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Home My WebLink About49799-Z =o�S�FPOt�'cOGy.� Town of Southold 7/7/2024 o - P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45331 Date: 7/7/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 555 Grandview Dr, Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-3.28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/23/2023 pursuant to which Building Permit No. 49799 dated 9/28/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered front entry,rear covered porch and attached garage as applied for. The certificate is issued to 153 Herricks LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1149 4/16/2024 ELECTRICAL CERTIFICATE NO. 49799 4/23/2024 PLUMBERS CERTIFICATION DATED 4/16/2024 Adyiq Ko for Autho 'ze ignature PUFFe� TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • �� SOUTHOLD, NY 91 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#: 49799 Date: 9/28/2023 J Permission is hereby granted to: Flecken, Leo 610 East Rd Cutchogue, NY 11936 To: Construct new single family dwelling as applied for, with SCHD approval and no jurisdiction letters as issued by DEC and Trustees. At premises located at: 555 Grandview Dr, Orient SCTM # 473889 Sec/Block/Lot# 14.-2-3.28 Pursuant to application dated 6/23/2023 and approved by the Building Inspector., To expire on 3/2912026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,159.60 CO-NEW DWELLING $50.00 Total: $2,209.60 Building Inspector pF SO!/T�,o! Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O'.Box 1179 G Q (a� sear.devlintown.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Leo Flecken Address: 555 Grandview Dr city,Orient st: NY zip: 11957 Building Permit#: 49799 Section: 14 Block: 2 Lot: 3.28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Pro-Line Electric License No: 32279ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X P601 New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 67 Ceiling Fixtures $ Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 18 Wall Fixtures 10 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 70 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 5$ 4'LED 4 Exit Fixtures 11 Sump Pump Other Equipment: Septic Disco, Fridge, Oven, DW, Micro, Hood , W/D, 200A Panel 40 Circuit/40 Used Notes: Two Story w/ Finished Basement Inspector Signature: ` Date: April 23, 2024 S.Devlin-Cert Electrical Compliance Form µ �[Ne Town Hall Annex '~ Telephone(631)765-1802 54375 Main Road CD P.O. Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ti<<lIzLi Building Permit No. Owner: (G N@ eyzo C/ L.G.C � ��5 p no D (Please print) `� 2024 APR Plumber: AD 2(/V &I Lcto"t P2 (Please print) BUMDING DDPT. TOWN OF SOI1'1'HOT D I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 40 Glib (Plumbers Signature) Sworn to before me this 4 day of 9 61 20 2 i Monika'MajmId MMt .S'1'ATBOF1wyou 1b.�011r1AiI92410 ��RifI0�3 . Notary Public, s�^- 4C County 1 aOF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [erROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ F AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ehns Ale- a. S — t2o o Ud S VRZ kowec Y��o vjI % gdeoo G-fU hie e- !Z. ss �s m51 C011sa,� Carthu °n .o C��,1��c Aa-// a��e •cjoGuML aIROVI� D 2• �lL Ca/1-hn ve DATE �� 3 INSPECTOR t o��OFSOUTyo /—. y TOWN OF OUTHOLD BUILDING DEPT. `ycou 631-765-1802 i INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cite DATE 77 INSPECTOR SO(/lyolo f # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] F UNDATION 2ND [ INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OA w l AkAY1akN DATE �''7 INSPECTO oF souryolo TOWN OF SOUTHOLD BUILDING DEPT. �ycourm ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL NC) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ Rzovidt RENTAL � a.REMARKS: loeyss 1A my I1 . at'ats-s 4p &A)+c, pvo& MA A-0VUt AAAn L06 ;al 20 ntaa d mkskx viisAdows, - l./•� Otl� 0 DATE 23 INSPECTOR �o�apF SOGTyO� I--1 � S 319- � - -- * - TOWN OF OUTHOLD BUILDING DEPT. o �a� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �� DATE_ INSPECTOR souryOlo * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL �Jj;> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: see-- laspa, t a,h e. rw Po Ilk 5 (ire ( OCOL' cans. DATE INSPEr Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R.403.3.4 Address of Test 555 Grandview Drive,Orient,NY 11957 Test Date 12/12/2023 Building Permit#: 49799 Compliance Pathway Performance Test Completed by: Christopher Silvia j��M� T Rater ID# 4150294 Home Energy.Solutions [� 15j V NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 APR 2 3 2024 BPI# 631-673-0664 i Building Envelope Tightness TOWN 0-F souT OLD Volume Calculation : Check if.- Floor Area Volume M Conditioned Basement Basement 1588 13974- ❑Conditioned Crawl Space 15t 1602 14414 1 I `,i'''`. � Sealed Attic 2nd 868 78.11 i d�floor area of dwelling is calculated in 3 F a �ASI Z765,except that conditioned floor Attic 6129 `'; ,area includes areas`where the ceiling height is less than 5 Total Volume 42328 ; , G .Hrt SOYia'� '''z,_ .. 933 a Air changes/hr@50`"v 32. oiie Compliance: Duct Tightness: Post Construction Test-Total vUeakage System-1: Within Condition Space E - i Duct Location.Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 ft2 CFA NIA Code Compliance: Exempt 3 i System-2: Within Condition Space Duct Location Conditioned Space Floor Area } Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt i E 1 System-3: i t E Duct Location Floor Area Leakage CFM @ 25pa CFW100 ftZ CFA Code Compliance: g All building envelope tightness testing has been'w�ied using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 fdeiy York"State=Supplement,section R402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as;-ari'iended by 2020 view York State Supplement,Section R403.3.4. ✓ 'r'� ,r"a/`", ,yes.. £ 61 � Signature: Date: 12/12/2023 . . ChristopheLr,"oii�!iA,_Hoxne..l ndrgy Solutions Rtift E :v lo' , aid:=tiet Ti��itnos, Re o�rt -2101181 CC.as.ameIAded'by the 2020 New York State Suppleanient,sections:R402A.1.2 and R.403.3.4 Address of..Te§t;:555 JGiraridview'Drive,Orknt,NY 11957 Test Mte " 12/12/2023 Building Permit#: 49799 " ComplianceTathway Performance Test Conlpleted"by ChriAophek Silvia R.ESNET'Rater ID# 4150294 -Home Energy..Solutions NATE ID# -187 East Main'.Street ICC-ID"# Huntington,NY=11743 BPI# 031;673'0664" MAIdIft Eiiv"6'._Ti6t>ness Volume Calculation:- Check if; Area. Volume � Con. . ditioned Basement Eloar. . `Basement I588 13974 0 Conditioned Crawl Space ist, 1.662, 14414 0 Sealed Attic 2"d gdg; 7$11 *The conditioned'•fioor,area,of dW lling is caiculated in 3 rd - accordance witli ANSI Z765,except'tliatcondition6d floor Attic 6129 area includes'areas where:the:ceiling height isless than 5 Total°Volume: " 42328 CVM @50 pa" ; , :933 Air changes/hr@5o pa 1..32 Code.Cojh Pli anee: Pass Duct ThIhtness@ Past"ConstructdoIn Test Tonal Duct-Leakage`` System-1'`W thin Co`iadition:SpAce Duct L664fioli Conditioned Sace> Tlooir;Area` . Leakage CFM'@ 25iaa N/A... CFM1100 ft"CFA N!A Code..Coinpliance: Exempt 'System-2 Within".Cnnditign°`Space Duct.Locatio'n 6nditl6iied.SOace Floor A`rea- Leakage CFM @,25pa N4 CFM/100 fe CFA N!A" Code Compliance: Exempt Duct"Location" ' Floor Area Leakage CFM @"ZSpa �" CFIVI1100 ft2 CFAL._:..�.J Code Cairipliance: .. .. -. _ :. ,:' _, ..,'-. i�f➢# is j,€j:�: , a y",e Ail building;erivelapeetightness testing;,has,:been;veritied.using;instrut"h6nts'add procedures"specified in ASTM E1827`as required by 2628 IECC as amended by th6'2'02o 1�OiW,York State Supplement,section-R402:4.1:2:The building duct and plenum system has been verified=as required bye.the__2018 IECC as arsi..endecl iy 2Q 1.Ne_w York State Supplement,Section R463.3.4: Date' 12/12/2023 Cluristo ltc'S►vi ,JF amie' finer Solations........................._..........___........._...-. _...................... _.... . ._.._......... _................ p. Y- *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating& cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, & air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 H@ M E -L•ITT E RG Y Load Short Form Job: 555 Grandview Drive Date: 12/12/2023 ,5 t] uT i Ns y�Entire House B Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 555 Grandview Drive, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU1-BAS./1ST FL 3189 29972 25939 1200 1200 AHU2-2ND FLOOR 869 17131 8070 800 750 Entire House 4058 47103 33559 2000 1950 Other equip loads 12762 1795 Equip. @ 1.00 RSM 35354 Latent cooling 3803 TOTALS i 4058 I 59866 I 39157 I 2000 I 1950 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft. 2024-May-02 08:57:17 ;1 ,• •an..,.«-.., , RightSuite®Universal 2023 23.0.05 RSU20822 Page 1 C ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E H@M fl ENE RUB' Load Short Form Job: 555 Grandview Drive SOLUTION S Date: 12/12/2023^ , AHU1-BAS.11 ST FL By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96TA0702317MSA Cond RA1636AJlNA AHRI ref 201712921 Coil RCF3617STAMCA AHRI ref 7941810 Efficiency 96 AFUE Efficiency 12.5 EER, 15.1 SEER Heating input 70000 Btuh Sensible cooling 24500 Btuh Heating output 68000 Btuh Latent cooling 10500 Btuh Temperature rise 52 OF Total cooling 35000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LAUNDRY 40 719 906 29 42 MASTER BEDROOM 253 3777 2371 151 110 GREAT ROOM 370 5632 7345 225 340 KITCHEN/DINING 360 2599 3435 104 159 MASTER BATH 145 2201 1342 88 62 SIDE HALL 106 1698 755 68 35 WIC 64 0 0 0 0 POWDER 40 539 434 22 20 HOME OFFICE 153 2093 1570 84 73 ENTRY 64 1543 980 62 45 BATH 4 69 782 16 31 1 UTILITY/Cl- 107 0 0 0 0 BASEMENT 1419 8389 6786 336 314 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights16P 2024-May-02 08:57:17 aw+•raa...�...x�..- RightSuite®Universal202323.0.05RSU20822 Paget /�+� ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E Ak1U1-BASJ1ST FL 3189 29972 25939 1200 1200 Other equip loads 9351 2769 Equip. @ 1.00 RSM 28708 Latent cooling 4128 TOTALS I 3189 I 39324 I 32836 I 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft-' 2024-May-02 08:57:17 ��k`- ..wa•ra..w....pc�.g Right-Suite®Universal 2023 23.0.05 RSU20822 Page /M1+ ...Grandview Drive1555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E 1- @M E L N E RGy Load Short Form Job: 555 Gragdview Drive SOLUTIONS Date: 12/12/2023" r AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db('F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM-2 STAGE Trade RHEEM-2 STAGE Model R962V0403A17M4SCAP Cond RA16AZ24AJ3CA AHRI ref 208243255 Coil RCFZ2517STANMC AHRI ref 209437558 Efficiency 96 AFUE Efficiency 10.5 EER2, 17 SEER2 Heating input 42000 Btuh Sensible cooling 15960 Btuh Heating output 41000 Btuh Latent cooling 6840 Btuh Temperature rise 47 'F Total cooling 22800 Btuh Actual air flow 800 cfm Actual air flow 750 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.093 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 3 221 4328 2559 202 238 BATH 2 46 581 75 27 7 HALL 101 937 784 44 73 BATH 3 51 1409 170 66 16 BEDROOM 4 243 5662 2241 264 208 BEDROOM 2 207 4213 2241 197 208 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. , wrightsofta 2024-May-02 08:57:17 Right-Suite®Universal 2023 23.0.05 RSU20822 Page AC ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E AHU2-21\16 FLOOR 869 17131 8070 800 750 Other equip loads 3411 2186 Equip. @ 1.00 RSM 10256 Latent cooling 3353 TOTALS I 869 I 20542 I 13609 I 800 I 750 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsow 2024-May-02 08:57:17 wA� a.rn.•ro. .n.cs qr,•p.. RightSuite®Universal 202323.0.05RSU20822 Pages Grandview Drive1555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E N Basement 6" 8" 84 cf n K 6" 84 cf n' 8" 6" 8" K 84 cfm 6" BASEMENT 6" 84 cf. 6" 5" j26 32z8-� 4" 4" 31 c6n 46 5" BATH4 LITY/CL Mechanical Legend AHU1-BASEMENT/1ST FLOOR u— —v Sheet MeW Supply Trunk p ——————- Sheet Metal Return Trunk r. Flex Dud SupplyGdllemegister GritlelRegisterAbove 8 r`3 Wall GrileMegister Job#: 555 Grandview Drive Home Energy Solutions Scale: 1 : 110 Performed by Jonathan Vasquez for: Pagel 555 Grandview Drive 187 E Main St RightSuite®Universal 2023 Orient,NY 11957 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.com I ...e\555 Grandview Drive ManJSD.ru 1 ' _ N 1st Floor ®79 cfm MASTER BEDROOM ®17o cfm 151 cfm KITCHEN/DINING 170 cfm GREATROOM F 79 cfin GARAGE WIC ®6a cfm E SIDE HALL ®azcrm ENTRY zz din MASTER BATH HOME OFFICE � POWDER LAUNDRY Y62c --- Mechanical Legend ,", --Q Sheet Metal Supply Trunk ®escft ®sacs p--------p Sheet Metal Return Truk Flax Duct AHUI-BASEMENT/IST FLOOR 9 SupplyGrillelReglster o GriflelRegisterAbove » g Wall Gnllefil gister Job#: 555 Grandview Drive Home Energy Solutions Scale: 1 : 110 Performed by Jonathan Vasquez for: Page 2 187 E Main St RightSuite@Universal 2023 555 Grandview Drive Huntington,NY 11743 23.0.05 RSU20822 Orient,NY 11957 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.com ...e\555 Grandview Drive ManJSD.ru 1 , N 2nd Floor BEDROOM 3 119 crm 7^ 119 din 7 16" N aoo c� BATH 3 OTB 66 cfm K 27 5 132 dm 73 cfm . 7 BATH2 6^ HALL — — BEDROOM 4 7^I 132 cf� 208 c8n _ Mechantgl Legend BEDROOM2 Sheet MatalSupplyTrunk 6}—————— Sheet Metal Return T_k Flex Dud � © Supply GrillelRegistar AHU2-2ND FLOOR M GAlelRegisterAbove I Wall GdVelReglster Job#: 555 Grandview Drive Home Energy Solutions Scale: 1 : 110 Performed by Jonathan Vasquez for: Page 3 555 Grandview Drive 187 E Main St RightSuite@Universal 2023 Orient,NY 11957 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.cwm ...e\555 Grandview Drive ManJSD.ru sManual S Compliance Report Job: 555 Grandview Drive H�+ S � Date: 12/12/2023 o a u T I oN "s ppAHU1-BAS./1ST FL By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 555 Grandview Drive, Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 28708 Btuh Entering coil DB: 77.2°F Outdoor design WB: 71.2'F Latent gain: 4128 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 32836 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1 NA+RCF3617STAMCA Actual airflow: 1200 cfm Sensible capacity: 28000 Btuh 98%of load Latent capacity: 6200 Btuh 150%of load Total capacity: 34200 Btuh 104%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 39324 Btuh Entering coil DB: 64.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R96TA0702317MSA Actual airflow: 1200 cfm Output capacity: 68000 Btuh 173%of load Temp. rise: 52 OF Meets all requirements of ACCA Manual S. 4,- wrightsoft'° 2024-May-02 08:57:17 Z sr�•rap�...y.�..yc� Right-Suite®Universal 2023 23.0.05 RSU20822 Page 1 ) ...Grandview Drive1555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E Manual S Compliance Report Job: 555 Grandview Drive x ivt SOLUTIONS p p S O�.u T t�>v s Date: 12/12/2023 , AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10256 Btuh Entering coil DB: 77.8'F Outdoor design WB: 71.2°F Latent gain: 3353 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 13609 Btuh Indoor RH: 50% Estimated airflow: 750 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA16AZ24AJ3CA+RCFZ2517STANMC Actual airflow: 750 cfm Sensible capacity: 17600 Btuh 172%of load Latent capacity: 3900 Btuh 116/6 of load Total capacity: 21500 Btuh 158%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 20542 Btuh Entering coil DB: 67.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R962V0403A17M4SCAP Actual airflow: 800 cfm Output capacity: 41000 Btuh 200%of load Temp. rise: 47 OF Meets all requirements of ACCA Manual S. wrightsofto 2024-May-02 08:57:17 "ti Right-Suite®Universal 2023 23.0.05 RSU20822 Paget +� ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E H@Nl L-5 ENE RG Duct System Summary Job: 555 Grandview Drive o e U T I O N$ Date: 12/12/2023 ---- AHU1-BAS./1ST FL By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Heating Cooling External static pressure 0.90 in H2O 0.90 in H2O Pressure losses 0.47 in H2O 0.56 in H2O Available static pressure 0.43 in H2O 0.34 in H2O Supply/return available pressure 0.341 /0.092 in H2O 0.270/0.072 in H2O Lowest friction rate 0.099 in/100ft 0.078 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 439 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk BASEMENT h 1696 84 78 0.078 6.0 Ox 0 VIFx 66.0 280.0 st213 BASEMENT-A h 1696 84 78 0.093 6.0 Ox 0 VIFx 50.5 240.0 st2 BASEMENT-B h 1696 84 78 0.102 6.0 Ox 0 VIFx 43.0 220.0 st2 BASEMENT-C h 1696 84 78 0.095 6.0 Ox 0 VIFx 44.5 240.0 st2A BATH 4 h 782 31 1 0.119 4.0 Ox 0 VIFx 20.8 265.0 st2 ENTRY h 1543 62 45 0.159 5.0 Ox 0 VIFx 14.8 200.0 st2 GREAT ROOM c 3672 113 170 0.086 8.0 Ox 0 VIFx 53.8 260.0 st2A GREAT ROOM-A c 3672 113 170 0.084 8.0 Ox 0 VIFx 49.5 270.0 st213 HOME OFFICE h 2093 84 73 0.149 6.0 Ox 0 VIFx 8.6 220.0 st2 KITCHEN/DINING c 1718 52 79 0.101 6.0 OX 0 VIFx 37.8 230.0 st2 KITCHEN/DINING-A c 1718 52 79 0.085 6.0 Ox 0 VIFx 56.3 260.0 st213 LAUNDRY c 906 29 42 0.096 4.0 Ox 0 VIFx 26.0 255.0 st2 MASTER BATH h 2201 88 62 0.157 6.0 OX 0 VIFx 17.8 200.0 st2 MASTER BEDROOM h 3777 151 110 0.106 8.0 Ox 0 VIFx 70.8 250.0 st2A POWDER h 434 22 20 0.095 4.0 Ox 0 VIFx 19.5 265.0 st2 SIDE HALL h 1698 68 35 0.123 5.0 Ox 0 VIFx 27.8 250.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 1200 1200 0.078 831 15.3 8 x 26 ShtMetl st2A Peak AVF 597 686 0.078 772 15.3 8 x 16 ShtMetl st2 st213 Peak AVF 249 328 0.078 738 15.3 8 x 8 ShtMetl st2A - -wrightsoft" 2024-May-02 08:57:17 �`, ..mn•r�w., .r^�P d Right-SuiteO U niversal 2023 23.0.05 RSU20822 Pagel ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 833 885 93.0 0.078 498 15.8 8x 32 ShMt rt1 rb3 Ox 0 367 315 65.0 0.141 673 10.0 Ox 0 ! VIFx rt1 TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1200 1200 0.078 675 15.8 8 x 32 ShtMetl wrightsofta 2024-May-02 08:57:17 . •ra ,., .•r ! RightSuRe®Universal 202323.0.05RSU20822 Page +4 ...Grandview Ddve1555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E H(E)IM L• •E'N E RGY Duct System Summary Job: 555 Grandview Drive .;g d L u T ION$ Date: 12/12/2023 AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3Qgmail.com Web:home-energysolutions.com Project Information For: 555 Grandview Drive, Orient, NY 11957 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.35 in H2O 0.38 in H2O Available static pressure 0.35 in H2O 0.32 in H2O Supply/return available pressure 0.277/0.070 in H2O 0.256/0.065 in H2O Lowest friction rate 0.114 in/100ft 0.106 in/100ft Actual air flow 800 cfm 750 cfm Total effective length(TEL) 304 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 2 h 581 27 7 0.123 4.0 Ox 0 VIFx 5.3 220.0 st4 BATH 3 h 1409 66 16 0.114 5.0 Ox 0 VIFx 17.5 225.0 st4 BEDROOM 2 c 2241 197 208 0.122 8.0 Ox 0 VIFx 20.5 190.0 st4 BEDROOM 3 c 1280 101 119 0.124 7.0 Ox 0 VIFx 6.3 200.0 st3 BEDROOM 3-A c 1280 101 119 0.122 7.0 Ox 0 VIFx 15.0 195.0 st3 BEDROOM 4 h 2831 132 104 0.120 7.0 Ox 0 VIFx 35.0 195.0 st4 BEDROOM 4-A h 2831 132 104 0.116 7.0 Ox 0 VIFx 24.5 215.0 st4 HALL c 784 44 73 0.122 6.0 Ox 0 VIFx 9.3 200.0 st4 Supply Trunk DetailTable Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 598 512 0.114 861 10.9 10 x 10 ShtMetl st1 st3 Peak AVF 202 238 0.122 571 7.8 10 x 6 ShtMetl st1 st1 Peak AVF 800 750 0.114 823 12.3 10 x 14 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb2 Ox0 800 750 61.3 0.114 573 16.0 Ox 0 VIFx -Old- wrightsoft� 2024-May-02 08:57:17 ��r„y. Right-SufteO Universal 2023 23.0.05 RSU20822 Page 3 Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E INY{-NI E L•N E RG Y Load Short Form Job: 555 Grandview Drive SOLUTIONS Date: 12 12/2023 Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU1-BAS./1ST FL 3189 29972 25939 1200 1200 AHU2-2ND FLOOR 869 17131 8070 800 750 Entire House 4058 47103 33559 2000 1950 Other equip loads 12762 1795 Equip. @ 1.00 RSM 35354 Latent cooling 3803 TOTALS I 4058 I 59866 I 39157 I 2000 I 1950 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -0- wriightsoft- 2024-May-02 08:57:17 A l--, Right-Suite®Universal 2023 23.0.05 RSU20822 Page 1 �+ ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E H@IM L ENERGY Load Short Form Job: 555 Grandview Drive g 4 a t g Date: 12/12/2023 AHM-BAS./1ST FL By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 555 Grandview Drive, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96TA0702317MSA Cond RA1636AJ1NA AHRI ref 201712921 Coil RCF3617STAMCA AHRI ref 7941810 Efficiency 96 AFUE Efficiency 12.5 EER, 15.1 SEER Heating input 70000 Btuh Sensible cooling 24500 Btuh Heating output 68000 Btuh Latent cooling 10500 Btuh Temperature rise 52 OF Total cooling 35000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load 'Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LAUNDRY 40 719 906 29 42 MASTER BEDROOM 253 3777 2371 151 110 GREAT ROOM 370 5632 7345 225 340 KITCHEN/DINING 360 2599 3435 104 159 MASTER BATH 145 2201 1342 88 62 SIDE HALL 106 1698 755 68 35 WIC 64 0 0 0 0 POWDER 40 539 434 22 20 HOME OFFICE 153 2093 1570 84 73 ENTRY 64 1543 980 62 45 BATH 4 69 782 16 31 1 UTILITY/Cl- 107 0 0 0 0 BASEMENT 1419 8389 6786 336 314 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f�- wrightsoftd 2024-May-02 08:57:17 +. Rig htSuite®Universal 202323.0.06RSU20822 Page 2 em ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E A`HU 1-BAS./1ST FL 3189 29972 25939 1200 1200 Other equip loads 9351 2769 Equip. @ 1.00 RSM 28708 Latent cooling 4128 TOTALS I 3189 I 39324 i 32836 I 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. * wrightsoft- 2024-May-02 08:57:17 �'`��.-.° ,.r,.,•m«..,-.may+. Right-Suite®Universal 2023 23.0.05 RSU20822 Page Ht+ ...Grandview Ddve1555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E H@NI E ENERGY Load Short Form Job: 555 Grandview Drive 5+a a u T l o t\5 Date: 12/12/2023 ' AMU2-2ND FLOOR By: Jonathan Vasquez r Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM-2 STAGE Trade RHEEM-2 STAGE Model R962V0403A17M4SCAP Cond RA16AZ24AJ3CA AHRI ref 208243255 Coil RCFZ2517STANMC AHRI ref 209437558 Efficiency 96 AFUE Efficiency 10.5 EER2, 17 SEER2 Heating input 42000 Btuh Sensible cooling 15960 Btuh Heating output 41000 Btuh Latent cooling 6840 Btuh Temperature rise 47 OF Total cooling 22800 Btuh Actual air flow 800 cfm Actual air flow 750 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.093 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 3 221 4328 2559 202 238 BATH 2 46 581 75 27 7 HALL 101 937 784 44 73 BATH 3 51 1409 170 66 16 BEDROOM 4 243 5662 2241 264 208 BEDROOM 2 207 4213 2241 197 208 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft" 2024-May-02 08:57:17 �, ,�.,...n..�,�«q�;, RightSuite®Universa1202323.0.05RSU20822 Page 00i ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E AHU2-2ND FLOOR 869 17131 8070 800 750 Other equip loads 3411 2186 Equip. @ 1.00 RSM 10256 Latent cooling 3353 TOTALS I 869 I 20542 I 13609 I 800 I 750 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft" 2024-May-02 08:57:17 wr+ avxwvaZ yo-" Right-Suite®U niversal 2023 23.0.05 RSU20822 Page 5 /ri+ 4 ...Grandview Ddve\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E 1 ' N r Basement 6" 8" 84 cf. k 6" A 84 cfm 8" 6" 8" w 84 cf n 6" BASEMENT 6" 84 cfn 6" 5" y1( 32a8 4" k 4" 31 cfm 4 6 fhUxg 5" BATH4 LITY/CL 6- CM Mechanical Legend j AHUI-BASEMENT/1ST FLOOR Sheet MetalSupptyTrunk a-______- Sheet Metal Realm Trunk Flex Dud r-17-1 Fj SupplirGdllelRegwm o GngeftisterAbove A ps Wall Grileftglster Job#: 555 Grandview Drive Scale: 1 : 110 Performed by Jonathan Vasquez for: Home Energy Solutions Page e 1 555 Grandview Drive 187 E Main St PightSuiteOUniversal 2023 Orient,NY 11957 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.c6m I ...e\555 Grandview Drive ManJSD.ru Jjj� N 1st Floor f ®79 cfm i MASTER BEDROOM ®170 dh, 151 cfm KITCHEN/DINING 170 din GREATROOM E WIC 79 cf n GARAGE ®68 cfm SIDE HALL R Ae 22 cfm ®42 cfm ENTRY MASTER BATH HOME OFFICE 62 POWDER LAUNDRY Mechanical Legend � ",_ Sheet Metal Supply Trunk ®88cfn ®84cf. Sheet Metal Return Trunk Flex Duct AHUI-BASEMENT/1ST FLOOR ® 121 SupptyGdlellkegisier 0 GdVelRe&terAbove 9& g. Well GdlleIRegister Job#: 555 Grandview Drive Home Energy Solutions Scale: 1 : 110 Performed by Jonathan Vasquez for: Page 2 555 Grandview Drive 187 E Main St RightSuite@Universal 2023 Orient,NY 11957 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.com I ...e\555 Grandview Drive ManJSD.ru N 2nd Floor BEDROOM 3119 cfm 766 K BATH 3 OTB 66 cfm K 0 7" 132 cfm BATH 2 HALL — — BEDROOM 4 1 7"1 6" II 132 dml zos crmFT'Aechanical Leger BEDRDOM2 "11Sheet Metal Supply Trunk -9 Sheet Metal Retum Trunk r FlezDud M SupplyGIIIelRegister AHU2-2ND FLOOR GdIIeMeg'sterAbove 1a M Wall GritelReglster Job#: 555 Grandview Drive Home Energy Solutions Scale: 1 : 110 Performed by Jonathan Vasquez for: Page 3 555 Grandview Drive 187 E Main St RightSuiteOUniversal 2023 Orient,NY 11957 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.com I ...e\555 Grandview Drive ManJSD.ru H@M E E N E RG y Manual S Compliance Report Job: 555 Grandview Drive Date: 12/12/2023 SOLUTIONS A HU1-BAS./1ST FL By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 28708 Btuh Entering coil DB: 77.2°F Outdoor design WB: 71.2°F Latent gain: 4128 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 32836 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RCF3617STAMCA Actual airflow: 1200 cfm Sensible capacity: 28000 Btuh 98%of load Latent capacity: 6200 Btuh 150%of load Total capacity: 34200 Btuh 104%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 39324 Btuh Entering coil DB: 64.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R96TA0702317MSA Actual airflow: 1200 cfm Output capacity: 68000 Btuh 173%of load Temp. rise: 52 OF Meets all requirements of ACCA Manual S. - - wrightsoft. 2024-May-02 08:57:17 ► ,,,,,.`�.µ,, �..r..p., Right-Suite®Universal 2023 23.0.05 RSU20822 Page l C+� ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E Manual S Compliance Report Job: 555 Grandview Drive Ir$ ub1 ENERGY Date: 12/12/2023 ' sraa u ri a�nS� AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10256 Btuh Entering coil DB: 77.8°F Outdoor design WB: 71.2°F Latent gain: 3353 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 13609 Btuh Indoor RH: 50% Estimated airflow: 750 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA16AZ24AJ3CA+RCFZ2517STANMC Actual airflow: 750 cfm Sensible capacity: 17600 Btuh 172%of load Latent capacity: 3900 Btuh 1161/o of load Total capacity: 21500 Btuh 158%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 20542 Btuh Entering coil DB: 67.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R962V0403A17M4SCAP Actual airflow: 800 cfm Output capacity: 41000 Btuh 200%of load Temp. rise: 47 °F Meets all requirements of ACCA Manual S. . � wrightsoft" 2024-May-02 08:57:17 �� .<Ma'4..�v-�^r Right-Suite®U niversal 2023 23.0.05 RSU20822 Page 2 �` Grandview Drive1555 Grandview Drive ManJSD.nip Cale=MJ8 House Front faces: E He NI E E.N E RGy Duct System Summary Job: 555 Grandview Drive SQou, ,ON Y Date: 12/12/2023 AHU1-BAS.11STFL y q B Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Heating Cooling External static pressure 0.90 in H2O 0.90 in H2O Pressure losses 0.47 in H2O 0.56 in H2O Available static pressure 0.43 in H2O 0.34 in H2O Supply/return available pressure 0.341 /0.092 in H2O 0.270/0.072 in H2O Lowest friction rate 0.099 in/100ft 0.078 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 439 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BASEMENT h 1696 84 78 0.078 6.0 Ox 0 VIFx 66.0 280.0 st213 BASEMENT-A h 1696 84 78 0.093 6.0 Ox 0 VIFx 50.5 240.0 st2 BASEMENT-B h 1696 84 78 0.102 6.0 Ox 0 VIFx 43.0 220.0 st2 BASEMENT-C h 1696 84 78 0.095 6.0 Ox 0 VIFx 44.5 240.0 st2A BATH 4 h 782 31 1 0.119 4.0 Ox 0 VIFx 20.8 265.0 st2 ENTRY h 1543 62 45 0.159 5.0 Ox 0 VIFx 14.8 200.0 st2 GREAT ROOM c 3672 113 170 0.086 8.0 Ox 0 VIFx 53.8 260.0 st2A GREAT ROOM-A c 3672 113 170 0.084 8.0 Ox 0 VIFx 49.5 270.0 st213 HOME OFFICE h 2093 84 73 0.149 6.0 Ox 0 VIFx 8.6, 220.0 st2 KITCHEN/DINING c 1718 52 79 0.101 6.0 OX 0 VIFx 37.8 230.0 st2 KITCHEN/DINING-A c 1718 52 79 0.085 6.0 Ox 0 VIFx 56.3 260.0 st213 LAUNDRY c 906 29 42 0.096 4.0 Ox 0 VIFx 26.0 255.0 st2 MASTER BATH h 2201 88 62 0.157 6.0 OX 0 VIFx 17.8 200.0 st2 MASTER BEDROOM h 3777 151 110 0.106 8.0 Ox 0 VIFx 70.8 250.0 st2A POWDER h 434 22 20 0.095 4.0 Ox 0 VIFx 19.5 265.0 st2 SIDE HALL h 1698 68 35 0.123 5.0 Ox 0 VIFx 27.8 250.0 st2 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 1200 1200 0.078 831 15.3 8 x 26 ShtMetl st2A Peak AVF 597 686 0.078 772 15.3 8 x 16 ShtMetl st2 st213 Peak AVF 249 328 0.078 738 15.3 8 x 8 ShtMetl st2A 4-- -Ffl- wrightsof ° Rig htuiteUniversal 2023 23.0.05 RSU20822 2024-May-02 08:57:1 7 I,vM Pagel ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 833 885 93.0 0.078 498 15.8 8x 32 ShMt rt1 rb3 Ox 0 367 315 65.0 0.141 673 10.