EXCESS LIAB CLAIMS-MADE SIR applies per policy terns b conditions AGGREGATE $2,000,000 DED I X RETENTION B WORKERS COMPENSATION AND WC937631119 10 01 2022 10/01/2023 X I PER STATUTE I OTRH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE - N AOS E.L.EACH ACCIDENT $1,000,000 A OFFICERWEMBEREXCLUDED? N/A WC937631219 10/01/2022 10/01/2023 (Mandatory in NH) Retro MA, WI E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000— A Products Liab 1GL0937631719 10/01/2022 10/01/2023 Products Aggregate $2,000,000— Each occurrence r $1,000,000 L DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) 44- =I- .t L Kai CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold AUTHORIZED REPRESENTATIVE 53095 Main Road Southold NY 11971 USA ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD eilerated by RESchdck-Web Software Compiianc.e -Certificate Proiect Olson 128 11%153 Z. Energy Cbde: 2018 IK-_ Location: Cutch.Qgue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2.025 ft2 Climate Zone: 4 (5572 HDD) Permit Date: �—!t iiumber: Construction Site: Owner/Agerit: DesigneWContractor: 14995 Oregon Rd Deborah Olson Allied Design Architectural Cutchogue,NY 11935 149 Brewster Rd 'Engineering Group,P.C. Massapaqua,NY 17.758 P.O.Box 110 Morton; IL 61550 (309)26.3-4105 : - Compliance-, 0.7%Better Than Code MaximumMaximumUA: 302 Your UA; 30d rAaA1mdmSHdC:. 0.40 YburSHGC:. 0.00 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'minimurn-cocJ6 nome. ,Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each stab-on-grade- assembly in the.specified climate zone must meet-the minimum energy code insulation R-Value and depth requirements.. .Pt-1,elope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling 1:Cathedr6l.Ceiling 712 30.0 0-.0 0.04 0.026 24 19 Ceiling: Raised or Energy Truss 1,355 30.0 0.0 04032 0.026 43 35 Wall:Other 2,498 0.047' 0.060 100 121 Door.Solid Door(under 50%glazing) 360 0.350 0.320 126 115 Door 1:Solid Door(under.50%glazing) 20 0.350 0.320 7 6 Floor: Slab-On-Grade.(Unheated) 180 10.0 0.640 0.700 0 0 Insulation depth:-4.(Y Compliance Statement: The proposed building design described here is consistent the building plans,specifications,and other calculations submitted with th the permit application.The.p-ropoted building has.been.desioned to meet the 2018 IECC[eduireriients in REScheck Version REScheck-Web and to comoly'with'the mandatory require the RESchec/C...�inspectiori_ChecKlist.7 Name-Title SigFiatur te. .01- 4']� U Project Title: Olson 128116352 -Report date:- 08124/22 Data filename:. Pape'1 of 1 PLUMBING NOTES Hot Water Heater/Storage Schedule-Main House \1.ALL MATERIAL SHALL BE NEW UNLESS NOTED OTHERWISE. - FAMI LIAR WITH THE EXISTING CONDITIONS,INCLU DING THE SIZE OF 15.WATER HAMMER EUMINATORS(APPROVED-FIELD FABRICATED OR G IDIL.andr0 2.THE PLUMBING CONTRACTOR SHALL ASSU ME RESPONSIBILITY FOR ALL CONNECTIONS,ROUGHING DIMENSIONS,ETC.BEFORE SUBMITTINGA MANUFACTURED)SHALL BEINSTALLEDAT ALL RUN OUTS INHOT HEAT RECOVERY AndrewsE.or......g LABOR AND MATERIALS 5UPPUED ANDINSTALLED UNDER THIS QUOTATION FOR WORK. AND/OR COLD WATER LINES SERVINGTO]LET ROOMS AND OTHER MODEL MANUF. CTY. TYPE THERMAL FUEL CAPACITY RATE @SO- DIMENSION NOTES CONTRACT AND SHALL GUARANTEE THE WORK PERFORMANCE UNDER 8.THE PLUMBING CONTRACTOR SHALL PERFORM ALL CUTTING, EFFICIENCY TYPE AREAS WHICH INCORPORATE'RAPID-ACTION"VALVES SUCH AS (WATTS) RISE(GPH) 158 County Rd.39,Suite 10 THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF EXCAVATION,BACKFIWNG,ROUGH AND FINISH PATCHING AS PER FLUSHOMETERS,SOLENOID VALVES,ETC. Southampton,N.Y.11968 Office:(631)259-3959 ACCEPTANCE OF THIS WORK. SPECIFICATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK, 16.ALL PIPES SHALL BE TESTED AT MINIMUM PRESSURE OF I-1/2 TIMES 17.6'1NX Info@DiLandmAndrews.com 3.THE PLUMBING CONTRACTOR SHALL CONSULT,COOPERATE AND UNLESS NOTED OTHERWISE. ES8 BOSCH 1 POINT OUSE F 98% ELEC. 1440 5.8 17.6"HX THE MAXIMUM OPERATING PRESSURE UNLESS OTHERWISE NOTED ON COORDINATE WITH THE GENERAL CONTRACTOR AND ALL TRADES,IN 9.ALL CONNECTIONS TO NEW AND/OR EXISTING EQUIPMENTSHALL BE THE DOCUMENTS OR THE PLUMBING CODE AND IN ACCORDANCE 14.5"D ORDER TO MINIMIZE INTERFERENCES BETWEEN TRADES DURING SIZED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS WITH Professional Seal PERFORMANCE OF THIS WORK. SPECIFICATIONS. THE UTILITY REQUIREMENTS FOR GAS PIPING SYSTEM. 4.THE PLUMBING CONTRACTOR SHALL PREPARE AND FILE ALL REQUIRED 10.IT IS THE INTENT OF THIS CONTRACT THAT THE COMPLETED WORK BE 17.THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING Of NEIyy PLANS AND PERMITS WITH THE LOCAL BUILDING DEPARTMENTAND FULLY OPERATIONAL. OF ALL DEBRIS AND DISPOSAL ATAN APPROVED SITE. LEGEND ,gyp yN1.D11,w O,P O AUTHORITIES.HE SHALL PAY ALL WORK PERMITS,FILLING FEES, 11.ALL PIPE HANGERS AND SUPPORTS SHALL BE INSTALLED AT INTERVALS 18.REFER TO ARCHITECTURAL DRAWINGS FOR STRUCTURAL DIMENSIONS. INSPECTONS AND WRITE-OFFS AS REQUIRED TO EXECUTE THIS WORK AND SHALL BE FABRICATED OF MATERIALS PERMITTED BY CODE. 19.ALL WATER SERVING PIPING WITHIN THE BUILDING I5TO BE w IN A MANNER IN CONFORMANCE WITH THE CODES AND AUTHORITIES 12.ALL NEW PLUMBING FIXTURES SHALL BE INSTALLED WITH ANGLE STOP INSULATED Z 2 HAVINGIURISDICDON. VALVES IN THE SUPPLY LINES SERVIN G THE FIXTURE. WITH 1"FIBERGLASS INSULATION. �O 097252 5.THE PLUMBING CONTRACTOR SHALL PERFORM ALLTESTSAND 13.THE PLUMBING CONTRACTOR SHALLSUBMITSHOP DRAWINGS FOR 20.ALL PLUMBING FIXTURES TO BE INSTALLED AS PER MANUFACTURERS �gOFES51O��y ARRANGE FOR ALL INSPECTIONS FOR WORK UNDER THIS CONTRACT ALL RECOMMENDATIONS. AS NEW PLED UND RTHISFIXTU ES AND CONTRACT FOR TORE SUPPLIED AND 21.ALL HPLUMBING SHOCKS. ORES TO RE TRAPPED,VENTED AND PROVIDED REQUIRED BY LAW AND SUPPLY ALL CERTIFICATES OF INSURANCE AS INSTALLED UNDER THIS CONTRACTFOR APPROVAL BEFORE WITH AIR SHOCKS. REQUIRED BY LAW AND THE OWNER. INSTALLATION OF THE SAME. 22.FLOOR DRAINS SHALL BE SET LEVEL WITH FINISHED FLOORS AND TO BE 6.THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS 14.WATERPROOF PI PE SLEEVES SHALL BE INSTALLED AT ALL PROVIDED WITH TRAP PRIMER. TO ALL PLUMBING EQUIPMENT REGARDLESS WHETHER ILLUSTRATED PENETRATIONS THROUGH EXTERIOR WALLS,PI PE SLEEVES SHALL BE 23.ALL PLUMBING FIXTURES TO HAVE ISOLATIONS VALVES. HOT WATER WATER HEREIN WITHOUT ANY ADDITIONAL COST TO THE OWNER. INSTALLED AT WALL PENETRATIONS THROUGH INTERIOR WALLS AND 24.PROVIDE CLEANOUTS AT ALL ACCESSIBLE BENDS FOR ROOF DRAINAGE, HEATER VANITY CLOSET SINK 7.THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FLOORS. IFAPPLICABLE. W C Q UQ W� 3" (W 0 � }UI ROOF I W Z W Q m (D _ - 2°I - -- ------ w 2°r I I 2"' I I , I I , I I , I I , I I , I I , I I I LO I , 10) I I o - zz 0 LLI III- W ............. ... ... . ......................: .._.........I of O 0_ 2 2 - W MD 3' M CAST IRON PIPE r U FIRST FLOOR C.O.I 3" 2 THROUGH FOUNDATION Ll C.O.11 4n 4"WASTE LINE TO Revisions SCDOHAPPROVED SANITARY SYSTEM No. Date Deudption -4-4_ 1 FOR PERMIT /•--cw �v�j—nv—cw—cw—av—cw—ev—cx—cw—cwcwcwcw 2 -/-/- — V 3 -/-/- 3/4"SCWA MAIN TAP - _ 4 _/-/_ r; 5 -/-1- — BUILOFF VALVE .