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1200 1200 0.078 675 15.8 8 x 32 ShtMetl W rightsoft" 2024-May-02 08:57:17 ��".�`' .wm+•r« «... .-,w RightSuite®Universal202323.0.05RSU20822 Page Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E HeM E ENERGY Duct System Summary Job: 555 Grandview Drive s o o t ty s Date: 12/12/2023 AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 555 Grandview Drive, Orient, NY 11957 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.35 in H2O 0.38 in H2O Available static pressure 0.35 in H2O 0.32 in H2O Supply/return available pressure 0.277/0.070 in H2O 0.256/0.065 in H2O Lowest friction rate 0.114 in/100ft 0.106 in/100ft Actual air flow 800 cfm 750 cfm Total effective length(TEL) 304 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 2 h 581 27 7 0.123 4.0 Ox 0 VIFx 5.3 220.0 st4 BATH 3 h 1409 66 16 0.114 5.0 Ox 0 VIFx 17.5 225.0 st4 BEDROOM 2 c 2241 197 208 0.122 8.0 Ox 0 VIFx 20.5 190.0 st4 BEDROOM 3 c 1280 101 119 0.124 7.0 Ox 0 VIFx 6.3 200.0 st3 BEDROOM 3-A c 1280 101 119 0.122 7.0 Ox 0 VIFx 15.0 195.0 st3 BEDROOM 4 h 2831 132 104 0.120 7.0 Ox 0 VIFx 35.0 195.0 st4 BEDROOM 4-A h 2831 132 104 0.116 7.0 Ox 0 VIFx 24.5 215.0 st4 HALL c 784 44 73 0.122 6.0 Ox 0 VIFx 1 9.3 200.0 st4 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 598 512 0.114 861 10.9 10 x 10 ShtMetl st1 st3 Peak AVF 202 238 0.122 571 7.8 10 x 6 ShtMetl st1 st1 Peak AVF 800 750 0.114 823 12.3 10 x 14 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 800 750 61.3 0.114 573 16.0 Ox 0 VIFx Ad- wriightsoft. 2024-May-02 08:57:17 �� .mo.•srK.,. v.•gc Right-Suite@)Universal 2023 23.0.05 RSU20822 Page + ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E i;:~a},l E L N L R�;1' Load Short Form D E E IV E Job: 555 Grandview Drive U I.I,�N; Date: 12/12/2023 --_ Entire House By: Jonathan Vasquez Home Energy Solutions MAY 2 4 2024 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:h er s'IL&�s--CoInn. +� Project • • For: 555 Grandview Drive, Orient, NY 11957 D.esign Inform, • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fF) (Btuh) (Btuh) (cfm) (cfm) AHU1-BAS./1ST FL 3189 29972 25939 1200 1200 AHU2-2ND FLOOR 869 17131 8070 800 750 Entire House 4058 47103 33559 2000 1950 Other equip loads 12762 1795 Equip. @ 1.00 RSM 35354 Latent cooling 3803 TOTALS I 4058 I 59866 I 39157 I 2000 I 1950 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft 2024-May-02 08:57:17 ... ......,,,,.,_ Rig ht-Suite®Universal202323.0.O5RSU20822 Pagel ACC} ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E `I 1-- 1:N is k��;Y Load Short Form Job: 555 Grandview Drive Date: 12/12/2023 " ?:_Lu._r`i:I..\s AHU 1-BAS./1ST FL By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 555 Grandview Drive, Orient, NY 11957 Design • e Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R96TA0702317MSA Cond RA1636AJlNA AHRI ref 201712921 Coil RCF3617STAMCA AHRI ref 7941810 Efficiency 96 AFUE Efficiency 12.5 EER, 15.1 SEER Heating input 70000 Btuh Sensible cooling 24500 Btuh Heating output 68000 Btuh Latent cooling 10500 Btuh Temperature rise 52 °F Total cooling 35000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 'in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LAUNDRY 40 719 906 29 42 MASTER BEDROOM 253 3777 2371 151 110 GREAT ROOM 370 5632 7345 225 340 KITCHEN/DINING 360 2599 3435 104 159 MASTER BATH 145 2201 1342 88 62 SIDE HALL 106 1698 755 68 35 WIC 64 0 0 0 0 POWDER 40 539 434 22 20 HOME OFFICE 153 2093 1570 84 73 ENTRY 64 1543 980 62 45 BATH 4 69 782 16 31 1 UTILITY/CL 107 0 0 0 0 BASEMENT 1419 8389 6786 336 314 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. z wrligtatsamfr` 2024-May-02 08:57:17 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 2 ACC*- ...Grandview Drive1555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E AH U 1-BAS./1 ST FL 3189 29972 25939 1200 1200 Other equip loads 9351 2769 Equip. @ 1.00 RSM 28708 Latent cooling 4128 TOTALS i 3189 i 39324 i 32836 i 1200 i 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightso t 2024-May-02 06:57:17 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 3 ACCA ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E }?.ta,-:41 I: F, N F, ¢��:Y Load Short Form Job: 555 Grandview Drive w n i i F I: ,, Date: 12/12/2023 u AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com 0 • • For: 555 Grandview Drive, Orient, NY 11957 Design Inf6irmato Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM-2 STAGE Trade RHEEM-2 STAGE Model R962V0403A17M4SCAP Cond RA16AZ24AJ3CA AHRI ref 208243255 Coil RCFZ2517STANMC AHRI ref 209437558 Efficiency 96 AFUE Efficiency 10.5 EER2, 17 SEER2 Heating input 42000 Btuh Sensible cooling 15960 Btuh Heating output 41000 Btuh Latent cooling 6840 Btuh Temperature rise 47 °F Total cooling 22800 Btuh Actual air flow 800 cfm Actual air flow 750 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.093 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 3 221 4328 2559 202 238 BATH 2 46 581 75 27 7 HALL 101 937 784 44 73 BATH 3 51 1409 170 66 16 BEDROOM 4 243 5662 2241 264 208 BEDROOM 2 207 4213 2241 197 208 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglntoft^ 2024-May-02 08:57:17 ®„-�- •, ,>. ..., Rig ht-Suite®Universal 2023 23.0.05 RSU20822 Page 4 ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MA House Front faces: E AHU2-2ND FLOOR 869 17131 8070 800 750 Other equip loads 3411 2186 Equip. @ 1.00 RSM 10256 Latent cooling 3353 TOTALS I 869 I 20542 I 13609 I 800 I 750 J Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- +wrightsoft° 2024-May-02 08:57:17 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 5 ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E r N Basement 6" 8" 84 cfm x 6" 84 cfm 6" 8" 8" 84 cfm 6" BASEMENT 6" 34 cfm 6, 5" 32.18—� 4., 4 31 cfm ' 6" 5„ 4 26 x 8 BATH 4 LITy/CL 6 �— Mechanical Legend AHU1-BASEMENT/1ST FLOOR Sheet Metal Supply Trunk i 1 Sheet Metal Return Trunk 1 Flex Duct SupplyGdllv'Register I r Gdlle;Regis!er Above = Wall GrillerRegister Job#: 555 Grandview Drive Home Energy Solutions Scale: 1 : 110 Performed by Jonathan Vasquez for: Page 1 555 Grandview Drive 187 E Main St Right.Suite@Universal 2023 Orient,NY 11957 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.com ...e\555 Grandview Drive ManJSD.ru � N T-V 1st Fl�7oor ®79 cfm MASTER BEDROOM ®170 cfm 151 dr KITCHEN/DINING 170 cfm I� GREAT ROOM E WIC 79`f GARAGE ®68 cfm Ae SIDE HALL R ®42 cfm ENTRY =''cfm MASTER BATH HOME OFFICE 6®f'POWDER LAUNDRY Mechanical Legend Sheet Metal Supply Trunk ®88 cfm ®84 cfm ' 1 Sheet Metal Return Trunk i Flex Duct AHU I-BASEMENT/IST FLOOR :_ - SupplyGrille!Register GdRaegister Above I Wall Grille/Registef Job#: 555 Grandview Drive Home Energy Solutions Scale: 1 : 110 Performed by Jonathan Vasquez for: Page 2 555 Grandview Drive 187 E Main St NghtSuite@Universal 2023 Orient,NY 11957 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.com ...e1555 Grandview Drive ManJSD.ru N 2nd Floor F OM 3 " `f°' 7" 119 c6n 7" 16" Roo cr BATH 3 OTB 66 crm 27 fin 5" 4" 13'_cfin 73 crm 7° BATH 2 6^ BEDROOM 4 — — — r — — — 1 7"1 R" 132 c.I 208 dm Mechanical Legend BEDROOM 2 'I Sheet Metal Supply Trunk ? Sheet Metal Return Trunk i Flex Duct Supply GrillalRegister AHU2-2ND FLOOR j = GruleiRegiserAbwe -- Wall GnllelRegister Job#: 555 Grandview Drive Home Energy Solutions Scale: 1 : 110 Performed by Jonathan Vasquez for: Page 3 555 Grandview Drive 187 E Main St RightSuite@Universal 2023 Orient,NY 11957 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-May-02 08:57:24 home-energysolutions.com gdlamay3@gmail.com ...e\555 Grandview Drive ManJSD.ru @ IRT M E f N L @2 G 1' Manual S Compliance Report Job: 555 Grandview Drive Date: 12112/2023 AHU1-BAS./1ST FL By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • Informatioii For: 555 Grandview Drive, Orient, NY 11957 Cool i • quipm Design Conditions Outdoor design DB: 84.0°F Sensible gain: 28708 Btuh Entering coil DB: 77.2°F Outdoor design WB: 71.2°F Latent gain: 4128 Btuh Entering coil WB: 64.0'F Indoor design DB: 75.0°F Total gain: 32836 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RCF3617STAMCA Actual airflow: 1200 cfm Sensible capacity: 28000 Btuh 98%of load Latent capacity: 6200 Btuh 150%of load Total capacity: 34200 Btuh 104%of load SHR: 82% • Egwip ient Design Conditions Outdoor design DB: 8.0°F Heat loss: 39324 Btuh Entering coil DB: 64.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R96TA0702317MSA Actual airflow: 1200 cfm Output capacity: 68000 Btuh 173%of load Temp. rise: 52 °F Meets all requirements of ACCA Manual S. -rid' wrightsoft- 2024-May-02 08:57:17 Rig ht-Suite®U niversal 2023 23.0.05 RSU20622 Pa e 1 ACGN 9 ..Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E Manual S Compliance Report Job: 555 Grandview Drive Date: 12/12/2023 :.,.._ AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com ' s • e For: 555 Grandview Drive, Orient, NY 11957 Cooling. • • Design Conditions Outdoor design DB: 84.0°F Sensible gain: 10256 Btuh Entering coil DB: 77.8°F Outdoor design WB: 71.2°F Latent gain: 3353 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 13609 Btuh Indoor RH: 50% Estimated airflow: 750 cfm, Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA16AZ24AJ3CA+RCFZ2517STANMC Actual airflow: 750 cfm Sensible capacity: 17600 Btuh 172%of load Latent capacity: 3900 Btuh 116a/o of load Total capacity: 21500 Btuh 158%of load SHR: 82% Heating i• Design Conditions Outdoor design DB: 8.0°F I Heat loss: 20542 Btuh Entering coil DB: 67.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R962V0403A17M4SCAP Actual airflow: 800 cfm Output capacity: 41000 Btuh 200%of load Temp. rise: 47 °F Meets all requirements of ACCA Manual S. vwrlgstmtSofC" 2024-May-02 08:57:17 Right-Suite(i)Universal 2023 23.0.05 RSU20822 Page 2 Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MA House Front faces: E i I�Nl E i; N 1: It G Y Duct System Summary Job: 555 Grandview Drive o L U c i s , Date: 12/12/2023 AHU1-BAS./1ST FL By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • • • For: 555 Grandview Drive, Orient, NY 11957 Heating Cooling External static pressure 0.90 in H2O 0.90 in H2O Pressure losses 0.47 in H2O 0.56 in H2O Available static pressure 0.43 in H2O 0.34 in H2O Supply/return available pressure 0.341 /0.092 in H2O 0.270/0.072 in H2O Lowest friction rate 0.099 in/100ft 0.078 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 439 ft Supply BrancDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk BASEMENT h 1696 84 78 0.078 6.0 Ox 0 VIFx 66.0 280.0 st2B BASEMENT-A h 1696 84 78 0.093 6.0 Ox0 VIFx 50.5 240.0 st2 BASEMENT-B h 1696 84 78 0.102 6.0 Ox0 VIFx 43.0 220.0 st2 BASEMENT-C h 1696 84 78 0.095 6.0 Ox 0 VIFx 44.5 240.0 st2A BATH 4 h 782 31 1 0.119 4.0 Ox 0 VI Fx 20.8 265.0 st2 ENTRY h 1543 62 45 0.159 5.0 Ox 0 VIFx 14.8 200.0 st2 GREAT ROOM c 3672 113 170 0.086 8.0 Ox 0 VIFx 53.8 260.0 st2A GREAT ROOM-A c 3672 113 170 0.084 8.0 Ox 0 VIFx 49.5 270.0 st26 HOME OFFICE h 2093 84 73 0.149 6.0 Ox 0 VIFx 8.6 220.0 st2 KITCHEN/DINING c 1718 52 79 0.101 6.0 OX 0 VIFX 37.8 230.0 st2 KITCHEN/DINING-A c 1718 52 79 0.085 6.0 Ox 0 VIFx 56.3 260.0 st213 LAUNDRY c 906 29 42 0.096 4.0 Ox0 VIFx , 26.0 255.0 st2 MASTER BATH h 2201 88 62 0.157 6.0 Ox 0 VIFX 17.8 200.0 st2 MASTER BEDROOM h 3777 151 110 0.106 8.0 Ox 0 VIFx 70.8 250.0 st2A POWDER h 434 22 20 0.095 4.0 Ox0 VIFx 19.5 265.0 st2 SIDE HALL h 1698 68 35 0.123 5.0 Ox 0 VIFx 27.8 250.0 st2 • • • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk )st2 Peak AVF 1200 1200 0.078 831 15.3 8 x 26 ShtMetl st2A Peak AVF 597 686 0.078 772 15.3 8 x 16 ShtMetl st2 st213 Peak AVF 249 328 0.078 738 15.3 8 x 8 ShtMetl st2A wrightsoft, 2024-May-0208:57:17 Right-Suite®Universal 2023 23.0.05 RSU20822 Pagel C�1 ...Grandview Drive1555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E Return Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox0 833 885 93.0 0.078 498 15.8 8x 32 ShMt rt1 rb3 Ox 0 367 315 65.0 0.141 673 10.0 Ox 0 VIFx rt1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1200 1200 0.078 675 15.8 8 x 32 ShtMetl wrightsofft^ 2024-May-02 08:57:17 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 2 ...Grandview Drive\555 Grandview Drive ManJSD.rup Calc=MJ8 House Front faces: E I E is Ni:it l;Y Duct System Summary Job: 555 Grandview Drive Date: 12/12/2023 - - AHU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com • • aition For: 555 Grandview Drive, Orient, NY 11957 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.35 in H2O 0.38 in H2O Available static pressure 0.35 in H2O 0.32 in H2O Supply/return available pressure 0.277/0.070 in H2O 0.256/0.065 in H2O, Lowest friction rate 0.114 in/100ft 0.106 in/100ft Actual air flow 800 cfm 750 cfm Total effective length(TEL) 304 ft Supply Branch ® ' Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 2 h 581 27 7 0.123 4.0 Ox 0 VIFx 5.3 220.0 st4 BATH 3 h 1409 66 16 0.114 5.0 Ox 0 VI Fx 17.5 225.0 st4 BEDROOM 2 c 2241 197 208 0.122 8.0 Ox 0 VIFx 20.5 190.0 st4 BEDROOM 3 c 1280 101 119 0.124 7.0 Ox 0 VIFx 6.3 200.0 st3 BEDROOM 3-A c 1280 101 119 0.122 7.0 Ox 0 VIFx 15.0 195.0 st3 BEDROOM 4 h 2831 132 104 0.120 7.0 Ox 0 VIFx 35.0 195.0 st4 BEDROOM 4-A h 2831 132 104 0.116 7.0 Ox 0 VIFx 24.5 215.0 st4 HALL c 784 44 73 0.122 6.0 Ox 0 VIFx 9.3 200.0 st4 • • DetalI' Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 Peak AVF 598 512 0.114 861 10.9 10 X. 10 ShtMetl st1 st3 Peak AVF 202 238 0.122 571 7.8 10 x 6 ShtMetl st1 SO Peak AVF 800 750 0.114 823 12.3 10 x 14 ShtMetl Returm CTable Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 800 750 61.3 0.114 573 16.0 Ox 0 VIFx vvrightsotFt- 2O24-May-02 08:57:17 Right-Suite@ Universal 2023 23.0.05 RSU20822 Page 3 ...Grandview Drive1555 Grandview Drive ManJSD.rup Calc=MA House Front faces: E OCT 1 3 2023 RAY DONER,ARCHITECT ARCHITECTURAL DESIGN 13UI€,�MTO 1tbRI '. INTERIOR DESIGN PLANNING&DEVELOPMENT TOWN RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax:(631)6914718 EMAIL:RDARCHITECT@YAHOO.COM October 6, 2023 Town of Southold Building Department Annex Building 54-375 Rte. 25 Southold, New York 11971 RE: CERTIFICATION of INSTALLED FOUNDATION SYSTEM NEW RESIDENCE for 153 BERRICKS, LLC. BUILDING PERMIT NO: 49799 S.C. Tax Map#:1000-14-2-3.25 To Whom it May Concern: This Letter is to Certify that the Foundation System-Consisting of Poured Concrete Foundation Wall, Footing with Re-Bar and Keyway, and Waterproofing as Depicted on My Approved Town of Southold Building Department Architectural Drawings was Installed as Per Plans and Meets All Applicable Building Construction Codes. I Acknowledge that the Southold Building Department is relying on this Affidavit to issue a Final Certificate of Occupancy for the above Construction. Sincerely, �joRED,q,Qc Ray Doner, Architect. G ND �2980a OF NEB MELD INSPECTION REPORT DATE COMMENTS �ro FOUNDATION (1ST) .�3 10-------------------------------------- C FOUNDATION (2ND) z M q hh V� C, -PV Z ROUGH FRAMING& PLUMBING luhti'h 15 altww nroPx l I ej,I ow,n�L (,� w� �J?.t2 • �2oJi o�a u 3 � Z GEO� . oJQit� �bl?/�- V► v ,�j o'er I°MS Y11w tht?1 lil�' INSULATION PER N.Y. ` � � v � "�� STATE ENERGY CODE ��' � •�'►�y S ' do 4-1 VJ4 S• C� 1• IF .� �•a 3 .� %r2vss /ac��( .c.c®Gc.C. vim �,ccc s s � ovtie A44S 4. logov)d% 1141WIVALIS C/O S K 1�it,/� /�o oY► el t44sCuC ,44,46ke— jvlA o ws./ Rab GLa'iC /ieeW ae e1 FINAL i siK. • G' � � � neon s. Glee; c A I G oT. !!t cd S 71a hQ AA fa , acr�QR-ils vn h� S �' vs� c. � �.l�l� . � off• � ADDITIONAL COMMENTS �b 3-' 'CS,' j�Sr Z II, z-'3 c ' % � �cc D S 7/ rn 0.13•a3 d,$U d4, Joe purr v ak-. 2 � 4--At 04 e-s ,c rt,isl.�oC bgUA -Ay Clechi �•a (� (.c, 1, n li;�c.eeC o�-k cs �2 �,, z C, o. � x � d ro rE. i v r ©yo c�cy2' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 N y�o• �30�� Telephone(631) 765-1802 Fax (631) 765-9502 htti)s://www.sotitholdtoNvnnv.>rov. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 9 � jug 232023 PERMIT NO. Building Inspector: ,i Yt :.Applications:and:forMri .must be filled-but in their entirety.Incomplete applications.wili°not be.accepted. Where the Applicant is not the owhei;.,an ,,,• ;��;;?e�y`r�) 'l?J^� `OwnWt, Authoriiation'form(Page Z)shall be,completed. Date: TWn(L I 7p 2-3 OWNERS)OF.PROPERTYioe ' ✓^p.'< ' Name:. �� . a,,,,k Kiev,eke- SCTM#1000- Project Address: ec Phone#: TEmaik' ' / /+ Mailing Address: 610E, 1204� T G�1 C / fV CoW`//4,� k 1 3.�5- CONTACT.? ERSON: 4 ;.•,'.::•:; n Name: Mailing Address: �� Phone#: c�. f-T I(ice 3� g Email: Q� J 13 G 01 1 Ices, CD _ DESIGN PROFESSIONAL INFORMATI.I-ON: Name: �A--f J)0 Q lj Mailing Address: 9 S 2i crf rEma"- : Ty V I LL� P Y //70Y Phone#: ?� 1 6 91- (-1 ( � e c H( r C 7-0 Y4 Hco. CONTRACTOR.INFORMATION: Name: a 60 E- M'o0-tu two) T7 �J ei Mailing Address:'-,-1 o ,N 10. 1.�. V ._� F0.KD 1I Phone#: f 2,-- (,�1 . ��1 Email: N 7 DESC, i RI�TION'OF;PROPOSED CONSTRUCTION i )"New Structure ❑Addition ElAlteration ❑Repair ❑Demnliti.,- Estimated Cost of Project: ❑Other e� I� )-Afro I 1Nill the lot be re-graded? ❑Yes o Will e:' R till owe_removed from premises? es ❑No 1 , PROPERT:1f INFORMATION Existing use of property: \MLe(XI.."t ke-VIA Intended use of property: r, If Zone or use district in which premises is situated: Are there any covenants as d restrictions with respect to this property? ❑Yes d'No IF YES;PROVIDE A COPY, „. Check`Box-AfteE::Reading: TTo, gwner/contractor/Jesiiri�professlonal;I responsible far all drairiage and storm water issues as provided by Chapter'236 of the Town:Cod&:APPLICATION IS HEREBY MADE=to the,Building,i7epartmentfor tfie issuance of a euildirig.Permit pursuant to the Building Zone Ordlnance.of the Town�ofsoutholoi 6 olk;'County;�Ndw York add-oth%er applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations orfor,,cehiovpl or'demolltion as herein descri ed.The'applicaktpgreesrto comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Iiispecfors on:premises;and in buildings)fornecessary inspections:,False statements made herein are m, Kle as a punlsha dass,A misdg�eaW pursua th nt to Section 21Q,45'of e.New York State Penal law. Application Submitted By( t name): /47) R^6fU ION/(DC 29Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF S^P11 C) `�—- I �N 10f ,being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Alynt,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 2-1 day of 20-4:3 tary PUhlic — Mosib-MajMki NOTARY M)BLlC�STA18 OF iVB1V Y0)R[ PROPERTY OWNER AUTHORIZATIO bPftW ft01MA6392* (Where the applicant is not the owner 00MMial CaNty Calli�iwiat8yiitNl '2o 7 residing at G 10 COST �C � C.l_.t ��n -Q tet r1K ((C13S do hereby authorize.&D P-Mf%-) ,�O/V/OQ- to apply on my behalf to the Town of Southold Building Department for approval as described herein, Owner's Signature Date Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 9 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION FRESHWATER WETLANDS ACT January 31, 2023 Leo and Michelle Flecken 610 East Road Cutchogue, NY 11935 Re: Application #1-4738-04453/00002 Flecken Property— 555 Grandview Drive SCTM# 1000-14-2-3.028 Dear Applicant: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that your proposed construction of a new dwelling and accessory structures is more than 100 feet from DEC regulated freshwater wetlands as per the plans by Islandwide Engineering & Land Surveying D.P.C., last revised 01/05/2023. Therefore, no permit is required for this project pursuant to the Freshwater Wetlands Act (Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any-changes, modifications or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura F. Star Permit Administrator cc: Islandwide Engineering & Land Surveying, D.P.0 BEH File HEWVORK Department of ocron°uam Environmental Conservation tiD �( G' 2 2�23 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD artn►ent Town Hall Annex-54375 Main Road - PO Box 1179 ' g�e Southold, New York 11971-0959 °f south°tdTelephone (631) 765-1802 - FAX (631) 765-9502 _ x rogerr(a�southoldtownny.gov. seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: r Electrician's Name: License No.: & 22jq ,EEllecc. email: YTO — LPL C.CCA1 Elec. Phone No: 7?--31 � request an email copy of Certificate of Compliance Elec. Address.: O 'go ,9 N JOB SITE INFORMATION (All Information Required) Name: 1 2(A-A) /V tap Address: SSS Cross Street: Phone No.: (Oil 6 GI/3-4 60 11 Bldg.Permit#: bPi� 4271717 email: 47)x;01Vi"C&67A (L, cay Tax Map District: 1000 Section: ( Block: Lot: BRIEF DESCRIPTION n�_ OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): __// Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES 2NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FaNO Issued On 7P,U 6 ;0 14rq 7 Temp Information: (All information required) Service'Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: - PAYMENT DUE WITH APPLICATION re- �� tog-] (LI F U.J ,ll` 1 1 20� L)�LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD' Town Hall Annex - 54375 Main Road - PO Box 1179 ca �, . UII,DING DEPT. Southold, New York 11971-0959 fr,""0U T11"P'tfelephone (631) 765-1802 - FAX (631) 765-9502 7�xztt .a rogerr(cDsoutholdtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11 2 Company Name: T Q0- L.I NI - E Ir ECT121 C I TWO- Electrician's Name: 1 LAC, License No.: ?122-1 f1 M E Elec. email: C',Opro- LiKeete Elec. Phone No: 3 2 C]I request an email copy of Certificate of Compliance Elec. Address.: �(,� '-per 8,4 YS IJ }r JOB SITE INFORMATION (All Information Required) Name: w 6,tWe L. Address: t559 ^ IEFJJ 01210RUEPT, QY Cross Street: V LX LA A I u ED Phone No.: (I Bldg.Permit#: -(pip email: p v) tJC&614 Tax Map District: 1000 Section: ( Block: Lot:S,2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C'&C IrrC l/eemp 000-nex Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough li - Final Do you need a Temp Certificate?: FEr'YES 0 NO ssued On .-7 l 11 3 Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: 260 A # Meters Old Meter# [3/New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[ Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N 014 Additional Information: PAYMENT DUE WITH APPLICATION SUFFOi IreR BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD • 1��+ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �?�0� ®; Telephone (631) 765-1802 Temporary Certificate Date �/ 2023 Customer Name G F e CAM Electrician NamerrQ LIh6 6-1-eCM& Address S AJ 64 ✓ Q / I Phone —d 7 3171 e-mail a-mai f-G /C Phone (p. I / 3 /0 License# A E-� Size ,h�A Phase I Overhead Underground #of Meters e Remarks #of Underground Lateralsi 11 2 New "H" Frame or Pole 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 t e date above. Authorized by r I f ono p�� 1 2 2023 BUILDING DEPARTMENT- Electrical inspector cy�,� ►� TOWN OF SO LIT HOLD y e�$ Town Hall Annex - 54375 Main Road -.PO Box 1179 ,o • ,, Southold -Southold, New York"!1-97-1-0959. oi Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdtownny.gov -- seand(@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All InformationaRequired) Date: Company Name: _ J Electrician's Name: C a — LA-PIS License No.: 2 ,EEllecc. email: YTiD — �L C, CaA1 Elec. Phone No: 27?-317 LvU I request an,email copy of Certificate of Compliance Elec. Address.: To 80 Y 6 Z . f4,9 HPTOA) JOB SITE- INFORMATION (All Information Required) Name: (&A) rLQ/V (0 � Address: D V 160 —N IlJ Cross Street: Phone No.: 046 4/3—4 bo If Bldg.Permit#: 8 Po� 4 Q 7q1? email: f}D IGoNI IV Ct%'°67 ff it, C Tax Map District: 1000 Section: Block: Lot:3.2 BRIEF DESCRIPTION OF WORK,,,INCLUDE SQUARE FOOTAGE (Please Print Clearly): vLe�, C(Go ee" 2 st7 �, �.> N s !sue On Va en r Square Footage: 13 62 Circle All That Apply: Is job ready for inspection?: ❑ YES �NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES F�rNO Issued On 7/<<T 14217 Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 M H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION to �'e c logy 1 9 PO- 49-7,99 PERMIT N Address: I n Switches I Outlets GFI's 1$ Surface I I Sconces r0 _ HH's UC LtS 1lT L�I Fans Fridge I HW Exhaust Oven Smokes DWI Mini :arbors Microl Generator =ombo111 '� Cooktop Transfer aC i1 AH Hood I Service 11 v Amps Have Usec -pedal; comments \ 1 � Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION® PRE-'ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2,1 /29 Owner: Y 7 tk Location of Property: (012 (t_�N�JV Please to notice that the (check appli.cable line): Le New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction, (TC) in the follo g location(s) (check applicable,line):. 2!iFloor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: L ,tL Name (person submitting this form): _ ft" A.) Cd,2 AJ IQe_ Capacity(check applicable line): Owner - Owner representative TrussReqMdocx Effective 1/1/2015 o S E F 2 7 2023 Sco I-M STOR, MWATER r ANAGEMIENT SUAtRVVii m SOUTHOLD TOWN'HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NVW YORK 11971 Town of Southold CHAPTER 236 - STORIMWATER, MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE INI AREA OR LARGER1. - - - --- - — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - — APPLICANT: (Property Owner, Qe8igri Professional, Agent, Contractor. Other) ' I I Ira., U ,111110 NAME. 140T. Date: 10 L2 71-2-1— Contact Information: t7N �EN I�7(T I�tSN_.C__0_ it ruction.Site: Property Address / Location of Const LA N 37.0 I EA CS.C.T.M. 1000 ) ,0 , —2— QUEN T U Y I 19 S-77 — section Block Lot TO BE COMPLETED BY SOUTHOLDTOWN ENGINEERING DEPARTNIEN'T Area of DiStUrbatice is less than Acre. No S P-D F"S,Permit is ReQuit-ed! Project does Not Dtsc,haige to Waters ofthesta1e. No S,P,D,E S. Permit is Required [3 - Armof Disturbance is'Greater than I Acre& Storm-water Runoff Dtscliarges Directly to Waters of the State of New York. THE APPLiCANI' MUST'OBTAINiS.PLD-.E.S-_Perr"A DIRECTLY From NYS D.E.C.Prior Issuance of a Buildin.5Z Permit. 0 - Area of Disturbance is Greater than I Acre & Storrn,tvater Runoff Flows ThiuUgh Suuthold Towii'5 MS4 Systems to.Waters of the State of New York. THE APPLICANT MUST OBTAIN' a S.P.D E.S.Permit through the Southold Tovin Cnomeei,tne Department Prior tolssuance of a Building Permit, r. d�i�C� l • Re;-idea By. Date ;MCP-To"rlrtniu, W'M LOT 24 z MAP OF GRANDVIEW ESTATES SOIL BORING SITUATE ROY K. REISSIG ORIENT MAY 14, 2022 TOWN OF SOUTHOLD EL. 10.0 w z SUFFOLK COUNTY NEW YORK N.T T.S. _ DO N w FILED: JUNE 8,1982 PT TOPSOIL 0 3, MAP No: 7083 sM BROTY WN SIL S CTM#. 1000-14-2-3.28 9 SAND 2 5' IS" c� HIGHEST C/) EXPECTED BROWN F y GROUND SAND & r GRAVEL ELEV 4.05 14' WATER , S W SEC110N DI4,00_DISTRICT 1000 / SECTION 014,00-015TRIC7 1000 N/F SOCK 02.00-TA BLOCK 0 l /-�( X LOT NUB RCPIKE F 2M0o TAX LOi 003,027 _ ROUND SP Fl�OBER 125 6E PAGE 77NN DOJ,028 FILED 2924-PAGE TRUST ��S �; _ ELEV 1.0 o sm MAP N0.7 RESI MAP N0. 70L07823 WATER d z W 3m cy RESIDENC 83'L0122 n"C _ WET N EAYELL WA7E OENCE WATER W E a a�� R LL 1040" WELL TER b,^"ram �� BROWN rs��s SAND & PROPpBEO �" I GRAVEL WELL �\ OT � SP L 24 c \ AREA=55,495 9'7 I \ 1.274 ACRES SF 14.0' � ) PROPOSED SUFFOLK COUNTY WELL DATA z \ FRESHW \ 265.2 .'_`"`'.t-- BURIED - 1201 ---. • WELL#S 16787.1 J \ LINEgg p TER WETLAND '" _..., ,__.,_.,_ ELECTRIC HIGHEST G.W.EL= 6.92(04/1912010) d JEFFREY OANj0O BY I i z _ _\ 12715i2D22 °N 1 38 7,86 LL I G.W.EL.CLOSEST TO TEST BORE=3.87(41102) t' >> ROOF D Lz " s DIFFERENCE IN ELEVATION=3.05 \ 1 RAIN — PD.f4 T &PRO G.W.EL TEST BORE=10.03'=1:0=2.3'(5/1422) z \ FENC POSEIHAVD SILT 1 /� I 3oB� P OL FILTER N17S GOOF ORAM ' ESTIMATED HIGH G.W.EL=4.05' y o F DOV U BANCE {1� :�.t I ems`a •q ER "' U f ,�"".... WD p057 Z mo x 1 1 L o z ks�ro 10' I ❑ PROPOS - cS 1 LLL w� MIN "':':: :: BELGIUMB, 44i1 w� _ PROP APRON 5qr IRRIGATION 1 �' OSED....!;g :. N I "FAr Z} oQo WATER CE�1.2(4/5/22) I \ WANE WIN W LL '� DRIYEyyEAY:::::::::'.::..:...::::::: x \ W �> 6 0 1 f00'FRES >li W R w 1 S W AT P E ET � 7 C E O RON p DISTRI LAND R ( SED w 2 14. ci OF 00-BLOCK 1000 LIN FSET KoZ,� N/F LEO&MI o2.00-TAX LO E r'a p�W yWh OCK CURB -Q c0i CH T 0 rn U u D z\ B ELL J m E E .0 R rn C 2 1 FL 8 F 3 1 EC oc g a J_ K Fl 9 Z a P EN \ LED MAP NO.708jEL07 24 \ 00 w¢01 SLATE .] h N w \ \ ? �= Z rn0 zDi WALK v W I \ 131.4 + 0 126. 5 0'i ow 4 >Z m Wp h W� I 168.37 ) STpONE PATIO WINDOyy ROpp 00 0 2 u o a y f GRASS WELL DRAIN 8.PROPOSEDZ cV I TREaTCTRTDpR o HOLE a GA EYEST SINj 4 � � ' W MEN NIT 2 -z S C.O. 9 50; - w ?779 / 10'MIN p GRADE Z EXP I I v __ 0 ( U) S 82-10'40° IN 10 C/) �✓ ' O-BOX r-._ 4-ZT �j �1' }.) p-MPCO 9 C Q Q I Lu W SECTION 014.00-BLOCKICO2 OD O ) x N�SALVAiORE CHIAR 003 T PIN, ZD LL UBER ELU FAMILY T .029 TR N DY RO- -,,,-,1,•--•_..,y. 0 FlLED MAP 2860-pgOE 152 TRUST EATMENT UNIT CTION AN500 �R N0. 7083-LOi 25 NT8 C NTEG .'.r'."-^_.X....,,_... V I z Z N VACANT YE ONWROL Pq � 'A- f� zLLI p ,n Lu N U o 352.07, 1 a z o J 9 Z o n N a POINT OF BEGINNING I Wzli ' } L o V)U) I z Ln 1� 1 NOTES F U 1. ELEVATION DATA BASED ON NAVD 1988 SYSTEM DESIGN CALCULATIONS q 'qr L LL 2. NO NEIGHBORING WELL WITHIN 150'OF PROPOSED ' O SANITARY SYSTEM 110 GAUDAY X 5 BEDROOM=550 GAUDAY 550 GAUDAY 11.5(GAUDAY/SF)=367 SF I w H 3. NO EXISTING NEIGHBORING SANITARY SYSTEMS 7 UNITS REOUI RED N 119GALS I W WITHIN 150'OF PROPOSED WELL 8 UNITS PROVIDED=479GALS x U) PLAT PLAN OF LOT 24 MAP OF GRAND VIEW ESTATES FILE No. 7083 FILED JUNE 8, 1982 SITUATE -40 ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-14-02-3.28 ' SCALE 1"=30' ti JULY 19, 2023 OCTOBER 12, 2023 FOUNDATION LOCATION TOTAL AREA = 55,495 sq. ft. 1.274 ac. UPLAND AREA = 44,941 sq. ft. w u, CD V LOT 23 CERTIFIED TO: 153 HERRICKS LLC ABSTRACTS, INCORPORATED rl B GR9V4 °R AY OOCK"CURB FIRST AMERICAN TITLE INSURANCE COMPANY APRON 6' CAN. 387• 00%ELECTRIC LOT 22 I 0 J 0940 E 1 24.0' IX 'D. I 9��Q9 O Z 1y� 0 jw 5.4' O 2.0' 6.0' _ o C` c — A v Ilc 3.0' o y, 7- ioz N _ o � _ fR�N WPC 2.0' c 0. " 80 �{ LOT 24 35.0' CD 9 -Z --� I 0 to � i TRANSFORMER � tnx , 352•06 AL J 25 82°10'40" W LOT O UNAUTHORIZED ALTERATION OR ADDITION S OLATION OF SECTION 7209 OFIS THE NNEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS g,AgSNESTABLISHED BY OR SUCH USE IqA � Yb4A D ATEOPTED LAND TITLE ASSOC o�" Ew % Land Surveyor �� P •' SPFTCp �•:�ZPa 9�G�2,p� Successor To: Stanley J. Isaksen, Jr. LS. _ Joseph A. Ingegno LS. —. Title Surveys — Subdivisions — Site Plans — Construction Layout C) 1 PHONE (631)727-2090 Fax (631)727-1727 �� #0 • ��; OFFICES LOCATED AT MAILING ADDRESS 5046 v- 1586 Main Road P.O. Box 16 I ••••• .•�� `�� Jamesport, New York 11947 Jamesport, New York 11947 t � N.Y.S. Lic. No. 50467 E—Mail: NCorwin30aol.com 4 —150A i AS—BUILT SURVEY OF �Z4ty <4� LOT 24 MAP OF GRAND VIEW ESTATES FILE No. 7083 FILED JUNE 8, 1982 SITUATE ORIENT ay' TOWN OF SOUTHOLD Vol SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-14-02-3.28 SCALE 1"= 40' JULY 19, 2623 OCTOBER 12, 2023 FOUNDATION LOCATION MARCH 27. 2024 FINAL SURVEY TOTAL AREA = 55,495 sq. ff. I� 1.274 Co. To En UPLAND AREA = 44,941 sq. ff. LOT 28 SEPTIC SYSTEM TIE MEASUREMENTS - GRAVEL HOUSE HOUSE AY APRON CORNER Q CORNER 9 HYDRO ACTION AN500 26' 19, TEx MM OUTLET COVER 387.86 EL%— Box . . O Epp METER o :•. PUMP 32' 16' 22 �� ELECTRIC x • DISTRIBUTION LOT mzv ME1ER ten BOX COVER 37' .11, � •► FENCE O ,.. - �� 0.9'S. $ARE SCE FQLCE �' I a J LEACHING GALLEY 48. 18' S. • COVER 1 OO PO IN . t0•'.. ^0. LEACHING GALLEY , ,. YELL �q� Bo' I � IJ ''•.,•'• BLOCK CURB • N o �1 COVER 2 47 13' Q',4Q E �/NF I $' I > LEACHING GALLEY N 82 + I+ IN r-1 4. A . ! .•. > •' COVER 3 81' 46' LEACHAL s' ► I o o ►, BWE510NE �' ►� OVER 78' 44'T 4 GALLEY I� cmi r 243' ►. GRAVEL=RNEWAY .. ►: '� Ugj_ o Ii 1.0' .� gELG1AN BLOCK ► fn CURB �� •, ..:' 1�1 N 'IL c I I fm pN CA G A STON La '+ D± AVlc m m w zo a> 3.0' STONE STOOP � v N $; 8c STEP A �00LOTS AL3ILAkA —� OF CLEAN BLO ' •4 •:• H ��` Sf� M•. �F1E MINIMUM JIL33 OUT • r HING r �RUSHED C / i� _ 18ByB I m 00 O • GIyfRIBUTION g) LEAC 0 ` BY ADOPM ax Q 0 i T: 73 _ G � oo • Z Zzz � 7C S y,4 I z . �. WOOD POST d&WIRE FENCE FENS 352.06 /S{9 N 0.3 S. O�d� I!AL vlFl ItSlil�. ! N.Y.S. Uc. No. 50467 UNAUTHOR®ALTERATION OR ADDITION -. TO THIS SURVEY 6 A VIOLATION OF AL MU ON2LAWDF THE NEW YDRK STATE Nathan Taft Corwin III 25 COPIES OF THIS SURVEY MAP NOT BEARING S 82710+40 Y� LOT EMBOSsmE LAND SURVEYORS LL NOT BE CONSIDERED INKED SEAL Land Surveyor TO BE A VALID TRUE COPY. CERTIFICATIONS INOICATm HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen,.Jr. LS. TITLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A. Ingegno LS. LENDING INSRfUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSIT— Title Surveys—Subdivisions — Site Plans — Construction Layout TUITION.CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS T ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES rj Gtj AS—BUILT 'SURVEY OF APPROVAL OF CONSTRUCTED WORKS FOR j� `��J� LOT 24 AS-INGLE FAMILY RESIDENCE M MAP OF D R-22-1149 D GRAND VIEW ESTATES Date 4/16/24 H.S. Ref. No. FILE No. 7063 FILED JUNE B, 1982 SITUATE The sewage disposal and water supply facilities at this location have been ORIENT inspected and/or certified by this Department or other agencies and found APR 2 3 2024 TOWN. OF SOUTHOLD to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. �a� SUFFOLK COUNTY, NEW YORK �� • INGDFPT• S.C. TAX No. 1000-14-02-3.28 CRAIG.KNERPER, P.E.,CHIEF B � SCALE 1"= 40' Office Wastewater Management TOWN OF 3Oi�OLD JULY 19, 2023 OCTOBER 12,'2023 FOUNDATION LOCATION MARCH 27. 2024 FINAL SURVEY TOTAL AREA = 55,495 sq. ft. u a 1.274 cc. UPLAND AREA = 44,941 sq. ft. LOT SEPTIC SYSTEM TIE MEASUREMENTS GRAVEL HOUSE HOUSE 4r BL APITON . CORNER QA CORNERQB HYDRO ACTION AN500 + OUTLET COVER 26' 19' BOX 387.8 PUMP 32' 16 LOT 22go ElEMTR1ETJ X .N.� • DISTRIBUTION BOX COVER 37 ' � 11 FENCE � � O.',.•#CE - C,9 a'S. v LEACHING GALLEY 48'COVER I 18' FEN CE ` a . 1.5'S. $WIREt� O.9 S• s ; 4. • DO PO cv. tN . t�DrL LEACHING GALLEY n WELL :A�V 90. I p tJ .'.,• • Bp rIAN BLOCK CURB • NO .:o COVER 2 47' 13' 14 82'10'40 t Itn J� t > •• LEACHING GALLEY e # + p�❑ �' '. '. L , ',• - ,•. COVER 3 at' 46' m o_ m :; N BW�IONE s > H LEACHING GALLEY 73' 44, ` "c'+ 24.3' ► OtipVE1 DRNEWAY ► � ' COVER 4 BELGUN BLOCK CURB m •; ':.' �Pg N AL CA b r CA AL 07- O m �` �> 3.0' 5rEPS OOP > u v s STONE R ,Oo• uNE ',� £ A in a In WP 16' :l 'nO 2.0' a LOT 24 :, ;,•,• '.,;,;. Elkn 35-S — - �3 d `��IIIIIIJJI� .• .1�'. _ ��'�� ram' a. f CLEAN BLOWER —2 94 •.•� ��``PREPAR PM'E OF E MINIMUM �` '� 1BBiB, ' ' Y OUT Dlcq w DI BUT' B[)LFCHING v �� • S. IUiyii�i ADOPtED n' no O ,► BO% G�u�i O �'' �� BY IF YVmjmR�FfATE LAND . o, V ''fox . �o O niLp 173 to a . AL o I '. • :0 z •� S •-O .� • � WOOD POSTI&WIRE FENCE FRrCE 352.p6+ ✓r✓�.qN�• ,•••• ' �� 0.3 S. 0 ` .a AIL12 N. ! �D°f lIlilt%. UNAUTHOR®ALTERATION OR ADDITION N.Y.S. Uc. No. 50467 TO THIS SURVEY IS A VIOLATION OF a, SECTION N LA OF,HE"�,YD STATE Nathan Taft Corwin III EDUCATION LAW. $40" W LOT 'j,S COPIES OF THIS SURVEY MAP NOT BEARING ^r Q •'�0 THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor S S2 TO BEWLL NO A�VALID TRUE COPY- BE CONSIDERED i CERnFlGTIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen,Jr.L.S. TITLE COMPANY,'COVERNMEN171L AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LIMED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSn— Title Surveys—Subd 0slons — Site Plans — Construction Layout TUTION.CERTIFIGTIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS PHONE (631)727-2090 Fax (631)727=1727 AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box-16 Jameeport,New York 11947 Jameapork New York 11947 LOT 24 w r� is�s�s MAP OF GRANDVIEW ESTATES SOIL BORING N3�,y�� 4 SITUATE ROY K. REISSIG �� 9L�, ORIENT MAY 14, 2022 � � �, x00 TOWN OF SOUTHOLD ELEv 10.0 ,�, z 1 o SUFFOLK COUNTY, NEW YORK N.T.S. - o w PT TOPSOIL O o- w a -FILED: JUNE 8,1982 BROWN 0.3' "( \ MAP No: 7083 9' SM SILTY SCTM#. 1000-14-2-3.28 SAND \ 2.5 HIGHEST EXPECTED BROWN �1 GROUND SAND & o 11-41-d� 14' WATER --GRAVE[- ELEV 4.05 SECTION 014.0o_gLOCTRKICT 1000 SEC77ON Ot4.Op_DISTRICT 7000 _ N/F JED 02.00_7AX N/F MCPOCK 2.00_TA I—°'""ter \) n O NEA LOT pp LjaIKE F X LOT 0 _ ROUND SP s FILED 12596-,4ER FINN J-026 FlLED ER 129 pALY TR 03.027 .._. m u e 24_ UST AP N0.7083- 77 "AP No.7083EL52 RESIDENC L0T22 RESID 23 +Si"C - WATER ELEV 1.0 W =L 00 N 82, SWELL WATER ENCE/1.1'ELL W O„ / AT S l N. �o'¢ E (I WELL ER "'T9�,-s 1 BROWN p SAND & _I PROPOSED s I GRAVEL N �\ \ \ WELL W L 4 SP \ LOTZq ` \ 274CRES S SF h 1j5 r—/ a I SUFFOLK COUNTY WELL DATA z FRESH \ _ PROPOSED 2652 BURIED WELL#S-16787.1 LINE qg ATER WET 1Z0� ELECTRIC HIGHEST G.W.EL.= 6.92(0411912010)•1EFFREYY..AN��DON, 1 ; I G.W.EL.CLOSEST TO TEST BORE=3.87(4/18122) fZ 12/is/ZD� 387.86' w \ >> ROOF �" LTT 1 DIFFERENCE IN ELEVATION=3.05 F DRAIN _ 12"=6RU, i TTj 1 G.W.EL.TEST BORE=10.0-9'=1.0=2.3'(5114/22) FENC POSED SILT 1 �Ogi P DL F1 ER AC ROOF DRAIN ESTIMATED HIGH G.W.EL.=4.05' y g N. U pOUNU Y7�N S � 7� POO '= UNITS ELf__ELE WD POST N�� W iUR I ER alz- eLs O i ooy . 1 I I L ' F - - I O Z �crOc ooy q�M_ D. ❑ {}}'..:%:::f. .... PROP LO M1AI -.: BELGIUry10B POSED z 9q"l 0 0 o WA IRRIGATION I :. PROPOSED:..'..�_`. APRON OCK yt, =v'Z �o I TER SURFACE=1.z OND \ \ STONE WIN yV L .:: pR1 EVE : :... I z W /\ r ox (4/5/22) I \ WALK AY.:} :`::�:":`'.:::'.i:.:� ::. �• 1 r �s c> I WFRESHWATER o PROPOSED .. ....... 1 SECTION��p�OBLO K/02 00 OTAX LINE FFSE7 \ � n BELGIUM B K C .. 0 ojw yam LOC....URS tj O > coi USER&MICNELLE LOT 003.0 1 m m 13 FLE 28 \ mm _ ¢i C g v 3_ K c�Fl 9 E P N L \ LED MAP NO.7pH3EL07 2a \ � go W¢O�°� SLATE �� 1 SUFFOLK COUNTY DEPaRTIv1E NT OF HEALTH SERVICES .................. WALK PERMIT FOR APPROVAL OF CONSTRI ICTION FOR A \ 131.4 is e° WWaLLLL Q 1 SINGLE FAMILY RESIDENCE ONLY I - 126.8 a I 168.37 / STON GPATIO WINDOW ROOF D o " I °Z f—; h w o m RASS WELL DRg11J DATE 5/26/23 )-{.$•�('Ef.NO. R-22-1149 o m W y / 8-PROPOSED 1 APPROVED ��"""_ ^✓ s °oX '-U aiEST LFACNI I U) --;;ai"_=--;—_ w ^ o N I m T 1F-AIMERIC NT UNIT e+ HOLE o GALLEYS 2Xq• _ - w FOR MAXIMUM OF 5 BEDROOMS h J \ a soy ' I V EXPIRES THREE YEARS FROM DATE OF APPROVAL w -O.i0 i /__", I/ \ J/779 \ l 10•MIN O GRADE W 1ROOF _ DRAIN S ° _ZORENCO I —k_1" J�26/PB / J S I 4 PUMP LJ w Expires �} DISTRICT I DON 014*OO_BLOCK p 100 / TO 1N 1 LL \ "IF SALYATOR 2.00 TA PL O / FILED No- A�EFj 21LY TRU iD29 TREATMEIHyT LNG ACTION ANI-may N 1 Design Professional's Certification Required. ai / ACA OT VENT RW/INTE 500 c OT VgCANT 25 8 CONTROL LP EL .�t Z Submit P.E.or R.A.Certification For 0 p Z N I I � The Installation and Construction of the Sewage Disposal System I co I Use Form WWM-073 I 7 I I 352.07' h 1 Q G w LL,,o N a zoY� 19 w QZo# POINT OF 2 BEGINNING 1 I u oUL0 1 u 1 F y y Io 0 NOTES 1. ELEVATION DATA BASED ON NAVD 1988 1 ( S"°qN o 0 r� 2. NO NEIGHBORING WELL WITHIN 150'OF PROPOSED SYSTEM DESIGN CALCULATIONSILL LL SANITARY SYSTEM 110GALIDAYX5BEDROOM 550GAUDAv ® I ys�s O 550 GAUDAY 11.5(GAUDAY/SF)=367 SF 3. NO EXISTING NEIGHBORING SANITARY SYSTEMS 7 UNITS REQUIRED=4119GALS I w WITHIN 150'OF PROPOSED WELL 8UNITS PROVIDED=479 GALS = U) ' z HYDROACTION TREATMENT UNIT Z � �� Z 6 o N W U L1- - CB 1 DPI ---- ------ - DOSING PUMP MAIN DWELLING ELEC PANEL 054.2500 F-1 CB 2 RP1 ---- -�RECIRCULATION PUMP 024.50104100 0 07.0000 QUICK 024.8750 DISCONNECT CB 3 MP1 -- --0 MIXER PUMP m2a.s7s SWITCHMIDWEST P065P AIR ________ _ ________ AIR HOSE 1�j CB 4 C1 PUMP TO DIFFUSER 76 0 CB 5 F yn 1 I ❑1 ---- --- -- RECIRC TIMER ENABLED • Y024.5010 xI I TO CONTROL --- o -- ----� --- ------ Lt PANEL 2 --- LLo- ----- -- HIGHWATER ALARM W01 250D u l Tw � 057.2500 CIRCUIT BREAKER SPECIFICATIONS 132' PROVIDE SECONDARYPROVIDE SECONDARY G P VLC CONHP80TROL PANEL SAFETY COVER / COMPRESSOR CB A - 30 AMP _ SAFETY COVER CB 1 - 20 AMP - ------- FIELD WIRING CB 2 - 20 AMP GROUND w E MANUFACTURER WIRING H D-D3 CB 3 - 20 AMP ----------- PNEUMATIC HOSE FIELD INSTALL I CB 4 - 10 AMP -- � ) � CB 5 - 10 AMP a • F- INLET F v L E' OUTLET LII WIRING SKETCH 104 89+� K ;zg zW I SUFFOLK L?LNTY DEPARTMENT OF HEALTH SERVICES 64 62.9643 W? OPEN DISCHARGE PUMP TO PERfliT F^R APPROVAL OF CONSTPUCTION FORA DURAFIBER ACCESS LID OBTAIN GRAB SAMPLES SINGLE.FAMILY RESIDENCE ONLY A zz FLD24G W/ RG24 SAFETY — W GRATE TO GRADE ORENCO EXTERNAL SPLICE BOX SBEX1-4 I 2a z we �z DATE 5/26i23 H.S-REF.No. R-22-1149 8 W z t',^ �z DISHARGE ASSEMBLY APPROVED 7j a ;Z PUMP BASIN 32.saoa 7.5000 66 j�j yo HV125 W/ DRAIN HOLE FOR MAXIMUaI OF s BEDROOMS MODEL PB2472 AND BALL VALVE EXPIRES THREE YEARS FROM DATE OF APPROVAL 47.5009 W 12 ~O TO BILL OF MATERIALS W W FROM D RAI N FI ELD ITEM PM DESCRIPTION CITY: 1 OWTS POLYLOK 20" HD COVER HA•180056 TANK,AN500 245 NITROGEN REDUCTION 1 f 4 y A 180055 TANK,AN500 245 PRETREATMENT 1 1.. POLYLOK RISER AS REQUIRED B 1oo118 COUPLING, 4' SCH 35 PVC SXS 1 ON C 240018 FG CONNECTING PANEL 24X79 2 Cl 160028 ADHESIVE, CARTRIDGE 1 C2 240031 SCREW, 1' #10 SELF TAP PPH ZINC 2 ORENCO DISCHARGE D 760066 FASTENER, 3/8-16 X 3 3/4' AT HHCS 1 0 G> o, PUMP MODEL PF200511 DI —200013 NUT, 3/8'-16 SS 3 Z"' OFF 1' 6' D2 200006 WASHER, 3/8-16 SS 4 D3 200034 WASHER, SS 3/8- LOCKWASHER 1 j M> E 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 000. w F AP600-P AP600 ATU W/PLATFORM COMPLETE 1 Z O EC50 3 FRONT/SIDE VIEW TOP VIEW CUTAWAYYIEW G H 00023 PLC ECS PIPE,14- PVC SCH35 (1) 161 LUNG Ln o y y CAST-IN-PLACE CONCRETE POLYLOK 20" D-BOX 1 100023 PIPE, 4' PVC SCH35 (1) 28' LONG Ln 36" DEADMAN POURED PRIOR TO PART NO. 3017-20 PROVIDE ENDCAP 1 180111 TEE, STRAIGHT 4' SCH35 1 Lo PUMP BASIN INSTALLATION MATERIAL - HDPE LEVELING DEVICES K 100023 PIPE, 4- PVC SCH35 (1) 10' LONG PENETRATE PUMP BASIN DATE: 8/12/04 ON ALL OUTLETS PUMP BASIN 3" INTO DEADMAN POLYLOK D-BOX DETAIL TYPICAL HYDRO ACTION AN500 DETAIL M N.T.S. N.T.S. N.T.S. LL W N° W Meyer, Nancy From: Meyer, Nancy Sent: Tuesday,August 1, 2023 3:19 PM To: 'Monika Majewski' Subject: 555 Grandview Drive Good afternoon, I am reviewing your building permit application for the proposed new house in Orient. Please note there are a few things which need to be addressed prior to being able to complete our review for code compliance. - The house outlined on the Suffolk County Health Department approval is different than the house on the building plans submitted. You will need to go back to the health department and have their approval amended to reflect the proposed house you are intending to build. An updated survey with accurate house will need to be provided. - All-zoning information regarding the property size,gross floor area, pyramid/sky plane building elevations,etc. is missing from the drawings. That information is required: Keep in mind,your GFA is going to be based on the buildable area of the property,the area of wetlands/pond will need to be'deducted from the overall property area before determining the GFA. This information can be found online within our zoning code (Chapter 280, sections 207&208) if your design professional would like to review the requirements. If you have any questions regarding the additional requested documents,feel free to reach out to the building department. Thank you, .Mancy.Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 _ (631) 765-1802 c r i Meyer, Nancy From: Meyer, Nancy Sent: Wednesday, September 20, 2023 4:01 PM To: 'RAY DONER' Subject: 555 Grandview Dr Hi Ray, I am reviewing the plans for the proposed new house located for 153 Herricks LLC in Orient and there's a couple of items on them which need your attention. -on the foundation plan,you call out for 8" PC walls with an 8x16 footing, however on your building section and the typical section,you call out a 10"wall with a 10x20 footing... please clarify which you intend to build. -second floor BR#3,the C16 does not meet egress requirements.. can you change the size or add another window to the room? -BR#4, can you please indicate the heights within the room and provide what percentage of the room maintains the 7'- 0"ceiling height.. a section thru the room may be helpful. Other than that, everything looks good. If you have any questions regarding my comments,feel free to reach out to the building department. Thank you, Nancy Na,)Icy meyel- Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 Meyer, Nancy From: Monika Majewski <mon_benit@msn.com> Sent: Tuesday,April 23, 2024 3:39 PM To: Meyer, Nancy Subject: Re: 555 Grandview dr Thank you for that, Question about the access to attic . How big does it have to be ? Is 24"x 24" good enough ? Monika Sent from my iPhone On Apr 23,2024,at 3:11 PM, Meyer, Nancy<nancym@southoldtownny.gov>wrote: Thank you Monika. The handrail used to access all floor levels is not meeting code requirements. I'm attaching the code section which gives a bit more detail about graspability. The other item which I didn't mention (I apologize) is the relief extension valve on the water heater. While it does have the proper extension, it does have to be hardpiped;the flexible pipe which are being used are not acceptable. I'm attaching the couple of pictures I took while on site today... I've drawn an arrow to what needs to be changed. If you have any questions,feel free to reach out to the building department. Thank you, Nancy JVancy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From: Monika Majewski<mon_benit@msn.com> Sent:Tuesday,April 23, 202411:59 AM To: Meyer, Nancy<nancym@southoldtownny.gov> Subject:555 Grandview dr Paint used for foam insulation in the attic. Monika <image001.jpg> Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ,STRSTATE Compensation ;Workers' CERTIFICATE OF INSURANCE COVERAGE ; Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a. Legal Name$Address of Insured(use street address only) 1b.Business Telephone Number of Insured GGC REMODELING CORP 631-312-4474 77 OHIO AVENUE MEDFORD, NY 11763 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 832524333 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Town Hall 53095 Route 25 3b.Policy Number of Entity Listed in Box"la" PO Box 1179 DBL647872 Southold, NY 11971 3c.Policy effective period 09/22/2022 to 09/21/2024 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employers employees: 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 NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 6/16/2023 By "0' M— (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 413,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) �I�Il�11111111111iiiiiiiiliiiiiiuiiiiiiiii�JIIII DATE(MM/DD/YYYY) �coRn CERTIFICATE OF LIABILITY INSURANCE 106/16/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Takach&Associates,Inc. Takach&Associates, Inc. PHONE 631 366-2774 FAX 631 366-2739 112 Terry Road EML csr takachinsurance.com Smithtown NY 11787 INSURERS AFFORDING COVERAGE NAIC# INSURERA: Falls Lake National Insurance Company 31925 INSURED INSURER B: GGC REMODELING INC INSURER C: 77 OHIO AVENUE INSURER D: NorGUARD Insurance Company 31470 MEDFORD NY 11763 INSURER E: Shelter point Life Insurance 81434 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFFYYYJ POLICY EXPMJDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR PRFMISFS (Fa accurmn RENTED $100,000 SKP 2014729 11 09/21/2022 09/21/2023 MED FRCP(Any oneperson) $5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY PRO- JECT ❑ LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED S_4EA accident)_INGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS l HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION X I PER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/F?CECUTIVE YIN E.L.EACH ACCIDENT $ 1,000,000 D OFFICERIMEMBER EXCLUDED? N!A GGWC312681 09/22/2022 09/22/2023 r (Mandatory in NH) E.L.DISEASE-E4 EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E NYS DISABILITY&PFL D647872 09/22/2022 09/22/2023 NYS LIMITS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Hall 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIV � <SR> ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1A.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured GGC REMODELING INC (631)3124474 77 OHIO AVENUE le.NYS Unemployment Insurance Employer DFORD,NY 11763 Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York Sate,i.e.,a Wrap-Up ld.Federal Employer Identification Number of Insured, Policy) or Social Security Number 832524333 2.Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) CompanyActualName} NorGUARD Insurance Company Town of Southold 3b.Policy Number of entity listed in box"la" Town Hall 53095 Route 25 GGWC312681 PO Box 1179 Southold, NY 11971 3c.Policy effective period September 22,2022 to September 22,2023 3d.The Proprietor,Partners or Executive Officers are El 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"T'insures the business referenced above in box"la"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" The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayernent ofpretniums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from tl:e coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid far one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the 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 the 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 the form. Approved by: Takach&Associates,Inc. (Print name of authorized representative or licensed agent of insurance carrier) Approved by: June 16,2023 (Signature) (Date) Title: President Telephone Number of authorized representative or licensed agent of insurance carrier: (631)366-2774 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 (10-17) wwwmcb.state.ny.us - ..._... _ _ ,� �h�� - LOT 24 Ito •'- . .�' l"� �`, SOIL BORING GENERAL NOTES: • , ' 'Tabla•3.5. Natfing5chedute' . � I '• - - �"! s • � MAP OF GRANDVlEVl1 ESTATES 3a SITUATE ROY K. REiSSIG 1• 'ITiESE hItF11VINGS HAVE BEEN PREPARED BY 1'HE UNDERSIGNED�t TO TT1E BESTOF T L DGE,-BELIEF& - . ! ss MAY 14, z02� � PRO i:'T?S51t 1NAL JUDGMENT ARE 1N COMPLIANCE WITH TIIE 2020 ItCSIDEN'1'fAL CODE OF NEW YQRK STATE. It301.1.1 DESIGN CRITERIA lax r Numbvar aumbe!of IN ACCORDANCE WIT Ii TIIE AhiET21CAN WOOD COUNCIL 1V00D Flillh3E CONSTRUCTION MANUAL FOR ONE&TWO FAMILY • tvtntbatalpt(oR CnmmaaNans . 7oaNa(s � Nansprdng 'fable 8.5A • Top and Bottom Plate_ to Stud Lateral Connections •.EX�]OS[Ir@" ORIENT ' 'r 3•a^�-rCt ;.�.i•r, ', .711� it D ! d: t 1�''a�J:�''�aa:�.1G(" �::`'ti. :'�•.'N�=M'jr"v`� - , ' ' for Wlnd Loads .• ��' - - Y � :�. .,:.• -�:?'-..f'in•:.81? FtTIA)iiN..l);. ;�l'�: �-r•_•,,• ��• �`- ELEV 10.0 • ReRdrtoToppisU(Toe•nefledl �(aeTxN+3.4A) - (weeTa6leli.4A) pwrntler. (Prescriptive Alterne#IYBtO Table 3.6) � TOWN OF SOUTHOLD D1VCL1.11•yciS(1VFCIv1)2618ED1T10N. SUFFOLK COUNTY NEW YORK N,T,s. Cenrasrotst taTap!•tetq(Toe•n.nad)• {aweTeble3.4A) (seSTabla;;,lA) .•per)otst F PT TOPSOIL 2. ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION OF PROJECT;OR DESIGN OF ELECTRICAL,HEATING,VENTILATION AIR. FILED: JUNE 8,1982 03' CONDITIONiNGORPLUMBINGWORTL LICENSED CONTRACTORS TO INSTALLWORI.INACCORDANCEWITI12020NYSBUILDING, eaatnatohttoPan)i�IRtirter(Faca-n!aad) (teeTrb1e3.9A)•,. (serTeble!.9A) each tap .. :• • Ce(nnrlahtleptcvn►eptttan+tFjce•nailed) (teeTabta9,9A) (aeeTwbte!',gAy such lap '700-yr.Wlndspeed - •• CnnwrTr+tnllanar(Facene4ed) Iree7abte3.6) {serTebin 7.6) , partla ' 110 ' 115' t12^' 130 lqb 150 1fi0 170 laD • i- 'Elacldn[7o Rettar(Tae•ttined). I-sd- 2-Ind , eerh end 3•aecottil plot(mph) •��`'. 195 BROWN PLUMRINt),hdl'sCIiANICALAND FUEL GAS CODES, , 1 MAP No: 7�83 sM slLn 1-36d. . 2-16d , each and• Stdi1 1 \ !}r SAND 3. CONCRETE,WORK SHALT.CONFORM TO THE 2020 RESIDENTIAL CODE OP NYS CHAPTER 4 SECTION R402,R403 AND TABLE R402.2. ' R1mBoardtoRakarlEedtnneil) _ • ' x3i+r:t -:R ,,I 'r 9ffi�;1 ;j1h,: Atl(14AMt1tG•TTik�Sii` L +,e yli ti 2as`r�y"�s' is{� eiC9`. ' ip■cing Wall Haight(It) Required Number of 16d Common Nails°r 4Dd cox Nails per Stud t°Plata Connection �+ .p SCTM#. 1 �1 4�2�3"28 2.5t BEAR FUIJNllAfIQN SYS'fEb'f ON UNDISTURBED SOIL,h4IT1.SQ1Ir DGrlR1NG CAPACITY UI 2,000 PSF„ STEP CONCRETE FOOTINGS& H{GHE$T FQUNDA PION WALLS AS REQUIRED. CONClLE1 E PRO'fECT�ON FOR REINFORCING TO HE AT LEAST 3'_ Top Plate to Top Plate(Fannalled) 1.26d 2-S6d: perrao1 . . (In:} Tap Plater et intersections[Fasantllea)' 4.16d s-SGo )olnls-cub aide 2 ` \�� EXPECTED BROWN I 4. FINISHED(TRADE SHALL PROVIDE POSITIVE DRAINAGE rfitVAl'FROhi BUILDING&NOT ONTO NEIGHBORING PROPERI'iCS._ ' Smdloltad(Pete-Waned) - '2-25ti 2-iSd Z4•a.e 16 8 2 ;2 2 2 2 2' 2 2 Z " l0 2 2 2 2 2 2 2 ' 2 I _a' GROUND SAND'& • HaedartaNa+derlFaa-Waned) • 1[-0 � ,18d. IS'.a.a.alattaedjar � •�-" _- _ ELGy 4•V� � •Top tsraanota PIaL t65tud f t:nd;nalledl - (ree7rbta35A) bee7ab{e l.SA) Per stud - l \ tf 9 4' WATER MA 5. JOISTS,S-FtJDS,BLOCK,ING&BRACING SIiALL BE IlEhi-FIR 92 OR DE'1TER,FV-70 PSI,FH=85a PSI,E=I,i00,000 PSI.. ALL SAWN BEAMS, son.;Pt.ietvRcarjoist,edndloh4Endyolat _ z•I�ec' 2-I6d!' pertabi 7aibloA'3.6 'Ridge Tension Strap Connection Requirements for EX�osure Y' i ' \ '� HEADERS,POSTS&GIRDERS,4"NOhfINAI,SHALL BE llOUGLf1S£IR-LARCH#2,FVm85 PSI,FB-825 Psi,E=I,400,006 PSI.. PAItAI.LAhi:Wind. srcncw °enact r^ DESJGTI CRl'l7MIA:FB=2800 PSI,FVm290 PS 1; 2 000,000. micizoLLATJS&Px1RAL.LAMS SILALL BE•'TRUS-JOIST MACMILI.FW ORE UAL arsladdrrr(F■ce ttellddl '' - C p ou. r y SP �• ' r St'It"r lE !tP- r�. �, '' = OR t13rtMtNplr ftn4 l`'r till'1 G (k= t 3nt ;,, y g/yit� (Prescriptive Altemativet to Tebte 3.6} sFeaoN psrnrcr I 00-Bt two �, Q • °NA°0••Btoar D2�-T / "�u�>�rw,ot°y'r"'t for ooton r,.~t �'�J`D r ROUND ALL TO HE MS'fALLED IN ACCORDANCE Wl'f'Ii h3ANUPACTURERS SPECIFICATIONS 8c DETAILS. lalsttm5%Top Pints arGl�er(Ta■-limed) _ 4-11d 4-lpd parlolst Dead Load Assumptlans:ROD(/CelDng Assembly DL 15 psf � Bar oot026 Farb t2reQ;p toy 'r• i _ N Ct E r 1.O : - srtd■fnrrolaist(Toe tiena 2 ed .• z•ibd aarh endue toT tD _ WATER WET tGY G. ALL ROUGH FlirlhilNG MEMBERS SHALL HE FRAMED,ANCHORED&BRACED SO AS TO DEVELOP THE STRENGTH,RIGIDITY& :.I]taeilnito7otst(Toarullt(!J I-ad 2-IOd each and ,700-yf.WlndSpeed s E'WELYELLWA R �C�L1.WATF3r } fJJ t'1 slodan=trsm arTop Plate(Toe•ntdted). 3-!6d ;tiled each block g.werond lust(mph) 11D , 2I5 �22Q: 130 14o i5a , ,160 17U .18R ]9$' N 82•)0'40" TEA irir �y-? BROWN INTEGRITY FOR TIIE PURPOSE IN WHICH THEY ARE USED..NAILING CONNECTIONS SHALL BE IN ACCORDANCE WITH NAILING " ' LedrerSfrlpla9asin(irceviwlledJ - 1.16d 1-16d eecbJtdat � '- � Ertl `,) 1 SAND & SCIIF:DULE,TABLES.IOFI'HEWFCD•I2018EDTTIQN. - • _ - ' '•totstorltedaertoi Beam(roe•naned) 3-ad •3•Iod pn)oht Rvn/Plech' Root6pan Number atadCotnmonNetbor lad BowNdLtn each■odor3-aJq"Strap''r'''•''•r•' - PRap° 'r S 1 ' N �. ..� ya�En � lj GRAVEL 7. ALL STRUC'iT1itAL STEEL CONNECTIONS SHALL BE'SItvIPSON'ANDloR EQUAL •' • .DattAlalsttglobtiEnd-Wall+d) 3.16� . - A•26d •.' : •peryolrt 1 •' .t '' aendlehttoStBorTopPbrtt(Taa•nenedj :` Z-16d 3-1611 •,' •• perfaot 12 ; 1 1-_. •2 _1 2"'- _ \ -� J _. .;.. .... . - XI ' nL . r:i.•Z`.:��.. : .�t.�:. M11001:;9 1H! a�ItrK�r_':�• `r � '�"•,l4rTf'tii��a.:K�l;�{�• y A j' •IS -1 3 2 - 2 2 3.' ..� 3+ . ..'-4 -. '4 5 l[3 L 24 � SP • Wood 5try Pennlw 6d lad':. _ ISeaTable3la)-; , 20r, Ii t` ' 94, r �^ ify{}1 '� ,`t ��,<acgEB s BF ~�"" ) 14'D' S. WOOD IN CONTACT WI111 CONCRL•'TE TO BE ACQ TREATED LUttIDER INSTALL TEIt1liITE SHIELD WITH APOLY BAItItIER HOT-DIP - __�__ vgr•. � o;� trst NG't ��x .ii� "af 5r.+•, 1 A - ,� a ` 5• � 8 COUNTY WELL DATA - . ' '3#} t t i- -•�. .+ Q}F'ur$1, �7N. 1E14'rtil itli,�1..�.� r. r, Hdi �i "�'� �' y - GALVANIZED O LESS STI;CLI'AS1LN Gyptupt Waitboud Sd bodarw 5d caohj t 7•edge/ID•vela 1:ttlf4i t ` ' PROP t SUF�FOLK COU ALVFW OR '• '• ERS ONLY . t aurvsED w�uas•tsra7.1 't ��' 1 f 9, INSTALL FIRE-BLOCKING AT'ALL AREAS REQUIRED AS PER',SEGI'ION R30Z.11 1VfTTi FIREBLOCIUNG MATERIALS AS SPECIFIED IN SEC. r .11rli •32 I 2 3' 3 4 S 6 7• $ 9 t LaeAlauTtvErLARD � f � "'' ELECrR° i 1 tD4t$sT4W.El�8A2(Dttl9rtOta) , '9. tIf ,+,t7 :'i:54 sr• '"11;1; /V,tY>:`l�'7;'.`:1r1 S}IPJ►T}IING'�;, }T,Q�11ii�i,!1; : "'!�T' �i 36 2 3 9 4. 5' 6 6 T 8 1 rEFFttF1•aTEA7t:a 6Y 387 Il - _ o.w�_ar3sEsrzoTEsrsor�.3.e7ltNeraj R302.11.1. - Wood SavctantPenah ad •lad! •L. lien Table 3.l1) t� 12/tARo N,I°ON - �• "rr^•�_ .$6' ` r DIFF8tF1tCEDtElEYATlONe3A5 12 1 �1 I 1 2 2 I 2 3 3 aOaFD '-''�•-� 71Atr F fl.WE_TESTBOAE-IstH'.1A•2-3'(5114!!2) . • .Structural Fiberboard Psn+h '• I6 2 1- 1 2, 2 } 2 3 7 3 4 8l 1 • ttVN RooF � i O-W-E-CLOSEST w.E STBOR ,� 13 PROVIDr CRAWLSPACE VENTILATION AS PER CODE R408.1&MIN.CRAWI.SPACE ACCESS OF 18'=4"AS PER CODE R408.4. PROVIDE 11re:galv.rao0ngnag - 3"edge/6.paid . ti 1, 1•'-," t'"' '"�7' �' =r t a ;t*' =• t»• �- 1 PROPOSED l � Pot.gLTaR uNAc x-,,,�DRA+N �+7 h ti tvfIN.iB"CLEARANCE UNDER WOOL)JOIST'&&12"UNDER WOOD GIRDERS'.