- `�.� { v 1 /'---' — � V / Designed By: SRK i ! 1 1 Drawn By: SRK _ s Checked By: MPK J U N - 4 2024 Date: 03/112024 Seale: AS NOTED GARAGE PLUMBING RISER SCALE TITS P-001 Sheet# .. G�•S�1 �L1nA�L"� ZOZO l�C t -,•GU':TERS Accessory Colors(fill in applicable boxes) O%-ZRHAINGGS DRAIN at5r VENT-A-RIDGE SLIDING DOOR JAMBS Customer's Name �'1flt Job No. Endwall q je ALTERNATE RIDGE CAP TRACK COVER Overhang ` CUPOLA ROOF SLIDING DOOR RAILS Width Overhead Door/Opening Information Sidewall ented CUPOLA SIDES TOP SLIDING DOOR TRIM 0FLCLFaa:rwWr(SwFl .Pfw Overhang n- ented GABLE TRIM OHD TRIM PACKAGE Door Height -� Width (Circle One) FASCIA BASE TRIM W/O WAINSCOT r a -` - "-.�7oP OF (See Floor Plan) gqPTIONAL SOFFIT WALK DOOR WINDOW TRIM 4 THICK CORNER TRIM SHUTTERS Set Door "Above Grade. ("�"� ' CONCRETE ewrertwn..Dawwl� FLOOR IS GUTTERS DOWNSPOUT Headroom Required 4" ABOVE GRADE ,I �. _�"_",,.°�"T-;_�_.•�-I I I a..,.i.,,r', �_,• - { i f _!_ __1�( ( 1 i a l Z I I ; , i 7T GRADt .. - - - ■ I ! i I I i I - - - - • r_._ f � i 5 i `_ � i , i I I 1 I I 1? 1 I i � _I I _ _ ! I I i I I �! i ; i t ' - -I.. I I •-- . . E,lI(_G.f,R.A D E. �-- �ItIo4•a!''_-,.._:�j�iI'it!ii;!r!� ,____-._;--,1�EI?IIf•ii___--�'�Ii!I{1rtI�-��+,L+i1i'+tI �=I�aI �_�iLLlparr_—...�-_-�+t,I',ii•,ii1' . . 'i,I•1�'-'-'��_-��"iII';.'-_--i...<iIi,,..._��1 l_..���!i''_.._-~_�_�-ma.�.f.3(i+t__..__�My..�lCiEI__~._....�sIf:''Il_-__.�_�.___„.}?;Ii{i}'_ ___��sI'��._..___��S'II.�,�.�I•f�_"mm��_-�,'ii('11! �-_---. 'FOUNDATION OPTIONS .•..--.-_, BUILDING HEIGHT I ._-•_.__v---__--__—_(_-_-.`:r�}iii'�—._ , FOUNDATION -WALL �-._.__-•__i-_{.if�ti�f'�'I`�_�.- -_--L?„i�III;M--__�-�--_�?•i•I i�,_-.�-_- i.{.�t_!!.__.�__ FBUILDING HEIGHT i - if G DE T t ___ MONOLITHIC SLAB t'jI i —a , j -_ '-! -- .-. . -- -�... yg �iIf4!t i CA 4 i l ( i i ! -?' I ► I l i l i 1 (, (� I _ , t '1-,t tr i �..,. �_..' -_.:. i ,,. �„, ,'.„..� ' y�_ ,..f__....___�„-+'.. ._`._.,. ._.,....�.-..,.Y t i z. I .�, _, • ; r �_ iI i -I - ,.., 3i , : �r�, c� , t , __ i�I,-�!� -i µ i _.,.�1 ._L.. Ventilators,-insulation,and vapor barriers will reduce but not eliminate condensation.Sliding door openings will be 41/2"to 71/2"less in width(except sliding doors located in sidewa II comera may be 10"lase in width)than door panels and opening height will be reduced by thickness of concrete floor if concrete floors are poured.Visqueen vapor barrier in Energy PerformerT°Buildings CANNOT be removed[All dimensions are nominal. Form 86 6/96 One Square Equals. Feet Date: 5-S-ZOZ2 Customer's Signature / LpN ND p IS� SOUND ISSUES REVISIONS S.C.T.M.# DISTRICT 1000 SECTION 73 BLOCK 1 LOT 2.2 �`� i N s��6e' 4830., s0 MHW ALONG BULKHEAD/STONE ARMOR ARMOR WOOD BULKHEAD RESIDENTIAL GENERAL NOTES ELECTRICAL tnTOE OF BLUFF41- PROPOSED GARAGE 1 . FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, TOOLS, AND SERVICES MISC. GENERAL NOTES NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW rn WITH 1. THIS PROJECT 15 CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY RESIDENCE AND DETACHED ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO: c 42 1 UTILITY SINK I GARAGE. CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, 9 Lin I AND 1 TOILET 2. THE PROPOSED HEIGHT OF THE BUILDING IS 35'-0". SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO I --' r� 3. THE TYPE OF CONSTRUCTION IS TYPE V(B). APPLIANCES, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DEVICES . CREST OF 1 WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND I 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW YORK AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND , i Cp�4STq e�U FF STATE AND THE AF t PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND i r� y�ZgRp BRpS�p 5. DESIGN LOAD CALCULATION ARE BASED ON: I O ELECTRICAL DISTRIBUTION SYSTEMS. 1\ �" , 1 pUS1 RY LIVE LOAD: AS PER TABLES ON I .5 � R30 I .G OF RCNY5 2020. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 201 5 ELECTRICAL �� � r/ CODE OF NEW YORK STATE, THE NATIONAL ELECTRICAL CODE, NFPA NO, 70-2017 DEAD LOAD: CALCULATED AS PER K301 .3 OF RCNY5 2015. (NEC), LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), SNOW LOAD: 20 PSI GROUND SNOW LOAD AS PER FIG. R301.2(G) OF RCNY5 2020. THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER .` N� i WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST, AS PER R301 .2.1 .4 FIGURE APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE MORE STRINGENT I 1 R301 .2(5)A OF RCNY5 2020. REQUIREMENTS WILL APPLY. 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS / LABORATORIES, INC. LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY LOCATION LIVE DEAD DEFLECT LIMIT WILL BE INSTALLED. ,M,p„�� I ST.FL. 40 PSF 12 PSF U3G0 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE PA�EP 2ND.FL. (SLEEP AREA) 30 PSF 1 2 PSF U3G0 SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. ATTIC (SERVED BY STAIRS) 30 P5F 10 PSF U3GO 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, LICENSES ��\ II LP I j AND INSPECTIONS AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, I ROOF 20 PSF 15 PSF U3G0 O I AND ANY OTHER APPLICABLE JURISDICTION. I LAND N/F OF :EU 1 G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES \ • LAND N/F OF MARY MCKAY I G. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR GEANIE ARCIGA THE CONSTRUCTION MEANS, METHODS, SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL m \ DWELLING TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN SWITCH. LINE CORD-CONNECTED, DIRECT PLUG-IN, AND BATTERY POWERED ALARMS N 51.23'30" DWELLING TER LP. W/WELL WATER 13.6 W/WELL WA j \ I ' CONNECTION WITH THE WORK. ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH � O THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED SLEEPING QUARTERS ARE LOCATED. °28+20N IRON PIN II i OR IMPLIED IN THE USE OF THESE PLANS. 7. SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK 31 16•a 1 ° "m%Fm+ CASTLE HILL ROAD(„��,E,aao)(25 naw.) I I STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE, THE NFPA NATIONAL FIRE N 51 23'30 E 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE ALARM CODE NO. 72-1033 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING �_ I---- - I DRAWINGS. FOLLOW DIMENSIONS ONLY. AREA, IN EACH SLEEPING AREA, AND ON EACH FLOOR LEVEL. \�"--- 6B �`. I I 8. CONTRACTOK(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR B.CONTRACTOK SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS AND BURGLAR ALARMS AS NECESSARY. I `-_\ �� `� I PROPOSED SINGLE A ILY RESIDFdNCE NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO I I �� �� �Q I� _ m 3 BEDROOM COMPLETE THE WORK. NAILING SCHEDULE \ \\ `�___ __I � ' Ir 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR _ _ I AND SPECIFICATIONS. ONE AND TWO FAMILY DWELLINGS 2015 515C HIGH WIND EDITION) ,: I j 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING 11 OCCUPANCY. R ca DEMOLITION RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER '' �� `� .. I . CONTRACTOR SHALL CLEAR AND EXCAVATE THE PROPERTY AS REQUIRED TO CONSTRUCT THIS CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST I �� \��-� __ ____� -�� PROJECT. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 2. CONTRACTOR SHALL REMOVE TREES AS DESIGNATED BY THE ARCHITECT AND OWNERS. CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP I `� `� I� z I \� RIDGE STRAP(EACH END) 2 PER TIE �� I I I -' FOUNDATIONS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END `�\ w 1 \I 1 . ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./5ci.Ft. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END 66 I 2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 p51. -28 DAY TEST. WALL FRAM I NG 3. ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. I I _ 0 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT GENERAL CONSTRUCTION TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.SIDE I. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O.C. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY �� I I REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2. FASCIAS, 50FFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. END JOIST OR BLOCKING(FACE-NAILED) 2-I Gd PER FOOT 3. INTERIOR TRIM SHALL MATCH EXISTING. 1 4. FRAMING ELEMENTS: FLOOR FRAMING SITE PLAN A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T �� \\_�i ��- �\ SCALE:i.,ao 1 B. ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS, AND SHALL BE INSTALLED, CUT BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END ` i -66 ELEVATTONDATUM: NAVD88 I ZONE: AC I AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END C. ALL SHEATHING TO BE APA RATED, EXPOSURE 1 ,THICKNESS AS INDICATED. BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK VACANT _" 0 20 40 60 ��� i THESE PLANS ARE AN INSTRUMENT OF D. ALL SUB FLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. LEDGE STRIP TO BEAM (FACE-NAILED) 3-I Gd EACH JOIST SERVICE AND ARE THE PROPERTY OF THE LAND N/F OF r' E. ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0"AND OVER J015T ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST WOODED BRIDGE LANE LP- I i� LAND N/F F -NO STRUCTURES- VACANT 150' r ARCHITECT.INFRINGEMENTS WILL WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN. OF(2)2"x8"OR AS SHOWN ON DRAWING. BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER J015T JOSEPH RI I �� �� BE PROSECUTED F. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-1 Gd PER FOOT VACANT 15 I \ �`�_ �` OR AS NOTED @ 6-0" O.C. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. /�_i \,_i zoaa ALL RIGHTS RESERVED G. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. ROOF SHEATHING H. PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON 5TRUCURAL PANELS 8d (TABLE 3.8) I I \ DRAWING. DIAGONAL BOARD SHEATHING 1. ALL FLUSH WOOD CONNECTIONS SHALL BE FA5TEVED WITH RATED GALVANIZED METAL I NG"OR 1"x8" 2-86 PER SUPPORT CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. I N 10"OR WIDER 3-8d PER SUPPORT -_ ^II _-__--___- j I J. NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2NG"STUDS I -� SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE CEILING SHEATHING ATTACHED NAILING SCHEDULE. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD �� I i \I I Robert 1. Brown K. PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES AND Gd NAILS @ 12" WALL SHEATHING O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. SILL SHEATHING PANEL 8d (TABLE 3.9) % ,' 1\\\ ' J - -��� L { L. ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. Architect, P.C. M. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE FIBERBOARD PANELS 8d 3"EDGE/G" FIELD i TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS, PROVIDE I i 20 Bad Ave. Greenport NY HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. FLOOR SHEATHING �, I\ �; `;> 1 info@ribrownarchitect.com 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS, IMPACT RESISTANT AS STRUCURAL PANELS (�`� r ► r� \` OREGON ROAD 631 477-9752 REQUIRED. 8d G"EDGE/ 12" FIELD G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. GREATER THAN I" i Od G"EDGE/G" FIELD ELEV. 61.7 - I `� f z ` 7. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH XNSI/AF A PA WCFM-1995.(SEE NAILING DIAGONAL BOARD SHEATHING 1 SCHEDULE) I"OR LESS 2-8d PER SUPPORT OL BROWN j \�� \II \`�\ w ------ 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS 5HAL BE EPDM OR APPROVED RUBBERIZED 3-8d PER SUPPORT SANDY LOAM -1 0 ��I I _ ROOF FRAMING _ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, MEMBRANE. 1 I �" 62 UNLESS ACTING UNDER THE DIRECTION OFA 9. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER mil, + LICENSED ARCHITECT,TO ALTER ANY ITEM ON 10, STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES, EXCEPT CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T SM LOAMY SAND , THIS DRAWING IN ANY WAY,ANY AUTHORIZED STEP FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP -3.2' CHIMNEY, AND ROOF AND WALLS. DESCRIBED IN ACCORDANCE AND CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP �\ r DEscRISED[NAccoRDANCEwITHTItELAw. 1 1 . INSULATION SHALL BE GATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE RIDGE STRAP(EACH END) 2 PER TIE BROWN ca o 1 I I LIST OF DRAWINGS 2-112 lb, DENSITY FIBER-GLAS5 BATT5 CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END MEDIUM I r' FIBROUS GLA55 INSULATION. NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END SAND I I (K-G.5 PER INCH) BY ICYNENE OR APPROVED EQUAL SHAL BE PROVIDED AS INDICATED ON DRAWINGS. x 12. NEW INTERIOR DOORS SHALLBE......» WALL FRAMING SP GRAVEL 62'� I II RESIDENCE E 1 BASEMENT FIRST FLOOR ELECTRIC PLANS 13. NEW HARDWARE SHALL MATCH EXISTING. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT 8 7' I A I SITE PLAN, GENERAL NOTES E2 SECOND FLOOR ATTIC ELECTRIC PLANS 14. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO ASTM C3G, AND SHALL BE TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.SIDE o "SHEETROCK5W" BY U.S. GYPSUM CO. OR APPROVED ECUAL. GYPSUM WALLBOARD THICKNESS SHALL BE STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O.C. ` A2 SCHEDULES � DETAILS M I BASEMENT � FIRST FLOOR MECHANICAL PLANS I/2" HEADER TO HEADER(FACE-NAILED) IGd IG"O.C.ALONG EDGES _ 'g5-0 ' \ A3 FOUNDATION PLAN E2 SECOND FLOOR � ATTIC MECHANICAL PLANS 15. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED AND SPACKLED THREE(3) COATS. ALL EXTERIOR TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY PALE /' / _ �� I _64 CORNERS SHALL HAVE METAL CORNER BEADS. 62 I BOTTOM PLATE TO FLOOR JOIST, BAND J015T, MEDIUM I � � So, ` � �" A4 FIRST FLOOR PLAN FINISHES END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT SW SABND II ` �,I r A5 SECOND FLOOR PLAN GARAGE 1. NEW FLOORS SHALL BE A5 DESIGNATED ON THE FINISH SCHEDULE. FLOOR FRAM I NG GRAVEL I r 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. 1� / ; AG ROOF ATTIC PLANS GA I FOUNDATION AND FIRST FLOOR PLANS JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST �,, � I � 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END NO WATER I� I `� A7 ELEVATIONS GA2 ROOF PLAN SCHEDULES SET ADHESIVE. 17' � '"-- I I ` BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END rra�. I I `_� _ 1 ,' ' I 243.85 4. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED W AB ELEVATIONS GA3 ELEVATIONS SECTION CLIENT OWNER BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK JULY 24 2021 S 5r°41 Q"_ _ -_,' - �_� r -� 490.91'--" ' M0N• '� EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND -� A9 SECTIONS � DETAILS GA4 ROOF FRAMING PLAN RECOMMENDATIONS. COLOR TO BE SELECTED. LEDGE STRIP TO BEAM (FACE-NAILED) 3-I Gd EACH JOIST K. WOYCHUK LS , EDGE OF PAVEMENT OREGON AD �' 5. EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST --' - " BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND BAND JOIST TO JOIST(END-NAILED) 3-I Gd PER JOIST ----6: bz=- ` A I O INTERIOR ELEVATIONS GE I FIRST FLOOR ELECTRIC PLAN OLSON FAMILY - PAINTED. PAINTING SHALL BE TWO (2) COATS BENJAMIN MOORE AQUA PEARL LATEX BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT -VACANT 150'- Al I FIRST FLOOR FRAMING PLAN GM I FIRST FLOOR MECHANICAL PLAN PAINTED, COLOR TO BE SELECTED . SITE PLAN Al 2 SECOND FLOOR FRAMING PLAN 202,0 TRUST G. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, l\ND FINISHED WITH TWO (2) ROOF SHEATHING BASED ON SURVEY BY COATS BENJAMIN MOORE LATEX ACRYLIC 5EMI-GLO55 PRINT . STRUCURAL PANELS 8d (TABLE 3.8) SME ELE✓AT/ONDAR/M: NAVD88 KEN WOYCHUK A 13 ROOF � ATTIC FRAMING PLANS DIAGONAL BOARD SHEATHING ZONE: AC 581,600 SF = 13.35A H VAC I NO'OR I"x8" 2-8d PER SUPPORT 0 1"x 10"OR WIDER 3-8d PER SUPPORT 0 60 120 180 DATED MARCH 29, 2021 1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES S.C.T.M.# 1000-73-1-2.2 NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND_-OOL THE LIVING SPACES CEILING SHEATHING PROJECT TITLE AS INDICATED ON THE PLANS AND AS REQUIRED BY THE RESIDENTIAL CODE OF NEW GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD YORK STATE 2015, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE TO WoRK, WALL SHEATHING NEWJWADENU--� 2. PROVIDE AIR-HANDLERS, DUCTWORK, AND CONTROLS AS NECE55ARY TO STRUCURAL PANEL 8d (TABLE 3.9) GRADE AT GARAGE z 14495 Oregon Road COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZON=5. FIBERBOARD PANELS G4.0 F.F.E.: 749 GALLON SEPTIC 7/IG" 8d 3"EDGE/G" FIELD DESIGN LOAD CALCULATIOPJS (UNIFORM LIVE LOADS) EJECTOR PUMP +G3.8' APPROXIMATE g TANK(TYP.) Cutchogue,I`n'11935 PLUMBING 25/32" 8d 3"EDGE/G" FIELD GRADE EL: p BY FUJICLEAN 1. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, AND SERVICES GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD PER TABLE 301 .5 AN SLEEPING 201 5 +G2,0' APPROXIMATE NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS HARDBOARD 8d (TABLE 3.9) ROOMS OTHER THAN SLEEPING 40 PSIri GRADE EL: +G2.0' AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEIV YORK STATE 201 5, OR SLEEPING ROOMS 30 PSI 2% PIPE LE: DRAWING TITLE PAKTICALBOAKD PANELS 8d (TABLE 3.9) DOWN PIPE I.E: I.E: 59.2• "AD 8.G REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE'NORK. DIAGONAL BOARD SHEATHING ATTICS WITH LIMITED STORAGE 20 PSI G 1 .4 59.5 SITE PLAN 2. CONFORM TO THE NEWYORK STATE ENVIRONMENTAL CONSERVATION LAW WITH I NO OR 1 ,x8" 2-8d PER SUPPORT ATTICS WITHOUT STORAGE 10 P51 4" DIAMETERREGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE I"x IO"OR WIDER 3-8d PER SUPPORT STAIRS 40 P51 APPROVED SEWER ° °APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES" AS PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. FLOOR SHEATHING PIPING (TYP.) ENERAL NOTES 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE (2) LEACHING FOOL SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER, UPON COMPLETION,THE STRUCURAL PANELS MIN. l 12" SLOPE:Y5""// 12 8' DIA, x G'-0' EEP I"OR LE55 8d G"EDGE/ 12" FIELD R301 .2(I) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I 12'-0" I 8 0 GREATER THAN I MIN. PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF MIN. SOUTHOLD. DIAGONAL BOARD SHEATHING I Od G"EDGE/G" FIELD 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, SCALE CERTIFICATIONS, LICENSES AND INSPECTIONS AS5 REQUIRED BY LOCAL, STATE, AND I"xG" OR I"x8" 2-8d PER SUPPORT WIND DESIGN °OBJECT TO DAMAGE FROM SEPTIC C DOSS-SECTION March i4,ZoaZ VARIES I"x i 0"OR WIDER 3-8d PER SUPPORT GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN DRAWING NO. FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. SNOW WINDBORNE DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL NOT TO SCALE LOAD SPEED TOPOGRAPHIC 5PECIAL WIND DEBRIS CATEGORY WEATHERING FP05T LINE TERMITE TEMP REQUIRED INDEX TEMP 3 BEDROOM HOUSE: MINIMUM 1250 GALLON SEPTIC TANK (MPH) EFFECTS REGION ZONE DEPTH BOTTOM OF LEECHING POOL ELEV: G.O' 20 130 NO NO 3 B 5EVERE 3G" MODERATE TO HEAVY 1 5° NO VE 9 1 1500 1 52.2° EL. +3.0 NO WATER FOUND 1 of 23 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY M O RTO N BUILDINGS GENERAL SPECIFICATIONS JOB NO.1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 1 28-1 1 6352 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. NAILED 8"O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED ANCHORED ON CONCRETE- COLUMNS ARE ATTACHED TO CONCRETE BY USE OF 1/4" H.R. STEEL COLUMN AS ►SOT�, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. LO SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY (2) 1/2" DIA. x 8"THREADED RODS EMBEDDED 6" l���! ��� U DATE: g p # ?Lf•) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE INTO THE CONCRETE WITH HILTI HIT-HY 200 V3 ADHESIVE. COLUMN IS FASTENED TO SOCKET BY (4) 1/2"x6"M. .DIRECTION&THE LICENSED / REGISTERED ENGINEER . 