• . ' :. • ' . ' - -.. (0.1:l0-x1.7/I'Ionga7/16"be+d) 2 15 :'Qh7 ' � � fi2t qh : . .._..- - - .. � 7- r f) •,�ti•�!j:F ��' ;i'1� �1 I�j�! t' Ct� � 1 AROUV�YB tE9 � POOL rra ft•E-•+.._L'I.E as - , 27/sz' • 12ga,t;+M.too[Ingnan - •3'ad8d/s-neld .. •4.u. S -_ � ,,y t9c .. �, '.�%, :"� i �,:.• y��i':,},'T ¢�3: 4 - aFDIB7URDARFAa 9 _- a 2 �2'h !1tI':t rzV ju Z ANcr . c 4e o I1. PROVI l:A f1IC VENTILATION AS F • (oaltrro-3(4'la,tg k s!e"bee 1 � i � �,. J e � D. P.R CODE R806.1-&MIN'.ATTIC ACCESS OF 22'7%30"AS PER CODE R807.I. CONSTRUCT A LARGER 3z 2' I - z 3. 4 4 '5 6- 6 7 a [ t o z �'^.t•, OPENING 1F ANY APPLIANCES ARJs'f0 DE 1NSTttLL.ED IN ATTIC - {,- A C 7'O ALLOW FOR I2E1viOVAL AS PER M1305.1.2. WEATfiERSTRIP AND r e samwwnbaerd •sdcaalen Sdmale t •ledge/1Cnrld 36 2- 2 . •3 3 4 5 . 5 l W PR �. Tp 6• 7 8 � {{ 1 - .�■i-� to• q / apnB u) ` - , - � 1 at:PROPOSED '� S w I S LS DO TC •t N ULA C ORS/HA • ..� u•' ;1t":: ;nt f r rr• 12 2 1 I 1 1 2 1 .� ADN alUlt scot � �C TE AG EICS rtlS PER R4a2.2.4. 0DA'#REK1IlING 151 ,. Y• r' S, :4.. Ili 2 I 3 R t t M� :i PkOP08t .'? MA ON • - +-• 9r1z_•- 26 1 1 ] 1 2 2 2 2 3 3 $'• tYA '�CA7fpy 1 ► BTON wIN 4Y '11f .i'D°��• JFS . � y� 1` . .Wood Structural Penah •-�tuq ,. a!•7 1' - a L L' f Tat StJ Hd,p F L ...R1t'EtYAY�1=':��?'•'-:^::.... Q ,. .. = � :.: .: •. ""'`` ," -±n. � '�' , � • ��-•: R+'Acr- w I2. INSTILL SKYLIGHTS AS PER R3b8.6. - 5'ad a 11 acid. ,,, r��, i. r r-: + , ;r" •l3.-' �� L7 Attr L 75t• , Ba . Ica a / �� a. • x .,� -1 : tt/s t _•lz' t Sl• ` - •i it /22 2 t 5 T ,. b 1 � ss �� 1- 1_ Id :1sa fi. 1 ! oF R ' al i 0 ertlun2 �t• ! � R P� E t� 7B -- =f •t +rws Dsr nl c a r S ] AN DIFCTlY - R s 13. VEN' I. T I ar 1 Al..l O'f atv OIL rwe n n o t" d a- T FFImo_ In the ale aha W 8 a�' ens ad e A emaWanaa d t ._/� 1 a if o 1 f- to wtthe t,,. -d4l .ao-, n -2zslz �71 ET ,ad6thetont+ IZ �o n to P 7 - e+ttdn n t B V " re uedo ws8 sh t uba anb e b n ,+ r Noon ma q N ,. a_ deo lF / �2. 2 o t at the wnele t 9 I 2 2 Ak d dl a n 3 3 4 4 QQ a tl nie K 6 t . m t' wa 31n a 5 t ea hln h 6 0 h I P D vraa s u. r u' o 1 a.F r■aai t a n to i n trtwd a e, e wet sheathing n lU crl h th be used whom I P B t1tF a7 1 ER a,aa_ nrarN 6$ e Id. FIREPLACE.SHALL HAVE TIGHT FITTING GLASS DOORS&OUTSIDE COMBUSTION AIR AS PERECCC OP N.Y.S., ALL DINIENS1ON5 • - °btsfnfdgharihe+rapadtlea,oastln=retquk■mdnhitorstruduntmdmberashaabedou6led,mntterndtewnnectarsshxrtyd• •36 '2 2 2 3 3 4 A 5 6 7 � a - ' r_-..�.�..-..... 1 Fl1.ED"AP N0.709�LOT 24 1 � 2 o a+ e WAttt I FOR vied to lghrrshith+toad ties, , - _ - t FIREPLACE,FOUNDATION&CHIMNEY ARE APPRQYIMATE&SHALL$E COORDINATED WITH THE CONTRACTOR. INSTALL ZE • • Whentie$IshealhinglseanlMuawoveic°nnectedmembrrs,thebbutarednumberatria!!sihe!Ibppermnradtvb■reduced to n '�+ CLCARANCl3 FIREPLACES MEETING ALL MANUFACTURERS SPECIFICATIONS. FACTORY.BUILT FIREPLACES SHALL TESTED-DIN 1-Isa nag aertaot: _ ',Table 2.9A ,•Rafter/CeilingJoIst Noel Joint Connection Requirements � tt ut� J �� o � � Q t ('� ' Les 3 ¢ ! � U ACCORDANC)S;WITII UL127&SECTIONS RI004,RIO05&R1006., table:3.213 Bottom Mate to Foundation Cnnnacttons(Anchor EXp��>��•,� � •. •. (Piescr(ptive Attemativa to Table 3.9)__� , 3 � , - � •• a �r 1 eTpN OpRstA eB w�Oty BRAIN n _ � ) 1S. IVINUOWS'1'O BC 1<iANUFACI'LiRED Dl"ANDE3tSEN,-400 S'ERJES;'f'1'1'C&SIZE AS NOTE- ON FLOOR FLANS. •' •'Rolts)Re8lsting Lateral sindl8hear loads froiri Wln11 g all[�•C _ RaotUve toed _ - Groundsnow Load. . ., - a f a 20 psf 3o psf 50 ps[ 7fl psf �^ d r °' ELECTRtc NR 4 "H t 4tsr2°� ��) 1 ��• (Prescriptive Alternative to Table 32),. - � T'trE++ru �, ss.l O 2 � 16. INS'1'IU.L 13R1DOtNG BC'I'WEEN JC1iS'fS,MAii.7'-0"Q.C.. , ' Hoar span(It)•. N � a� � � j {?1 !'� • •�' . •3I zA 3fi iz 24 36 12' 24 36 lz 24 3fi r cO TO ' 1 17. WALL SLgtROLR�IDIfJG ALL &S1i01'JERS SHALL BE CQVLitE1a W)'fII h WATER RLSISTANTGYPSUhd WALL BOAJ2D, For ExnmurasB6'CandallWtndSpeeds ' - . • •.Rhft@r •. .. - .. � 2tr. ! - ta'MtN � a✓Z1aE ft! + •• MAN mum Anchor Batt., nahtirSlope" Required Number of iddCommon or 40d.aaa Nallo per Heetlolnl Connectiont'*'d'u t r RooF t_) f �. Anchor Solt Dleinatar(in.) Spec(ng(ln.}'t a't' spa to tla,) ",- _ / o N - r�--- q j Q C r $jJj�rD�NG B� ' 19. ALL GLAZING SUBJECT TO T)UMAN IMPACT SHALL BE SAFETY GLAZING. THiS INCLUDES BUT 1S NOT L_iMITED TO GLAZING 1N . .31 - - 1$. 3 •S' B 3 .6 9 �� 9 13 6 12 17 S 82'1 '+- t r-., � � � r ,. - 112„- .' 4B -• Id. 4 ' .7 io 4 s 12 fi iz 17 040" W `'`~---•_ a'$ox � t_ t r'~., �i$��jT�fia�'B llOU12S,GLAZING WFl7I)N 24"OF DOORS&GLAZING WITHIN I S OF FINISHED FLOORS, SEE SECTION R3D8. ' sle 21z. - _ .B 25 13 r vREN°° _)__ Z p J T®N't�'1'.'1(. - '-"�•�1 Puarp 19. INSTALL SINGLE STATION SMOKE DETECTING ALARM SYSTEM&CARBON btONOXIDE DETECTORS IN ACCORDANCE WITH ALL 3 4 fi 3 ' 5 7 q 7• 10 5 9 13- srcnar rnsrnrcr t _ I STATE&LOCAL CODES. SEE SECTION R314&R315: SMOKE DETECTORS SHALL BE IN s Prescriptive limits are based on aisumpttant In7ab'Ie 3.2. •, - '28 3 5 9 3 6 9 5 9 13 6 12 _ 17 _ • z when anchor bolo ere used to reslstupnft,lateral,and ahearloads,Ilte max[mum arichorttolt spacing shall nbt exceed i q;12 __ ,_ - "�suv°;'BLocs°Z� -`w`�� """"- _ T Ar1 N i 1 STALLED OUTSIDE EACH SLEEPING AREA,IN. rise of the tabulated Valdes for Iltt lands(Table 3 2Cl orlalenl and shear foods(Tsdslb 3.2a}:For other endtor 12 3 3' �5 3 4 6 • - 3 6 8 - 4 7 1i' aBLAazCH'-atct V'Y o2e a' uNry yj r NANa■0 �~ r7 ••. •- EACH BEDROOM&AT EACH FLOOR LEVEL INCLUDING BASEivfENT, HARDWIRE ENTIRE SYSTEM WITH BATTERY HACI:UP. ShiOFCE V r ALARMS AND BEAT DETECTION SHALL COMPLY WITH NFPA 72. CARBON MONOMDE AL4.Rh•fS SHALL)VIEET SEC,915 OF THE 2020 FIRE thn! r P v 1 bolt pmltatlons see Section 3,Z1.T and 3.2.2.3. 'S:lz 1d 3 _4• -fi . 3 5 •7 _ 4- 7 12 5 9• •iq' PACAr+T� 4CpNtRot.PAH6tL, M'._ _N- n • •. . "1��:.. 3_. .•.3..- 4 3 3 4 3 4 '" fi... . 3 . 5 8:� "•--,e-.._ CODE OF NYS. - . 'Table S.2C Sill or Qottom Plate to Foundation Cogmectlans �](p OSIIr@ � ''• /rdrAe, 20. RAILING HEIGHT(AS PER R312)AT BALCONIES,DECKS,PORCHES AND/OR LANDINGS to BE A MINIMUM OF 36 . OPENING iG 3 3 S. 3 4 5 3 5 8 4. 7 20, 352.07' �' i rkirr4c. ,�„tQ�r AitZI.A. ofirWour LiMITA1'IONS{R312.13)SFIAELNOTHAVEOPENINGSTHATALLOWPASSAGEOFA "DIAMETERSPHERE. • :(Anchor Bolts)Resisting Uplift Loads from Wtind :• �� 7•lz.-:. _ � , -- _ ..� _ -• �. � " ;• •(prescrlptive altemetivia to'Cab1e:3.2} - ix 3 3 3 3 3 3 .'3_ 3 5 3 A E• 9 - " .3 .18 3 3 4 3 3• 4 3 4 6 3 ,5 a p ' 7 .Wind speed 3-wacond gull[mph) '310• 115 •iia 19a �•140 iSa 16a 27D 266 •14S;r (• __ ,9"i � _ POINT OF BEcrNNllvc ► g � �/��a � ! Qua � �'�5� �3•�faa. _ _ _ 21. DOUBLE ALL JOISTS BELOW PARALLEL PARTITIONS. p IS 3 3 3 3 - +i;3 µ 3� 3 3 �4 3 3 5 - � r 22. INSTALL A3lil HOUR FIRE RESISTANCE RtITING'SEPi1RATIOIJ'BETWEEN-RESIDENCE&GARAGE(GARAGE SIDE)AS PER SECTION :1 1fi 3 3 3 3 °,3 3 3 3 5' 3 A 6' 1 1 ,� �� ,40SI4 R31116. INSTALL 518"TYPE X GYPSUM WALLBOARD TO CEILINGS&WALLS. DOOR BETWEEN GARAGE&RESIDENCE SHALL BE SELF sin ar8ollomPGtetaFovndedonAnchor Pieta F°vnddlon;iuppoRlag MnttlmumF.nfiorcoltSpedngpn.)'a •i2111 1 K•C /" • - � � � CLOSING,T[GlI'f FITTING&WITH A FIRE PROTECTION RATING OF VA HOUR RATING. ' soltConnegl°nRestsrrnr Slte ', t• - 7 En zones ; Table$,1.0 iitoaf Slteatl7liig Attgahment.RequlrementsTor Wind EXpoSUr�ts `� _ - ' S3 rbtdet' 72 71 57 43 � 35 30 27 24' I2 2a � l.Oad3 '= i NOTES /1/ f �,�ry. �.-•• .solo • ! _ 1 J ` ,FF�� 23. STAIR SHALL HE MIN.36"WIDE WITH MAX8"RISER&MIN,9"TREAD. IIANDI2.A1LT0 BE 34•=38"ABOVE NOSING. ENCLOSED - 1. ELEVATION DATA BASED ON NAVD 1988 i l' "'� USABLE SPACE UNDER STAIR TO A ONE-HOUR PROTECTION A TI G VA TYPE X GYP,BD.OVER FRAMING). MIN. • 1e4 1 aterforZanes :'.. - •• ' Upnhlaedw 1-3abrrlef TI 72. 66 50 Al 35 31 28 ' 26 23':: I � -, . '6'Fnd2anes' 1 .7ap.yr,Wind 5peed3-ierond gust(mph} ,110 115 �11D j i3n 140 350 I6a 170 380 S95t SYSTEM DESIGN CALCULATIONS t .+.a� ( ) fiEADRI�OMATALL I �'�s Fi/�� -�IQ�1 �• !J 'ii° STAIR AREAS SiIALLBE 6'-8". SECTION 1;311.7.. MAXItvIUTvi RTSIiR 8 t/.", f 1.3tbxlw 72•• 72 ••6B 51 42 36 32 29 26 23 -• 2. NO NEIGHBORING WELL WITHIN 150'OF PROPOSED - I � �SANITARY SYSTEM 11aGMAAYXSBFDR001•S■65a GAllDAY r� I 1.,,r) ��,r� >rl�G � �Q:�J 24. PATCH&R]sPAIR ALL C70STING WORK TO REMAIN&AS REQUIRED BY NEW CONSTRUCTION MATCHING ALL MATERIALS& 7,td !rntedorZones '' STRUCTItRALSREATNINO"• „r �! /'� /"t+'� 1.3aUnles .72 72 72 60 49 A2 37 34 31 27 E F .E F E F E F E F E F E F .E F E F E F 650GAL4AYl15(trAl1DAYlSF}+347SF - "'- ,-. i'� aaltarJTrusa 367SFf51SFAlIaT . " 3. NO EXISTING NEIGHBORING SANITARY SYSTEMS 7unrrsREctutnEll■419dAts CONDITIONS. 1... ..e A-3.4 Uplift Strap Connection Rtrtltilrotnants(Roof-to•Wa11 71►pt?51llt�el Framing Bener/Tnuw MexlmumNeliSpednglor8d common Nslhcried BaxNellw(Inches,o,c}s,_� WITHIN TIN OF PROPOSED WELL aUmpRov!DQt•479GA 25�p��Q(� i/ +�v 25. SLEEPING ROOMS&OTHER HABITABLE SPACES SMALL BE PROVIDED WITH EGRESS WfNDOWS&DOORS AS FERSECTION R310. ..,+- 5heethinglacation°• 5padnc spacing(In.) __ - .- -- ---- -- - - 6 WHERE } T . Wall riptWall,and WallTable aundatiol)) 'C: Gravriy,G 2 . E CE L G JOISTS ARE PERPENDICULAR TO RAFTERS PROVIDE METAL STRAP TIES©48"O,C,ACROSS 3 JOIST SPACES&SOLID I (Prescllptivs Artemative to Table 9.4), ' . Dt3ad Load Assttmptlotis;Raof/Colling As Ut.��.FJ psf +. 12 6 32 6 12 6 '12 6 32 6 32 6 32 6 12 6 12 6 12 6 1 ^'�• c r�r �' " a,A9 3fi 6 12 6 7,1 6 11 6 12 ,6 12 fi 12 fi 12 fi• 12 fi 12 fi•1Z . O� 'V L"�}'' ��a/�J'• � L��"' � �-e � BLOCKING, •t, • •TO .Wind 5 cad � 15B .lsD � 270 1aD 195 j II 6 i2 i 12 6 12 fi�II 6 12 6 lI '�6 32 6•12 6 12 6'11 �� \G 0'�N� O� �'r T�f 7r ~ s . � p �;i10� •Sl3 '114, 13d 14D r. , �� 2 r ! 27. ALL DECK LUMBER SHALL HE ACQ TREATED LUMBER&SECURING NAILS,SCREWS,BOLTS&OTHER HARDWARE'CO HOT-DIPPED ' • 3•F ndsutt m Eli) . + - �fl' � InlerlarZane ,D•42 16 6 12 i -12 6 ;2 6 12 fi .12 6 S2 6 32 6 12 6 12. 6 .17y�t Numberol ad Common Natilla or lad t'rtt HxBs '�;f. '-� ' 22' 6 i2 i .12 6 ,12 6 12 6 ,12 6 12 8 12 6 rr 6 6 G. .6 • •• tuA •` � _ 8 - fi 2 1 .I b 12 6 12 6 32 6 6 fi ti S. 6 fi 6 6 6' � GALVANIZED OR STAINLESS STEEL. •Framing Spacing(In,} In E■dt Ena ari-i/4"tt 2p s*ae sin�, . . r. f FLASHING RED FOR EAT {tt} •�• 12 6 32 6 12 6 12 6 12 6 6 6 6 6- fi 6 6 6• 6 6 "� � 28. INSTALL ALL NECESSARY AS ItEQUJ R W• HER.PROTECTION di AS SPECIFIED IN ALL PERTAINING SECTIONS.OF 0,42 38 . fi ;12 t ,12 6 12 6 6 fi 6' 6 fi 6 6 6' 6 4 4 4 � l r-' 16 1 1 ! 2 2 2 3 - 3 4 4 1 {' PerimeterEdaelane .19.2 6 '22 r 6 .fi ,•ti 6. fi 6 6 6 6 4 4� 4 4 4 4 3 � THE CODE. - ENGINE=_Il1NG6 �� t,.sr ^ 6 ti 6 6 6 6 6 6 4 4 j[� j��(��77r[7}�r �+ 1 z9. INSTALL 5/8"TYPE X GYPSUM BOARD TO CEII..ING r1T BOILEHt AREA. 36 7 t' ! _ t ,._ .•r*i .Gable Endw■Il Rake or 0.49 SHEET 1 tJ1�i•C v1J Y'Y-iJ-.11+ 1•LAND SUi7VEYtNG 'm r -RekeTnrts wlthup to 1' - 555 GRANDV{EVII QR. PttgteerNO�&1eT6Z7� trF �O- 098b� �V` . n' 6 T r .fi � fi 6 6 6 A 4• 4 3.3 3 ' 30. INSTALL WATERPROOFING TO FOUNDATION SYSTEM A5 PER,SECTIQNR406. 3Z 1 2 I 2 3 4 t 6 7 ( ' ' R.haoverhang OA2 TOWN OF _ -y �,t,b b°AnAwxeY ka+ f nK BY ��- SUFFDLKCD142Y,NY rsreoATESAVE,SUrW22 .SREPLAf+I rsatteoFOR evNetr11le mu l 31. ALL WORK DURING CONSTRUCTION WHETHEREXISTINCi&IORPROPOSED,SHALLBE.$RACED&SECUREDHYCO -- ' SCitytA.10D0.14•,2-3:Z8 Fratanoo>4r+rttur -Table 3.4A Rafter and/or Ceiling Jo1s{t to Tap Plate Cetera{and rf •r--�- ~•• •.Tahie 3.7.6. . .••Watt S}leattling and Cladding Attachment • EXposur®• SIGNATURE-EItIC Ta[��]VNINEN ' ' �• T �. EXj7QSurE�.» � Requirements for Wind Loads •. .I � OF 'i Fxw�a�tswmwraEnrDwgtvNo•ca"' NYS LIC.#098693 PREVENT DAMAGE OR COLLAPSE TO SAID STRUCTtJtiE. CONTRACTOR i CONTRACTOR STIALL CiiECIC&VL'RIFYf1,1,L DIMENSIONS 8c CONDITIONS AT T11E JOI!SITE. THE OF Shear Connection Requirements • (Prescrlptive Alternative to Table 3.4)• :' .. - Y_, ._ -- -- -._. .. .. _. _ _. •_ . _..-, ^ VNER&/OR BUILDER ARE � _ RESFONSLFILE IfUR VERIFYING ALL SITE&SOIL CONDITION S:ABOVE&BELOW PRIOR TO r1I,L CONSTRUCTION. ' •� 700•yr.Wind Speed 3•sacond gull(mph) T114 ! 1S5 ,�l20� 130 140 150 !60 370 ]aD 345:''� _ _ .. 1 • 700-yr.Wind speed , r! - .. - - - S . 114 115 -.tt2o; 130 .14D 35D 16a 170 1Bfl. 195 ST CT RA SHEATH NG , - •, RU U L I ~ � 3-teYr.d gust m h E F E F E #- .E F E F E F E F 'E F E F E F c _ - -'.. _. - --- - . _ _.._.cuff____ _ __ O .. FO �.... ......._»_._ a1.RCHITI?Cl'RCCOi4ihiENDS THAT BUILDING,STRUCTURE D7;�'I{S,PORCHES,ADDITIONS&POOL LOCATIONS HE VERIFIED BY A �- I Wall jJGmber aI ed Common Na11s er i0d got:Nails(Tbenalied) '' swd spadnp Maximum Nell spadng•for8d common Nen:cr 1ud Sox NetU}Inches,o:C}'a - - _..-.... _ - - - . ----•-- - - .. .. . .._ EDING tVITiI C CTIp)H, 8■fter/Cellinpl�ist r,ur,+ stt3dthtnp touttan' SECTION 301 •-T,IGENSI;D-SFJRVEYOR 3rOR PROPER 5LTB2LCIC REQUIRE1hiENP$IBC REpgOCE Halpht ,� Inchar,a.a) DESIGN CRITERIA SECTION R34S ECT O 3 4 " (3l4?yTItU Spacing(In.) (L, Required lln E■ch Rel;er and%or Cellinglalst to l"ip Piste Connectlbn iz' 6 3z 6 12 6. 32 6 12 6 12 6 12 6• 12 fi 12 fi 12 6 lz' LIGHT,VENTILATION AND HEATING •SMOKE ALARMS ARCHITECT RCCOMII•IENDS THAT ALL HVA.0&PLUIIIHING RUINS HE VLrRIPTED BY SUPPLIER&INSTALLER BEFORE BEGINNING 3 3 3 ! 6 l2 S lz 6 2z @ 12 S 12 S 12 s �; I? 4 12 6 171 R301.I A lication. Buildin s �d siruclUres and arts d e Dams.'Flabitabla rooms shalt 11nve an 'R311.7 Sfairtra s. tt31d_1 Genern1.Smoke elirms'shall comply with NFPA 72 CONSTRUCTION TO INSURE THAT THE STRUCTURAL INTEGILI(TY OF ALL FRAMING AIENIHERS ARE N a 2 2• 2 •2 3 3 3 Inletlarzona 1s g P 2. At:iriterconnections .between conticated'vertical' an R303.1 Haliltabl r y NOT COAIPItOh1I5Eb. 12, 2' . 3 3 3. '3 3 3 12 6 i2 6 �2 � 6 t2 .6 ti 6 12 fi 12 6 1!1 fi lI 6 iz 6 l2� thereof, S all`be constructed to safe) su orl atI (Dads, • D 2 2 2 Y PP • horizontal spaces such as°,•.cur at so[Fits,drop eeiiling's aggregate.glazing area of not less than B percent of the floor R311.7,1•WId[h. Stairways shall be not less than 36• and Section F�al4' VERIFY ALL DIMENSIONS-ALL WRITTEN DIMENSIONS TAJCE � , 1 , " 1 •3 3 3• •3 " 3 3 3 ear Edge Lana 16 6 !z 6 s sz s I7 fi I2 6 12 6 6 12 fi It 6 c7 including d Dads,five loads,ro f loads,flood loads,snow qnd cove ceilings, asrs or such rooms.Natural ver,rilncinn shall be through win- •;aches(914 min)in clear width at al points above the er- It31d.1.I 1..1stIngs.Smoke claims she!)be listed in actor- J3'R);CEDL'NCC OVER SCALED DRAWINGS. . is B 2 2 3 3 3 3 A ' Perrmq loads, win lD s and seismic ]o ids as prescribed by this at the to down,skylights,doors,louvers ar other approved openings to milted handrail hei ht and below era aired flee room dance tvilt UL 217.Combination smoke and enrbod man- NO PART OF THESE ARCHITECTURAL ltl I :2 2 .3 3 f _ _ :v de The onstructl°n of building 'a d structures in actor- 3• In concealed between stair stringers P air.Such openings shall be provided with read g q I accordance with UL 2l7 TtAL DRAWINGS S13A1 L BE R11fFFRQDUCGD OR ALTERED WITHOUT WRITTEN PI.Ith1ISSI0 - code, \ b m s n n. Enclosed spaces under stairs the outdoorP Y height ltandruils shall not project are=than 4/ IncheB oxide filarr is shalt be ltsted in a o RAY DONER,ARCHITECT. THESE DRAWINGS&DOCUMENTS tit N HY -' able 3.1TI1. Shoar Waii Assembly Allowable UnIC Shear Capacltlesr Maxltnum Shear Wald dance with the ro tstons of this c de shall resu 't a ste and borioin of Therun. p 7 It i t s m access or shall otherwise be rebdi! controllable b the build- ' ' IrITH THE UNAERLYING OWNERS NAME&ADDRCSS Atli AS.>t P Y shall tom i with Section fL302 7. Y Y (114'mm} an either side of the st ftway and dtn clear and UL 20:14. LEGAL&BINDING CONTRACT BETWEEN THE OWNER S ARCHIITECT; AW. Shear Wails Resisting Uplift end Shest' E]( Q$ur�. Segment Aspect Ratios,•agd Sheathing Type AdJustments p y Table 3.48' p that provi s a co plete load pa h iliat meets flee require- ing occupants,The apenable area to The outdoors shall be not width of the stairwa 'at Bind below ilia}handrail height. , R3 n e tit a Smoke SIR shall be provided lit DRA1t7NGS do DOCUMENTS i5 A VIOLATION TIIORIZ>:D ALTERATIONS OR ADDITIONS TO TIIF.SE c ilve Alternative toTable 3A A. � meats for he transfer of loads m their point of origin 4. At a enin s around ichis, i es ducts, cables and Y g Id.2 Wbel r q r d.Smut. pN OF TIIE NYS EDUCATION LAW. COPIES OFT DOCUIIIENTS NOT HEARING TIIE ,(Pies rip PP S P P , less than d percent of the floor area being ventilated. ;ncluding,roads and land;ngs,shall a not less than 3;'/= accordance with this section. FIRCIIITECI'S ORIGINAL SEAL AND SIGNi►TUBE SHALL NOT BE'USED IN ANY 1'fAY. . ' - through th load-resistin elainettt to the foundation.Build- w}rrs at ceiiins and floor level,with an Dts, chbd mote- ASDunitshe■r Maxlmuritshear '" ame and roduells of R303.3 Bathrooms.Bathrooms,water closet compartments inches(787 Ilan)where a handrail r installed on one side R31d-2.1 New construction.Smoke alortns slttlll be pro:- 12E 19O 1rt0 150 160 I70 180 i sheathrnp7ype •. Ings ands ctures consllu led as reseribed by this code are trial to resist the frer.passage of fl p t _ amd.27 inches(698 mm when ban rails are provided on ALL$UIGDINGS WITHIN ONE MILE FROM TOO- r.Wind s eed 3-second ust m h 1C 11S Capacity of W■0 Watl segment s The material fillin this annular sJtace and titherstmilnrrooms shall be provided with aggregn a giaz ) P vided in diva ling iralts, TfiC OCEAN,BAY OR;SOUND ARE[N THE WIND-BORNE DEBRIS REGION RE .. �' •.: . ,';. capacity Aa)uatmens factor.• deemed to ompiy with tite wire ants of this section. cvntbu,lion, S ass a s once fccl D:3 ni2 both sides. _ THE GLAZED OPENINGS ON THE STRUCTURE TO H +, QUIRINC 7ti &Eottarn of. ,+*. r,t•., Ir,,it,.-r,r,.t P - Eaterloi w�ltsheeilttttg%';+;.t:••:•p;t.r Nat1w and spacin¢ Asiembly(plq Atpect Rat10 shall not be re"aired to macC 111a ASTM E 136 require- iag•sita,in windows of not 1 UI n 3 q ( ), 9 '• R3fd,2.2 A:lernllons re airs and nddllions. Where E PROTECT 1'VITB CLASS MEETING THE LARGE iVIISSILE TEST - Wood Structural Panel Shear Well •• ' pe uhementa R301.1. Alternative rov o s.As an alternative to the one-half of which must he openehle. Excnptiona T1te width of s Trot tairwa s shall be in ' P CERTIFICATION OR STRUCTURAL SIIUTTER3 WITH ATTACHEIb ILIRDWAI2E A5 PF.R COD, O , , t 4 P� P Y c E, R CONSTRUCT Panel Nall)7g ' Wind setmle Wind Selsmle Wind setsmk meals. � _ - a ter !fo r•tt airs or addirfatts requiring n emtit or: ur, h PLYWOOD PAfYELS - Fie ulcements Interior Willi Slteathing + P 9 P TO PROTECT WINDOWS AGAINST WIND FORCFS AS PER CODE - q Roofs an ft z't � require ants in Section R30I. , the following standards e s and ire Incds see Exce tloit:Tha laud areas shal!-not be re tifrcd where accordance with Section R3I1.7.1 .1. n ns, _ ...-_. _ ___ _ _ _- _ IR301.Z.1.2. SECURE PANELS TO RESIDENCE WITH Fr152'ENERS A.S Requlreniettts ' Ivlatlmum p ( } - r' are a itted subject to the imi ions of this code and the 5. For the fircblocking of chlrnn y p „ P g q or wltctt one or morn sleeping rooms are added or created V Nntl,• i z"G sum Wapbaatd(Unblocked}, 5d eaolernolls- 100 loot 1.5:1 15:1 4.36 7.77 P J 1 tt artificial-light and ,a tocnL exhaust system are provided. R3ILT.2 Headroom.The headroom in stairways shall be in existing duelfings,tht individual dtvetfing unit'shall be PER SCHEDULE TABLE I23D].2.1.2',OtVNER TO MAINTAIN PANELS ON�ITE. :. sheathing Shear Wall Rows tit I" / rP Section R 1003.19. s ,scin maximum stud tpadng 16"on center 7"edge apac(ng limitatie s therein. Where eng neared design is used in The minimum local exhaust rotes shalt'be determined in not less tfren 6 feet 8•incites(2032 m)measured verb- equipped wi:tt smoke alarms ideated as regttlrcd far neav F-�••-•--•- 6"DIAMETER a111n Nails P & =::�•ti.- "•;c^u :4=•t't'- .'''a n . .• conjuncton with these standard ;the design shall comply 6:Flreblocking of cornices of a twodnmi)y du'efliing is y p j ' - g •dtuelrin S 1 Thickness '...N g !n •• c "•-t'` 'e'FtItje"}Bu ftf tfthl g bla 'dd r.: fig,.ga .r , -8 pccnrdance wrih Section M1507. ,$zhaus[ air'from the till from the slo ed line ad olntn the [read nosin or, g , THESE DRAWINGS 1� a tY --�= _ - a�f��!1��)Gr,�r:,lr•�.:r"Gt?�•. q 4••c•�;••Sr; with the uildin Code of Nam ark State. required al the:Line of dwelling runt sepnratian. : 's ace aha1l be exhausted directly to the autddars. � from the floor surface pf the Ibndin or InlfotTri on that � ° 4 - )ilrima itu stud i6�oncan(ar•'t ! na[la=edgespipadng b' P Y - O B r a ma , tp .��.9.. ari in• matcrlals.Bxt:c l es rovldr"d.in • portion of the stairway. P R31d.3 Loca I ton.5t»oke nlarTrrs shall be iristalied In tlic Tali - ' Bd Comm 1 - . ,„�.,., i. :a_ .R3oz.II.1 Flreblock P P P �..._ '. . COMPLIANCE WITH: •„ •° .3* -35: 32 Z4 12 ,• _ -_,• �; •- •e•rr., ■ ~- u•I enel>i r •.9d comriloq nell�:�' 1. A C Wood Frnnie Coast cfion Manrra!(WFCM). g . R303.4 t1'Iechnrifca! ventilation.Where the air [nfrltmli°n � lowing locetictas:-• ' . SS/3Z plywo d ells 4" aria! - - - t :3 8"'�/16,`ant�'1��'/ Wd��Nir1FCt rap „� •�. - • N {� P 6 32 24 12 - 1•,,� •;••� •• Section R302.11,Item 4a fireblocktng shall consist ad the, - 6• . 3 :=t- t-r•-�• :ifi"an center`• ��",5dga a n n rote of a dwelling unit is 5 air changes per hour or foss where. It311.7.5 Ststle treads and risers.S ntr vebds and risers withspeelas of 16 12 "• � Blocked;maiijisttr tudspkctn P $ •" an��,,,e asrtacrrvsmttre • , e s ciao and g n 6 • 32 .28 2D .( l p'- !1 � :_. 2. At I Sfwtdard for Cold- armed Sreel Framing- [allowing materials., e t' blower door at fl ressurc of D.2 inch w,a 50 Pe shall meet the,r uircmchts of this�ectidn. Far the par-,, 1• In each nleeptng mom.• 2020 NYS BUILDING CODE. ..,crake e,+r edge p !t Z s q : . 36 -36 36 3 ,. t s cd*ith a b w p (, ) cq S. • piles having •; " e1d s ado 36 ;i6` 36 36 36 �32 2 '� _ Pr scriprive Method forOne- and T'1ro-Family 'm nominal lumber. tsi accordnnci: with Sciaion N11D2.4.i.2, the,dwelling unit ores of•this section, dimensions nFd dimensioned sari 2. Outsidr.each separate sleeping area in the Immediate' + 2020 NYS RESIDENTIAL lz tr P g 3 . 35. 3fi� 36 Dr'eltings(rUSI 5231)). 1. Two-inch(51 m ) P CODE GZO.49 : II , . . 2. Two thicknesses of 1-inch(25.4 mm)Warn;oat t�•um-, shall be pmlr;dad x+illi whole-hdusc meehanlcsl vcntiiDtion In faces sl[alt ile exclusive of carpets,ru 9 or runners.• vlcirrit)•of Ill bedrooms.•• . • •2020 NYS EXCSTING B ~� , . - - • ,. , •- - ••--" T11Bt1:lintii.z 3."1C Srmidard bn the De i n artd Construction o ,' ',; accordance with Sectfon Mf507.3: •3 Risers. e cis e' al be not more• '3. On cat:ll addilivnD! story of the dlrrefllrlg, including UILDING CODE TADLJ.RUDt.S 6r f • L t.daTR19UTEb LIVE LOADa MINIr4UM el'Ec1F1Eb eoMPRE66tvE sTA£NGTH OF CONCRETE , bar with brakeri lap joints. _ n 11,7,5.2 R s rs.TIr cr h tg t sh 1 O' , -- MINIMUM uNtFDAM Y I,o Structures{iCC 40p}. •• . than 71/,inches(196 mm).The cis r shall bn measured bNsernr,its and Jr°bU°b1e altirs and not Including crawl , • 2020 NYS ENERGY CONSERVATION CODE •` . • TABLE ASDt.2.t.2 - ; ., (In pounds ,�tr a uara.laot I M BPECiFlED COMPRE861VE E ti'(r�., __ __.___ • xa .:' . ��.J 3. One ihicl,ness of ,/s:Inch (18,3 rilyd)�wood stave-• . �SECTION R310' .. D FASTENING � II vt:rtically between]coding edges D tila adjacent treads,. apDces tlnd uninhBbilable aftit:s.'In dtve!lirrgs or dwell- 'i • ot�D a DE6AIs PROTECTION L VELOA o w eh 8.3 EMERt3Et�CY ESCAPE AND RESCUE OPENINGS 2.020 NYS FIRE COD Y W AN . ae..r. USE ) '. •� -'aNCIIETECotiBtliUCTIOrt Wnlh+ringP 1 n11a{` R3aL2. .2.1 Wei his of tnaler a1s.Average dead torsi noels with Dints backed by, Ill Irs (Il , • DR WOOD 9TTiuCTURAI PANELa 'tvrF,on LooAT1oN or,c g- p j •- ' ,act! DOLE F Ilia grenitst riser lieiglll wltlBin an flight 6f stars shalt. !ng rrn,i:r with split levels and witllauE nn Intervening E �� r Ib■ ilvdenta Devt a' square '• -- - •tD _ t w n t •loads a [ at exceed 15 un s per foot ona3s: $31D.1 Emer enc Psea a and rtscuc'o anin i� ulced. r • • ncu■ Uninhahllabinnlllet;ylthautthu�■gc .,'• D g _ t, h 1 n pq p , -_- (ttnt)woodiarualural� - , g Y P P g q , _-Dal exceed the 9mntlesl by lttvrc lit h of inch{�:5 mm)... door t�:tween the adjacent;levels, a smaka afami 2020 NYS PLUMBING CODE _ r I t _ ass m a le t' d s t attics and every bee 0• d asen+cuts 1 bf b t v sleeping - �T 2 n " ' the D bi ed Df n ceiling '1^ D r n room ahnit cent e 00 00 00` for h c m n To q suffice o the ad n - e a a. r .a d ivtrth r 2 2,5 ' 2,S (7 p t3 f r a e A(cat< b' bawl to dt ,5 g Y P g r e ti er vet shaft sot n[ n e . I 20 ereancreie not x ' e m -1 c~l iYiclebaard installed on Ill le TYPE 1 Bible atticswlthllmltatlttor g bnsnntln4t P 4_'Onc lhickn as f / n h ( 9,I mrri)Pa 11.7.5.2 Trea3s.The trend de sh'at!'be'not la's$' PP • -_- . .. . ' FA9TEitEnTYP n +niT�,wn Unitlh bit ■rcntcnt walls,fnundntl �,�• , open S an+tapa p r b u ds per ' have. t.a en one operable emergency escape 2020�NYS lY1-!✓C� p P hilts o a ttorizoritat rd�coon or t0 n s h v no 1 ss lh as a and rescueoval ls']ess Ihnn - era n ltbor,tabs � _ 2 00 2,SOD� '•2,soa' l .• ( P Je Pa P . 'wl• 'Dints backed b 1-Inch 19.1 mm itrtimle= ,p g . Y P _ Iowa'•:vetprovided lltal the lower} l , 4 t+et 5 a teat 5 a bus tar eervb�l with xed Slaki 70 r.alobt on rode,accept g g .5 _ - Hnbllable atllct nndetc !1 I tlabs.aud 1nlu1D g _ �J .Y 4 ( . ).P than l0 incites(254 min).Tht4 Brea depth shall be mea Onsernert sgtirrre t Di(480 Pa)for floor as emblies,except as Bening;.Whcre baseFrierrrs cvntnin tine or more s(ee in' � � er level. • - ..• at crvcrlicoicanFrele "+ board:, �P sleep ink aced horizontally between the ve ,cal lanes'of'the, - ana'fuil story below' , 2020 NYS FUEL GAS CODE No,S wood ecre;r based 4O ' alcanler dztertbr and deel;t`.� l ' ' t w■Ils Couttdntlatt walla,exterior wnllt and it 2,500 3,000+• 3,040 Turtller li Tied 6 Section R301. .2.Desd loads for - • col t6- tD A .' D ( } Onsemcn •: i r y :.• , roams;;an emergency.escape and rescue apentng shall ba s Y � P t' _ ed iiot Icss lfian 3 ttxil' aneharw}lh2-IndBembedrn � aod[u11,■wcather• t - - 5. Otie-half-inch(12.7mm saintioat-d. �forr;niost projed}on�af adjat:enl ads and at a,light q. 5tnbke nlamts shall be:�install s a.p , lea Qi n l ha dren es I, ,' '. 40 wdrk etpu `~c walls nb ve grade shall tint ex )g)'P required in each sleeplag room.Emergency escape and res- tread's eadl' d c e " ntest tread 9 m the door dr o coin of a 2020 NYS PROPERTY MATNTENANCE�CODE p P.. • - � •! _ ale sex Deed to lira weather,and.gara� 0 r I SOIL , 3 OQtyr,..i 3,500+,rr• • angle'ta•the U a s 1 n 'I3t 14 min horizgnlall fro , F g - �+. i - r ea ear ri tlnhs and P d ., tie- uttrtnc=incli 6.4 mm cement-basi:d millbomrd. cue o wings shali;apen dltebtiy'iato a ublla way,or to a •• g g•' � ( ) Y . :•tx- " No.10 wood screw baacd punrdt Dail hondroilt I00, Birch • ( 1. Ff een ounds er s uttra foot 20 Pa) for 0 q (, ) P° p. Y 2018 WFCM& COTE R , p IJ q (7 ) � de�rth-within ahj flight of s[alrs shall not exceed t1Bc . bathra:rti plat cartldlns a bathtub'or shower unless this NTAR.Y tan 16 12 9 folic' ' and or court Mgt opens to n Gbllc way.• , s STROKE nnehorwlth2-lnchembedr t t � 3ph . - ,,... . -. exl riot 11 ht-frame wood ells. • cam Dnenta � `) g 7.•.Bntts ar blankets of mineral wool or lass fibt:n•or % _ .,_,,P P Y ounrd In-nli - I .. g .6nlsllest[ty morel than Inch(9S-tltm). - wotrl{f)iraveQt placement of a s oke arnrm n ,tired.b i '� q y 2017 NFPA 70 :NATIONAL e construction type • length• P, , ^� -- II310.2 Emer ene esco a and rescue a coin s.Enter ency ~'-•--'------,-•-•----;• __'�--._s._-_.._._. ) • ZONAL E.�ECTRtCBeetgnalBon shag be �' � SO TAT3LE R4d1.4.t� j " , . or rteen tSunds er s u faa 670 Pa inr other approved materials installed lD Such a maRiaex g, .Y P .P ,g g I Sacliwt R314.3..•': ' CODE (NEC)�C •t`•tt`•ut•-Ivor-v" /-Inch 16 PalsengerYehlclegarmgcs' 1 . ale ve In dimensions -- _ P P , 4 �`� l( ) R31I 7.6$antlyd Is Handrails shall ba provided on notI + 16 16 _ PRE!3UMPT[VE LOAD-BE Willa 2" F ns to be securcl retained in lace. escnpe.and rescue openings i II its mtnimu • ,, ' whh 2-Inch embedment length _ Rooint other Ihnn dceping tannic - 44•.. i �. lfALtlEa of FOUNDATION M THttf¢ts+ I ext rior light-Frame cold-fo ed steel walls. Y P �}cgs than oneslde Djeach.eonlinuous in or.flight a lndkate the emnserver(mn Forst:I lstetr.21,4mm,1 trett.7D4.8 mm,1 pdund,•4.4A8 N,• .. -: 30 .• as specified In tfila section. - -. • •• SI c In raamr •I , ; ' Lano-bFAtihto .. . 