0— N BOLTS & (8) 1/4"x2-1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS. E3Y.)71FY gUiLGi.r,- AT4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE Q— , ':.U2 8 A!vy TO " r;� FOR i HE w TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 1 , .T o FM NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' m ';_LOUti ING ii,4,�,'�.,i f'..1 : OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. %t.�'vDATI;_)i T�NO ��c SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O z QUIR D Z PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH Jn FOUt;EL' CC`P,'CRETE 0 ri/ Z ��OUGH - Fr?,.,;i:°u" & PLUMEING COMPLY WITH ALL CODES OF ! ^ USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. UL?iTi01v' v ODES 0 V .I_ - CO'l�7FUc'�^ NEW " ORK STATE & TOJV:� C OCCUPANCY OR CV 0- i,ION MUST ' FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" C AS REC�Us� AND CG"!Dll-IONS OF v -: OMFi.c;�. -,��; c.o' USE IS UNLAWFUL � O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR C0'1ISTRUCTi::N SHALL MEET THE `.. J'rt�_t�.9E:NTS GF THE CODES of NEW - _... - WITHOUT CERTIFICAT A^ a1„u BOARD BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. :il< STATE, NOT RESPONSIBLE FOR ""'�""'�"� - 4 SIGN OR CONSTRUCTION ERRORS. "-C- 7,7D T TRUSTEES OF OCCUPANCY Q W ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED ('v - 1 1 1 AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE Z Z AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT O r r It I STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. ;.CT;,I'', STORf�I WATER RU��OFF i_f;SU�Jff TO CHAPTER 236 LI OF THE TOUu'Fd CODE. SIDING PANELS & ROOFING (FLUOROFLEX 1000 TM) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME L1J Z ... o STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON = U EXTERIOR. 5 0 TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, O CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. 11W U Lj PLUMBING to GUTTERS- 5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH ALL PLUMBING WASTE V) &WATER LINES NEED :D LLJ ; SIDES OF THE BUILDING. TESTING BEFORE COVERING OO 2x4 F 1 F 1 C NC 09/20 O z U R_'C. e(;I 1 N F; ,Q I .ED x V)_I O EARTHQUAKE DESIGN DATA TABLE o w zo 0.2 SEC SPECTRAL RESPONSE ACCELERATION (Ss) 0.178 TRUSS PLACARQING R7QU"Rf} 1.0 SEC SPECTRAL RESPONSE 0.05 PLUMBER CERTIFICATION < 1 t�i ACCELERATION (Si) ON LEAD CONTENT BEFORE SEISMIC DESIGN CATEGORY B CERTIFICATE OF OCCUPANCY must provide Manuals m 0 LU RISK CATEGORY (TABLE 1604.5) 1 SOLDER USED IN WATER SITE CLASS D SUPPLY SYSTEM CANNOT Nys D,� and r as Code n �W 8 LIGHT FRAMED WALLS SHEATHED EXCEED 2110 OF 1% LEAD. E Blower door _J BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS End duCtivork —� SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR STEEL SHEETS testing required. z RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR 500 LBS DRAWN BY.• STH BUILDING DESIGN CRITERIA DATE: 8/2/2022 BUILDING DESIGN CODE 2020 BCNYS I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS CHECKED BY. EM USE GROUP U BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT DATE: 8/15/2022 CONSTRUCTION TYPE VB SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED CURRENT LUMBER SPECIFICATIONS (06-01-2013) RISK CATEGORY I PROFESSIONAL ENGINEER. REVISED DA TE.' ---- SIZE DESCRIPTION BENDING VALUE Fb Date: 2022.08.28 REVISED DATE.' ---- 2x4 NO.2 SPF 1313 PSI BUILDING AREA 2025 SQ. FT. BUILDING DESIGN ELEVATION 80 FT 1 5:11 :42 -05'00' REVISED DATE.' SHEET INDEX 2x4 NO. 1 SYP 1500 PSI ---- 2x4 2100f MSR SPF 2100 PSI ROOF SNOW LOAD * 20 PSF ADAM CRUTCHLEY, P.E. REV/SED DATE: -- :j - SHEET# DESCRIPTION 2x6 NO. 2 SPF 1138 PSI GROUND SNOW LOAD 20 PSF adam.crutchley@allieddesignoes.com WIND SPEED VOLT DATE: REG.# G1 OF G1 SPECIFICATIONS & SHEET INDEX 2x6 NO. 1 SYP 1350 PSI ( ) 130 MPH . SF1 OF SF2 FOUNDATION PLAN & DETAILS 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VASD) 101 MPH ) OF N>E�y SF2 OF SF2 FOUNDATION DETAILS 2X6 2400 MSR SYP 2400 PSI OR AS1 OF AS1 ANCHOR SOCKET PLAN 2x8 NO. 1 SYP 1250 PSI � T� yo,P� S1 OF S8 COLUMN PLAN 2x8 2400 MSR SYP 2400 PSI ROOF SNOW LOAD CALCULATIONS All exterior lighting 1k r 2x10 NO. 1 SYP 1050 PSI Pf = 0.7 x Ce x I x Pg x Ct installed replaced or '= iu S2 OF S8 TRUSS PLAN & DETAILS ' 2x10 2400 MSR SYP 2400 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 repaired shall conform y S3 OF S8 TRUSS DRAWING & DETAIL 2x12 NO. 1 SYP 1000 PSI I = IMPORTANCE FACTOR = 0.8 ern to Chapter 172 S4 OF S8 ELEVATIONS Pg = GROUND SNOW LOAD = 20 PSF Fd 1o0 2x12 2250f MSR SYP 2250 PSI Ct = THERMAL FACTOR = 1.2 of the Town Code '°RO NPR' S5 OF S8 SECTIONS & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Pf = 0.7 x 1.0 x 0.8 x 20 x 1.2 - 13.44 PSF FE$S10 S6 OF S8 SECTIONS & DETAILS 3 1/2"x15" GLU-LAM 1650 PSI Cs = ROOF SLOPE FACTOR = 1.00 S7 OF S8 SECTIONS & DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSI Ps = Pf x Cs = 13.44 x 1.00 = 13.44 PSF S8 OF S8 SHEARWALL DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI Psmin= 20 PSF SCALE.- AS NOTED SHEET NO: OF: Gl G1 OFFICE: DESIGN AND EXPLANATORY NOTES1- CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 1 28-1 1 6352 CONDITIONS MAY REQUIRE MODIFICATIONS. 2.) CONCRETE FLOOR NOTES: a. 4000 PSI CONCRETE. o b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. %0 op C) c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A Q— N COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE o � �- FLOOR. �_ ad 8'-2 3/8" d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. Lu e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A 0 COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 0 Z I A 40 PSI. (N Z SFl 0 ( O N v 451_011 45'-0" 3.) CONCRETE FOUNDATION NOTES: }- a. CONCRETE & REINFORCING BAR SPECIFICATIONS: -j Z - 4000 PSI - GRADE 60, DEFORMED REINFORCING BARS. C b. VERTICAL REINFORCING: Q ICI 1 1 1 37-1 1 3/4" Li SF2 - HOOK VERTICAL REINFORCING IN FOOTING. LL -SPLICE LENGTH SHALL BE 12"MINIMUM. Z z - COVER SHALL BE 2 1/2" MINIMUM. O c. HORIZONTAL REINFORCING: - HORIZONTAL REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICE J AROUND ALL CORNERS. -SPLICE LENGTH SHALL BE 12"MINIMUM. W Z , - COVER SHALL BE 3" MINIMUM. °�° b� 0 4.) NOTCH WALL DOUBLE THE THICKNESS OF THE INTERIOR FLOOR PLUS THE HEIGHT OF LL- T- THE WALL ABOVE THE FLOOR (IF APPLICABLE). NOTCH WALL 12" DEEP AT DOOR 0 OPENING. D W F- to zz � U_ J ^� O I..L F- ~ = ix O Z U � o co 6-8 5/8" � Z _I O =O 1 7 m 3'-3 3/8" O SF2 O Z Q OHD NOTCH OHD NOTCH = LL ao 0'-0:: 0'-01: c � Z 1 1 1 N B B O SF2 QLu M SF2 � m 0- 2'-6" 18'-0" 4'-0" 18'-0" 2'-6" W g Lu o O N O CV CV 04 d _ > L J Z FOUNDATION PLAN DRAWN BY.- STH DATE: 8/2/2022 CHECKED B Y.• E M FOUNDATION PLAN DIMENSION - DATE: 8/15/2022 REVISED DATE. ---- EXPANSION JOINT REVISED DATE. ---- 6"TO 12" REVISED DATE., ---- FINISH GRADE REVISED DATE., ---- 6"CONCRETE FLOOR 3'-0" 4' WIDE R-10 PERIMETER INSULATION & 6 MIL VAPOR BARRIER T 2 1/2" 4" MINIMUM COMPACTED GRANULAR BASE 1 �L OR IN SITU GRANULAR SOIL O� Nf°� R-10 PERIMETER INSULATION " �' U u Y 10" CONCRETE FOUNDATION WALL y 12" #5 HORIZONTAL BARS @ 24"O.C. ui C� W 24" #5 VERTICAL BARS @ 24" O.C. TYPICAL FOOTING w/3-#5 CONTINUOUS BARS 100714 OFES SIO FOUNDATION SECTION A SCALE: m 2' 8' SCALE: AS NOTED SCALE: 1/2" = l'-0" l' 4' 16' SHEET NO: OF: SFl SF2 6„ OFFICE: 1/4" PER FOOT SLOPE FOR r— CUTCHOGUE, NY 2'-0" FROM 10P OF 1/2" LIP - REMAINDER OF FLOOR IN JOB NO. BUILDING IS LEVEL 1 28-1 1 6352 1/4" PER FOOT SLOPE 6"CONCRETE FLOOR 6" CONCRETE APPROACH 1" 1/2" LIP ° . . 6x6/10x10 WWM — — — — ° d w Lo i — SLOPE GRADE AWAY FROM — — ° A SEE NOTE #4 "' " d ° d. w:: APPROACH A MINIMUM OF ° rl cv 1/4" PER FOOT SLOPE FORA 6„ d :.: :: .. F— ` M MINIMUM DISTANCE OF 5-0" 1 1/2" A'� 4" MINIMUM COMPACTED � 0_ 15 1/2" GRANULAR BASE OR IN "' m SITU GRANULAR SOIL #4 CONTINUOUS REBAR O AROUND PERIMETER 3 d C 0/ Z 6' a OVERHEAD DOOR CONCRETE JAMB DETAIL o � o SCALE: 1"= l'-0" � CL C G d FOUNDATION PLAN DIMENSION H L u OVERHEAD DOOR CONCRETE APPROACH SECTION B 6"CONCRETE FLOOR z Z SCALE: 1"= l'-0" I O J d d a ';. a a a O --� W z w 4 = t. ... ........ 6 • a IL O U 3:, U 4" MINIMUM COMPACTED GRANULAR BASE w '12 OR IN SITU GRANULAR SOIL ! 1 v J 3" 6" 3" 244 CONTINUOUS REBAR D W ; o z 0 � o THICKENED FOOTING SECTION C J Q a SCALE: 1 1/2" = V-0" O Z O Q Cf� Z LLJ 2 O Lu ly w co CL W H 0 Lj i 8 NOTE: —� STANDARD REINFORCEMENT NOT —J SHOWN FOR CLARITY FOUNDATION PLAN DIMENSION Z (FROM EDGE OF DOOR NOTCH) FOUNDATION PLAN DIMENSION 3 3/4" (FROM EDGE OF DOOR NOTCH) 22 1/2" 6" E BY.' STH 3 3/4" 33/4" 8/2/2022 1 1/2"CLEAR 2 1/2" 6" 6" 2 1/2" 2 1/2" COVER CHECKED BY: EM CLEAR CLEAR DATE. 8/15/2022 COVER COVER __ _ _ —_ — _ —i = A� REVISED DATE.• ---- INTERIOR OF WALL 10" I I I I 12 REVISED DATE.' ---- II IIi� OHD NOTCH #4 HORIZONTAL REBAR ---- DEPTH REVISED DATE � �I .' �I I (I dl I (I41 REVISED DATE. ---- — - - - - - - - - - - — — HEX HEAD ANCHOR BOLTS II II 4" EXTERIOR OF WALL 4" II II #4 HORIZONTAL REBAR #4 VERTICAL REBAR II II ,N(�,oF N W y 4 1/4" 4 1/4" II II y� �Urcy��� (2) CAST IN `— #4 VERTICAL REBAR (2) CAST IN PLACE 3/4"0 PLACE 3/4"0 II II � � Lu C'y W F1554 GR. 36 F1554 GR. 36 HEX HEAD HEX HEAD u u BOLTS W/ 10" BOLTS W/ 10" A. laOZZ`� EMBEDMENT EMBEDMENT q�FESS10�4` ANCHOR REINFORCEMENT DETAIL # 1 ANCHOR REINFORCEMENT DETAIL # 1 SCALE: AS NOTED SCALE: 1"= l'-0" (PLAN VIEW) SCALE: 1" = l'-0" (ELEVATION VIEW) SHEET NO: OF., SF2 I SF2 OFFICE: CUTCHOGUE, NY JOB NO. 128-116352 L0 0 v C6 04 �o 11 0 04 04 N04 ? CN CN 0 7-4 1/2" 7'-6" 7-6" (N 7'-6" N 7'-6" co 7-4 1/2" Lu z CN z w 0 0 1-911 1-911 44 44 < 37-4 1/2" 37-4 1/2' LL Lu z 0 29'-10 1/2" 29'-10 1/2" .......... Lu ............ --u 22'-4 1/2" 22'-4 1/2" F- 0 u 0�2 < ca NO z -j <1 w 14'-10 1/2" 2!14'-101/2" o 10 0 z 7'-41/2" jo 7'-4 1/2" 0 04 0 0 0 n 01-01, 4— 01-01, < z Lu 0 Lu 18'-0" 18'-0" m ,1,- C-) U-j N b ON, CV b 04 NNE' z N2'-4 1/2" 2'-0" — — 2--0" 114-2'-4 1/2" ANCHOR BOLT / COLUMN SOCKET PLAN eD'RAWNBY.• STH DATE: 8/2/2022 CHECKED BY.- EM DATE., 8/15/2022 REVISED DATE., ---- REVISED DATE: ---- REVISED DATE: ---- REVISED DATE: ---- Ej ANCHOR SCHEDULE COLUMN SOCKET SCHEDULE KEY ANCHOR DESCRIPTION ANCHOR EMBEDMENT SOCKET DESCRIPTION NBI ITEM # QUANTITY Of W (2) 1/2" DIAMETER HAS RODS WITH HILTI 6" A3 INTERMEDIATE SOCKET (13"TALL 3-MEMBER SOCKET WITH 2363141100101 16 r— 0 HIT-HY 200 ADHESIVE (2) 5/8" DIAMETER HOLES) *Olt` y�� (2) 1/2" DIAMETER HAS RODS WITH HILTI B3 JAMB/CORNER SOCKET (13"TALL 3-MEMBER SOCKET WITH 6" 2363151100101 6 Lu HIT-HY 200 ADHESIVE (2) 5/8" DIAMETER HOLES) cl) ui (2) CAST IN PLACE 3/4"0 F 1554 GR. 36 D3 JAMB SOCKET (13"TALL 3-MEMBER SOCKET WITH (2) 1 1, HEX HEAD BOLTS W/ 10" EMBEDMENT 10 2363271100101 2 DIAMETER HOLES) 0 10 0 7-L)q AS 0FES. %. T 2' 8' SCALE: I SCALE.• AS NOTED 7, 4' 16' SHEET NO: OF: AS AS 1 rOFFICE., CUTCHOGUE, NY LJOB NO. 1 128-116352 L0 r 1 110� 04 C14 04- 04 , 8 9 Lu 7-4 1/2"' 7-6" ?"-6" b 7-6" 7-6" co 7-4 1/2" 1'-0"VENTED SIDEWALL OVERHANGS ry D z 1'-0" NON-VENTED ENDWALL OVERHANGS 0 Q000 Lu Q F G A V 0 S7 S7 S5 S5 I (�J 441-911 >j 44 Fr; 11171--oo < Lu ILL F—T 37-4 1/2" Lu 37-4 1/2" -`X7— 7'-6" 0 C z '\S6 V) Q ........... X7- 29'-10 1/2" 29'-10 1/2" Lu LLi ......... ........... ILL 22'-4 1/2" 22'-4 1/2" 0 "'L2 V) cc z D LU 14'-10 1/2" a- <1 14'-10 1/2" o Z40 z 0 7'-4 1/2" 0 o 0 z d 01-01. Lu O Y44E D B co CL S6 S6 I S5_1 ui ui N 18'-0" 180. 8 T_ Q Lu C4 :04 I- b b 2'-4 1/2" 2'-0" 2'-0" 2'-4 1/2" COLUMN PLAN eDRA WN BY.• STH DATE.' 8/2/2022 CHECKED BY., E M DATE: 8/15/2022 REVISED DATE.* ---- REVISED DATE-7 ---- REVISED DATE: ---- REVISED DATE. I____ N of: N COLUMN PLAN LEGEND co r�yf,�� 0 - 3-2x6 LAMINATED COLUMN LOCATION 13 - 3-2x6 LAMINATED COLUMN W/ ADD'L LAMINATE LOCATION Lu ui HEADERED TRUSS LOCATION 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, LEFT HINGE WITH CLOSER, LOCKSET 9 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, RIGHT HINGE WITH CLOSER, PRIVACY LOCKSET (2) 18'-2"xl0'-l"OVERHEAD DOORS 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION) 2' 8' SNOW RETAINERS SCALE: R� I- SCALE: AS NOTED ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS , 4' 16' DOUBLE 3/4"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S8) 7 SHEET NO: 0 S 8E) OFFICE: CUTCHOGUE, NY 3� JOB NO. 1 28-1 1 6352 (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE i V) 0_ M D Lu Z OVERHANG FRAME I � � Z 2x6 OVERHANG NAILER I O ! ^ z N v CL z W 45' CUSTOM R.C. TRUSSLL 1 1 1 S2 (7) 4"STRUCTURAL SCREWS z Z • O 3-2x6 CORNER COLUMN � o _ o _ _ o .................. ............................ ............... ........ ... . w TOP CHORD OF 45' CUSTOM R.C.TRUSS w I DETAIL L A SCALE: 1 1/2" = l'-0" ...................... ............................ ............................ .......................... LL _ ''..'U O i—i•i w U ........................ ............................ ............................ .......................... I W 1-- '� I . I • I - - D Luz Q........0..... ............................ ............................ ..................0.. ' I rvol a 6 4"STRUCTURAL SCREWS PER CONNECTION z U 0................... ............................. ............................ .......................... I 2 MEMBER END COLUMN EXTENSION OR O O O B UPRIGHT ASSEMBLY FASTENED TO END X S2 RAFTER ASSEMBLY AS SHOWN AND TO J O s EACH INTERSECTING WEB. FASTEN TO 7 sO O2 .................. ............................ ............................ .......................... . I HEADER AND FRAMING MEMBER WITH (2) O Z O OOO 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. - - - - - - - - - A Q fi T I S2 �., DETAIL B u O Lu Q g 7'-4 1/2" 7'-6" 7'-6" 7'-6" 7'-6" 7'-4 1/2" SCALE: 1 1/2"= V-0" Q � 1 1 o04 04 04 O1 _! o >- �- z N N d' TOP CHORD OF 45' CUSTOM R.C. TRUSS TRUSS/BRACING PLAN DRAWN BY.• STH F T T'� I • I I • I DATE.• 8/2/2022 I I • ( • I CHECKED BY: EM • I I • I I I I I • I DATE.- 8/15/2022 REVISED DATE.• ---- (8) 4"STRUCTURAL SCREWS PER CONNECTION REVISED DATE: ---- ---- FULL HEIGHT 3-2x6 LAMINATED COLUMN REVISED DATE.' REVISED DATE., ---- OF N ty R T USS/BRACING PLAN LEGEND DETAIL C . r W ui SCALE: 1 1/2" = l'-0" 1 -45' CUSTOM R.C.TRUSS y 2 - DOUBLE 45 CUSTOM R.C. TRUSS 3 -2x4 TRUSS TIES Op 101) a -2x6 DIAGONAL END BRACES R�FESS1�� s -2x4 RAFTER (NO. 2 SPF) W/ 2xl0 BRIDGING 2 8 SCALE: SCALE: AS NOTED 1' 4' 16' SHEET NO: OF: S2 S8 roFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 1 6352 TRUSS SPACING 7'-6" O.C. LIVE LOAD 20 PSF o DEAD LOAD 4 PSF ! 1 CEILING LOAD 2 PSF v ch %o TOTAL LOAD 26 PSF w m 8'-9" ~ O Z � -- 1 4 zp O N 0- ILL w w 44'-9" z z O 45' CUSTOM R.C. 7RUSS O t-u , SCALE: 3/8"= l'-0" W LLi .. O O W ` W F— V J /D Lu /�� F- O LL � ~ = O z U O � o J O p z _ � O HEADLOK .19"x6.0" FLATHEAD LAG SCREW Q (f5 Z (ICC-ES REPORT ESR-1078) ry I 1 1 = V) 2x4 PURLIN coCL W g W l g �- R _J II II � II I I Z I I 60d R.S. NAIL N. 20 GA. GALVANIZED 20 GA. GALVANIZED DRAWN BY.• STH TOP CHORD o PURLIN CONNECTOR BOTTOM CHORD o PURLIN CONNECTOR OF TRUSS OF TRUSS DATE: 8/2/2022 CHECKED BY.' EM • .` o' : ` DATE: 8/15/2022 REVISED DATE: - (1) #9x1" HWH SCREW ON PEAK SIDE AND (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) REVI ED A ---- (2) #9x1" HWH SCREWS ON EAVE SIDE OF ON EAVE SIDE IN HOLES SHOWN. REVISED DATE., ---- PURLIN IN HOLES SHOWN (JOINT MUST BE (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) TIGHT BEFORE FASTENING CLIPS) REVISED DATE., --- 2x4 BUTTED PURLIN DETAIL 2x4 TRUSS TIE DETAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1/2"= V-0" of: N 1y SCALE: 1 1/2"= l'-0" G PtU }" �� oc W C1 W 7G NP��� dFES S 10 (SCALE: AS NOTED SHEET NO: OF.• S3 I S8 OFFICE.- DESIGN AND EXPLANATORY NOTESr- CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE 1 28-1 1 6352 NAILERS AND ARE TO THE CENTER OF THE DOOR UNIT. VERIFY ALL DOOR LOCATIONS WITH THE OWNER. • o n_ N i ^ ` D^/ W I.L. m OZ Lu O I.� Z w w z z O EL em "", L1J Z o NORTH ELEVATION = O : w w E--- J W 12 12 O 4 T#16 GABLE TRIM 4 F— = O z U O HI-RIB STEEL SIDING m T#21 CORNER TRIM z O T#167 TRANSITION TRIM = CL HI-RIB STEEL WAINSCOT Q O T#167 BASE TRIM W/T#198 1 1 1 co w N 40'-0" 5-0" Q U-j g EAST ELEVATION —' o ZQ WEST ELEVATION VENT-A-RIDGE DRAWN BY.- STH DATE.- 8/2/2022 CHECKED B Y.• EM 5"O.G. GUTTERS DATE.' 8/15/2022 -T-T REVISED DATE.• ---- REVISED DATE.' ---- HI-RIB STEEL SIDING REVISED DATE.' ---- T#21 CORNER TRIM REVISED DATE: ---- T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT T#167 BASE TRIM W/T#198 /�1 4F Ncl W 1l'-6" 22'-0" W O �O C! W O O �%r) p 1 0 0 2 2q SOUTH ELEVATION RaFEssio ` 2' 8' (5�CALEAS NOTED SCALE: F F= SHEET NO: OF.- 4 1' ' 16' S4 I S8 OFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 1 6352 FLUOROFLEXTM 1000 HI-RIB STEEL Lo 2x4 PURLINS @ 24" O.C. O (2100 MSR SPF) U INSULATION STOP/ so AIR DEFLECTOR �— N 2x4 BEV. PURLIN V) ' ® �— w FILLER STRIP I- 2x6 BEV. FASCIA a O O z TRUSS IN COLUMN Lu 5"O.G. GUTTERS SADDLE N z 45' CUSTOM R.C. TRUSS LAMINATED COLUMN O O T#144 & 146 FASCIA TRIM (V m SOFFIT D C HI-RIB/SOFFIT CAP TRUSS SADDLE ISOMETRIC _ � 9" (R-30) BLANKET INSULATION z 2x6 OVERHANG NAILER 4 MIL BLACK VAPOR RETARDER ACOUSTICAL HI-RIB STEEL 2x4 TOP BLOCK &T#11 LL (2) 1/2"x5 1/2"M. BOLTS & 6" (R-19) BLANKET INSULATION W/ I 1 1 (8) 4" STRUCTURAL SCREWS 4 MIL VAPOR RETARDER z Z 16" DEEP UNFACED FIBERGLASS INTERIOR HI-RIB STEEL O INSULATION UTILIZED AS FIRE BLOCK J COLUMN PLAN DIMENSION 2x2 VERTICAL BLOCKINGIlk FLUOROFLEXTM 1000 HI-RIB STEEL AT COLUMN LOCATION W z 2x4 STRIPPING I 2x4 NAILERSLLi ( 3 ) ROWS 2x4 NAILERS (2100 MSR SPF) FASTENED W/ 'n`Q (3) 16d R.S. NAILS AT INTERMEDIATE LOCATIONS & (4) I ~ 00 l<:;.::..0 12'-0" 16d R.S. NAILS AT SPLICE LOCATIONS, 2 EACH SIDE U— _ TOP OF WALL 3-2x6 LAMINATED COLUMN U � :O TO HEEL T#167 TRANSITION TRIM u 2x6 NOTCHED NAILER (2100 MSR SPF) FASTENED W/ (3) 16d R.S. NAILS AT INTERMEDIATE LOCATIONS & (4) FLUOROFLEX 1000 HI-RIB STEEL W C~—, so 16d R.S. NAILS AT SPLICE LOCATIONS, 2 EACH SIDE 3-2x6 LAMINATED COLUMN V 7/16"OSB PROTECTIVE LINER 1 1 1 2 FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT I 1 ADDITIONAL 2x6 LAMINATE_/ 2x8 TREATED SPLASHBOARD W/PRECOMPRESSED ULTRA-SEAL 13"TALL 3-MEMBER (A3) COLUMN SOCKET WITH DOUBLE 45' CUSTOM R.C.TRUSS 0 (4) 1/2"x6"M. BOLTS & (8) 1/4"x2 1/2" POWER I I I (ABOVE) Z U LAG WASHER HEAD YELLOW ZINC SCREWS _� (2) 1/2" DIA. HAS ANCHOR RODS (6" EMBEDMENT) WITH HILTI COLUMN DETAIL # 1 O Q x HIT-HY 200 V3 ADHESIVE J O EMBED VAPOR RETARDER INTO SEALANT TAPE & HOLD IN PLACE SCALE: 1 1/2"= 1'-0" O 7 O W/ 1"xl-l/2" BLOCK NAILED W/2-1/4" R.W. NAILS 16"O.C. L T#167 2x4 TREATED BASEBOARD W/PRECOMPRESSED ULTRA-SEAL BASE TRIM 2x6 TREATED BLOCK CENTERED IN BAY W/T#198 1 1/2"xl" BLOCK W/T#1798 BASE TRIM Q co� z L_IJ = O C) Lu w FINISH GRADE W r [SEE FOUNDATION DETAILS ON SF1 (2) 1;2"x5 1/2" M. BOLTS & 1 1 1 g (8) 4" STRUCTURAL SCREWS —� _J z .� Z • Le 0 DRAWN BY.• STH SIDEWALL SECTION A 45' CUSTOMR.C.TRUSS DATE.' 8/2/2022 SCALE: 1/2" = 1'-0" CHECKED BY.• EM 12 DATE: 8/15/2022 2x6 STIFFENER 2x4 TOP BLOCK &T#11 REVISED DATE.' ---- REVISED DATE.' ---- 3-2x6 STUB CDLUMN (2) 1 1/2"xl6" HEADER FASTENING SCHEDULE LVL HEADERS REVISED DATE.' ---- FLAT STEEL HEADER STUB JAMB REVISED DATE. ---- MEMBER COLUMN COLUMN 2x6 BLOCK EA. LVL 12 12 T#124 T#15 NOTES: T#129 O.H.D. 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS REQUIRED PER CONNECTION. eOF N 2x2 BLOCK I ALUMASEAL 2. PRE-DRILL HEADERS AS REQUIRED P 'u 0 T#151 TO PREVENT SPLITTING. T#154 T#152 3. IF NUMBER OF SCREWS REQUIRED FOR •�. Q �� T#105 10'-3" HEADER TO JAMB COLUMN CONNECTION 2x3 JAMB (BEYOND; IS EXCESSIVE TO CAUSE SPLITTING, n Lu GRADE TO BOTTOMui BOTTOM 2' TREATED) THE EXCESS SCREWS MAY BE INSTALLED R+ 3-2x6 JAMB COLUMN (BEYOND) W/ ADD'L LAMINATE OF 2x6 BLOCK IN HEADER SUPPORT BLOCKING. wit► � 2x6 TRACK BLOCK (BEYOND; �O� ra02Zq 4k� BOTTOM 2' TP.EATED) ROFESSION� OHD HEADER SECTION B SCALE: 1"= l'-0" (SCALE: AS NOTED SHEET NO: OF., S5 I S8 OFFICE: CUTCHOGUE, NY JOB NO. 128-116352 FLUOROFLEXTM 1000 HI-RIB STEEL ' ` o 2x4 PURLINS v T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS o ' 'o 0_ c N 2x6 FASCIA A n Z rx A Foe g T#194 TRIM i (1) 4"STRUCTURAL SCREW THROUGH STRAP (2) 1/2"x7 1/2' M. BOLTS & �— w m i & INTO BRACE (8) 60d R.S. NAILS D SOFFIT 2' END BRACE STRAP W/ PRE-PUNCHED Z HOLES (BEND TO FIT) FASTENED W/ (V Z HI-RIB/SOFFIT i (3) 0.140 x 1 