3. Te pounds er square foot(48D Pa)For Into- 8. Celiulase insulation lnstaged as tested In sccotdarnce .• with fourar igora risers. 'SECTION R315 ctasslnc+tl°"or the 1m11aperlravrs0.4.17mrt P P p ... = ' ___ d1:AB9 oFMArt',mAl rnerittuna rio i'hFfiame wood walls. with ASTM 13 i 19 or iJL•263,For the specific applli- R3lD,Z.1 h1€n(nium 'opening area. Emergency and ':- � - CARBON MONOXIDE ALARMS DESIGNATION FOR STRUCTURAL e,Tidt bble is 6uer)nn lgv ngdt utdmmti dulgn wlmf spredt,P,s,arrd a 33- Si■Ira � 40` " _ I g eect(on 602 aT the 6'CNT9 •. (paundw pir iquer■to°fl cation, escape rescue'tipcnings shall have a net clear opening of R311.7.t3.1 Height Iinndrnil hei t, measured verb- ,. - -COMPONENTS TTrATARB'bF root mrnn roofltargGG "' ! 9. xv pounds r S once foot(240 Pa)for into- not less lima 5.7 s uare feet (O,S30 m'}. The net clear tally from the'sloped plane adjofnin the tread nosing,or [NY] R31!1.1 General. Carbon monoxide alarms Shall be TRUSS TYPE CONSTRUCTION n in ends or the woad stmcturil ttnel. . 1 000'• P q 1a kels of mines) or lass q finish surface of 'm slope.s ti 1 be not less than 34 provided ir. accordance wilt)Section 915 of the Fire Code o ■ „ a b,Fadenerrshallbelnville nl ppw a I i Crysl■Illnebedrock n Inch caftha anal = - , no li ht-frame aold�fonrte steal wolfs;• R302.1L1.1 Batts•orb n Fauenen tlm11 be Inralad ran lets rho i a � panel, g g 'opeping dimensions required by this section �shal} be f i r° P P • h 1 ,, t,r f " ■ F« stage �,eNCFiuO'Na r rovntr with ea Scdirrienlery and futinted rack - q,ObO; fiber. Batts or blankets of mfneml or,glass fiber or obtained b the normal o oration of the emergentiy eacnpe inches(864 mm)and not inure t_haq 8 Inches f965 mm).�--. New York. 2te, - _-^- - ■ ■ C.ilnehon shall penetrate 1ltnvglt the s:rrNar rrni g .�. Erg ty pounds per sguarn fo f(3830 Pa)for 8- 't1,ar approved aon[i id mateials shall be crt»lttdd '. y P ` � ■R" ROOF FARMING embedment length ar not lass than 2 Inches Into the bul!Jlnj r'rotrse. �' I •,� gang' rdvefend/or,gmval{OW nail OP} I,1H10'' 4 Pp g P r Y 1 'iric -thick(203 aim}maso walls. and rescue opening' from Ihn inpide;The net clear height R31L7.8.2 Continuity.•Handrails or stairways shall Festaners shdi be located;rot lest Ibdn 1'!,Inches tram Ilia edge er i•` , •• - for compliance with the 10-foot(3048 min)horizontal �-__ ' concrete tilacy:oe ewtc,etd. t - sani) tilt annd,ctnyey sand,silly glove) ,. ) - - 7D Pa c ' walls'ctsns cted us'sn arbllel rows of opening shall be not less than 24 igchcs(6 10 mm)nod lhq be nontippaus for the full length o the flight, from a �U3R.1/31>i� _.. FR Ft AND ROOF FRAMING d e alt.,itrael,eJ to mwtnr or ma9ampbtueco thnll be attacNcd using •••----- . , .•_'--• '�'' .. -- -• � 1 and eye a ravel(SW;SP,°SM,SC,QMt • �,000 1 .• 6. Erg ty-five pounds per squ re fool(d0 ) fireblo king In t[u g P net cleat:width!hall be oat less Ihnn 20 inches 508 mm). - - ' Ylbratton-rntstent end;ara Imrtng on uh_lma[a whttdrawa)cepeclty or flat i t and t]C)Y g= ' '• _ Tot; _-!nth-thick(152 mm)c nerete Walls. sttid6 or Staggered studs.• ( point drreetly'°bove the lop riser of Ge flight to a point' directly above the}awes,riser of the flight.Handrail _- _• x4• ' Ienthdn1,30Dpm,ndr.- ) shall _..__._ • • clay.! ' jilt Ill an 7.Te ounds cr s nnra Coal 48D Pa tar SIP R30Z.11.I.2 Unlaced fiber lass. Uafaced fibu Imss Exception:Grade floor or below grade openings shall,. a /y.�;��f �/C ��• Q ' , Clop;sandy;rfhy oy, YFY r ,s I Sao', h 11 fill[h ass an re feet . . .. .__- _,... � ' leave a act clear° coin of not 1 than 5's un f I olds sht be returite or ,armmate in newel posts .,i,-j.-•• .• -. •- ,- • TABLE RD01.7 t candy dltelny(Ct:,M1;htTl and CH) v+nl s P - 9 ( ) g g g trn and re u P q or Safety 2 Con tinls. Handrails adjacent t n wall shall _ -- ' ON OF STRUCTURAL MEMaERB`•' - - - "'-' Inches. - - - "�'� bait insulation used as fircblocktn shall fi a ant ALLo1NAsi..e-DEFL£CTt t - '• - - - •• cross section of the"wall cavity to a height of not less )' Irnve a s ace of oat less [ban I i has.(38' m} - .. . . ..--• It302.11 F! eblocking. In cdmbustible constitctibn, fire ,than I6 inches 406 mm mcesured.verticall .Where It3102.2 Window st11 he1g11L Wftere a window is pro- 1 ainuCTl1RALMEMBeft - -- P - •• - •�� '�_ . '�`. - - -•-__^ , ( ) , Y between the wrlll'and the handrails. . /•�•� � ��F•-'`'/ V�� • __ nEfl.senoN TABLE R301.2(t t blocldag ah I be provided.to cut o both vertical and hvn- piping,conduct or sim3)ar obstructions ore encotrnterrsd, r vrded as[Ile emergency escape and rescue opening,it sIBa11 -"---' T i Aenerk booing dopes greotcrtltan 3:12 with 1JI80• CLIMATIC ANII GEOGRAPHIC b�51GN,CRITERIA : ' zvntal cotioe led draft openings and�o form an efIncilvt:Gre •fntthedceElingntilattaeltcdtomilers•' • WIND DESIGN TO the Insulation shall be pecked tightly around tlhc have a aril helgltt of not morn than.4,4 Inches(1!)8 mm), � - - - ' barrier betty en stories,and between tap story and the roof above the Haar, where the sit)height is below rode, it ��D /a ..�'�� a/�l' ,f'.�L!/ ',p/gjwF''_. � GROUND SEISMIC WINT£R iCE 6AARI£fl FLOOD AIR MEAN obsUucdvn. g 8 � Y Interior walls and Mans 'NilsO. .. _ �� -[+ � �'� ��Y ••'�•� � 11J60 SNOW Speed° Tngiogre h1c Special wind Wlndbame DESiON Froet[faa DE9tDN UNDERLAYMENT HAZARDS■ FREEZING ANNUAL agate. � shall be•provided wish a window evell in accardbrrce with � It' - •- >: F1oon ' LOAD' Weothering` depth' Tarmlte` TEMP FtE0U1REf)y INDEX TEMP Insulation- • m hj nlfeet region' dabrls Iona" CATEGORY' P , R302.II.I3 I,00ae-fillmalerlat.Loose-fill k • Ceiltngp with brittle fin s Ica(including plaster ( P .. Firebloc ng'shall be provided in wood-Framed constnic- Section Rif 0.2.3. � � " fns»1a6on maleriol shalt not be used as�a firebloick ti _ i � ' � ' �'4aea 1�i Y�'� '. �'y 6 �'',� iron in the To lowing locations: unless s cci ticell Tested in the Conn and manrner Ii3ID.2.3 1'Vlndoav veils.Tbc ltortzoistnl area of the win- '.�� " acid aruccD} L/360 :.i r,. Q '� . P Y _ - -- ' sit ." rIIANUALJ DESIGN CAl'fER1A^• ` , ' cud- to d o e lo•dtmv strain its abllit to remain in dow well shall be riot less 9 square feet(D.9 tor),wrEli, •r- � �+ �� RAY DONE `t• �C• C - •1. In con Baled aces of stud wet s aad arlllions,rn 1 in n ed f r us n y •-� j 3.4.4...,3 HDId-downs Hold-downs with d eti aci n' r RR RITE T • DRAWING NO: - CelingswylhflexibnOnstas(lncluilinggyp m UT40 j I , � •' sP P 3.4.d.2.2 Pei'Corntetl Siiea•r Wall Ad usiments board) }, Winter 5uinmer Altitude Indoor design Design Heating temperature ing fu spaces and parallel rows of studs oc stag- place and to retard the spread of fire and hot gases. glr Bon 1taf projeolian and wrdtlt of not}ass than 36 iitclBes P , h'I lJ24U" - '- When per orate sllenr walls are scd, the shear wall' accardanre:will!Table 3.17F,div;dad by lho gppropriatn" � •, -�� ARCHITECTURAL DESIGN �© ,�•- , All otpbralructuml rncm ors � Elevation Latitude Irenlin cooling correction factor temperature tempern4urt cooling difference gend tads,as follows: R302.1:1.2 Flreblockln Integrity.The integrity of fine- (9�1d nlm).'Ptte area of the window well shall allow the B ,Sleng[!►�regirtietnents in Tablas 3.17 and 3.i7C'ahal!be IengUt adjustment factor in Table 3:17D,are re uiicd itt i t; " t INTERIOR DESIGN• _ blocks shalt be'maintained. crncrganc�r escape and rescue apentng to be fully opened. q • t,. � J PLANNING 8 DEVEIppIyE111T DATE: • O,tterlbr walla-wind,londa•wit r p eater or 1t1360 •-• I.I.Vertically at.the ceiling �nd floor levels. multiplied by t11e appropriate Cull-h light sheathing length tithe end DI't:Dch shear wall segment Dr ateach etid ofeper- (f} Exterior walls-wind IaaJa'w th of erbrut o Hn4Ci ! Wind velocity. Coincidelit ! Dail Winter S miner 1,2,1{orizontalip at interval not exceeding'10 feet I -' ac�tistment fsclors in Table 3,178. otitbinati°ns of idea- fornyetl sF+::8 wet}.VJliern Full legight shearwall segme nts �O ,� QbL `1C RESIDENTIAL-COMMERCIAL�fhiDU3Tf21AL �j • � - e. , Coating t i ind Y. Y tically sheathed segntenled and per prated walls shall be meet at n ulrnar,a'singlehold-d'own shill be permitted to yTF (7e4a �O� 95 RICHMt7ND AVENUE Rnidtea • •a-=--• 1 • valac t g Y ,� Y Oxteribtwells-wind loads w tG flexible OnlsheH .•H/IIo ' [empelalure drfferencd y hooting cooling� wet bulb ran a humidity hiru'tjit - , • penmitted, be teed la:esis(the avettuming forces in both direclioti's' t7F NE V`+ S.AM{TYV{LLEr NEW 1(OR{C 11'701 � f�Z wlten•tho.limei framlitg in the adjoining v+alla is fastoned (63'I)691-�748 FAX (631)6s�'t-1 71$ nteis an odyn mason venerswnlla' U64C! _ I I ± - yD-,gclfter to lronsfcr the Uplrtt load(see j'igures 3,Sa-b): �, - • ! - EMAIL; RQARj HITFCT@YAHQP,CQM / .5" / /� M rz� swr' 3 r- - - - -- - -- flG - WA r •� - rr. dF • . • - • ,. � �, . . .r' �_�, 2� -c� '� � E5 �-• 1 _- , .► � -cam i _ ^j�c• s'� R l ' v '77 4 g _y 2KQ -e Qeicr�•rtpr�r ;a r •_ _ - - — - - n 3F';� �- • �°Q 31�x rz... a °; � .,. ,,, 6 x,6,, •- _ t .z3c'6 tlaf_r , = ' /. ,.,.G�;J• �+Qa6!ICU.. 94 .. M .� _ 1, ,�~ -_-.. �r. � w ►.�' _ �ni2'�� f '' 2n��i'� S - ,� �100 t ' x6 ! it �d'�C,/�•+M ~1 k X �I c°. x t� �D N �° k �( p Jz [ El K T ! j t� " tom, -•-•--��. 0 i. , r i ar•,M �� cc pr! !�R �� k - •. ' ,•' •. \y `o ' . � 3�q� � �. . ��, � t Vo • . - `�, Q r F��) c, �-� tV� bo SNow• � . . '. SrjlIP �� _ Ago ,. 'sa.. ITl6'T�i -. x i 9 o V IV �. t" - - 'rr /S" O ' —�-� I� h► mot: yam __._-07 b ►or /.yam x mv ( Ni I 41 "1? v Sa N -rotes/•.!' Gvdar� �►oST' %r/+!v �v�f� _ OQ sp 4 ✓• I •:.e % rt `_! }l. I` Iei� --x'r-•'��''Y l - �,�•'/�'i' "`'r' - +fr X `gyp y `t i o .� 15- r a t Y•7 .�� `` --- � o �. v • 1�5� I�� Go "9 �L • F 1 I&AF6 0 ttiV / l6roG : - _��/as�''1G,,,� '. - (�} "j'-CL •��v � G•t-. •sip .i ii ..�r sy � �s N �. � �• � \ t ob ape d M �' i�X =' . . : '� G?�le.r.,►�� r _ , 40 INb a r-.�.ow. `► , voi lb oil 4 Jft 1�" 77, Al- cu, �n[� C �z N- 7w Z¢3 T•ri✓, G310 — i err-64 31 G- 111ASt� C�V�t/WAccr �.GH r LZ ..._..__.-w--••_... _ : -y--' rJ �-� S•,•��pc.�,,.'. . 76.0 t H. �:.! tire' ./�f.f,�.. . - .. - - - .- ..: . . ..... .- _ ._ . .._..._._._N... w�.3"�rr•��► /2 ' ��ol,/� .G-�+ll1:�; -�?�'',r�'c�/' .. ./g: Oyu-•. .. " • . � - ,2 �.� .• i ... . -• ___ --.-_— .. .. •. 7. K — _ n - IND • .. .,,+• - `'fit,•: `h :• - - --- _ i _ �_ w� J . !L� �n RAY•DONER;ARCHITECT DRAW#NG'NU... ' .; a ARCHITECTURAL DESIGN '. .C" . — 7k •'� PLANNING&UEUELiJPMEN7 • :• DA T :. _ ' �_ RESIn" [AG irbMMERC[AL t[NIIUSTRJAL memo �Cl.•.!!5' /�-- f� ��. do 0bc . �' 95 RICWMOND AVENUE :' .. REVISIONS: n/` •. / -pJ - 024, yp� S.AMITYVILLE, NEW YORK 11701 c /l/ 7- 4-45VA•f C3 f F� N'�� (63;1)691-1718 FAX (631)6914718 F • �!�1�^r ' M�l.IL: RDARGHITEGTWAMACQM _ ! 44 Len rr✓l1�RPL'''. • . b � • . 2x4,fTdPS l6"aG.;ax4" - � �. 1 ._ � . . , �• ,act�on;� 00 zo �► BASEMENT_/CF-. . '! 4"CONCRETE:SLAB REINFO D MI7661010 WELDED WIRE FABRIC OVEP:611IIL VAPOR ARRIER OVER COMPACTED FILL t N i ti IN L S/S"TYPE`X'G SrPSUM D _ r.. l L}� " O, • BOAR)TO CEILING @ FURNACE AREA_ \ 1 10 �FV raw dlSTS' (0 s� �6 N a C. ; • r v• o , Ire f r ,wi ; g 16 3 • k 3%:"DIAMETER`LALLY'COLUMN ON 2'••6" :2'-V i 18" THICK •ti•' 7 p j (��' �O POURED CONCRETE FOOTING VVI(3)94 BARS EACH WAY. SECURE O � N/�p�,t,,f• O t " •L �'�..V COLUMN TO TOOTING WITH W'X 12"X 12"STE L PLITE BOLTED k I M\, TO FOOTING W/(4)'/:"X 8"ANC OR BOLTS. �� N ♦ N = , V `..► . Pet. J r$. .. i . b �f/ �rf Ply :_ _ • ! - Z4 c ft cl r ' LP SL" &GRADE COVER ------- .. _ ..... -- -- . ... -- - ••" 4"CONCRETE REINFORCED 1 LDAT GARAGE, IT 6 A'IIG VAPOR B OVER CO ACTED FILL. E,PITCH 4"TO 'm , OVERHic-A DOO . AT PORCH,DRU T.O.SLAB 4"BELOW FINISHED FLOOR .... .. .5•_ ._..... .-._....--.-_ — • ._._.---._ ._ ....--_—....___..__.. _. _ Y - 1.7 7.7 : _ T / WI �p I - -- -- _ ,: +. I 1 ..or p :4,p..._..-., . ,..q:FS-t. ._._51=gI:i_i. 1u 9;{�..17:2;:'•. ,Y, . t • , .t. •. ..- ....i. ...... .r a�v...-,... .. »r— ,_- • .-,r•r.., .,:;r.....,.. .. .i• Itfl.» rwi•r. _. ...-".t/'t,lllCUt••._..•. , - • .. .. .... ..... . . . _.: . . .. . - .__._._.. - - - • - - , • � - .• .. �-v!'c:.--c..,;,-:-•- :��' :. �cry /257 3- RAY BONER,ARCHITECT DRAWXNG NO: ARCHITECTURAL DESIGN ' " • PLANNING 85 DEVELOPlAi T = Z • ,. ..----- .1 INTERIOR DESIGN / jr JJ r. r�5tL•-"1_d RESlQEM'll4L' -COMMERCIAL-1Nt7USTRIAL � • �j- ' J, 96 RIcHIVIOND AVENUE BE, ` O p24 S.AMITYVILLE, NEW YORK 11701 71 �W (631)691-1718 FAX (631)691-i718 _A F IYMAIL: ftQA.FGHtTGT@YAH4PfG4M _._._ WA STAGGER JOIN LA ES IN,OR i. --.... .._ - _ _ _ _ _ _ O EPLATES GOT $15CTtOf�1 R$06� OUT SLATE TIED WITi t SECTIONF11D04 TABLE fliNGtEORO UBLE TBOAGESTEELSTRAP. USESL , i CONTINUOUS RIDGE VENT kOR Figure 3.10b Ridge Board and Ceiling Joist Detail 'F UNDATION WATERPROOFWG AND FACTORY-BUILT FIREPLACES SIDING MINIMUM ATTACHMENT AND MINIMUM THiCKN SS TOPPLATE SEE SECTION R002.6.i SEE SECTION R 2.3.z ,�, � VAMPPRbOF1NG R1Q04,!General.Paciary-bull[fireplaces shall T;o lfrrad acid TYPE OF SUPPORTS FOR THE SIC iNG MATERIAL AND FASTENERS GABLE VENTS&/OR METAL II;OOr Rld a Board R406.f nnerele and unitary foundation dampproolint, lnbaled mrd shall be luntnlled in aceordonce with ilia coact- NOMINAL JOINT Wood or wood : r r' VENT Q HTP OR SUED ROOF. g SiDIN13MATETRAL THICKNESS eirucluml shouloord Gypsum Foamplaallc Direct Number or tJ Except w ere tequtred by Section R406 210 be,Valerproofcd, flans of Ilia Nrr$rg.Fndrnp-(mlh 0repinces'shall be lasted In TREATMENT ahaathing ehealhing sheoutI spacln er_ t ' (Inches) panel eliooul,ing to studs O FUIL•FIEtGI kT STUDS faundatt walls ilist iol'sin.esrth and enclose Interior spaces accarddnac Willi UL 127. title stud into stud Into slit lesianars I and floor below Into stud ADJACENT TO I IEAOER r' Collar Tie(Collar Beam) grade sholl be dampproored from this higher i SEE SEC710rI ' T_ R1004.Z Oenr[b exlcugl+ms.Hemda extensions of spares.rid �.% ti OVEILL+'RAI!IE RAFTER. Rafter (Located Ina per third of of(a)ltie oporthefoolingor(b)6lnches(15?man)below.the Sidingnail Siding nail Siding nail Siding nail ;i i Rso2a.5 factory-bulit fireplaces ahull be Insinlled In•accodntieo)vhh 3 3 ! 3 " FiREBLOCKAROUND _ -- -- attic space) see 3,2.f3.1) top of deo basement floor,�o lire finished grade.Masonry walls Ilse 1131hug of dhe•fireplood.Ilia belittle exlenlsio'shall Fo rddil- Steele 29 go, Lap {I /q"x (2!q"x (2/z"x (1 /4"x allowed Same as'`; 1"X FLAT VALLEY SECURED TO EA:CH.. shall hdv not Icss titan Ir]rich(9.5 aim)partland cemeul ((y dtst(ngulsha64a (rate fire surrauudlug (lour rrca t istetl 0.113'J 0.113"� 0,113 0.I 13 llo stud spaern to In a lied to ro Lfewbll.Tlia nr Tn shallbc Staple-I /4" Staple-212" St le-2 Staple-1 /q" `BEE�AaLESRso2?t P g 8 and labeled hearth extensions.ahail camply Willi UL 1618. : AND TABLES t) �: RAi-1 ER W/(3)16D NAILS. INSTALL 1 1/4" fi g P _ �ninppro fed In acCardancp with one dC ilia following: --- Q,120"nail 0.120"nisi! X 24"20 GA.METAL STRAP fez 11;AFTER „ 1.k mludus coaling., SBCTION R1005 0.120"nail (slunk)with (shrulk)with „ 16 Inches on JACK STUDS OR TO RAFTER. i FACTORY-BiALT CHIMNEYS (shank)with a 0.3l3"heats a 0.313° 0.120 nail center oraa. •2.Tit a oundif per atptnre yard(1.63 jcgfnt)of acrylic a 0.313 head (shank)Willi s ecified ` f '5INiPSON' _ i? n1005.t Llaffug.Faohrry-btdli chimney@ Anil ha titled slid Vin I siding or-16-gage head or Not P / 1 _ ma; ttiedcemenL Y g 0.035 Lap or 16-gnge g a 0313 head by the '; WALL STUDS ll5 IJTJTtItiCANE !. labeled and steal(be hislalled ottd Ienulnnled lei accordalce (see Section R703.11) staple will) 3laple With 16-gage Section allowed manufacture; SEESECTIDNRG09.3 CLtI' JR"IOC ' 'IAIN'RATTER 3. On -ri1 hU,-Ine1i 3.2 min) coal of surfdcc-bonding g ( } gWilli the manurneturer's Instructions. g 1 /a-la /2- ample w'tlh ,., Calling total ( ten eat complying tvTllt ASTIvJ C 887. :SECTION Fii006 " /g-Io /��Tiicte inch 3/8.to 1/z- R703.1 I.2 instructions 4• An malarial ermiticd for wale roafln in Secllon c,nwa h h Its[report parallel to R466.2. P 'P g EXTEMOR AIR SUPPLY cro,vn tacit crown i t FLOOR J0 ST l , . 'a• CEILING.TOiST rafters16(10f1.1 Rxlerior-aft'.Fetcfory-bull[or mnsoiuy Flrc lace 1 Wood rustic, g Face noilin`. SOLID BLOCKING ' / 5. OtT, r approved mcdtoda or maforiols. covered I this clialiter sliall be equipped wt1if an exierlor al drop /g nun Lap ed box ar up'le 6" BOTTOM I {GIRDER widths,1 nnh - Jt)t tpllon: PaiglO of unit masonry wnUa is not euppty to ensure pinlnrr fitcl conebustlon unless rile room 1 �� rcq Ired ivliere a miiIicaof Is apprbveid for direct applf- mecleonlcslly venlllowd and controlled so thol Ilia indda Wood aiding Shiplap 13z 6d box or 6d box or bd box or 6d box or siding nail per Deming, FLOOR dOlsTs !/, D1A.LAG DOLTS 16"O.C. DETAIL WHERE GABLE ROQ F Is_ call to the mbsou pressure is neutral or imilive. (see Section average Lap aiding nui) siding nail siding nail siding nail (2 J2 x l �.�,....�.....�.,.�, ... ..+ p ry. ) id 8 widtlie"� = O VERF1tAMhD OhjTO MhTN I700C+•_s ' Canare a wallet shill be damp 'soled by appiyhi any one R703.5) Bevel /16 (2"x 0.099") (2"x 0.099") (2"x 0.099") (2 x 0.099") SO.I l3"2 "and over,'3' SUBFLOOR '•' �. 'S1MP90N'U210 JJANGAR J6"O.C, ; Figure 3.10C Ridge Board and Rafter Tie Detail of IhF llal d dn(npproofing mslatpfols or any one al the water- 3 tap c- 2 tiuils'+.; prdofing alerials listed In Section R406,2 to die exierlar of Bull lip /16 Gap per be4rla ; I. FOUNDATION -" the wbH. - -----1 CRIPPLE WALL- AC4 EACH SIDIi(4' COST) Ridge Board Wood structural panel i „ t T " " SEE SECTION R602.S AC6 EACIi Sir) " 2/2 x 2/z"x 2!q x " 6 one) . I (6Xfi PO R496,2 ncrete and masonry foi,ndalion waterprdafing. ANSI/APA PRP-210 3 I 2 x 0:099 " " " 2 x 0.094 A ;y SILL ---- `"+ m• , 1 - 1 Note a 0.113 0.113 0,113 ed ea.f2. 1 ' In arcs t l,efc a lilgle t4alei table of ocean severe sell-water siding(cxteriorgrade) s 2 siding nail siding nail g Collar T16(Collar Beane) condition life known to axial,exterior foundation walls Itiat siding teal) siding nail siding nail inter.sGyl: ( --_ __- -_-_ (see Section R703.5) - Rafter (Located In upper third of retain en ti and enctriso Tuterloi spaces s)id floors below r.' I FOUNDATION attic space)(see 3.2.6,1) K" Wood structuralpnnel " 2/x"x 21_"x 2/2"x ?I L _LI _--__ ---_ WALL STUDS r do oho I be wale roofed from die lit her of(a)tree to of 3 I Note a 2"x 0.099 .; „ 2 x 0.099" 8 stong:l ` a foollp or 6 Indies(152 mm below file is of tits lap aiding(see Section !e- /2 Note g aiding nail ' . 0.I 13 0.113 0.113 siding nail bottom ed� i IN.BY 41N. ' �( ( } ) P R703.5) siding nail siding nail siding nail y DIAGONAL BRACE ANC)iOR BOLTS EMBEDDED M asentont bon,to the ffnleh�ed grada..watls shall be water-' LET INTO STUDS FOUNDATION 8 FT,O.C. -"�-- M!tXD 114 oohed I accorelance with tine or the following: For th I little=25.4 arm. £i PORC�R��DIiJ`I'A 1< --- _ a. Aluminum nails shall be rased to onnch aTunrinuru sidlog, y CORNER AND PAft I I r10N POSTS. 1. Tw -ply hat-m-pour j25 fells. b. Aluminuln(0.019 Torch)shall be unbsdred only where file maximum panel width h;10 Inches and the mu imtrni fiat area is 8 inches.lire tolerance --'- -ROOF PITCH(SE I!:SECTION �2. Fife-flue-pound{25 kg)roll ioo0ng. sluminmh siding shall be 40.002 inch of die nondnn)dimension, & ELEVATIONS). , Six- it(0.15 min)polyvinyl chloride. ` c. Shalt be or approved type, ,►A1rQ A. Six- elI(0,15 ntm) olyelhy)ene, d. Where used In resist shear forces,the spacing must be 4 inches as panel edges and 8 Inches on Interior suppoi s. i� -. _ _ __-^ 'lX4 OR 6Xt WOOD POST Rafter Tie 1' p C. Valliant end Joints shrill occur at studs and=boll be covered whh a jaleu cover or shall ire caulked. APPLYAPPROVED SHEATHING OR BRACE {Located In lower third ��. Fort -ndl(1 mm)polymer-modified asphalt. f. Fate nailing:aria 6d common Hall Ihronglt ahc nverlapping planks at rncli stud.G+ncealed nailletg:out t I•gn a I'/t•inch-long galy.rnaGug nail throuigtl EXTERIOR WALLS WITH I IN.BY 4 IN.BRACES LET NOTE:ATHiRO STUD ANDIOIT PARTITION INTERSECTION .. INTO STUDSAND PLATES AND EXTENDING FROM tS D1AM GALV.DOLTS 16"O.C., of attics Het [d edge of each lank al each surd in accordance whit ilia -auufaenurer's instollnalun instructions. �• BACKING STUDS SHALL BE PERMITTED TO BE OMITTED p ) P 8 P PI BOTTOM PLATE TO TOP PLATE,OR OTHER THROUGH THE USE OF WOOD BACKUP CLEATS,METAL 'S1h1t SON'U210 HANGAR 16^O.@' g, VerticaE joints,Tf atoggereJ,shall be permlued to be away from studs if applied aver wood sleuClural panel sh alhing, APPROVED C EW17HTHE ANUFA8INSTA'S IN DRYWALL CLIPS OR OTHEiI APPROVED DEVICES THAT ACCORDANCE WITH THE MANUFACTURER'S - h. Minimum fastener leng,h must be dif0eftnl to penetrate stiwibing mbar nsllabla suhxtraie and rramhtg a Iota uric minhnuen of i'!,i imitates.or In ulcedrden� SPECIFiCAT{DNS.SEE SECTION R802.10. WILL SERVE ASAOEDUAiE BACKING FOR TI IE FACING • .' ' whh the rnanulactumr's lnsiallntlon Inshdctians, MATERIALS. - ^^ 3.2.6 Special Counectioas _ R905.1.2 Ice barriers.,In arefis where there has been a],is- FIGURE R602.3(2) 'SINIPSON'H311URRICANL CLIP 16"O.C. FRAMING DETAILS K"DIAA1.GALlr_ rl lory of ice fanning nTablong the eaves cnds),an ig a 6auklTiert of TftiTU BOLTS+.` t fL00RJOJ - •;r "' -'• L• 2.G.1R.idgeCartnecttoti)�equlrentents wafer asrlesignnledinTable[t30t.2(I),nnicebmrieraliall DLrCKJOIS'I' 12"TXPICAL. Ridge connections shall be lit accortlauce With the be inslailed nor nsplutlt shingles,metal roof shingles,nlln cquiremenis given in Table' 3.6. Presciiptive eDrulions crol-surfaced roll roaring, state and slate•[ a silin,les, RIDGE BEl'.M. `ffor ridge straps are' rovided fit Table A-3.6.Where ride Yp 6 VA IRDER 5 P P , g wood shingles and wood shakes.The ice bn:rier shall can_, lstrops are.usedr they shall attach 16 apposing rollers. sist of not fewer than two layers of underlaymetlt cemented f� RA1rIER. 4. together, or a self tedhering polymer-mocttled bitumen e- EXCEPTION: Ridge straps are not required sheet shall be itsed It place of normal underlayment anti 4 EACTI SFDII(d3:4'POSr) COLLAR TIE when coital ties(collar beams)of nominal [x6 or extend from the lowest edges of aH roof surfaces to a paint 6 EACH SIDE 6X6 t ' I DST) . ,not less than 2�1 inches(610 mm)inside tin:exterior wall SIpSPSON'PII44 rOR 4Xd POST • 2xi huaceT are located 'In ilia errs i third of the line of the building.Oil roofs Willi slope equ it to or grenler 'SI'n2PSON'PD44 FOR 4X4 POST h attic space and attached to ratters in accordance illicit 8 units vertical in 12 units horizontal, the ice barrie6X6r - wil117nbie P.-3,6. shall also be applied not less than 36 inches{)14 min)plea. �. I -• cured along the roof slope from the cave edge of the build- ing. -'RIDGE ASPHALT ROOF SHINGLES(NAILING R905.2.5& � ♦r ' �� PL?URED CONCRETE FOOTING �'E 2411 1 y"IVIDE20 GA,hiLrxAt.STRAP _ Aq TAC$IYIENT Yt905.1.6)OVER. - SEE TAOLE A-3.61VIC Chi FOR NAILINl'. , REQHRttKtFNTS. iM ftLT(11905.1.1)OVER'/'CDX PLYWOOD ETEATIIING OVER RATTERS R 16"O.C. SEE PLANS -1 S L1 ( _ 1 HURRICANE STRAP - HIZ i FOR SIZ.E);1"X4"COLLAR TIES @ 32"O.C.;CEILING 'SINIPSON,JIURR1CANL TIE OnI'/T " r t JOISTS�16 O.C.(SEE PLANS); R�a•INSULATION; i 20 GA.GAL1'.STR:LPPING PPC)VIDE 1"AIR SPACE;INSTALL ICE BARRIER. f , PORCH/DECK DETAIL R,:905.1.2. 1 - 2"X VENTED BLOCKING METAL GUTTER OVER FASCIA -- _-- -•_-• -- .-. ,. ___.. _...__. i_ _._ --r-�- _ j • 'WALL to WALL ASSi:MI3L7 .. .l . WFtR 3.2.2.Y.-- '--- ':' :C()NTIN000S'1":�JrNTWG SOF IT. .X(t�'`� -. H - 6E,V SH.-ING OVER HOUSE WRAP OVER FOAM INSULATION�R=3� 2 = OVER'/"CDX PLYWOOD&/OR%,"OSB SiIEATiIING �1�� • � OVER 2"X4"WOOD STUDS Ut 16"U.C. R- ' (2�2"X-1"TOP PLATE 1 1.4"WIDE 20 GA.METAL STRAP a l6"().c. 2"::�•I"CONTINUOUS s� SiMP$Q�( ;L,r% i STU L. N BEARING BLOCI� �Z srna;gG• I(1 NEW FLOOR St DETAIL, RE NEW SECOND -- FL0OR,;TOIS E TN TALLED :I I(i T'.Sl t E 5STING CETL J ABOVE sXISTiN EII.ING. a - -� -- ' I 5 ONG TIE AC mG Join-. k 5 IYmsorr POST (:tQ�V�y��;'TI - 1Y 1 i Generated by REScheck-Web software Tr1 e ,S.RONGTisijI i ate.. I •H -` --�-__ x Z� r � l=��►ti ` r ----a '/i"DIA._ANCHOR BOLT I !i"WID20GA. GALV,STRAPI'ING ✓t"' - c `rmplianc� �e �� _ /MO. 7 ,Dl $)ty ]y ri (EACH STUD)MIN, 12"BE, ON ' FRAMING. ' -' .. rho E15AT f JNTERIOR Dtsrto t , ' f !FLO 1sT: _.. 1 '"�j�"` . � � - � Project New Residence ! Sp �TiT.EVEIt it [STUD Q IC-, IlG �.,. 3' ��^.� Energy Cade: 2018 IECC I GONNI;C' N �X ` 1 Location: New York Construction Type: Single-family INSTALL FIRE (302A I) Project Type: New Cons truction struction r'''' "'•, R.-15INSULATION. Conditioned Floor Area: 2,476 ft2 �� 1. e.• %t' GYPSUM WALL BOARD. o I Glazing Area 12/a • 11 I Vol'PLYWOOD SUB-FLOOR SHEATHING OVER Climate Zane: 4 (5331 HOD) '�i ! TI•.00It JOISTS n 1G'O.C.(SEE FLOOlt PLANS). i �1 Permit Date: . ';IMPSON`STRONG TIE ABA44 OIt 66, ` WALL ASSEMBLY _ xG 1 2'�cl2r Permit Number- A,t;:: 1 2"X6"SILL SECURED'1'0 n". BTTibed.I/2"dia.gaiv.boil 7")nt�i concrete. T.FbUNDATiON Q O _ P(:YURED CONCRETE FOUNDATION WALL&/OR t •. _ , . r .. ;,, 1. WV CPA 3.2.2.7 - i tsht(to ( t3"CONCRETE BLOCK(TOP 2 COURSES FILLED '1 Compliance: 3.5g6 Better Then Coda Maximum UA: 371 Your UA: 358 Maximum SHGC: 0.40' Your SHGC: 0.30 N SOLiD W/CONCRETE& 15"AIIN, A.NCUO11 B Ot,T The%Better or Worse Than Cade Index reflects how close to compliance the house Is based on code trade-riff rules. P1JLT! • ' >< ,lit It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home. E14,1BEDriiENT)FOUNDATION WALL W/5111"DiA AI'•IC130RDOLTS W/NUTS&3"WASIIEIIS rr '15"O.C. �• �� / -?� r� ' s "EMBEDMENT. A(ICHOR BOLTS MUST ItIAV E MIN,9 E� rilNitiUf{ ' A '? . , 12„ --�"'- �''�'� =� ��-'- Envelope Assemblies F°R _ A)'iCIIOR BOLTS ARE TO B' PLACED WI'1'IItN FJ;i.OM ANY CORNER&.G TO 12"FROM'i'I C tl p OT.'EACH PLATE SECTION. f-k -in'anirrb n i ll�'3TALL SILL SEALER&TERMITE SUIELD. �4 a i ::4, •i P('.lURED CONCRETE FOOTING,KEYWAY& P Ttllr2 !; (2}im REBAR. R-10 RIGID INSULATION tiT - Ceiling-Flat Ceiling or Scissor Truss 1,784 30.0 -0.0 0.035 62 �r M PI!:RIt14E,TER SLAB ON GRADE. j Ceiling 1: Flat Ceiling or Scissor Truss 100 21.0 0.0 0.047 5 p -p--- Wall:Wood Frame, 16' o.c. 2,636 15.0 3.0 0.061 141 p + W$ERE NEW& EXISTINGPOUDATIOS B4EE•C, - : - 11`3TALLItd EPDXY COATED STUB BARS, t•I"LONG a o�r Window 1:Wood Frame 317 0.300 9S GO11 ' ` .1/h t•.,_ . a' t O WITH MIN.7"tivibEDMENT. SHGC:0.30 v a• p Floor:All-Woad Joist/Truss 1 '� FIIY1SIIED GRADE. C7-77- N1 7W- - [J "`..'/� !�•. 320 30.0 0.0 0.033 11 iFIIRG,t>?J o Rot? " • �� ' r f _ - � - '� Concrete or Masonry 1 0.039 1�'� r ,•� _ _ _ _ _. Basement:Solid Co n 1,136 11.0 1.0 44 +�l H I;(')UNDATION WATI%RPROOTiNG(R•IOn. / .i� � w ' Wall height 8.0' �. _ -_ Depth below grade:6.0' bteratii ' BASEMENT -'4"CONCRET) SLAB REINFORCED -... Insulation depth 8.0' ' -=-FttNJt ION ` W,661010 WELDED INVE FABRIC OVER 6 mu,VAPOR �_.�-Elio W.A.LL (2)5/8^DLL bgf.TS Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other l' v BARRIER OVER COMPACTED FILL, CO�IJCRSTUDS (TOP&BOTTOrJ) - � calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ,��1M. BAG ,�" C).t r I.CRu'rLE STUDS L,- I i US"MR4.2a GAUGE s 5/8"DIA TSIt1J Ts.D - II• COILBTN+1' o BEE1[.ANFOR ' • !�y• ROIL I4TJVi'1iS RS&NU t 1fEADERSIZE 1 2x4 STUDS FRA)tli orkNINO FOR - .:=•r �,_. - At•�� T ''fS r �,' .• $)E.'rLR1IttT1R>nW OR - ~- I�vIPsoN aD DOOR IIOLfiOWN 11 cill SLAB ON GttAD� Jo ��•�� 1 /v� '_vl! i� S/ram ��F RJGI ATIO"N ,�-a 4"CONCRETE.3Lk%B REIINFORCCI)1V/6610101Vk:LDED Wlfirs IrAlili(C Ol'Elt 61vtIL 1r,lPO1L]iAItRII R OVER COMPAC7'Ef)17IL1 et r ctu:Arlr.,PI4'C.tT 4"'1'U S SJMPS N'S7TtON0 TIH LSU26-2J(8' SMVSO STRQ Tit?IIRC2., Z+ yf' / ,�•� � ��/`��j�•� - , a I D OVEI2JIEAD DOOR. AT PORCH.DROP T.O.SLAII 4"It131,O1V laNiSIMI)FLOOR. ;r;. LS5U2 =2H8,2X10,2X14 J .t l _ /W P/e OJQ tiCNi • j/lF W- - ; r l arm LD RIM JOIST ` \�-lQ D,D� ON RAY DONER,•ARCHITkCT- IMAWING NO: . TYPICAL`VALE S 1QN, - - - & DETAILS - �{/z" -0" � r ri"ssTli liloz. - - �1,-- _a .r..RIi �• ti ••. � `�� 1 ARCHITECTUI AL DESi0N, ' N r>=klol 'nrsl�nl DA'Ts ANCOOR• _ (I1:EPRErS 1 ' ,a - I'/"WwE 20 dA-GALY.siRA.f PUgG ' r, - ', :. 7t� 5 1 PLANNING&IIEVkLOPfJ E'NT FOU IDATJON WAIL (EACH STI1i)}I1 )i 12"BE`AMQ ON r '5IMC90N' TRONO TtI1 LSU26-2X6 re 16.O.C. RESIOEfyT1At_COMIViERCtAL INI)i1S T1ZlJl[ (ti NOTE:170iLt�.I,Mai;T,i I�'S�)�PSdN�ISu1I3Sr. �! - 1�ItAJi14;. 1 + •- w-� :- 2 e,�xtn,axlz LsrAls w/{? grt COMi,40k. �/ � 915 RrCHMOND AVENUE t . I:Ssu28_ ' SIiI S 2II RC�LII i`idlLlb�'JSLii7l.t:1 �2u1. '. '• i 1 j - NAILS LO AT#D AT IJACII END On STIRAP. a .0Z4gQ S. AMG7Yll ILI_E Nlr1N YORK 11701 ' 'YIS�QIarS. r - _,_., - T , i, '(Doll Slrapl ing&I_SSU orlLltaq'Ii •Ca11i l Stnrolufsf ' D •TAII- Q t l �; h i ' I141e. hail iparMauurspeas, i 114"Malnt 20ga. � � � (631)6g1-lT111 E/4]((631)691-1718 TO FOT NT)A7'iCIN - (N7:4 T��4'�I.I� - tN T,i't� ....�.-. ,_n... "„tiers, SIMPSON STi�ONU T18 LU528 S1MP O fiBTRONO:Tffi i3CP. , Str6pldng r - tMAIL:iRDAt{GHfTE~:TMYAHQQ,r,4M , •f, .. .,;. ir' '' I I iT•' Iri';ry'tl•P'I';; 14{h 1:• V;r.: al,ii..J,�s ,r I 1 1: i .�1 a t::. _: 1.a V' I'' . N i, - . - .r:_ i::.11� t i r lhll+�Df•I •. 1 - - _ - Y .', , i;,,�,�., R.r '.trair.-, .„: ,.: r• I. f I - ,.I. :,: I :1 "'� M, ijl. 1 �4 I:' ,��'t`''t .. ('r,r.: . f l:`;. ,-t.A'-l'-r,_I:,"- .:, .r. :{• -f _ .��L: l ••,r�+i: ,I;., ia- �: i _ 1: .� ,:I ;7'I. 1#402_�.3 hnyB bafflg.;-oi 4ir-permeohle insulallons (n . . . vented altirs,a battle oleo[[iro insulated adjacent to eoffll -��G� ""' la-' ` ' r ore Lave vents. Baffles shall maitttailt a1r opening equal or '..v. . ,' 1 ,- ? ' greater than the size of the vent. The baffle shell extend ATTIC INSULATION :.E„J`ali'I' r' , i r + over the top of the little Insulation.Tile baffle shall be per- •-CONIQIU LfSBEM fi ATTIC FLOOR FRAM1ldG • . 4 milted io be any solid material. .' . . OF SEl+1h11I r RIGID INSULATION,•R-VALUE/DEPTH PER CLIMATE" ;, - - R402.2.4 Access hotchrs'nnU doers.Access doors from •} I.. + . CD111QNOU58EM _ C011PRES518LE WEATltEliS1RIPPi11G hT'PERIIIETER,OF I NCLOSURE-,i' , - i}'it ll'h=I ;; i. ! .. I fit: . I" 1`.! conditioned spaces to uncoadlifoned space's site as attics : { I I • OFSWIT • •• . J =__ 5ltE. . ,ATTIC ENCLOSURE . MEC1lAN[CA'LLY SECURED ;f I'1•). .. '• . .j ' Sri(]crawl spaces shell be weadierstripped and insulated fa - �-_ . • a level cqulvalent to the insulation on the surrounding our- ---•COIRQARIUS A4118MAL . : : -, T_:: E: . . faces.Access that prevents,damaging or cc the EXI' MiGrOAAIAT . 'CURiGGYPSWTGON(D - Insulation shall be provided to-all cqulbmenL Where YilI10WPENGIEIER A$ABi81MiEIt .I . IDosc-fill lnsutattan is Installed,awood-framed or equiva- C010RN(]U$BEAO M . • lent baffle or retainer shall be Installed to previld the ' • OFSIANIT . loose-flit Insulation from spilling into die living space CONTRiUOU55EAO x • when The attic access is opened.The baffle orretolner shall OF SEAWIT . Provide s per manentmeans of maintaining the installed R- . COt{TBlUOUS tdtNlAIAL value the loose-f1I insulation • __ ;- -' • -- -VIRIppY1 ONAS EPN10Qld FONIN, - ,_ R4D2.4*Air leakage (Mandatory). the building thermal- r AlELBN1RIER . VA"DOWPFJll6UM - idECiIANICAL LAiCII TO PR SSUR€ - • enpclape shall be constructed to limit air leakage In otter- . . SEAL AT 1YEARIER51RIPPIN dance with the requirements of Sections R402.4.1 dlrough . mfiwoustQ111,ft • • . jt4o2.4.5. t E%1NIRIIIGFfAT 0 R402.4.1 Bu!ldfng`iltennal envelope•The building ther- YtIMOWPERRVER . . O , mat envelope shall comply with Sections R402.4.1.1 and Coffl.MQUST:EM . .'. R402.4.1.2.*Ibesealingineihodsbetwecndissindlarmateri- OFSEALNIT. YIIRDO',YUNIiAS - . als'shall allow fordifferentiol expansion and contrnclidn, -C01tiRIUOUSTIEM • NR9ARNER -A murACTURED PULL DOY STAIR . R40Z.4,1.1 InstallL6on.tic components of die build- OFADiESNE . V , O ! t + -i-!.j' ' ' .► ° r. i Ing Elrerinai enpclape as indicated In Table R402.4.1.1 . COlITAAIOUSBEAl1 COl11QNOUSI-FatA t)• •.Nk• -b+ k.-• r ,' , i " ' FaGtvlOq{OFOhldhi t �`t• f+ shall be installed in accordance with tile mdiiufaeturer's _ ' ��WIT • Wi100Y1PSOMIER - `' r • ! instruction a- and die criteria indicated in Table _ .. O T w ', R402,4.IJ1;as applicable to the method of construe- C0111111f10US11EM ' f tior7: Where required by the building official, an OFMIf ° . a i�oi•ed tlilyd art shall Inspect all components and . - - /j\- � ' ° PP party - P COIIIRluodo A0 ' AIR SEALING AT ATTIC PULL DOWN ATTIC STAIII `� verlfyGomplisnca: _ �TOFAOIIES(YE '. _... •i g�'rla° INY),8402.4.1.2.Testng:The building or dwelling COIIIR1110usITAO J-r . - . iurfr shall be tested and verified a5 having an air leakage ' . CoNtiluousEAl1 T�OFSFAWIT - . • Tale not exceeding three air changes per hour.Testing. . OF SEALANT' • . . shall be conducted In accordance(vith RESNET/ICC --0011fQ1U0U5591LSEALER ' ' '38b;i4STNl'E779 6-r-KSTJK E1827 antiT<pMl?!1-ar-V- � t� r s1 ,/. :fULLW1011IOF1101[L EXPANDING FOAM SEALAN I pressure of Q.2 inch w.g.(SD Pascals):Testing shall ba a� ,, ROOF SKYUGIIi ",`;k J �N� -�FVIIII) VIWhiLAS: -;--ROOF RAFTER performed at any lime after creation of all penetriifions �„ j A111q .- oCth1 building therinnlenvalopc. r . / . g �/\: • . . RIGID iNSULATION DurtI testing: . ' N'\� CONChETESLAIIAS ' ��" - - I. §�tfCOIIIIIIII 11SQFJlO ��. '� . R-VALUE/tlllCKNESS ER CtJAIAtE I. Exterior windows and doors,fireptnec and stave - OFSEAINtC "� ' �! doors shall be closed,but not sealed,beyond tie• : I . Intended weatherstripping or tuber lnfhration, \ a••.< , • ;\��N\r\j CQNCEPIUALAIRSEALINGSTRATEOYN• �" f 'r,. �. control measufea. . /! ��.�/ •---EXPANDING fO I SEALAN( 'g Laa �aa 1/� ►�a 'Ilya. • . .,t �� y�� y :UPPERMILSEGMI'l 7'. . .. . ( !- Dampers including exhaust,Intake,makeup air, �. `�%��%; - CONTINUOUS DE U i t .. ... w beckdrafl and due dampers shall 4e closed,but ;\ ..\�••� '�' '�\ �' 'V. not scaled beyond.intended mfiltration control, .,C0110EP1UALAIR 33EN Bi{I5Ti�11TEOYn D) SEALANT G measures. LOWERWALLSE(%II011. , •, . 3. interior doors,tti'herc iilatnEled at the time of the - ��''• . . E • i. Ly I T . test,shall ba open. �•-'i T�� INSTALL SIIEpI111NG AT ATTIC I l fDa l� • 4_Eziedotdoorsforaanlhntiousvenrilationsyntema . .. - - • . '.r _ ' - .]SIDE OF Si(YUMIT SIiAFT- ! , - . "74004 I _ and beet recovery vanUlatars sftnll Eie closed and • f It �ji� j- - ' • ! S •ti :'i: :is', __ _ - ' t' ti}r''ria Y�jlil,I Y f.., '''',' ;ill % l am- jh T'Jl�41 I I - _ fig �! �'f=... ?� eealed,l: :.'• !i 1.' .r j• , •• i��`Ii(�:•( .i�oF?,. .1 .'i,�i)..Y 'I� •I tIr- Jet a■ T AN _ 5. Healin bad cdoltng systems,where Installed at t . , - J r L �r+ g -- . %ILIDIi 31JAI I•. }i,I=�: t - '�:= 1'III' AVIiY tPi3VU1,T1ON �jVLR 1. file time of the test.Ofill be turned off. lti'�}1!tr�'' 1 L;'',�{!` i is° ./ 3 t• � 6."Supple,rind return reglgters where installed at the . - • / - Ir l E!Ul I•- ''' ;;i' i .•.f;!I ,` ATDC INSUlAl1DN 7. {: tune of rite Test,shell be fully open: -GOlifRlJOUSfIEM 1•�i:Ir {;.r;:.is+,.;, afbfaiun GYP5U{1;b01J1D �JI{ER =T' e j t�" RQU2.4.2.rlreplaccs.New worid•burniag fireplaces shall l'"' _ I'!>� °'� have tight-fitting flue dampers or doors,and outdoor i;'Ir":(li:,'; .l�'t,: f'I. jj I i= 1:1-i ff hustion air. Where using tight-fitting doors an factory- l+l! " {'�`!' 1' +' ,I i• !I ' built Gre laces tided and labeled in accordance with UL I ( l f n 1-1 . _ �� , ir:.1. 127,the doors shall be tested and fisted for rile flreplatie. . t I • +� R402.4.3 Fenesti•aton air leakage.Windows,A-3-Ughts _.-MrMlltEIll,CE11% "7 U Wpsl1 W� t �� k4T S',rjl� • and sliding glass doors shall have an hir infiltration rate of ' ' . not greater Ilion 0.3 chn per square foot(1.5 Uslm'),and •-IWAiE)E711ERM r�� for swinging doors;not greater than 0 5 cfm per square 511A►VO1L AIR SEALING AT NYLIGI IT SFRAFT - '`,' '` � ''' ! L to (2.6 Us/m');when tested in accordance with NFRC - _- - i t" . - ,' �' '•`_ CF IF - )• t 0 or AAMA/WDMA/CSA 101/T.S.2/A440 by an, •-11SiAIL11fEtll 11MIDiG / S W' 0 1 ff flay• :-�' t1( 'r. - "" �N t I ?; iT101110IISTNIA INN .., - 1; - accredited,independent labordlory and listed and labeled Pf11A8iflfll I1111 4 " ,•' :I 'i : t . i by lilt rnanufacfltrcc .,' 1- .1 1i''."' 1" p Zas g■ 'lw i!' - ifA1NFACTIATEDRIRI „ !f :: �;'�i° ' (01IiQNOUSIIEADQFSEAW{T R402 4.d Roams containing fool-burning appliances.in 115TA1150� MUM19 r-:• :i j i Q ,• x ss 'A I c 3 throe h 8, where open combustion air -E"M1IGr0NjSMMq I PROIIEATTIC , 1 C01I11f111DOSREM1ADIRSNE ✓a! 3" 3 ' I. Ciintrrre Zone. g MOTIfirmEEl cf WJI1EDMRSPACE 'l•.: 1' • ducts provide combustion air to open comb l do fuel r_ . 1-1,`!..".• - F _ r ! opening 'shall be�locfited outside the building thermal I/- ' , • T . envelope br erieldsed in a room that is Isolate)from inside I co file thermal envcln ic. Such rooms shall be senled and i/+'I insulated in dccordnnce with the envelope requirements of " __ _ F10pR1RUS5 Table R402.1.2,where the walls,floors Bnd eeitngs shall , -=1S'OMME ASSEitBIY ( { meet not less than the baseinenr frail R-slue requirement-. (LOIXIAS5FJl�lY .. shall be tut asketed anti any 7s•.p�� i >_< . . I . Tire door Into the ronm y g, CrSlllYfinkldi water lines and ducts In the room insulated in occardanca. ! . .. >< s'x N� will,Section R403.The enmbuslldn Mr dirt!shall be ivsu- � . i fated where It passes through coNdfrioned space to as R- II OF. y --�� lU0U58EAD sa _ than R-8. OF SEAWR 7 �^ ' value of not less YCOIOII{IOlISl9 Off I .� = 3'FA CO11141SI0135DEA0 �y 3 sa �I Exciptions: 6flfNll a _ M I rhVITiI1511A1't:tl U -DESENNO .�.• tlr I. Direct vent appliances with both intake and I[Acpgt5lRrti'I4'i COlI1ilU0USBEAOj t C O,., exhaust pipes h7stolled continuous to the outside. - S MmItIMAI _ I ireRIGI?QISULkIOii OF SEAU M.• . •,' 5�r '91iEfU0iTG 9miiIV Ulm II 2. Fireplaces and stoves complying with Section EXTERIORI1SULATEDWALL R402.4.2 and Section R1006 of the Residential ASMBN{fUER - � e!O 8 - IR.4P Code ojNelv York State. grR5plOATCA)1)nUYEDAlNCl1FACNRED THINPROFIEATTICEAVEOAFREM'DVEIIi COh1LEP1Ur1IAlR EALINt3STRATEGYIITUPPERFLOORHAi1DJ01Si : I1402,4.5 Recessed llghtag.Recessed luminaires Installed -FIREPLACEASSEhlOLY -• • � , In rim building thernral ein elope shall be scaled to limit air .-_ _ .. _ :• �` I _ _ _ -___ . I leakage between conditioned and unconditioned spaces. L'4j^4 `� �� Recessed luminaires shall be IC-rated and labeled as having • ELECIRICA[WRIE an it an air leakage rate of not greats,titan 2.0 On(0.944 Vs) AiANUFACIURED RECESSED LIGiIT E14CLUSURE 1�/�51E ~ iv�s b w)len tested in accordance whit ASTM E283 at a pressure . E{a A+�C g� dire,Fnliil'of257'gsf'(75'Pij-Rceessa-Iuinlllairea shell- AIIIC 114SULAiION n be sealed will,a.gasket or caulked between the housing and ATTiC iRU55 _ TOPP1hTE (rj ��`O�p DONS �(7 . the Interior wall or ce)1inQ coveting:- • {tIBIDQIG PiPE w ' R402.5MazimumfenastrallonU-fnctorandSHGC(Man- i_. FJR'lUIDQIGI011d5Ff1NtT . i7taximum fenestration I r-Sl�� Jatory).The area-7veighred average TONUiE I �� or permitted using tradeoffs from Section R402.15 or __ U jact P I j * . It405 shall be 0.48 in Climate ZAf res 4 and 5 and 0.40 h7 Cli- YIALLSIUOuL L ,�71� L C.G • 8 Cor vertical jenestrafiaN,and 0.751n EIOYdi0R1GFONT --• - ^ ` mate Zones'6 1111011911 h for skylights.The areaaveighted ,4' +`a '�'A�F r �'I��n Zones 4 throe 8 g SE it -_.._ _w' Climate g C ,misted using . .• Ede AIR5EALAi1�PFLAiEELECiRICALPENETRi1,TTfON �f" .•� h,� 02480� �� maximum fenestration' S Pe -- average j - ,�/ ``'' ARCHITECT tradeoffs from Section R405 in Cirnrale 7.opes 1 through 3 - _ -_ y -- - ^0ri l u4'-1G' T��F N+GY� , Bltali be Oso. - - _ - wALLs11D 95 RlCN�MOND AVE SECTION F1403 - r " SYSTEMS EXPANDIhIC TOAAI SEALANT Al PERII,lETER - • ' Jt . R403.1 Controls(Mandatory).Not less then one lhermostol CONIMIJOUS DEAD OF SEALAN 1 rt , _._._._ .. _ _ _..-_.... -_. _. ---- ...-.-... _ :r shall be provided for each separntc heating and cooling Sys• DRYWALL.CEILING �*" "' � � •' tam. . . RECESSED L1GfiiING fIXIURE '" i „`` ;?' ! AIRSEALATTUPPLATEPIPEPENETRATION : , " it R403.1.1 Programmable ttennostnt. Tile thef"astal - - _ ,•' I; controllinlitife primary-heating or cooling system of the. AIR SEALING AT PE',ESSED LIGIMNG 114 ATTIC v ` i --_ , • . irollii,g r,hetilrtig, dve11+ng uniF iII@1 6e onFAI oC eon r 1 and cooling system on a doily schedule to maintain differ•• - . ` „ti > i 1 ent temperature setpolnts at different times of the day. - .,I .1 , This thermostat shell include the capability[o set back of ENERGY CODE'COMPLIANCII;STATEMENT: �1 .. , I operate tile'system'lo maintain zone tempera- Vt'elenBUi dingACIvISOi.COTII k�' a cures of not lass than 55°F(i3°C)to not greater Ilion 859. pgundingOran. i_LO 200E E+ `' THE STATES A E SIGNEID IS A NYS REGISTERED sic ARCHITECT (29°C).The thermostat shall be programmed initially by l .'._.,• Y� $ AND STATES TO TIEIE GIST OF UNDELLSIGNED'S KNOWLEDGE,I3ELIELI the manufacturer with a heating temperature setpoinl of ` • li �'. fi AND PROFESSIONAL JUDGEMENT,-THESE PLANS AND SPECIFICATIONS q. tot greater than 70°F(21°C)and a cooling temperatun: i k ? + :::.`!, ttt I ARE IN COMPLIANCE WITH THE 2020 ENERGY CONSERVATION' setpolnt of not toss than 78°F(26°C}. �- d . �a1 , t „>. R dD33 Ducts.Duets end air handlers shall be installed in :t''-' '"`,►i: `,, '-° ''" CONSTRUCTION CODE OF NEW Y. STATE. i accordance with Sections R403.3.1 through R403.3.7. . "r' ,�.t R403 3.1 Insulation (Prescriptive). Supply and return ;f,, r ' 1 1 / -_ ENERGY GENERAL NOTES: ducts in attics shall be insulated to). R-pply ar not less ?_ l: TABLE R402 4.1.1 ' 1. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST CODES. 2. A PERMANENT CERTIFICATE SHALL HE COMPLETED BY THE BUILDER AND MIOUNTED ON A WALL WHERE 1'HE BOILER IS LOCATED. ? X _'_ P, = t` AIR BARRIER AND INSULATiONINISTALLATION- tlinn R-B for duets 3 ladles(76 ram)!n diameter and inrgrr ;4r, a, ,: ;,,m;;w ;Y„ .;,.- ,� duets smaller than ' sc ':"'^•'4t ®;`w ",_'';".i ti,,:t, CC+A1POtfEtlr AIR BARRIER W6ULATIONnJSTAtIATlONCRREAIA and not less than R-6 For , j A continuous oil bcrrirrahalf be IhsHalled In drobuitding 3. f TIL"SUPPLY AND RETURN DUCTS IN ATTIC TO BE INSULATED WITH. ram)in diameter.Supply and return duets In odor portions of rite building shall ha insulated Ie not less titan R-6 for r en+steps_ Air-pern7whle Insulation shall not be used as s R=8 P(�It 3"OR GREATER DIAMETERS AND R=G'FOR DUCTS LESS THAN Is' tv: '' nr°t . .. ,h'•h= =:..�,,: Cereal requirements The exterior the ntal envelope:contains a continuous art n' 1' ducts 3 inches(76 mm)In diameter and not less than R-4.2 • for ducts smaller then 3 Tootles(76 ram))a diameter. "' .'r! ^1 q barrier, soling mated■!. 3 iN FjIAMETEIt ' "` �,. �� `` =" ° rw. a '* ' EeaksOrjatatalathe■rrbelieraha06e:ealee. d. DUCTS,AIR HANDLERSt1N0FELTERHOXESTOBESEALED. i. WSULATE MECHANICAL SYSTEM PIPING WITH MIN.R 3, I The air barrier In any tiroppppell slang a sotto:belt ba t, AIR BARRIER AND THERMAL BARRIER--A CONTINUOUS AM BARRIER ExcepOani Ducts or portions thereat located eon(- AIR SEALING[1Extefi. Plydana 5hlaathingSeaMsandJGlrits alignedwhhtheealed[onandanygapsIn(beef, The Insulation In any droppedeellingitarnt shall be SHALLRRINSTALLEDINTHEENTIREBUILDINGENVELOPE. BREAKS pletely Inside the building thermal envelope. - :. BE INYI R403JI Sealing(Mnndnfory)•Ducts,air handlers CcilingJnilic bars arshall be seated. aligned with(heairbarrier, and'filter boxes shall be sealed.Joints and seams shall, -- -- '� Accessopenings•dropdownstaleorkneewalldoanto comply with eilfter the flfeelfanital Code oJNew lark 1 uncandlaanedaeticfpaeessho0rresuled State or with ither Cods'ajNety rat State,ar Ire New 'ma`s_-r•�ryy ,s l j Cavities within comers and header of frame welts AND/OR JOINTS IN SAID AIR HA�2RIER TO BE SEALED. :•" I The junadon of the rnund■a-M and tlll plait shall be scaled. shall be inrulated b wit lately filling the cavity p 7. WINDOWS,SKYLIGHTS AND DOORS-ANY SPACE BETWEEN WINDOW York Crry Construction Code,as applicable. �`��r!� --i x;�.1r e'�=_ with a matelot hav�ng a tpermal resistance, AND/OR.bOOR I/LMBS AND FRAMING TO HE SEALED. .4 r_ - -� .r Wells TIm Junction of eta top plate and rite top of adador wo. rl_vafue,of nor Tess than R-3 per Inch. Exceptions: . • 1 = *k`' andl be sealed .• F;xtedgl:ih rtaal.tmxfciMlnrulat[on-Exframed walls. . . 8. SHAFTS-DUCT SHAFTS,UTILITY PE14ETRATIONS OPENING TO THE EXTERIOR .• ,,. [. Air-impetTnea6le spray foam products shall be , -'j, __ • i} r I Knee walls dial)be arialyd, shill be hired led in substantial contact and ', permitted to be applied without additional Joint I ram• .X • CrOnq dfywa0lapeo Y �_;.., s l Urlwnn caL4 ell.plead or ` y , continuous alignment with rite air barrier. y..1. Vrnvnec to Igp.Into fly �i The space hUsvnen framing and skylfghr,andlheJambf OR UNCONDITIONED SPACE TO HE SEALED. seats. to wan d ytvntf r, _ �� _ 9. GARAGE SEPARATION:-INSTALL AIR,SEALING BETWEEN THE GARAGE t Exjor .11 lorahoalhin radhFd, i' V Vrlmlows,skytlghrnnddoora elwlnda7vaanddoora,shallbesmled. _ _..__---••»„ _- y�- 2. For duels having a static pressure classification of ;p;�W,rp,oua r+l,�hletl etuad or eloolil n 4 a top pieta I " Y tr _ _ •- SPACE AND ANY CaND1TIONED SPACES. less titan Z Inches of (voter column (500 posh m daknlmitah,pplijrn !lfy� . ,,i RimJalsts R[raja{sesaha111ndudc(iteafrbarrfer. Rlmjafsuandlbeinsb]meJ, iTRJTIONREQ02E2 � INSULATION AND FENESTRATION REOVIRErnENTS BY COMPONENT' l0, RECESSED LIGT3TING-RECESSED LTGHTING FIXTURES THAT ARE INSTALLED le 0 Cladding I t it - Floor(mming cavity Insdladan shall be Installed to OtazaD WOOD AlABB nASF1AENT' SLAW " iN THE BUILDING THERMAL ENVELOPE TO BE AIR TIGHT,-IC RATED AND additional closure systems shall not be requiTed I'kI{ ` • maintain permanent contact With the underside of CLIMATE FENEgrAATIDq 5KYLIGNT' CEILING FLOOR SPACE' continuously welded alms end seems, and B,wtthgei We"fi,lhlrm 4[ suhfloordeeking,Alternatively,floorframing rENESTRATION PRAMEWALL WALL WALL. a-VALUE for con y J 7aa d'or sealed Taints ln- t " �' 4 zone uFACTOR U{ACTOfl vALUE RNALLILIS WALL SEALED TO THE DRYWALL' a oink and scams of other than.the Oryrrall caugtod.glue{! __ -- r1,t•�+ I} ?� Floras,l and s,above The air bardershdl be Instilled at any exposed edge or aav{ty InsuI lion shall be In contact with the to side , allot`• _ _ -,ff•Lr,ALttE__ R•VALttRe R VALUE S CEPTt!�VAU7S.- lockirig-tYe J atpasholedtbbollolnPride txlenar6naalhfn :L gF�1�Y,i noarcandnrsorsabave �"" p inrulatEon., of sheathing,or eonrfnua:ulrrukrrfon[natalled on 0.32 0.55 0.40 14 24 Cr 3+5 8i13 19 ID 13 J0,2 it 10i13 snap-lock and button-lock types, - Doltedt pfote aaogttd of ! -halut 41,40difi eadtA!+I _ • • , fi ' garages .. the undersidcor noor framing;and shall extend . l G SCE OTHER Ants NOTES AND DETAILS-TH]S DRAWING. R403.3.2.1 Sealed ale handler.Air handlers shall have . . - Coskeled Io aubtlobi j pima d lik Antad in hallnrn pfal! , a T from the bottom to the top of al!pelmet r Roar. 5 30 0 R 49 20 or 13+5 13/17 30' S/19 10,2 n 19 AIR SEALING-UUCTWORKI4IN " . . . . framingmcmbcls.. ptap 03 '55 R { 9 20+sor13+10 5120 301 19 10, t 15I -�' a manufacturer's designation for in air leakage of not 1._ ) e i ,- , ' . . _ , . • greater then 2 percent of the design airflow rate when .,.Soylioat gks■d,eudrksJ ar gashnlaiJi s 4` Exposed earth M anvanled crawl spaces shall be covered crawl space insulation,where provided Instead of 6 Opt on Z D ZB OSS R ! 60 23 cavity 19/21 3D1 _ 15/19 10,4 n 15119 1e41ed in accordance with iISHRAE 193. !n IIm lntft711nt blost6hr l' Duct MasElc 11L3RFDjt Tip-6-0I1Fy I Crawl Testa walls with a Class!vsporretarda with ovahpping Jalsir n rarinsulelian,slid[bepermanentty atgched to ., - f I taped. the wall,. NR a Not Required, _ ---- -- .„�+-F31M{oisarlln clorur i i4tAod or For St:t foot c nial ram. R4033.3 Duct testing(mandatory).Duels sllaEf be eras- ,! askalyd to lop ptWo Dual shafts,utility prne+mttans,and nudahafu . sure tested to determine air leakage by one of the follow- f Slings,penetrations opening Lo exteriorer unconditioned siecedoll be a R•vahtio arc a Installed U f1HE of anti SNt3C seamed ntil l I e le R.Nt a 1s ecirie i it a la li.That is ten then the LW a dalgn thickness of the eouated. fved of I scaled Inmlmion,the imt■Rat R•rahm of the Insnlstlon shill be not lul Ihsn the R•Folur tpectfied in the table ,w' / • frulutfolfanli•faclorco)umnexeludessk llghu.Thasli(3q columns liestoall taredrenesaadoiL .IV` ling methods: Oryrra4 a Eatoller ehaatNnp mooted, b.The Y d PP B -_ .. . _..-.. ___ -- - o e Iola CenitfavereadFloor I Baits tobeinsulledlnnenoweavidrsshof becutto e."IW13"meenfR•foeonaln4 arfnmledonoathelntedororexiedorofthehomeorR•13cavityf°sultdonanthehicriirofthebuictnentwall. --.� . 1= lies[:Total lenkB a shB11 be measured wttts coeka(odl I p R glued or eashglad to lop � j _.,-_ _ _ 1. RDu t to & ( fir aroarrawe■vltiaahall be filled with InsulaRan g i Nont iv ewvfths - a installation readily conforms to the available "13l19"moat R-IS eontlruaus Insulation on the ftnrdor or ext rforarthe homy or R-19 cavity EnroLdon at the Interior of the bnsemcatwall.Alternatively, - •...._ '. a pressure differential of 0.1 inch w.g.(25 Pa)across- I Tops at satdarU met)dlnl IQ --: that an in y _ _ /' f - e manufacturer's aft hdndlt:r -let r S t-�To tilrlQ confileveiZed floors an air sealdd airErf)Isulafea ar cavity spas. home. with"ISr19'shalt be R-13 uvlty rnrulntlon un the ntaiar of the baremeni wall pier Rd smtimrous tntt 1 hlEon on the Interior or exterior of the• - �'''�L. c - thesystem,sncludtng th --- ez a home. - - / _ Y � �./ . . . . ^I enclosure If installed at the time of the Test.Registers ill perhfrefei'Of f olst fra)r Itloris Air seating dial)be provided betWemn the gange vnd _ d R•S lnsuhtloa shah 1m provided under the foil s1■ti sees of e h red(tail la addltlon to the requlrat d■b edge fnsubtka R-,area rot data.at lndluled InUfa - - sfla!!be taped or otherwise sealed during the test, + enrage srpmaiton % . _ . ---Ta lit or conic, ob,t+fin 11, conditioned apace, table.The slab attic Insulation for hraied slobs shall rot be relic red to extend below the slab. �• . ----- exterior nBlh p. ; Cbnttleveied floors,sec rid-story bump-outs,dnd b y whrdows Recessed light fixtures Installed In the buiidhrgrhemra! Recessed light fixtures Installed in the building C.RaQved- p 01- 2. Postcanstnteiion lest:Total-tankage shall be mere- i Recessed lighting f.Reserved. S y/��D �J_+W � Q/�--� � _' �'_ pry+ran eourtgd,ifluedat I? r liose lala seafad ore another area In the me(hot often lades prbpe air sealing, envelope shalt besealed to the nnlshexl mtfece. thermal envelope strait be airtight and IC rotid. cured wide a pressure differential of 0.1 inch w.g' nskolodta ba0orn platy i ,/,.+ pp 1F Ahem■Uvely,inivfulon sufficient to all the training cavity and ovlding not tws than an R-va►ue of R•19. entire stent Including the rifle• / n __ 0 L'xlarlgr.allen"[W d"LoAd, to sublloor The floor cavity must b need with insulrittob with B ad . Inlit around l butt d plumbing, m bn than bccot dealt tl h.The nett salon is cm. ]niuladmt,U e second value[■carat us intulufon.TtmrePore,■s an to■mete,"13+5"mans R•t3 uvhy InAul■non plus A-S `, r! (25 Pa)across the n y g l:•, ' - llterarmdwkingandpiumbing orimulnrlen,Utal canitmrourrntufaUon. ��✓ f1/ air handler enclosure.Registers shall be Rnhi+m plain'eat tknd nr clued of pnskaled to bottom p ate .hV: nllgnlndnt t(,e,liras!s nplatefy touef,lnp)Ilia underside of plunhhD, and wlrin '`(� C� k , ufadurers j� 1 g g onfnstoltallnnrcadiEyconforrrlsroavailnblespacb, I, (,!■rsw■1lsshdlbehfitxmdsrmew[th5exdanR402.LS.Thes' rr��•vafueappllhakhereras,athaxhalfvfthelntntnlonlsonthelntnlolafthemarwdl. v 0nyknlnd In nldtltrrnt• ' ' the(tsar.The Interior an exterior shaathlr+l)needs a be sealed shall extend behind piping and wllEng. 11, taped or otherwise sealed during the test. . t ,•__,-__- ,-•, •.•... -_.__�- G I d hvtvd i i•;1Y IA l Ai �<r t at tha iramfno edges.Bt ridng between floor joists should form ( O�D OQ !� g�' g� -DRAWING R,g� IN ° t i in I115u1nt1Dn Maeda- �`-Eu,�'nuur elurtJ,G+r1e Y t W q s ,) t; ) k1 I { The a[rbarrierimtslled at axlerforwaNs adjacal to-- ��rWi;Gtls,a1 cent loin"owes nr d lu6s shell be JUVI TABLE R402.1.4 V /1/ (n RAY �O'tlEt�s ARCHI•T•ECT .'Dl�t)WJ11 G NO° R403.4 jlletlinnleal s}S err( p p g n fluids lu ehn IntiVtb,ehre,aa. �� s eonslstaht air border twden the cantilever and t,e test Sbm,rahub on errerlaravd! ahowas and tabs shall ceparalethe wall from the . taffy).Mechanical system piping capable of carrying p■1■ilot ahsAllirg cavlaed, i �qr�r_s;:Nr +•_• .,- Inrulalad. EpUIVALENT U FACTORS' - - - _ t ' • 1 Rho ivlht+xduunacbud,J to &} �taj0:lialrialthlol's15, atiltahouse.Lonl:ltuau'stsaothtng,suchastnsulattvgtoeln shawaorrob. ,„. _ _ _ _ ,�` ter than 105°F 41°G7 or less than S5,F(i3°C)shall fie Id t' cluodacgaaxllyd 10 slgpa { " �y. `� `�p �. ARCHITECTURAL DESIGN'- •ter" c�eC ' g� - " FRAME _ - DASFJdENT-'•"CRAWL •'•cam - ( ,',/~'-'nt aMale,1 b eh i7lnle ;Iaoii f l pet tlla ar shedfhing,should coat he underside of the eanlli vet end be The air borderehall be Instilled behind eleetrkal and - CLIMATE FENESTRATION BKYLIDItt CEI11-Rita WALL- MA99 WALL FLODfl- WALL SPACE WALL Insulated to an R-vpfrre of not teas then R 3; °r,77 '+7.:,, l, Eleclrlcal/phone box on exterior tommunfcarlan bores.Alae„taalvel,sfr•seded bnu LONE ufAc7aR ,/•FACTOR uF GTOR U FACTOR UFACTOR' UfpCTOp UfACTOR U FACTOR INTERIai DESrraftl I in In elation.Pi In insets- !r` n f !7,,>,i' f' Y . _ ' R4D3.4.1 Protaeton of p p g & p g I, ''t't- Ste tq Inatngodovor rid sc es' �.�;: gi�I oft healed at Ilia edgaa lU,cavil(. ,m1fs shall 6e installed., v• S PLANNING&D>EVELOPMENT' Dl�. • .r g .g/'It.•i ti`ta 4 032 0.55 QQ26 0.060 0.098 0,047 :- 0.059 0.065 4e :I shall be protected From dams c, , '?�'� Sill praio lnatollad aver are paihot 7 ti(,,; {} "VAC supply and return register boots that ntuate. j - Giia exposed fa weather p B . t hr,.y Flo.,.a,01-1;snd,d.r■;l b Ili 16■fie-to•apa•e w.a lm..I$a and live aria,• PF Y g ]x g 0.30 OSS 0.026- 0.060 0,082 0.033 • 0.050 0.05Y- ' 1 RESIDENTIAL NTIAL-COMMERCIAL-INDUSTRIAL Z•3-• n nil dear oar ' A.h I +, is 'i•'•4:-:: .-'. t°•rocva,w 11lwvctl-. "VAC reglRer heals bufGiing U,°nnai emv:fape doll be ualeH to rl+e subilaor, fddvding that caused by sunlight, moisture, equipment ttaia:elradad eompononro deetpnala train:ahedcd tinge a q c IliO.;, t;4, �r•��r T dclnlenance and wind. The protection'shag provide on��o�r riiatdor frdum' air lrovt rotmdor■yetom wait covering oralling penetrated by the bbot. 6'- 0.30 0.55 0.Q26 0.045 OA(s0 0.033 - 0.050 0.055 C '1tL w1Q'f� g�TtICHMON�AVENUE REVISIONS: ■SIONS: v That Goa Cause degradation ••- • •• -� -.-...- -• -••••. •••--- -•• .-_......_.. _. whenrequiredtobenoted,conceal�nresprinklers hall a.NontcnestnUonUfarroer shell beahlalnedfiommeslufemenl,,caladationwen approved Source. T O 024iJ� � S.AMITYVIL LE, NEW YORK 11701 ° It shielding from solar radiation g arty be sealed in a manna shot lr r mmen ed lay t e b.Mai wdls shall be in accordance with Section R402,25.iyhera more ihaa h°[f Um Insulation Is on the intedar,rho man wall U•fumts shall not sicced DAs �j of the material Adhesive tape shall beprohibited. - -' 174O2:4.1 aullding thamial eirvalope sp - Alt Barrier and TTtetJnaT farrier AlignMetit concealed. inklers alnnufactrrer.caulkinemotherod]iWvesesfantsarialf Incb,Cllm■teZane4exceplMerine D.DfiSlpClfmaleTarmsa,lid{dadae4.ard11.0571nplmoleZane6. ,(` oat be aseJ to flit voids between n,e sprinkler cover ` O(- (G31�s 91-1718, FAX(63 j691-1718 R4035 Service hot wafer systems. Energy eonservarirm rlre bitildirig theiirral etivelopir shall comply ivilh Sections R4 2.4.f.f arrd R402.4.1.2,rife seailtig plates arsd'wdls orceilings. - e to evafm•humW In odouras detincA by Ag re R301_I slid 7■ble R3DL1.,tbt tmx. wall U-factorsh°tt not eaeecd0.360. _ f N _. _ .: ... - - ---._. a„_.. _ ..�._ I _ _- EMAIL: RDARP"ITECT@YAHQo.CQM ----- - , - OCCUPANCY OR USE IS UNLAWFUL APPROVED AS NOTED WITHOUT CERTIFICATE DATE 016 d� B.P.# 9 OF OCCUPANCY FEE NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED COMPLY WITH ALL CODES OF FOR POURED CONCRETE NEW YORK STATE & TOWN CODES 2. ROUGH-FRAMING&PLUMBING AS REQUIRED AND CONDITIONS OF 3. INSULATION 4. FINAL-CONSTRUCTION MUST SOUTHOLD TOV'!N ZBA - BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOV".'N PLANNING BOA�,D REQUIREMENTS OF THE CODES OF NEW tj SOUTHOLD TOV N TRUSTEES YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS I AY.S.DEC RETAIN STORM WATER RUNOFF DO NOT F^OCEED WITH PURSUANT TO CHAPTER 236 FRI'.lAING UNTIL SURVEY OF THE TOWN CODE. OF FOUNDATION LOCATION HAS BEEN APPROVED. r,iro 4;;p,,,ration TRUSS PLACARDING REQUIRED required as per NYS Cody ...,...�._.�.�_....M... PLUMBER CERTIFIC,, ON LEAD CONTENT"I` f :"R: All exterior lighting CERTIFICATE OF OCCUPI-,,V U Installed,replaced or SOLDER USED IN U:!A i: ; repaired shall conform SUPPLYSYSTEI.,! CAN,,,, aT to Chapter 172 EXCEED 2110 OF 11 L. "�. of the Town Code PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING, Must provide Manuals D, J and S as per NYS Energy Code Blower door and ductwo testing required. . -... - ----- i -_..