1/2" R.S. NAILS 0 O CAP TRIM i N �./ � 45 CUSTOM 2x6 DIAGONAL BRACING FASTENED r R.C.TRUSS / TO COLUMN W/(4) 16d R.S. NAILS J CD 2-2x6 E.C.E. 45 CUSTOM R.C.TRUSS — Z DOUBLE 45' CUSTOM R.C. TRUSS 2x4 TRUSS TIEz—-- a _ - - - - - - - - - - - - - - — _ _ — L.L 111 - - - - — — - 12 Z Z 2x6 STIFFENER 2x4 TOP BLOCK &T#11 O 4-2x6 STUB COLUMN (2) 1 1/2"x16" ACOUSTICAL HI-RIB STEEL HEADER FASTENING SCHEDULE —j LVL HEADERS `>J' T#1 1 &T#136 FLAT STEEL HEADER STUB JAMB MEMBER COLUMN COLUMN w Z 2x6 BLOCK EA. LVL 18 12 = LL T#124 T#15 NOTES: O ;:...,p T#129 O.H.D. 1. NUMBERS ABOVE ARE 4"STRUCTURAL U- U SCREWS REQUIRED PER CONNECTION. U ���+ 2x2 BLOCK I ALUMASEAL 2. PRE-DRILL HEADERS AS REQUIRED T#151 T#152 TO PREVENT SPLITTING. W (J T#154 3. IF NUMBER OF SCREWS REQUIRED FOR o 2x3 JAMB BEYOND; T#105 10'-3" HEADER TO JAMB COLUMN CONNECTION w F— 0 ( IS EXCESSIVE TO CAUSE SPLITTING, V U -i OF 2x66 2 BOTTOM 2' TREATED) GRADE THE EXCESS SCREWS MAY BE INSTALLED 3-2x6 JAMB COLUMN (BEYOND) BLOCK BOTTOM IN HEADER SUPPORT BLOCKING. 1 1 1 O 2x6 TRACK BLOCK (BEYOND; � F— 2x4 STRIPPING BOTTOM 2'TREATED) ~ = OQ OHD HEADER SECTION D z U _o � � SCALE: 1"= l'-0" O Q x _1 m O z o _ (.Da OVERHANG FRAME LL O O N Ix w m a. W 0 N Q 1 1 1 8 J 2x10 BRIDGING (OFFSET BETWEEN Z JOIST LOCATED @ STANDARD COLUMN LOCATION) FINISH GRADE 2x4 FLAT BLOCK SEE FOUNDATION DETAILS ON SF1 2x4 RAFTER @ STANDARD TRUSS LOCATION DRAWN BY.• STH SADDLE BLOCK TRIMMED DATE: 8/2/2022 2x6 STIFFENER 2x8 RIPPED BEV. BLOCK CHECKED BY.• EM 3-2x6 STUB COLUMN (2) 1 1/2"x16" DATE: 8/15/2022 Le L*] LVL HEADERS REVISED DATE: ---- FLAT STEEL REVISED DATE: ---- 2x6 BLOCK REVISED DATE: ---- E N D W A L L SECTION C T#124 O.H.D. REVISED DATE.• ---- T#129 SCALE: 1/2"= V-0" 2x2 BLOCK T#151 � ALUMASEAL T#154 T#152 2x3 JAMB (BEYOND; T#105 10'-3" : BOTTOM 2' TREATED) GRADE TO BOTTOM ,�P CRUTL,y0,p 3-2x6 JAMB COLUMN (BEYOND) OF 2x6 BLOCK QP �� 2x6 TRACK BLOCK (BEYOND; $� Lu CG BOTTOM 2' TREATED) i OHD HEADER SECTION E `Fop 10 -L SCALE: 1"= l'-0" R�fEssloW SCALE: AS NOTED SHEET NO: OF.• S6 S8 OFFICE: CUTCHOGUE, NY JOB NO. 1 28-1 1 6352 • o U 9" (R-30) BATT INSULATION N 2x10 BRIDGING (OFFSET BETWEEN JOISTS AND F- o FLUOROFLEXT'" 1000 HI-RIB STEEL LOCATED AT THE STANDARD TRUSS LOCATION) 2x4 RAFTER @ STANDARD TRUSS 2x4 PURLINS @ 24"O.C. w LOCATION (NO. 2 SPF) (2100 MSR SPF) T#16 GABLE TRIM O o Z 2x6 FASCIA A 0 Lu O Z 2xl2 HEADER (NO. 1 SYP) r T#194 FASCIA TRIM FASTENED W/ 16d R.S. V O 2x4 PURLINS @ 24"O.C. GUN NAILS AT 6" O.C, r (2100 MSR SPF) SOFFIT USP JH2O JOIST HANGER J 7V SOFFIT/HI-RIB CAP Z ACOUSTICAL HI-RIB STEEL USP JH2O JOIST HANGER W/ 4 MIL BLACK VAPOR RETARDER 2-2x6 UPRIGHT 2x4 FLAT BLOCK DOUBLE 45' CUSTOM LL 1 1 1 OVERHANG FRAME 2x10 JOISTS @ 16"O.C. 2x12 HEADER (NO. 1 SYP) FASTENED (NO. 1 SYP) 2x4 FLAT BLOCK R.C. TRUSS 7 45' CUSTOM R.C. TRUSS z W/ (g) 4"STRUCTURAL SCREWS AT T#1 1 & 136 Z COLUMN LOCATIONS 2x4 TRUSS TIES 2x4 T#1 1 & 136 2x4 TOP NAILER V) .::::..:.....:.::..:::::.... INTERIOR HI-RIB STEEL "J 2x4 TOP NAILER O '' INTERIOR HI-RIB STEEL W Z 2x10 BRIDGING (OFFSET BETWEEN 2x4 STRIPPING (2) T#11 TRIMS JOIST LOCATED @ STANDARD FLUOROFLEXT- 1000 HI-RIB LL U COLUMN LOCATION) STEEL ACOUSTICAL HI-RIB STEEL U W/ 4 MIL BLACK VAPOR RETARDER O ::;.; 2x4 FLAT BLOCK 2x4 NON-TREATED BASEBOARD 2x6 DIAGONAL BRACING FASTENED ui u r 2x4 RAFTER @ STANDARD TRUSS LOCATION 1/2"x1" BLOCK & T#1798 TO UPRIGHT W/(4) 16d R.S. NAILS W 3-2x6 LAMINATED FULL r— 6" (R-19) BLANKET INSULATION SADDLE BLOCK TRIMMED HEIGHT COLUMN 3/4"T&G PLYWOOD DECKING : 1— O 3-2x6 LAMINATED COLUMN 2x8 JOISTS @ 12"O.C. F— O 5/8"SHEETROCK LINER 2x8 RIM JOIST Z U USP JH2O JOIST HANGER 2x6 DOUBLE TOP PLATE O o 2xl2 HEADER FASTENED V) Q x 'N/ (6) 4"STRUCTURAL SCREWS 2x6 STUDWALL @ 16" O.C. J m SIDEWALL SECTION F O z o 5/8"SHEETROCK LINER SCALE: 1" = l'-O" 6" (R-19) BLANKET INSULATION = CL � W = 8'-1" V)2x4 PURLINS @ 24"O.C. O w (2100 MSR SPF) TOP OF FLOOR TO m n- 2xl0 JOISTS @ 16" O.C. BOTTOM OF JOISTS 5/8"SHEETROCK LINER Lu 0 `n 5/8"SHEETROCK LINER (NO. 1 SYP) Q W S _J 2x4 STRIPPING @ 16"O.C. —J z Z ° 2x4 TREATED BASEBOARD 2x6 TREATED BOTTOM PLATE • W/ PRECOMPRESSED ULTRASEAL FASTENED W/ 1/4"x2 3/4"TAPCONS DRAWN BY.' STH DATE: 8/2/2022 CHECKED B Y.- EM FINISH GRADE +' ,:. DATE.- 8/15/2022 2x4 FLAT BLOCK SEE FOUNDATION DETAILS ON SF1 SEE THICKENED FOOTING DETAILS ON SF2 REVISED DATE.' ---- 7'-6" REVISED DATE.' ---- DECK LOADING: REVISED DATE.' ---- LIVE LOAD 60 PSF REVISED DATE.' ---- (2) 1/2"x7 1/2"M. BOLTS & DEAD LOAD 10 PSF (8) 60d R.S. NAILS TOTAL LOAD 70 PSF 3-2x6 LAMINATED COLUMN f: N .� W/ADDITIONAL 2x6 LAMINATE SPAN BAY/FLOOR SYSTEM SECTION H ,�= ur�y0,� SCALE:1/2"= l'-0" c d Lu n W SIDEWALL SECTION G SCALE: 1"= V-0" 1aoz2 p �4 ��d R OFFS S113 SCALE: AS NOTED SHEET NO: OF: S7 S8 fO,17FICE. CUTCHOGUE, NY JOB NO. 1 28-1 1 6352 * - O.S.B. FASTENING INSTRUCTIONS: o 1.) FASTEN FIRST LAYER 3/4" O.S.B. W/8d NAILS @ 3"O.C. U �• ALONG PANEL EDGES & 6" O.C. ALONG INTERMEDIATE co FRAMING. r N 2.) FASTEN SECOND LAYER 3/4" O.S.B. W/1 Od NAILS @ 3"O.C. (— ALONG PANEL EDGES & 6" O.C. ALONG INTERMEDIATE V FRAMING. 2x6 OVERHANG NAILER oe w 2x4 (NO. 1 SYP) HORIZONTAL BLOCKS @ 2x6 BLOCK F-- 16" O.C. (CONSTRUCT AS A LADDER 2x6 (NO. 1 SYP) BACKER BLOCK O Z Lu FRAME ASSEMBLY) 1Od R.S. GUN NAILS @ 3" O.C. O Z O 0 LAMINATED (V COLUMN W/ r LAIA WIfIt6MINATE J V COLUMN — z O.S.B. FASTENIN:;* L<L 1 1 1 1 1 I (2) LAYERS 3/4"OSB z 7 2x3JAMB BACKER BLOCK DETAIL � ..:... ..........:. SCALE: 1 1/2" = V-0" "< > O.S.B. SHEARWALL DETAIL ,.::>:; SCALE: 1 1/2"= V-0" W z " >:::;::. LL U LLl v 2x6 (NO. 1 SYP) BACKER ui F— � BLOCKS @ OVERHANG 45 CUSTOM R.C. TRUSS I— ( ' 10 NAILER ATTACHED W/ 1 Od V v J R.S. GUN NAILS @ 3" (SEE 2x6 OVERHANG NAILER F— O BACKER BLOCK DETAIL) ne z U X �I I- — — I I•I I — — MI I• J m :III � II;II� III: � z o :lJ �.._ = �I.lI;I1•� = _•ill; _ � �- III III.III III. Q �� z II II•II II• Z O Q oe l I���I I �• 2x4 (NO. 1 SYP) HORIZONTAL m Lu III I I I•I I I III, BLOCKS @16"O.C. :III (CONSTRUCT AS A LADDER L1J C) g FRAME ASSEMBLY) n 1 1 1 ,III I I I:I I I III, 3-2x6 LAMINATED COLUMN _J III III,II (BEYOND) z Q I:III-, � II•I l- - -II • I �'l I,I I. — _ f 1, (2) LAYERS 3/4" O.S.B.* :III III:III II• FIRST &SECOND LAYER PANEL JOINTS SHALL BE STAGGERED -� — — �-----{_— — DRAWN BY.• STH III IIII11 I11 DATE: 8/2/2022 III J I I,I I L /J.,� � JJ� �LYWN W/ADDITIONAL 2x6 LAMINATE CHECKED BY. EM DATE: 8/15/2022 III I I I I I I III REVISED DATE.• --- 11 I I I;I 11 11 is REVISED DATE.• ---- I,I REVISED DATE.• III I I I I I I III REVISED DATE• ---- I� I---I�N�•I —_ —_ lu. 2x8 TREATED BASEBOARD •II II•II II. or- co uj W C� W DOUBLE LAYER 3/4" O.S.B. SHEARWALL FRAMING ELEVATION SCALE: 1/2" = 1'-0" p R 007 �. �FES rSCALE-- AS NOTED SHEET NO: OF: S8 I S8 _j