__.T _ ... . . ._.. .._._._...._----- _.. • . .. _...... ...: _ _ _ � r- t i - - - v I t °�s LOT 24 '- '' Fable 3.1 f4allindschedule, ,- �r''s�, MAP OF GRANDVIEW ESTATES SOIL BORING ENERAL N07'ES: SITUATE ROY K. REISSiG �a 1. '1T�TESE I)lIAtVLNQS 1�lAVE BEEN PREPARE•D BY 1'HE UNDERSIGNED&TO TTIE BEST OF Tf TE UNDERSIGNED'S KNOW •DGE,BELIEF& /�_ Number of Numbr,of.. MAY Q 2022 FROI•T,SSi()NAL JUDGMENT ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. R301.1.1 ESIGN CRITERIA - .-..---•• r�• IN ACCORDANCE W Tfli TILE AAIERICAN tA'OOD COUNCIL Y'<FOOD FTiAAdE CONSTRUCTION MANUAL FOR ONE&TWO F - LY . tointDaiertptlon Cainmanflags Bo■N Is ( NailSpadrtg Table 3.5A - Top and Bottom Plate to Stud Lateral Connections :- '-.� �'; T_ N : ,.� ,� farwlndlaeds Exposur ORIENT ' ,.�e;f2�t saYK�?:4'-"w::::�;7-t;r'�'-•:s::sK_J.;:,In �F1tAM1N�,G�}.�1-+1'G.,.a.�t``.' c1 i;.G.. ....1,^-„-,�,,.a:'k`.,,,,",' �. ` Rafterto7opPlate IToealalled) ' (sooTabte3.4A) least MAI per Falter. • (PreserlptiveAltemative to Table 3.5) / EL� �0,0 [tOMjJobttaTopPLtyQoatolled)• (seeTsHp3.4A) (segTabhl,4A) perleht TOWN OF SOUTHOLD nAVELLITI((S(tVFC14t)24[REDITION. . SUFFOLK COUNTY NEW YORK N.T.s. PT TOPSOIL 2. ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION OF PROJECT;OR DESIGN OF ELECTRTCAL HEATING, IIATION,AIR FILED: JUNE 8,1982 0 3' CONDITIONING OR PLUMBING WORK. LiCE•NSED CONTRACTORS TO INSTALL WORK IN ACCORDANCE WITI32020 NY BUILDING, rxlllnalabttoPara)ielRattet IFaarnsltad) {seeTside3.9A) (seeTabh 39AJ erchlap ' WnnaJa[stLrpsaoerPatittlens{Fau•rlmllod) {teetab1a3.4AJ IseeTabls I.9A) eachlmp 700•yr.WtndSpeed y - � . Collar Tie toRa ter(Face•aatled) Iran Table16) IsseTa�il:3.6) partla ' 110 ' 115 SIC; 130 140 150 160 170 180 ' BloekinttoRanar(roacnned) I•Rd• 2-101 each end Stsdecortdgust(mph) `> 195 MAP No: 7083 ° BROWN PLUMBIN(I,MECIiANICALANDFUELGASCODFS. SM SILTY liim Board to Raaer(Endaaned) nAM'+ 3.16' call,end• ` J SA 3. CONCR I:CE 1;rORK SIiALL CONFORhf TO TIIE 2020 ItLSIDLNT Irli,CODE OF NYS CHAPTER 4 SECTION R•It)2 R403 AN TABLE R442.2 'lur `�Jth N _ .aftl�li I:i ')b o!j��+s:)k1tAflElfAMli(�r rF�{ ` iy`t?n�',4J+:i ?i„ <2ei vl+`'!VMr:e'z- s,'+i. P g g I ) q p se, SCTM#• 1000'-14-2-3.28 S adn Waft Het ht ft Re uired Number of 16d Common Nails or 4od Box Nulls erstud to Plate Connectlaa ND 2.5 r BEAR FOUNDATION SYSTEM ON UNDISTURBED SOIL,MIN.SOIL BEARING CAPACITY OF 2,000 PSF_ STEP CONCRETE OT1NG5& \ ` �, HIGHEST 1 FOUNDATION WALLS AS REQUIRED. CONCRETE PROTECTION FOR REINFORCING TO BE AT LEAST 3". Top plateto-fopplate(Face-nallad) Visit •Z-16c per toot Tap Platas at Intersections lFaae-palled) 4-16d S-lrn Jo1nu-each srde (in:} studio stud(Feu-nanadj 2a6a 216d 24•ong 1fi 8 2 ;2 2 z . 2• 2 2 T T• \'� 1=XPECTED BROWN d. FiNISHEII GRADE SEiALL PROVIDE POSITIVE DRAINAGE AYtirt\I'}•'JtOt,I BUILDING&NOT ONTO NEIGI•IBORiNG pROPI RTIGS.. HoadartoHaader(Fare.aall4d) 3Ed 16d 16•o,calar,gedgu 10 T T 2 2 2 2 2 T 2 3 GROUND y SAND & ELEV 4.05 Top oraattaniPlatetaStud(Endlualled) [sea7ebleMA) (see Table I.SA) per stud '_ l .ao 9atato Floorlolst,B■nd[obt,End[atst 2.164" 2-16d , per toot Table A-3.6 Ridge Tension Strap Connection Requirements for • � �' 14! WATER WV 5. 1OISTS,SCUDS,BLOCKING&BRACING SHALL BE HEA•(-FIR#2 OR BETTER,FV=70 PSi,FB-850 PSI,E=1,100,000 PSI.. , L SAWN BEAMS, "°"f •;:Wend Exposure E:I �� HEADERS,POSTS&GIRDERS,4"NOMIN SHALL BE DOUGLAS FIR-LARCH 92,FV-95 PSI,FB=825 PSI,E=1,404,004 PSI. PAiL9LL AAf aralod14ig(Face-nalled) A•L„ St'7t`f I7'% 'k `fFi*:lw'�-:L'l'tu.W-.�. .,;' i'tnoti}ZuiMt7G i�ti14�,1p?rrd'>-:_?>?31i�;}l�3ourl4=ail fznki:? (Prescrlptive AltelTtativa to Table 3.6) ', srn o„r a� wstg, t� cnoH o,,,a0.> i r►•cT,coo r- DESIGN CRITERIA FB=2800 PSI,FV-290 PSI„1;=2,000,000. A22CROLLArIS&PAILVI MS SHALL,B'E•'TRUS-JOIST MACMI LaN OR EQUAL_ Jolsttostn,Top Plate orGlrder(Tae•nalladJ 4 Ed 4.301 pertain Dead Load Asst/mptjons:Roof/Calling Assembly DL-15 psf "�dco&t;, r +Nlor oo,,oz0 / t�mturr" Air MMI eoxos, - -� ROUND SP ALL'CO BL iNSTALLEn IN ACCORDANCE WITH IviANUFACTLJRERSBPECIFICATIONS&DETAIIS. 9ridllnatoJalst(;oananedJ Z Ad Z-liir each ends t�sa'r'eCE tt HR ua 4 WATER ELE11 1.0 , ,:lockingtaidst Toe:llana,f) 2-Ad •2-SOr eachend ,700-yr.wtnd Speed _ RESIOENC�1-0 � RE67n1=t,I .Or Is S":: -0 .1 ro� WET 6. ALL.ROUGH FRAMING MEMBERS SHALL BE FRAMED,ANCI•IORED&BRACED SO AS TO DEVELOP THE STRENGTH, GIDITY& alaiWngtrisa"Tall Pleta(Toa-vaned) a i6d A-161 each block 3•setond lust(mph) 110 . 115 �13e• i3o 14D ISO' . 160 170 lap 195' N 82'10' �R � .t%, Ki I ( BROWN INTEGRITY FOR THE PURPOSE iN WHICH THEY ARE USED. NAILING CONNECTIONS SHALL BE IN ACCORDANCE WITI NAILINi3 " 40 �4" J SAND & SCHEDUL%I-ABLE 3.1 OF THE WrCA4 20 z 8 EDCCION. LadgerSWptoaeam[Fau�iafied) 3•lfid 4-36r eechJolst - - ))S '" 1 Joist onwilortdBeanIT"Illed) 3-8d 3dOt perlolst RaoISpan - ,��a ' Band Jaht taJoht lEnd-maned) 3-Iad 4-I6r per too Root Pitch' t Number at ad common Naffs ar 1__ sex N■Os In each end cif 1•{/4^Step - - pa0ppg� lY Gt A EL . . • B■nd Joist to SN or Top Plate(Tee•s,o0ed) 2.20 3-161 per foot - N . xl-t ;'t `f/G iu.�•i n:•fr:. g " +.i�:1t0 w T)I1NGe• .'1;1_f'Is.'�'c:. �; :�i�-:, ;u',iu7l.fi: ':',:tf 12 1 1 i.._- 2 '1 2-- - •-- . -... a \'�^ wEtt• (�3 '`'' .. �+ 7. AI.L STRUT C[JRAL STEEL CONNECTIONS SHALL BE'S[IvIP50N'AND/OR EQUAL l�l1 I• Il't;I:ny' ! 1�riT'ji�k. 16 I 1 2 2 2 3 3__ .. 4•' 4 S 1J1 `♦ L0r24 - "�- & ¢� JP 4.O' woad sw P■neh ad lad _ seeTab1n310) ,• 1i}:°s I�� `a''a" $";ff rI4 i ;t" , . "'s "T r 12r `As•ta3gp _'-"�-- _, a 8. WOOD IN CONTACT'W1T[I CONCRLI'E TO BE AC TREATED LUA[BEIt INSTALL TERAf1TE SHIELD WITH A POLY B LR IIUT-DIP _ :. 1 -.._. 5 2 `, Jp(2 '1` p t ..v_' ACRE ci�r1' c i °fl i f .5 l�i''11 r� t4 r-: ni'+ram''' �7+r 9s11 c1. F1lIf` 1S''' t3 u lb:. l 1 •N. !S fL d vi �r 1 9 r f t(..c''","5iurli r, .. �; t -`' `� . f 5 ': �` 'fit'( ' 1 --- ,�t s t SUFF WELL DATA SrtNCRS ON Y. ' 7 p NG mr• 1 'd s' to I OLD UN n/ GAI VANIZE[}OR STAMI ESS STEEL FA h..� - ,- . GyposoMillboard Sdcoolats • 5dcoal::s Il'edg4/10•fiet4 tl r 1 '• "d 1 '! 1 'z PAopo 11 WEILEO-167a7.t "-"� S �i�k3(11 t 7�8�, S,TS`!uh.$•`'il iQ� X':WA�SHEATFONG'jt{.`(lt.s:.,:�rl'iF'Jji 4: :I '�'f-."."n'Su 32 2 2 3 3 4 S 6 7 8 9 t IrRNE A_ 1 • �x~I " x 1 EE99�Ja I HI3IESTG.W-V_- 022(Whin010J Q 9. INSTALL FIRE-BLOCKING AT ALL AREAS RE UlR1:D AS PCR SECTION R302.11 WITH FIREBLOCKTNG MATERIALS AS PECIFIED IN SEC 36 2 3 3 4 5 6 6 7 a - 1 JEFFREy}p7-.L:oay * '� -�^+-..- f I G-WEi_CLOSESTTOTESTBOW-3.g7(41tun) R302.11.1. WoodnTutturalpaneis Ed 'IDd (iae7abla3.11) 1� Y , ' t+--�__,_ `67.86 t>IFFERENCEtHF1EVATDN-2.05 12 1 1 1 1 2 2 2 . 2 3 3 • ROOF GWELTESTBORE.tOJFry-1JN2-7ISA4rl2) Stnrcturet70,rtboetd Paneh ' _ _ ROOF -, ESTIMATED HIGHG.WJL-4AS „� 10. PROVIDE CRAWLSPACE VENTILATION AS PER CODE R408.I&JUIN.CRAWLSPACE ACCESS OF I S'W24"AS PER COD R408.4. PROVIDE • IJZ' 11le.tslv.Tooflnjnag - 3•edjs/fi`Ikld 16 1 1 1 2 2 2 3 3 3 4 lA i gt aAgO,J �""" -•� ��TGF r 1 • 10.120-a1-1n'ronaft7/16"headl - *r 1�0:15�'.i�,�:f1�f�i)i',!iw !C. TP, (Z.1r.. g�.� .;� .. n s _P":'>r 4 -- - t PROPOSED t 1 i P Ot-FILTER AC OR41N 333... F- .. 2 �e 4 4 1 t t�IPRI i 3 $� i (; F 3 _--- HIIN•[8"CLisARttNCE UNDER WOOn JOISTS&12"UNDER WOOD GIRDERS. 4:12 " , `•Ai.1 ?1�1r�ZZ�, E P;�h t,[2f•,", rat 7 i ` +c _.~ tf� n' i ii rlac' I 1 AND�sEb31 ! POaL UHR$ / aJ~.`_12E�_ aDPOyT ` __._. 21J31' 11ta.piv.Feeling not - -3"edle/6-Bald - srt•tu9t } �.,t' "t�r,:t. .: t.s3t.-F 11(-,i3 ' .�y,�3. 'mom r.e,,+�.. •• (i�..t; g OPD tJHDARFA3 'rot / e• W S'1tF�tE-: SZi!` rr'tt<,St•rf/r F. �.+f? 'rrJ .,ae• I t:...'!n -` A`i"��,G-o�3�`4 .. , yi: .�.i.�r,^�•; a IS EL . - (O.121-xl-314•Ionli3lo'headl " i%'01 U L&L..,.&Il'M l..roP..09F53 ia.,siuL`Z:�3}!_- :�Gr 22-F, 6 I L*�-•K.:J'?;' �' ruRaANCE I -- 32 2 2 2 3 4 4 5 s 6 7 $ I 1 11. PROVIbIs At'lIC VENI'ILATTQN AS PER CODE R806.1&AIIN.ATTIC ACCESS OF 22.7f30"9 S PER CODE R807.7. CON UCT A LARGER 36 2 2 3 3 4 s s 6 7 a ► L C $e OPENING IF ANY APPLIANCES ARE TO BE INSTALLED iN ATTIC TO ALLOW FOR REMOVAL AS PER M1305.1.2. WEATHE STRIP AND Gypsum wdlhaoTd 'Sd coolers Sd rnolr Y •7'edge/1D'Geld 52 { Z ' _ t t 1e�•••se rp• PROPDa to O r r t = ^,rr rc0' . t'a'o Gl� �u i~uC�'r�:'.• . t i'Yt n 1I I 1 1 I _a a eELowM ED tr INSULATE ACCESS DOORS/HATCHL'S AS PER R402.2.4. '�,. pity „JJtt. ,1R-avr.,. litiFlllOg'SHEK�{tn(_.. .rral c It. . } -+.11 :v`. 1 2 2 2 2 3 $ i3' I , 1- �"`` r +N '''PxonoT. AP" LOCK �tpr . woad Structural Panab _ . 5:12•.: 16 1 1 1 1 2 2 2 2 3 3 55tt � i tnar 1 87 N7N �"1e :'ai;:D tit ::::•-., sly. �r. v^ rr?1 F;I =n;1'•.147t':1 Y- V a!P•.rs 'r _ t a ya*nF.lYwr• §4 zz PCNO 1 ORE W �iVA . 'Ed' IOd 6'edge/11'neid l;,• ,i`t •, 1f. ;, re, r_ > ;,f _t :,' -r w Y _ ]X. INSTrtL.LSKYLIGICCSASPERR308.6 i`or taco s t2 s.• ,a kx'"!`S ;_. ( sy .2 4 AIJ( . E:12 1 ri , f ! r r+f P t 9 +, 'ft- F o is• a 1 1 _ __ _ _ tr' ;i _ ? '`P !' r 'i 1'" » ! n. t „, ' n c w 1 , i6d 6•e a 12^D Id c_. Dd i- n a T• t: 'n■ the dR "s� n .`} :��• ter n2 , � t. - 1. 2•• 1 t. �� - 3 _ 1 1 �• F QQ t i .I � b Qa• ( 1 F •t„VS. 1 r. ^fit Ig ,r O•: d ES t•_ • ra' 1 P. ra- �, , , Env s'' ' s Tf,,: , 'L r x s t k1 -r 7E -•:Fc` SF R `i2g r. 1 R'. -ry hag G 1'�rLAN 0' r .s ed a nail�+sd,edu es S D r ttlie angled .t em In I e. a to ■ w': 3. • n es nten V•N'l' i F a •i.•I••ma ■d6 a t .n•� �r of�` 1 )~ 1 ,L ANS DIRECT Y u tc■ra bared w■ she th bat, P � • n•a�. s� o r L TO TIIE RI NatOn icemen on �'� .I�'t L7CTE 12 '�ct� ��1: oFF 9°- OR 14 •l2-lit ��C�3`"' - y r•t sFtaey RR4 �Tr �..e�� 1 8 � - l 1 C �. ao0 Ft w K e u 1 Lev >. '00-W.00r E a Ra fed e!o H o I me a[the ant 2 c ed nthe emte r S a t an 3 32 B' n shca htn I n 2 Oa_ �- ! a In duced Form wa P t I !r h walsheath n b�tr m 2 � 2 beusadw e I n t 3 r to 3• 4 tt 4 0 �xr1 fig t 5 .-aL w Pie. 6 Ax u m Ear ao 1 p 1 J 'Patti '�•`l'•::: 1 1 07 A +Fem a t o a a o e lug A - ert ha0bedoubled o Itern waned rss i Fit: ■ a t a u maunlmomb s b■ at _ abtatnlil hvsha to d lee,n 10 tremenuforst 6 Je a P nR req 3 2 I 2 3 3 P O1rt! x �� r. a a s s 7 $ nice uv. �c¢at ld. F[REPLACE SHALL IiAY C TIGI ured to mdntain Ihaford path. _ _ _ _ 1 Ho.� � t � a a at�lm •• Q� f Cl'FCI`i'1NG GLASS DOORS&OUTSIDE COMBUSTION.SIR AS PER ECCC OF N.Y.S.. ALL DIAd ENSlONS FOR ' when wan 9huthins Is wndmumtt ovo'rcom,naed members,the htwletad number of nalU alu•be permuted to he redumd to _ / g "" "' 1 m'1Or;' 1 o wA<K Q J FIREPLACE,I OIJNDA'C10N&C1IIA[NEY ARE APPROX)MATE&SHALL BE COORDINATED WITH THE CONTRACTOR INS AL.L.ZERO- _ a Q• CLEARANCE FIREPLACES MEETING ALL MANUFACTURERS SPECIFICATIONS. FACTORY BUILT FIREPLACES SHALL TE TED IN . I-Isd liars aerfoot, _,_,; Table 3.9A .'Rafter Cellin Joist Heel Joint Connection Requirements 1 lima ! 4 a m ACCORDANC1:tVITII UL127&SECTIONS RI004,RI005&R100G.. Table s.xB Bottom Plate to Foundation Connections{Anchor '` ; , (Prescrlptive Altemative to Table 3,9j J _ EXP694 re 1 r _.. . Bolts}Resisting La#oral and Shear Loads from Wind p Roof itva Load , Ground Snow toad -t I 6pr j �a-o.-se, AVow off, 1 15. WINDOWS TO BE MANUFACTURED BY'ANDERSEN'-400 SERIES;TYPE&SiZE AS NOTED ON FLOOR PLANS. IPtescrlptive lutemat(ve to Table 312) B a n d C - ...• 20 psi 30 psf 50 psf 7p ps{ 4 1 t a.pROPOaED -I Roof Spun ill) - 1t �rma.Fol o a 4 °q 8t27r4 `� f 1 G. INSTALL BRIDGING BIrI W EEN JOISTS,AIA}s 7'-0"O.C. 7' 12 24 36 12 24 36 12 2a 36 iz z4 36 N t - GRAto I //� J > t � 17. W ALL SURROUNDING ALL TUBS&SHOWERS SHALL BE COVERED WTCH'h"WATER RESISTANT GYPSUM WALL B For Exposures b&•Tend all Wind Speeds i a / lu O D. Madmum Anchor bolt Raflsr Z 1 r7 t so„a 0 RAnE [j Raker Slope' Required Number of l6d Common or QOd•box Nails per Heel Joint[nnnectlon''''' J Ropp Q t Anchor Bolt Dt■m■trr{In.) t et spa n 11n) r--I Spacing(In.} J OFFAIN ,--••,9 �" "�-.__ J I-_!h__ J g Q }a 1 18. Al_L GL r1Z[NG SLJSIECI'TO IIUA4AN IMPACT S(iALL BE SAFLTIr GLAZING. THIS INCLUDES BUT 1S NOT LIMITED TO LAZING IN 1/2". 31 li 3 S 6 3 6 9 5 -- 9 13 6 1T 17 S 82.10�40" _ "``--t._ D sox F--,r__ x `j► j DOORS,GLAZING WITHIN 24"OF DOORS&GLAZING WITHIN'I R"OF FINISHED FLOORS. SCE SECTION R30R. 5Jg^. a8 31Z id• 4 .7 10 4 B 12 6 12 17 .B 15 T3 `'` �' - t p1RENCa l`� }-__I "" O ! 19. INSTALL SINGLE STATION SMOKE DETECTING AL ARIvt SY�STEh & � .;12� 3 4 6 .3. ..5 7 -4 •7 10 - 5 9 13- -�`��•.._1 NP '` W � � 111 - �..._. _.__.-......_ .._.._.. _ I Prescriptive limits are based on assumptions in Tattle 3.2. Z Vvhen anchat baits are used to resist upfitt,lateral,and shearloads,the maximum anchor tall spacing shall not exceed Id • 3 5 B 3 6 4 S 9 13 , 6 12 17 ir0°t�-m'et0Mm o s� �`i"-�" a N+N 4'R- -- -_ .-_ - skvtsgyr as 20D'r"r ear b TO PL o f STATE&LOCAL CODES. SEE SECTION R314&R315. SMOKE IaETECTORS SHALL 8E 1NTDALLE OUTBID EACH SLElA1N G WAREA,INL the lesserof the tabulated vatdas for uplift loads(1'ahle 3.20 o►lateral and shear loads fT ble 3.2Bj.For other anchor 12 3 - 3' 5 3 4 6 3 _ 6 8 - 4 7 11 ra b,�,w'aae0. ,U,Y TRI�sO� ntEATM RO ACTfOpJ,Oyioa; f EACH BEDROOM&AT EACH FLOOR LEVEL INCLUDING BASEIv1EN1: FIARDWIRE ENTIRE SYSTE1v WITH BATTERY BAC -UP, SMIOKE HO r�•tor is Vt*r co wrwT£AN L ..� ;_ V AIARMS AND HEAT DETECTION SHALL COMPLY WITH NFPA 72. CAR13ON MONOXiDE AL ARMS SHALL MEET SEC.915 0•THE 2020 FIRE bolt Ilmltatlons sae Section 3.Z 1.7 and 3.2 2 3.' 16 3 4 6 3 5 ? 4 7 11 5 9 14 VACA NFFFOL PAN *---x- A _r_ .5:i2 ___ �_ - - _ - - - _ Nr EL F' n CODE OF NYS. BLtrraq !J v' I r4drAe. 407" AAC_A =� +75rl Exposure � i� 3"� -3 r�4 3 3 4- -3` 4 6_ 3 'S B' � 20. RAILING lIETGH7'(AS PER R3 T2)AT BALCONIES,DECKS,PtpRCIIES ANb1pR LANDINGS TO BE A k+tIN1IMLJA•I OF 36". O • 1NG Table 3,2C SIII or Bottom Plata to Foundation Connections +I • . ' :(Anchtzr Bolts)Rests#ink UlslIft Loads from Wind 7.s2 t6 . 3 3 s. 3 a 5 3 s a a. 7 1G. T IQ . - .. ---.-. t .._ .., _.__._. ..-.__-. _ _- IJMITATION 12 1 ) FIALL NOT Ha,VE OPENINGS T AILLOW P S l (Prescrlptive Attemative tO Table 3 2) ffi 12 3 3 3 3 3 3 . 3 3 5 3 q 6 0 - • - AS a GE OF SPHERE 2.07' 10 I dT'r4tL 'fir � rs./Q-•-lrf�I7�lft71J�" S(Il3 3 S TTiA A DL41vIET'ER 16 3 3 4 3 3 4 3 4 6 3 5 8 i Tod-yt,wind Speed 3-second just[mph) '130' its +12o I3D 14D l5p 16D 170 100 •1ss•j I• ,_- y:12 - -- S r 0 l C - A 0 21. DOUBLC ALL JOISTS OW PARALLEL PART 5. a _.__= • -_. -. POIN F a t;)NNi1V I 01,67L.44 i P a� �27 5� ITION ?l -- • 12 3 3 3 3 .•:,},3 3 3 3 4 '3 3 I � 1 ' BEL s 22. INSTALL A 3/+l IiOUR FIRE RESISTANCE RATING'SEPi1RATIION'BETWEENRESIDENCE&GARAGE(GARAGE SiDE)ASP R SECTION is 3 3 3 3 a 3 3 3 5' 3 4 6 I �� It302.6, INSTALL 5/8"TYPE X GYPSUIvt WALLBOARD TO CEILINGS&WALLS. DOOR BETWEEN GARAGE&RESIDENCE 51 BE SELF Sin or 6onom Plate to Foundation Anrh;r Plata • u -'I . r C�'�' Galt[onneatan Rcshtlnj Stu Foimdaaon Suppwtlnt Moatmum,_aehor AoltSpar]n j(fn) 12112 _ - f �r�,.y� a=» B End Zones .` ; Table 3.20 Roof SheaChirig Attachment.Requlrementsfcr W[nd " -_ . . (f � r`''"� �� -r CLOSING,TIGHT FITTING&WITH A FIRE PROTECTION RATING OF Vi HOUR RATING, 13storles 72 71 s7 43 3s 30 27 z4' z2 zo - EXposure� _) NOTES - - Loads A ) ) A,,•! °gig', Cn 23. STAIR SHALL BE MIN.36"WIDE WITH MAX.8"RISER&MIN.9"TREAD. HANDRAIL TO BE 34"-3g"ABOVE NOSING. E CLOSED 2r4 �nteTlorZones j'�• _ 1. ELEVATION DATA BASED ON NAVD 1988 ._.�. - ' UpnR loads I-3 stories 7I 72r 66 SO . 'E 3s 31 2H ' 2fi z3• f ROP05ED T R tAR>; X GYP.BD.OVER FRAI�IIN ) N HEAD AT ALL 8'End lanes 7Dp.yr,yyind 5peeJ 3 fecund gust(mph} J30 1L5 (118� 130 14a 1S0 76D 170 280 I45 e+r��.�..a --- SYSTEM DESIGN CALCULATIONS 1 SJ''�. /�.•t��.�,� S Al AS SIiALL BL 6-8 SECTIONE HOUR CONSTRUCTION 5/8"TYPE G. TIN. RO M ' 2xe 1-3ltmles 72: 72 5R 51 42 36 32 Is z6 23 '' 2. NO NEIGHBOR)NG WELL WITHIN 950'OF P USABLE SPACE UNDER STAIR ( . ntetlarZoner = STRUCrURALSHEATHING SANITARY SYSTEM �j .r``� s R31 l.T,. Iv[AICIIvILJM RISER 8 Y.". 2 lI 72 60 49 42 37 34 31 27'.• `� 110GAl1DAYx5RtpR00M1-550GAl/0AY rrJ / - - ~ 2d. PATCH&REPAIR ALL EXISTING WORK TO REiv1AIN&AS RE UiRED BY NEW CONSTRUCTION Iv1ATCHBIG TALL 1v1A7 E & 55oGAWAYft3(GAUDAYISF)-367SF l .✓ .r eQ id Stories 7 E F .E F E F E F E F E F E F -E F E F E F �� tNO��iJNh V / Q Rafter/Truss � . ' 3. NO EXISTING NEIGHBORING SANITARY SYSTEMS 71INVIS EFitEOLMM-419GAls _ Tetfle A-3.4 tJpilft Strap Connection Rli-titreliT�nts(Roof-to•Wa11; EX OSerre�' ' Framing nalter/Truat ;-,r i l CONDITONs. �_ p a+a. shaathing Lontlon Maximum Nall Spadng tar ed Common Halls or iOd Box NaOs ilnrhes,o.t) ti WITHIN 150'OF PROPOSED WELL °UNRS PRt7V10FA^479 GALS Wall-to-Wall,and Wall-to-Foundation) ;;" :1 specific spadne iln.) _.. __ .. 25 SLEI P ROOiviS&OTHER TDIBTCABLE SPACES SHALL HE.PROVIDED WITH EGRESS WINDOWS&DOORS AS PER S ON R310. ar •Gmvlty,G _ . , -.. . . .- __..,... �. 1NG E TI �,r OF N E[ly Y • - r�471s JA x I�.� p 26. WHERE CEILI�IQ JOISTS ARE PE12pENDICULAI2 TO 12A1TERS PROVIDE METAL ST12AP TIES®48"O.0 ACROSS 3 JOIST PACES&SOLID I - (Prescriptiva Alternative to Table 3,4). p-ad Load Assumptions:Roof/C 3111ng Assembly DL••I5 psf iz 6 12 6 i2 6 12 6 s2 6 12 6 1Z 6 i2 6 12 6 12 b 1 "' o a9 16 6 12 6 12 6 s2 6 12 ,6 12 6 12 6 12 6 12 6 lI 6 1� • 70Dyt.Windspeed 110' 315 '120' 13a 140 ISO 16D iio 180 195 �j I 12 - 6 1I 6 12 6 12 6=12 6 12 6 12 '6 12 6 12 6 12 6' "-" BLOCIING. 3•sacond st mphl _ ` y'` t lnterlar7ana D 42 is 6 1f 6 12 6 ;2 6 i2 6 12 6 12 6 1z s si 6 32, 6 1 �� ky '�` �' 27. ALL DECK LUMBER SHALL BE ACQ TREATED LUMBER&SECURING NAILS,SCREWS,BOLTS&OTHER HARDtVARF T HOT-DIPPED ' Roof Span Numberat Ad common Nine,cried 1 ox Halls ..;F,' t 12' 6 12 6 12 6 12 6 12 6 ,12 6 12 6 lI 6 & 6 6 6, .6 Framing Spadng Iln•) 1H•1 In Each End of 1-1/4"x 2Q jlaga Sin,,am•° _ r! 6 '6 •12 6 1 6 12 6 12 6 12 6 5 6 6 6 6 6 6 6 GALVANIZED OR STAINLESS STEEL „ ___ i _: _ � .g __ "" a iz 6 lI 6 12 6 12 6 •32 6 6 6 6 6 6 .6 6 6• 6 6 "k� y THE CS L ALL NECESSARY FLASHING AS REQUIRED FOR WEATITER PROTECTION&AS SPECII7CD IN ALL PERTAIN1Ti SECTIONS.OF i1 . i . 2 2 2 2 3 3 16 6 12 , 12 6 12 6 6 6 6' 6 6 6 6 S' 6 4 4- 4 T 16 1 --1 1 2 2 2 3 • 4 4 PerlmitterEdgeZonn 0.42 .18,2 6'3I 6 6 .6 •6 g 6 6 6 6 6 4 4' a 4 t 4 3 , 1 - ' - ' , i -a- ` 1 LV 1 ? ! 6 �6 6 6 - 6 6 6 6 4 4•r T T �'l�T ��r�'('� ENGINE=_nrNG6 sue' 16 $I 'l i t r Sur, v !(' Off? 1 , r 1 Gable Endwall bake ar 0.49 SHEET Jl S L it 31�e D Y Y L�IE I 1 AN[t SURVIVING ass �yil'�. /1/p $�9�j �� , 29. INSTALL 5/8"TYPE X GYPSUbI BOARA TO CELL1NG r1T BOi'L R.AREA, . 0 t+ fl ll•1kl' �;� '� `t" aakeTnris with up col' 5$5 GRANbViEW RR. eHlT6 09 f+s.'2i 8. (t'.kfi Fw�.,G:'�i Hp�ssr 5,� ( ./� 30. INSTALL WATERPROOFING TO FOLRVDATION SYSTEM AS PER SECTIONR406. 32 1 2 Z 2 3 4 4 5 6 . 7 t Raka Overhang a.42 . 6 6 6 6 - 6 4 4 4 3 3 j TOWN OF SOU7H01JJ $ ! _ CIVA DtGAe=&taw-Sr7>eR.tNMD-S'k4t�YxxO DRAYM aY_ N?� 1 ? CK BY €tI1T 36 2 2 .2 3 3 4 5 6 7 ' _ r suFFOLK courirlr,tQl' SITE PLAN . �or� �,p,1e,b„ 31. ALL WORK DURING CONSTRUCTION E:QSTING&rJOR PROPOSED,SHALL BE.BRACED&SECURED BY CONT CTOR Tp • --. _ . . • - ,___. _,.. ' `m SCTMR.'i000-14,2328 rsrcwresur�sunea _ __, Hou0hX KNYTrrst Rt1110t1s SIGNATURE-ERIC ^Table 3,4A Rafter and/or Calling Joist to lop Plate Lateral anti EXposulrE'�' . Ta. a 3-li Walt Sheathing and Cladding A#tachment 9J[posure B , Requirements far Wind ding •. OF 1 T o�°�° PREVENT DAMAGE OR COLLAPSE TO SAID STRUCTURE Shear Connection Regulromants ;{` Sum-Raam�-Cm NYS LIC.#098693 (Prescrlptive Altemative to Table 3.4) - : .. .... .-_ __._ COhtTJ2ACTOR SHALL CHECi{&VERITY ALL DIMENSIONS&;CONDITIONS AT TIIE JOB SITJr. THE OWNER&/OR BUI DER ARE �� - - RESPONSIBLE IFOR VERE:PING ALL SITE&SOIL CONDITIONS ABOVE&BELOW PRIOR TO ALL CONSTRUCTION. ' .11 700•yr.wind Speed 3aecand gust(mph) 1310 ! 115 120� 130 14a 150 160 170 Ito 145 _- _^ - -� - t - , -.✓^ 700-yr.Wind Speed . _ 110,; Its ' 'i•I20; 130 .140 ISO i8D 17D 180 195 STRUCTURALSHtATHING 3-second ust m h E F E F E F• .E F E F E F E F -E F E F E F•: .... .- _.... . . . ...._-.. -...- .. .- - _- .._--..-. - EG-S RECOIL'R r,ODS THAT BLIILDING STRUCTURE bIGCIGS,PARCHES,ADDITIONS&POOL LOCATIONS BE RIIIED B Watt Number ofBdCommanNaliSofjoaBc: Nells(Toenalled) studspdnl - - ___.-___.._______.._._.,___-_._..... ..___._-._._ _ . ENORE EDINGWITII� Ratter/Caning Iolst CIi1T • Nelght Sltddlh)ng lautlons M■xlmum N■It Sp■riteglor Bd Common Hrlb or 10d Box NaOS(Inches,o.c.)''', SECTION 301 '' _ -•-I�ICENSED•SIJRVEYOR FOR PROPER SI;TBtt,CK 3zIFQUIREtVIEN'I'$B pROCE+ Y A Spadng(in.} Required In Each RafterandjcrCeilingJoist to'op Plate Connectton''T'''' „ riches,o.o) DESIGN CRt P.IA SECTION R303 C O _Rau CSNT57`12UCTION. ft 3 72 6 12 6 12 6 lI s 12 6 12 6 it 6 2I s 12 a 12 6 12' LIGHT,VENTILATION AND H EATING _ SMOKE ALARMS ARCHITECT RECOMMENDS THAT ALL HVAC&PLUMBING RUNS BE VERIFIED BY SUPPLIER&INSTALLER CONSTRUCTION TO INSURE THAT THE STRUCTURAL INTEGRITY OF ALL F BEFORE HGINN[ING 8 2 T 2 T 3 3 3 3 3 roledorZame 1s 6 32 6 12 6 12 g 12 s 22 6 12 6 �; 6 1? 6 12 6 12j R301.1 A lication. Buildings nd structures, and pans 2. At:interconnections between eoncenled'vertical and R343.1 Habltahle rooms.'Habitable rooms shall have an '11311.7 Stairways it31d.I General.Smoke aliuTJts'shall comply wide NFPA 72 RADIING MEhIBERSARE NOT C0111PROiv BED. �2' • 10 2 2 2 • 2 ' • 3 3 3 3 3 3 i 12 6 12 6 12 6 12 .6 12 s iz 6 12 6 12 6 12 6 s2 6 1?L thereof, s 11A be constructed to safely support all loads, and Section F314. hoif2ontai spaces such as exxur at soff ts,drop ceilings aggregate glazing area of not less than 8 percent of the floor R31L7.1'WidtJs_ Stairways shall 'be oat toss then 36' VERIFY ALL DJI4IENSIONS-ALL 1VItITTEN DJItIENSIQN5 TAI{E PRECEDENC>;OVER SCALED D a 2 . 2 2 -3 3 3 3 3 3 3 ; including' d cads,live loads,ro�if loads,flood loads,snow " 6 3 a ParlmatuEdteAnne 1s 6 JZ 6 Iz •6 32 6 37 6 12 6 22 6 12 6 II 6 12 6 6 and cove ceilings. area of such rooms.Nfitural vererflatian shall be throw h Ivin- ` _ g ,inclics(9I4 mrp)in clear width at oil points above the er- 1t9Id.1.1 l.tstings.Smoke nlnims shell be listed in Bepar- RAWINGS, 1 io 2 :•2 T 3 3 3 3 3 r 1 _ loads, win to s and seismic to de, as prescribed by this ceuled s aces between sTafr atria ere,at the top dows,skylights,doors•louvers or otherapproved openings to milted handrail height and below i e aired liee,jTo. dance will UL 217.Combinalion smoke and carbon man- NO PART OF THESE ARCHITECTURAL DRAWINGS ___... . - . - :.._ : :T code.The onstfuction of buildin sand structures in accor- 3. In con P g the outdoor air.Such o enin s shall be rovided with read re9 t ccordance with UL 21T $> BE REPRODUCED OR ALTERED WITHOUT WRITTEN PERM SSION BY "'--' '" ear Wall'.Mserabl Allowable Unit Shear Capacities,Maxitnum Shaar Wali � and bottom of the run. Enclosed spaces under stairs P g P Y height tinndrtiils shall not project orolthan 41,inches Oxide nlarns shalt be listen Ina RAY pONER,ARCHITECT- THESE DRAWINGS&DOCUMENTS WITH Table 347D Sh y dance with the ro isions of this c de shall result in a s stem access or shall otherwise be rendil controllable b the build- - THI;UNJ)ERLYLNG OWNERS NA1t3E&ADDRESS A$A "^ P Y Y Y (1 Id mrn) on either side a(the staicwgy,and'the clear and UL 2C34. LEGAL&BINDING CONTRACT BETWEEN THE OWNER&ARCHITECT. UNAUTHORIZED ALT Table 3.4H Shear Walls Resisting Uplift and Shea EXpOSurel. B se);ment Aspect ltatlos,•alid Sheathing i�Fpe AiiJustments shall comply with Section 123t)-7. . !3.4 , that provi a complete load pa h that meets the require- ini;Occupants.The openable aren to the outdoors shall be not width Of the stairway at and Belo tlle'handrail height• R314.2 What•e re Hired.Smoke alarms shall be-provided In DRAWINGS&DOCUMENTS IS A VJOI,ATION OF THE NYS EAU ERATIONS OR AI}D1TI0 S TO THESE (PrescriptiveAltemativetoTable ). , ments for he transfe of loads rn their point of Origin 4. At openings around 'vents, pipes,.duets, cbbics and less than 4 percent of the floor area being ventilated, q , including treads and)findings,shall c not Less than 31'!, accordance with this section. _ CATION F,AW. COP11"sS OF TH1SE DOCUMENTS NOT II NG THE ,, through th load-resistin element to the foundation.Build- Wires fit ceiling and floor level,with an apprared mate- _ ARCHITECTS ORIGINAL SEAT,AND SIGNATURE SHALL NOT 8)r USED IN A1YY WAY, +�: 0 110 150 160 170 IBO 195` ASOUnitShear MaxlmumShear C 115 •12F 13 in sands ctures consttu led as rescribed b this code are riel to resist the free passage of flame and products of It3033 Bathrooms.Battiraoms,water closet compartments tactics(787 enm)where a handrail f installed on one side R334.2,1 New Lroiistruetton.Smoke alartns stititi Ise pro:' ?00- r.Wind S eed 3-second tut m h 1 t egad of Walt WaR Segment SheathingType • g Y eod.27 inches 6 e .Err, •• tY combustion. The material filling this annular apace and 6thersimilarrooms shall be provided with aggregateg)az- . (98 mm)where hnn rails J1re prnvfdrd on vided fn dive ling irnlrs. ALL IIUILDINi�S 1VTTHIN!QNE MILE FROM THE OCEAN,BAY OR SOUND ARE IN THE WIND-BORNE DEBRIS REGION Ut To Se Bottatn of• r••r. rat r :t;;.li:.P',•:1:••:I•__t.r.l Ad)ustmant Factor• deemed t0 amply with the quire ants of this section. 2 both sides. _ THE GLAZED OPEMNGS ON THE STRUCTURE Q 12JNC al P Exterior W$Il Sheat111ligf:;:„ ' -e=r NbIls and spacing AsiernblY IPIf! Aspect Ratio . Woad 5tructurai Penal shear W I shall not be required to meet ilia ASTM l 13fi require- iTig•ersa•in windows of not less than 3 square feat(13 m), R31d.2.Z A leratlon9 re all' and additions. Where WI H TTACH D T WITH CLASS MEETING THE LARGE)vIISSTLE TEST Panel Nalil.ng ? 'gequirementa TAR d SeBm1c wind Selsmle Wind Selsm(e R301.I. Alternative provJ ions.As an alternative to the meals I one-half of which must be opennble, Exceptftini The width of spiral talrways shalt be in ` P ern» occelr CERTIFICATION OR$TRUCTURAL SIIUTTERS 4V1Tli[AT7ACHT$DHARDWARE AS PER CODE,ORCONSTRUCT'/,"PLY' OOD afie'rattaris,repairs or addf(iartc requiring n p t TO PROTECT WIND_OW_S AGAINST 1VMD FORCES AS PER COI}IC R30i.2-1 P JlequlremPnts Requtramemts I s " Interior WallSlteathing n - - _ - Maxlmum Roof span(ft) require ertts in Section R301. , the following standards , accordance with Section R311.7.I0.1. _ __ 5. For the Ctieblilc!ing of chimneys and fireplacdg, sec l:xcepUoir:Tlte.glnzed areas shall'not Tic tegtiired where or where an°or more sleeping roams arc added fir created SECUREPANEL$TO RESIDENCE WITH FA FIVERS AS Nail (' 1 z^Gypsum Wallboard unbtockod}, 5d cooler nails- t are pe itted subject to the limi lions of this code and the artificial Ii ht and a local exhaust s stem are rovided. R3117.2 Headroom.The hesdroo to stfiirwa s shall be 8 P>rR SCHEDULE TABLE R301�.1 2`OWNER TO MAINTAIN PANELS ON-SITE. - ' / ( 100 100 15:1 i S:1 4 36 7.77 Section R1003.T9. 1= Y P Y in exiating d vrilin s thb individual dtvetlfrt irnir shall be Sheathing Shear Walt Raws of SP13drig ' maximum stud spacing 16-an center 7'edge spxdng limitatio s therein. Where en neered design is used in g q E---- - s"DFAME7ER . NaTEIn Nails - Tha minimum 10ca1 exhaust reties shall be deteriiiined in not lets than 6 fee!8•inches(2033 m}measured verti- ui ed will smoke alarms located as re wired for new Thickness 8 to - :u.n: -i .. conjune on with these stands ,the design shall comply 6:Flreblocking of cornices of ti tWafamily du�ellirtg is ccordance with Section MISO7. . xhausL air,from the call from thti sla line ad oinin the arced nosin or ,d PP ' ' -)- _ _ _ - tjtT irlr"re ire ia'dfAsjleathlnk Blaelfde(r:: 1iga.gbtv:iaoting' P Y t ) __ �x�rT�r A 1t�r. fit' i with the uildfn Code a Nelv ark State. aired at the line of dtvetEfng Jtnit separaGan g dt1'e/IIFFBs• HESE D�Arr Jl1�I GS t�l�ter IN 6 O B or a • 4 - - - ,r,a(,}mu"' i�''°"dfn i6"tin��entar };:?•:not[■=31}edge spaclnfi g f !�9 aparxi shoit be exhausted direc ly to the outdoors. from the floor surface pf the landing or plafforrri on that 1d.3 Locallon.Srtioka a1pnns shall be iristu(fed in'tie foT- -. ' Bd Common 1 3 36' 3Z 24 12 pn dit,"d g - I 15/32" ! cod " 't• ;;r-••-= x c 1. A C Wood Frame Corrsrrstc[ian Manua► CM . .R307-11.1 kireblacking materials.Except as provided in R303.4 1Nncharitcfil ventilation. Where.the air inGltrntion. portion of the stairway`_ • , COMPLIANCE WITH' P Nails 4 Panel - - _ _ ;" ) 24 12 -�I :3 I" /16",• hift ,giln Wdoi nL,`E�ilcti,ra[panPJt. .ed camiifoq nail's- ection 02.11 Item 4 fimblocking shall consist of the; ecles of 6 36 32 1.,7 . .I,ij.• , ,. ,,r, - S R3 4 b f lowing lti@atians: • ' • with sp d s'Eicln•16 Dn centtsr, ,bdga s adn rate of a dtvelffng unit is S air changes per hour or foss where Tf311.7.5 Slati trends and risers.Stair treads cad riserE •' a„t, ,u, nEFtEcttvx■rrrlTe + edge spacing and Z, 4 36 36 36 36 6 32 "28 20 16 1T (Blocked);maximupl pu p._8 f P 4 _ 2. 1 Standard for COfd- crated Steel Framing-- following molcrials. i, In each sleeping mom 2024 NYS BUILDING CODE Iles having - -- , tested*1th a blower door at ii pressure of 0.2 inch w.c(50 Pa) shalt meet thq requiremehts of this cctida.For the pur- ►.mane•,., P 12 field spacing - . 3 . 36. 36 36 36 6' 36 36 36 • 32 ZA P scrfptive Method for One- and Tsro-Fanrflp GLO.49 t D,•ellfn s /AISI 5230. T. Two-inch(5l tirm)nominal lumbrs fri accortlnnce with Section N1102,4.I.2, the,dweflLtg unit poses of this Aection, dimensions and dimensloaed sur- 2 Outaidm each separate steeping area in the immediate • 2a20 $ RESII}ENTIAL(,ODE i S ( ) • , 2. Two thicknesses of I-inch(25.4 Rim)nominal turn shall be provided Willi whale-hduse mechanical ventilation in faces Aljatl be exclusive Gf carpets,rvs ar runners.• vieiit[t)'of the bedrooms,; • 2020 NYS EXISTING B • ' ' TAB[?R901.6' . • TABLE R402,Z 3. IC Standard on the De ign turd Constniction of necordonce with3eciion M15073: 1t311.7 .2 Risers.The riser het t shall be not moia 3. On eai:h addhioaal story Of the dtPelling, including UII DIlVG CODE _� _ ,t: , MINIMUM UNIFORMLY ASTIPBUTED'UVE LOADS M1N1MUM BpEC1F1EO COMPRE8SIVE STRENGTH OF CONCRETE bar with broke»lap joints ,6 $ Lo Structures ICC 400. TABLE R301.2,1.2 {In pounds i•ar■ uata.1001) 1 M 9peC1F1Ea COMPnE86Wa 8 tENOYH'r . ( ) _ __ v . • od strut-' "SECTION R310' • than 71/�incfies(196 mm).The cis r shall Ala measuted balartrnts and lrabltable auks anti not including crawl 2020 NYS ENERGY CONSERVATIOI�T CODE WINpBORNE DEBRIS PROTECTION FASTENING M ( ') _ - - 3. One thickness of ,/I-inch(18.3 mid)wo . v vtxticall between lendIn ed'ex o tiie ad scent treads. spaces and uninhsbfiable atrics.'In dtt=eflings or dtvelb • BCHEDULE FOii WOOD STRUCTURAL PANE1..8'•�'•' USE LIVE L0A0 , , sYre.on LoaATlarl of coNCneTECoNs7pueTtott We.nterinp Poten11a1! R301.2. ,2.1 Weights of inaterlais.Averngo dead - Aural panels with joints bocLeti by, t,�inch{1B3 EMERGEi4CY ESCAPE AND RESCUE OPENINGS Y g g 2020 NYS FIRE CODE --� The,greatest riser height within an flight bf stairs shall. fag un;is with split levels and without fin intecvening ji41°. Unlnbnbliabla nlllci withoutatI.age 10 1lepnptblr Moderate Bweri ,lands A Il not exceed IS auntie, er square Coot , mm wood structural anels. R310.1 Emer enc escit a and rescue's enin is ulred. 3 a smoke alarm • • - - - - • P P ) -- - . - g Y P P g q -_not exceed the smallest by more ihlia / Inch(03 mm).; door A.etween the adjacenf,levels, 2020 NYS PLUMBING CODE I . a of 4 reel< E feat t >w i , R I _ P ■ EASCITI- n TD 14cat - 2 tJ0 . ?.,500 2 SiHlr (720 i'n Ca!the combined roof rid ceilin 1 Dasett eras'fia6flgble attics and eve' siee in room SHDA -I a adjacent FABTENERTYPE ■ anal■ an anel'a pan Unitthdbllobl'e attics whit lftnit,•1 alatnge - - _ _ a n 5 p p p F t walls fnundatlnns and Other cOncrde not eiposcd le the h ,5 g d 'One thickness of (�lr.!h (19.1 mm) particleboard rY P g 3,7.5,2 x reads.The trend de th shell be'nol less installed on Ult tipper level shall svfflce forth J - __ r P Dnsamen b11es(o a horizontal ro'ection or 10 ourtds er 1 have not.less than one o erab a emer en esca a and rescue It31 P e s Tess than 1 ! 202�NYS�Cf+�AA . 4 l.el S a loaf S a rant Hn6llable al►Tcs and allies lervr I with Jl led of airs' 30 1 slobtandinlerlurBlob%00grnde,exceplgatsgepoorptxbs ! 2,500 2,500• 2,500E ? P J P P with joints backed by I�inch (19.1 mJn)particle ,p ! g .cy P tllari 10 inches 4 mm The tread de th eholl be mea- lower'avcl provided that the lower lev I i I C�b� IIasemad s titue f at 480 Pa)for floor as emblies,exec t as o enin Where basmnurts contain lino oc mart slee m ) 1 .P 1 Na,8 woad screw based .q ( P P g> P I; ont'full sic below the u er level. ' • 6 0 B Datconlw(dxlerlor)anti decks ( ! A0 I walk fouudatitHt walls,exit rldr wnllt and other vcnical rnncrale T,500 3,000' 3,OD0t Turther[i (led b Section R30L".Dead loads for beard'' . anchor witd2-inch embedment 1 1 Dneem.n y .• rooms,.Ifn emergency escape and rescue opening ;hall fie cured harizontaily between the ve 'cal planes of the, _ F} PP 2020 NYS FUEL GAS CODE ten th arisen re, I 4D work ex used lb the weadinrI ! walls ab v rade hall dal tsx 5. QOe-half-ineh'(12.7 mm)gypsum liaerd ' u d' vac sloe ]n room.E farerriost projection.Of adjacent tr ds'rind at a right 4. Smoke alarms shall be:installed ii6t less'lfion 3 teet • 2020 g Fit P.. p e g A - 4� ad to Ibeweather,anti garx a noar r.i rr' . req ire in h p g mergency escape acid res- an le to•the trend's leadirig M e. The atest tread (9l4 mm)horizontally from the'door dr opening of a ' NYS PROPERTY MAINTENANCE CODE od crew boxed r- ea eo' Ft slabs end steps cxpor F 2,51]<1 • 3,OOOa 3.500' _ i Cue o emu shall o en diti ell 'fn g g , Ho.l0 wo s T00 porch e -bat3ed inillboard. to a ublic•wa or to a e rna ( 6' e- uarter"rich 6.4 mm cam fit J;s d e, I n i Y d anill,an call P P • Ouas s ) u for q ( ) 11. Yr ill 1. �e otinds er a ware foot 20 P q ' , e 1es's is Fl e n 'O show u th . anchorwlth2-inchembedmant f. t2 4 (qbe• ' P !i q n . ) I dc�th'within ahf flight of stairs s all not exceed the . badiraluri drat coatdms abathtub-r r n 20I8 WFCM& CO�IMEN'I'ARY Guard in•Gll cam onenft '! • 5 • -. . . -, _ ext 'or light-frame Wood,ells. _ 7_:i3stts Or blankets of mineral wool Or }ass fibs or Yard or court that opens To a piJblic way.• '• 3 ! ; ,,STROKE . length, p, .. _ .. g smallet py maid than 1,(ach(9S,mm). wont¢preve9t placement of a smoke alarm required by I • The eenstracvoa type • so' ' TAtiLE R401.4.1' ) other a rnvad Tnfituials installed in such a manner 1t 310 Z EJRergency escape and rescue openings.EilJrsgency --- -- rr -•- - Secilmi R314.3..'.' � 2017 NFI}A 70 : NATIONAL E�ECTRIC CODErn� dasrgnatlon shatr he l,-Ineltiogacrewbesedanahac 16 16 16 Falsengervehide garages' ! , I 2 Fo rteen pounds per squ foci(670 Pe)For pp ' „ . �i T.-- _ C Willi2•inchemtsednientlenglh PRESUMPTIVELOAD•B RiNq "rn1 esca .and rescue o enin s spat)have mittImutn dtmensiiins R311.7.8$atidrdils,Hfindrnil2 Shalllbd provided an not. i lyv'' `I indicatetheconstru RoOinr other than dceping rtx ns I , q0•, ; VALUES OP FOUNDATION M TkRIALs' ( ext rior light-frame cold-fo ed steel walla. es to be securely retained In place !'e P g 1 eo irlelcate the taoaswetron For S!:I lncha 25A mm,t fmd-704.8 mm,I p6and-4.448 N,• less than oneside of Bach Continuous run of trends orflight t mna erhoura0.4.17 n,h SlaepingToomc I , ; 30 LenaaBAnfNG .. 3. Te pounds square fool-(490 Pa)for in le- 8. Cellulose insulation installed as tested in accordance as specified In this section. r ! P with four Or more tigers, 'SECTION R315 elasslacauon or the a. rGlatablafstiuedon190n11ru11tmaleJetignwindspenls,V,aande33• .i� ClAEa0PM14Ar�nIAL PnRBnUn! r70 )i ht-frnmewoodwalls, withASTMElI9OrUi:263,forthespecificappli- R3JO.Z.3 Min(nium Opetting area. Bmergeney and CARBON MONOXIDEALAAMS -� ` DE5iGltATIONFo STRUCTURAL •' section 002 of the BCNY9 1 Stairs ( 1p. p plr.quue raps) g cation. 'escape rescue openings shall have a net clear Opening of R313.7.$.1 33e1J;hL Handrail het G measured verti- COMPONENTS AT ARE'bF footmeen roojhctjh4 q, auntie, s ware foot(240 Pa)fbr Jnle- call from tha'slo ed lane ad'ornin the tread nosin or [NY) 1231:i.1 General. Carbon monoxide alarms steal} lx TRUSS TYPE Co STRucrtaN b,Fasteners iholl be Installed nE opposing ends of Ole wood structural panel. i ' - C atxtlfnobcdtock 1 ,00t1' .• P q not less than 5.7 square feet (0.530 nt). The net clear Y P P J 8 g• Fasteners Shall be located oat less thin I inch from the edsoof thepinel, t ' . n nO light frame cold-formed steel walls;• R302.11.1.3 Batts-or blankets oT ritlneral or glass -opeping dimensions required by this section shall be - finish surface of ramp slope,shrill�be not less than 34 provided f` accordance with Section 915 of the Ffre Code of aFsr reoo m mciurnxa i c Anchors limit peneirsia through the exterior volt covering with Ito _ , , • sedinientory and rotlated rock O,DOD; fiber. Batts ar blankets of minerfii ar glass fibs or inches $64 min and not mole then 8 nehrs(965 min). Nelv York,tare. -_-- -- - embedment length ar not loss Ilion 2 Inches into eke budding frame• .I-`Eig ty pounds per squtite fo t(3830 Pa)for 8- obtained by the aormal opernlion Of the emergency escape _, ( ) _ ether approved nonrigid maerals shall be petmiticd �� --_ e ■ aRe Roopfl M1thNG� Foneaets shall be tinted not less Alan 2'/,inches from the edge of Sandy gnival'andlnr.graval py add OP) ' ,DOD" Ili -thick(203 inm)maso wells. and rescue opening from the inpide:The net clear b4ght R311.7.8.2 Continuity.Handrails or stairways shall eoneretatitack oraottereia. for compliance wfth the 10-foot(3048 mm)horizontal opening shall be not less then 24 niches(610 nim)and the be'eondfipous for the full length o the flight, from a --• FR FLOORANa FFRAMING d.Peneli auarJred ro mmonry or mason[bmcro sbn11 be mtaeheJ ut[nj ' . - .. ,__ J Sina,aDty sand,clayey fond,silly gravel , I 6. Ei t five ounds er s re foot(1070 Pit) fireblockm in wolis constructed usme rallel rows of _ -- - - _.-_ r and cla a covet SW;,$P,'SM,SC,am - 'I ow- i y' g net clear wMth shall be not less than 20 inches(508 mm). bove the to riser of#be flight to a oint' v0 ration seahtmt onehnrs huring en ubimata widulmwal copxhy of nnf r Y Y g fore -Inch-thick(152 mm)concrete wolfs. , studs or eta eyed studs. gad CC). i • : gg directlyrabove the lowest riser of the flight Handrail less than l sD0 pounds,' .. .. ... - ..M__ y y y till,till- T.TC pounds per square Coati(d80 Pn)for SIP R342.11.12 Unfnced fiber (ass Uafaced fiber 1183s Exception:Grtde floor ar below grtde openings ahali r _- - _ II g ends she I be returned Or shall terminate fn newel is Clay;send ,'etlty cloy,do p )SOW _ , have a net Clear o enin of not less than 5-a uare Feel' t ,•• �. ,.. l TABLE R701.7 � 1 : ennd dhcla C' Mkt and C "• entire P S _ q -- _- . __ y y{ r,hfL, M h waI s. _ bolt insulation used as fueblocking shall fill the' ( 4 m,) Or safety terminals.Itandmils adjacent to a wRil shall S• BE 0. 65 ' nEM R BLE DERECTIOH OF 9TRUCTURA4 f ALLo1NA r= cross section of the'wall cavil tO s het ht of not bens ' I} L� � • - ..r-_•.. . ,. ••-•••• g 1 ,have.a space of not less Than 1 inches (38-mm) - i I , . . ._.' % -.-_-- _.-_.!......._•._- .• R302.11 Fi blacking. In cdmbustible consthuction, fire- y a +ere R310.22 Wlndaty sill 11t Ili.Where a window is ro- ' �' BhUCWRALMEMI]En . than I6 inches 406 mm measured,vertic II .Wh g p ! aEFLECT1aH ( ) Y between the wnll'and the handrails.I- .- --/ �'�^ r / TABLE A301.2 1 "' ` blocking sh 1 tic provided to cut off botEi vortical and hart- .--•-- - • ► piping,conduit or similar obstructions are encountered, vided as die emergency escape and rescue opening,�t shall - , . ....-. _ _._. _...._.._..__ Ranerk hnving slopes gtenlcr U-.5 3:12 wlih U180 CLIMATIC AND GEOGRAPHIC bT SiGN CRUER1A . I --•• - _ -finished calling not aitsct,ed io salters•• 'zontaJ can led draft openings and to form an effective Fre the insulation•shall be packed tightly around the have a sill height of not•more tiJnn.44 fncliea(I!18 mm), - _ Interior welts and adltfoiia _ N 180• flROUND WIND DESIGN SEISMIC SUBJEC7T0 OAMAOE FROM WINTER ICE BARRIER AiR MEAN homer behw n 9tOtie5,and between u top sorry and the roof obstruction. above tits (loot, where the sit[ het lit Is below'rtrde, ft .S"$s J�id/VOIl� yI . p!Q/VF ' P SNOW Speed° Ts Rogra hlc Spacial wind Wlndborna DESIGN , Froat line OE51GN UNDERLAYMENT FLDOD ■ FREEZING ANNUAL space. �. shall be•provided with a window well bn accordoncc with \�� QND��C�/ , Y �R, �S Floors U360 - ti t - CATEGORYi Weathering a Termite` TEMP• REOUiREO° HAZARDS INDMV TEMPI , R302.11-13 Loose-flit jnsulallon•mnterlal.Loose-fill . LOAD (mph) alloct roglon debris zone depth . . 1 Freblac fig'shall be provided in wood-framed construe- Section R310.2.3. �Q2 J`� i,. ce lings with brlllie n111511 a(inch,ding plaster L3ti0 a insulation material shall not be used as a flmblock `L . . - ondRtucco) t. Q 1� �i Q'j1;1/a 2 >< YI'� i ' 9 i "a S Qon in due fo lawinglocations: unless specifically tested in the fonn and manner R310.23 1'Vlndolr wells.Tile liarizottlel area of the win- _- ,� �+ Cn �y Ceilings with flexible Hnls ire,(Including gypsum 1J240 i MANUAL J OESIGN CRrrERIA" -� i i 1. In con paled spaces of stud walls and partitions,includ- intended for use to•demonstrale its ability to remain in dow well shall be not less,ihan 9 square feet(0.9 in)r wflh, _ FLAY DOIGEiF ARCHITECT " bared) I 3.4.4.2.2 Pe'rfbroted Sfiea't all Ad ustments 3.d.. -3Hold-downs Hold-downswilhacsi adi _ � R D�wING•NO: 40 WJnter SumnTer Altitude Indoor design Design Heating temperature ing Po spaces and parallel rows of•studs ar sing- _place and to retard the spread of fre and hot gases. a Horizontal�rojcotian and width of not Jess than 36 iircltes j eccordenr:e witli Table 3.17E divided b' I a p ty In Al otl,erdmeutratmem crs Elevation Ltltitudc c a e What perforated shear tvaha are sad, lira Altear wall- , y h .pproprinte * '' ARCHiTECT[JRAL DE51GN ,1�7�re �' Exhuiarwalh-wind,lontls'whhpl.a.,.r ) heating cooling corre tion f ctor temperature t mpernlurtcooling difference gelid.tads,as follows: R302AL2 Flreblocking integrity.The Integrity of fire- (914 mm).The prep of the window well shall aliavr the Jeaglli regiiireisten[s in Tnbles 3.17 and 3a7C shall ba g , t INTERIOIR DESIGN 11136D �' emer enc. csca a end rescue a enin to be full o ened. Ica t(t ad luatniont factor)n Tuble 3:17D are stquircd at t; " blacks shall-he•maintained. , g x P P . g. Y P, •.&� s J DATE; . stucco finish -• I • 1.1.Vertically at the ceiling i nd floor levels. mulliplied by Ilse appropriate full-h fight sheathing iengtit s the end ol'eeeli silent wall segment or at each etid ofe per- tP PLANNING&IDEVELOPMENT EFnedorwalls-wh,d laada'with ether brlttla 11/2a0 ) _ " foialod sl car wall.Whr re fill hr i ht shr er wall se ments' •t Oh` i6 - ;`Jr - 2 pntdtu Cooling i Wind Wind velocity Coincident Daily Winter Sdmma 1.2.Harizontaliy at interval not exceeding-16 fett ai{jUelment factors in Table 3,17E. oThbinations oft. ".: g 8 y O 04,4rt� �� Rl;S1DBNTIAC-COMMERCIAL. INDUSTRIAL 3 Hxteriorwalli--w n cads'w th nexih a nn she's -H112o temperature difference I velocity heating cooling wet bulb range humidity humudity y ), p g T �� 95 RICHMta'ND AVENUE ticull sheathed se=mented and er crated walls shall be meet at a mmer,a'sin le hold-down shall be permitted to I NS. pennitted, be Tlscd hr resist dlc averhttning forces in both direelionll' OF (U SN S.AIN)TYVILL E, NEW PORK i 1.701 whenthe;drnerGantinginlhoad)o(ningwailsisfastaned {63I)691-"17'18 FAX ((i31)(i914718 � 1W2� L Meh su enin tnnsini veneer walls' ' U6011 . I i (. ' I j together t7 tiansfer the upiiR Ined(see Figures 3.8a-b). N"% �MAJIL,- RDARC,HIT1ECT YAHQO,CQ(i)"j . - ( ( I .. . . I . I __ _ i . . _ _-- _...__._____.. .__.._ _ -- .._......_ _._._._. .- - _-___-•.,•t^ gyp- 1- .� __.g_TQ ..._._.._ ;�,`'It'-,c�"7gt'a�L cam'-�O � '-• �'� �`�� , s '�+!' �`© It -vir POP ,� � 21 •c�[Gs --''S�� -,G2� avG_/L IL ID `` C•p pbt3;mot. __ ,N 3°Fv-• t�i✓F—of ..,fir=�7� r'?. rig 2x t'�• 2'n h- K : -, ._ r ' ' � ,�r�/2 c..or�ve _ - a s �b + <JorsTS /d" �, 2x�3 c..li� .00 S't GAtL-. t0 , . f (�) * I -m • � C � t � 1 � '. � � �' ', • . 6 /nor z� _• - a � l . bPIP Ap"et* �� k t � - RAY �. - �„� r rc►�� 2� �' � = -. � - IlkQ N 1 Q, F.ct� 3 ; y 0do SyloW N V �'• �f b q �!i �1 �. 7g � P ,gS toog r . %lot, b ,n 1 t /. c:cam_ `N r/oT�' �x)� x/��✓t.. oa Top IfcpNs. `� V ! i•L..�.J '8 ,2xio RinGF. X f = ` -- QFp7 .y=0 tom ., N M a 1 �t .3'f•.�•.t!�cTco� � c��G� . -: ��t t� � `v "f,,.o y!- . • '�'$ !ff ./ ! \ �•lI �'�- ,`~ � •� Z� tea `� I ,� 3 x�y� .. �' � '_. p QQ� � •�•1•• ;�I ,,�6 � k q V � I IV 0 N.� err; F. 6 . n ri,v a I fA •�'Y 0 (tT� o b o 'er ,41" ' -� .� ��• ��J 5 sv v `✓• s' �o X �c► IQ k I �1'� elA ptw q If _. _ - n - - - .H4 .,.v' e�' , 7tw,� 4,oga sT .G-�Jsxs_ o C FX!` 5 G✓ 3rtl t ??,J2 r �ii✓A of • �- - - - - -.. .. Gdla1" �6 �° . ; � .© r��vN � . rc.�•�rs, N �. _ -- �G�"Sc'�.R'�moet ; ' r WP��•• .b �c.crtN, ow ItI v0 ,cn.� :..•� •. �2�� Wig. x�¢ L b Ar is* CE] ! �%'�2?c tz•, fz. �►. ;• ' 7W z4.3 a Tw2�¢3/o I 0 V � _._. . _....... _.._ _�� ... ,_.._ rr_� _....._.y _.. __. :...._ ._._. ___ __.. _ .....- --,gyp"Q" _(.... �C �. 2e�`'�- _ _ _._ .. �"c�/�/t7_. _ ...._L...CJ�p ' .._� _ •»__ -...--_:�_ _ � . op le I ! G„�✓rig/.r~».! �l,��..A ..... ..�'_c� '_.;.�1._- .._ . - � 1=.! ✓!rJ .rr /-STD 'I�► �• c'�'�j�'_ :____. . ..:. . .:. ...... „ .¢�-,gyp 9� cz)zn,v�rc r. .17 2x F100 Rol.Ids' ARO -RAY DONER,ARCHITECT DRA.WII g U: • 2� p ARCHITECTURAL DESIGN PLANNING a,uEvr-LoPMENI - ' `RESIDENnAL-'COMMERCIAL�iNnUSTRIAL h+lr,S�F...w c,.Rl►.`.�_..y •.. -....� . 95 RICHMONO AVENUE REV][SIONS: 3 ° 0 Aar 4 S.AMITYVILLE, NEW YORK 11701 _ win CIS/ 7— /�'L.ol-15I�l•,l /C3^-/ �F N0 (631)691471I8 FAX(631)691-1718 . + EMAIL. RDAR+CHITEQT@YAHQQ.CQM -Z' t 47 lz 10 • • ,`� ; �� _/aJ • 1. • • 4• (fJ •` �p"`.' ' �..� 'o `S'w �o - ..__ .;� -- � - -_ •_•_:... 4- � — „mil � � ) � - \ Gt tRp'CmR • ZD 1� I AIr \ ►v BASEME1yT10ELLA,R , 4"CONCRE'TE SLAB REINFO D WA,61010 WELDED WIRE --INS T L 518"TYPE'X'GYPSUM t �`• ' 94 FABRIC OVEER 6IiHL VAPOR R OVER COMPACTED MI_ � y � �: • BOARTO CEILING Qa FURNACE AREA. zt 2x[Z �'-�-- �°'a► � ''py�` -_.3!�y t �x iG� • O. • p f •� , r , c t 0'Gr r,� ._..-...--,-•.— ! � � •�nl c�..•2 P'�r metro ct.. � � 00 So Ilk r �11, -ems 3"© .�• 4• s�u�r i6"�� ? 3 y'Q M 3 • X ` t 3%"DIAMETER` LY'COLUMN ON 21-6" z 2'-6" =1S" THICK (� O POURED CONCRETE FOOTING�vl(3)#f4 BARS EACH WAY. SECURE O WAty- i �.�, �� \ ' "X 12"X 12"STE-L PUTE BOLTED k + COLUMN TO FOOTING WITH/:. 14 TO FOOTING W/(4)Y:"X V'AN OR BOLTS. .� - ♦ All � '�'' coo• Fd6.. cp T ,si�'F—_. 1�c.F rr.��-✓ v FEW zo \ �. • ,- .\0 r y 16 tj f— c�•cJi�/�.� :;:-�cam../. $f��'�n��_..,�.�� . r��✓ . - '--•_ . SLAB ON GRADE _ •- .. .. .. .. 4"CONCRETES REINFORCED N /661010 WELDED WIRE FABRIC AVER .---r------ _____ .... 6 MIL VAPOR B_ OVER CO ACTED FILL. AT GARAGE,PITCH 4"TO f /. OVERHEAD DOQ AT PORCH,DRO T.O.SLAB 4'•'BELOW FINISHED FLOOR 1� /" r .,� f?.�� C �ioTl©:•✓ — '"cam --------------- �_. ' ' /t - .t_........-. .. .,rrr..... •r. .. _...+..,�,��,nteR••--.. ,,.,�,,,.. _ ...-......._....•....... ... . . -n'e..e •v.a:lsi r •s -•11 �1;ti•.. .11 L';f: ..:C: .. •�• _ t pND D, 'S'J RAY DONER,RR'CHITECT " DIiA WJ1�I ..NO. ARCHITECTURAL DESIGN INTERIOR DESIGN • .. ---•. - I '1� r., � PLANNING&DEVELOPMENT DATTS T" �"•�� • . . - - I --; - :.: RESIDENTIAL CHMOND AVENUEsrtxtAl. p i -- I cP tk REVISIONS: ` q�(c° -D24aq�p�' 6 1)691 7•�S SAX(�)6��47�a - Rog- . 'EMAIL: Fi.DA>R�HITEGT@YANQQ.GQM - STAGGER t S 2d IN:STD RJOIt f I - SECTION R405 SECTION H 1004 TABLE R703.3(1)-- - _ _ -- -__ __ Cl1T$LATE TIED WTI I. USE SPLICE PLATES CONTINUOUS RIDGE VENT&,,3R Figure 3.10b Ridge Board and Ceiling Joist Detail SINGLE OR DOUBLE 10 GAGE STEEL STRAP. // ' { T PUNDATION WATERPROOFING AND FACTORY-SUiLT FIREPLACES SIDING MINIMUM ATTACHMENT AND MINIMl1M THICKk SS- TOP PLATE BEE SECTION R6112.6.1 f SEE SECTION R602.3.2 GAB C,C VENTS&/0 R META L I.00F I•.dYt RAMPPROOFlNG Rlpdd,2 General,poclury-bulil Rreplaces shall ba Uried and TYPE OF SUPPORTS FOR THE 51 !ND MATERIAL AND FASTENERS fi, �f Ridge B6ard R406.1 inerete and mnsunry foundation darapprool►nk. fnbeled-and shall be Inshdled}n accordance Willi ilia condi- NOMINAL JOINT Woud or wood Fiberboard Gypsum Poam lactic Numharat 1 VENT(�HIP OR SITED ROOF, g SIDING MATERIAL TIIICKNESS atrutlurs! ' P Dlrecl ' Except w arc ieguhed by Section R406 2 to be tvaterptaaft d, flora of ilia tlsrGig,Fnelwy bunt 0repincad shall bo Assisi!In (Ineheaj THEATMENT ahoathing Sheathing ahoathln spaeln of I FULL-BEIGE IT STUDS pone!altaallrtng to studo 6 I _�. 1. _.... foundall walla ihat tMoin.ebrili and enclose Interior spaces accordance will!UL 127. into stud Into stud into stud Instanara r ADJACENT TO HEADER " �{ Collar Tie(Colter Seam) end floor below grade a}rail be dompproofed from ilia higher Into stud =, ~ OVERFRANCE ItAiTER. Rafter (Located[n It er third of • of the o oflhefootln ar(b)6lnches 1S2min belou+.tbe R1004.2)ledrtG exlen9lnns Searlh"tells Ong of apliramd --�- f i SEE SECTION p ) p g ( ) facto built fireplaces sill!!!be Installed to•necordn ea Itlt Siding nail Siding nail Siding nail Siding nail �i attlC s aCe ry p n ) 3 3 I 3 FIREBLOCKAROUND p 1 rsee 3.2.6.1) lop of Iba basement Roo,�o[his Fntshed grads Masonry wails the lfatlng of flla•ffseplooc ilia hearth extensloti stall be rt+dd- SKtele 29 ga. Lap (1 /4"x (2 Iq' x (2 J� x (1 /4"x Not Some ss PIPE 2"X FLAT VALLEY SECUR];D'I,)E11CII.- shalt hdv not less Ulan /„Inch(9-1 trim)porlitind cement fly distinguishable from the nirr0uttdlnh Door area 1-feted• 0.113l 0.113"? " 0.113? " 0.1131 " illowcd stud spacing. FKEAOER- Relt1-I`19R W/(3) 16D NATC,S. IN5'I ALL 1 1/4" ` argtngs pI(ed to Ilse exteriaroTi sl a w611.TIIopargtng shall 6e and labalu[hearth extensions shall coltlply wills UL i618, : Staple-J./4" Staple-2/2 Staple 2/q Sleple-1 Iq AMD TABLES go2.rt1) , X 2a"20 GA.METAL STRAP ti]1:AFTER amppro fed In accardancp w11b one of the following: -- -=---- 0.120"unit 0.120"nail 11 ' . 1.iljt min6'utr coaling.' SrCTtON H1005 O.i20"nail 16 Incites on" JACK STUDS OR ! r (shank)with, (shank)Willi •,1 I TRIMMERS TO 12r4FTEIt. g'• � - FACTORY-BUILT CHIMNEYS (Shank)with " •0.120 nail center ors •2.Tit a ounde per square yard(1,63 pg/mt)of acrylic a 0.313"bend a 0.313 heod a0.313" (shank)will! l eciGBd:'i %r 'Sf1AlPSON' )' )t1005,1 );!sting.Fnalury•buill chimney@ shall bq flrted 0pd Vinyl siding or-l6-goes head or Not p , WALL STUDS ----:MAIN RAFTER mo ltiedcamenl ftbeled rind shall be lnslnlied slid lernilnnlad it[occordifiice (sat Section R703.11) 0.035 Lop or 16-gage staple whll !6•gage a 0313 head allowed by the SEE SECTION R602.3 II5 Ii t)IUtICANh 3. On -eighth-inch (3.2 ram) cant or euifdce•bonding whh the mm�nfncturer'g Instructions'. staple wills 3 1 Section manufactur,: CLIP 16"O.0 '• t ••te ant complyingWilli ASTM C 887. -^- 3/-to I/-Inch /9-10 12- staple Willi J • Cellln Joist -• e 3 r R703.11.2 instructions f ( - g j ;SUCTION Aloo j ' Th,l Inch /g•to /2- i ►gat capon. I ',• ' Fl.oait Jo s 4• An malerlel ermftted For wale rootin to Scclinn crown crown'' inch crown!! CEILING JOIST t parallel to R4 6, , P g EXTERIOR AIR SUPPLY �� SOLID BLOCKING i rafters R1006.1 Lxterior•nir. Fnelo bulltormnsairr lire lac') Wood rustic, 3 Faceneipn� / 5. 011 r e roved mcdtods or maiarials, Y P / mist. Lop 3' - PP ' covered In•tills chehler shall be equipped Willi an ex,ulor nI drop e I p 8d box or up to 6" } BOTTOM r GIRbLrR 131E dpilon: Parglgp of unit-masonry wells is not supply la ensure pinitio'total combustion unless the roam Widths,1 ns11 FLOOR JOISTS .- DETAIL )SERE GABLE RO [+I5 r tied(vhare a mriteilsl IS approved far dirt'!appli- mechanically ventllntetl and controlled eo that the lndd Wood siding Shiplap /32 kd box or 6d box or 6d box 0r 6d box or sidi�g�nail .peTSearing� !, Z)IA.LAC DQLT$1C'O,C O VERF EI D ONTQ M�-N-ag I•• cat! p to the masonry, presavre Is neutral or paxitive. 4 (see Section average Lap• siding nail siding null siding Waif siding Hai[ (2/z x „ ,, R703 5} (2"ii 0.099") (2"x 0.099") (2"x 0.099") (2"x 0.099") 0.1 t3") 8 waddle. 11 "'' '� ' Cancre a walls shaft Iia data sated ti a I In nn'one Bevel / 1, 'S1MP50N'U2,0 HANGAR 16"O.0 ; Figure 3.10c Ridge Board and Rafter.Tie Detail pp Y pP Y 8 Y f6 Staple-2, and,over,, SUBFLOOR of Ihp list d doinirproafing materials at any one of the water- 3 1 p 2 rinf)s` - proofing aledols listed in Section R406.2 to Die exterior of Bull lip J16 ' Lap per bearia 1. FOUNDATION Ridge Board die wall. + --- -------I IL : CRIPPLE WALL- ACd RACHSIDit(4X4 PO • Wood structural panel -+ t " I " ! " „ t• ' SEE SECTION R002.s aT} R406.2 ncrete and mmoury foundation ivaterpruoflrhg, ANSI/APA Pi�P-210 I 2"x 0,099" 2/2 x 2/2 x 2/Z x " " 6 anal 1 AC6IIAC1!SIDr(6X6 PO lu nretu here a high 14alei able ni Oliverevers soil-water 3/a-'/2 Note a U.I 13" 0.l l3" O.I f3" 2 x 0.099 edgeaa2d SILL PLATE ---- -- + Collar Tte Collar Seam g 1 r aiding(exterior grade) siding nail siding nail ( ( ) candilion sit known to exist,extddor foundation wells that siding nall siding nail siding nail infer.silo._ , , Rafter (Located in upper third of (see Section R703,5) .f, --- --- -------- retain an h and enclose Inecdoi spaces alid florin below I FOUNDATION attic spece)jsee 3.2.6.1) Wood slructura)panel 2 /2"x 2/z"x 2112,x " °a. L--�-- -- WALL STUDS - rpda silo I be watcrptoofed from the lilgliu o[(n)Kite top of 3/8- t Nate c 2'x 0.044 _ 2 x 0.099" 8, along;t - - ----- '- lop siding(see Section la- Jy , 0,113" 0,113" 0.113" r 1 a foolln or(b)5 lnclies(152 min)below the top df the Note g aiding nail siding nail bottom ed i 1 IN.BY 4 IN. r1 R703.5) siding nail atdhlg jai! aiding nail DIAGONAL BRACE ANCi4OR BOLTS EMSEDbED IN ascmenl Door,to ilia linlihcd grnde,,Wnits shall be water t[oofad 1 accar:lance wJth line of the following: Per SI:I Inch=25.4 ram. I � LET INTO STUDS FOUNDATION 0 FT:O.C;SAX.,, t� '^--+-• 'I a. Aluminum nulls shall be used to punch alum!'um siding. is CORNER AND PA6I I rioN POSTS- P� iC�n d + Dr'l 1.Tw -ply hot-mapped feha. o _ROOF PITCH(SEI SECTION b. Almninu)n(0.019 Inch)shall be unbucked only where the moxtmwn panel width Is 10 inches and the Ina innim nat area Is 8 Indies.lite tolerant¢ "- �2. Firs -0ve-pound(25 kg)roll ido[ing, ahinoluurb siding shall be 40.002 Inch of the tiumtnnl dimension. l �&ELEVATIONS). r i1 .SIx• it(G.15 ram)polyvinyl chloride. e. Shalrbe or approved type. i'' r /ACQ d. Whare used to resist shear forces,the spacing must be 4 inches al pnuel edges and Ii Inches on Interfor suppoi s. _ _ - 4Xd OR 6Xt Vt'OOD POST Rafter Tie ,d. S'lx- ill(0.15 tam)polyethylene, -._.. - ._.,. Pohl -mil I e. Verfl6l end Joints;limit occur at studs and shall be covered with a Joint cover or ahnll be caulked, - APPLY APPROVED SHEATHING OR BRACE 1 (Located in lower third ��• ( ram)polymer-modified asphalt. I EXTERIOR WALLS WITH t IN.SY 4 ON.BRACES LET l..F K3tta _IZ " I. Face nailing:one fid common Hall Il,muglt Use overtopping pinnks as each stud.Crti,eenled ntiillrtg:one 1)-gal e 1/2•inch-long gale.rnanng nail lhrougH. INTO STUDS PLATES AND EXTENDING FROM NOTE A THIRD STUD AMOfOIi PARTITION INTERSECTION K11 DIAhl.CALV.DOLTS 16"O.C. of attic space) W edge ofesrlt lank at each stud In aceorditice with the anufactuier's histolladon Instructions. S. BACKING STUDS SHALL BE PERMITTED TO BE OMITTED P s P Pl BOTTOM PLATE TO TOP PLATE,OR OTHER THROUGH THE USE OF WOOD BACKUP CLEATS METAL ,� g, Vertical joints,if sin flared. Ivan be permitted In be away from studs if applied aver wood shuitural panel all thing. APPROVED METAL STRAP DEVICES INSTALLED IN SIAiPSON U210 IbtNCA1i 16'!0.e'� i 1t ACCORDANCE WITH THE MANUFACTURER'S DRYWALL CLIPS OR OTHER APPROVED DEVICEI THAT h. Mlnfrannt fasiener length must be suf icfenl to penetrate sheaitiing nslier nollable substrate and riamhtg a tote of a odnlnuun or /4 inches or in nceordlar 9PECIFLCATI�NS.SEE SECTION Ra02.16, WILL SERVE AS AOEOUATE BACKING FOR THE FACING -_- - with ilia inanufneliner's inslolint in 6istruell is, =e MATERIALS, 3 FIGURE R602.3(2) 'Sih3£SRN'H3 iIURRIC,tNE CLIP IVO.G S.•1.6 Special C`,olrliBctiO,iS R905.1.2Ice barriers. In aretis where there has been n his FRAMING DETAILS :f'•u[:VA•L(=ALT'. for Of ice forming ni0n the eaves cntsir a backu of rl' TLOOIt JOI Z.61 oldge Conneatto»1rqulrement6 y b g g P TITRU IJOLTS 12"TYPICAL. • ILidge'connections shall bd lit accordance with !tie water its designated in Table 12301.2(1},an he barrier shall r DUCK JOIST.' egnirements given in Table 3.6, Prescriptive solutions installed for asphalt shingles,natal r0o1'Sllingles,min-' RIIiGEs BE-M. " •(• era!-surCnced roll roofing, slate and slate-type shingles, !for ridge straps are'provided in Table A-3.6.Where ridge wood shingles and woad shakes.The Ice bn-rier shall can-, ' GTRDIiR • '��..' RA t ,R. litraps are.usedr they shall ntiach to opposing rafters. sist or not fewer thus two layers of underlaytn¢Itt cemented .'." _ together, or a self-adhering polymer-undtfled bitumen C4 7?ACII SIDI:(•iX4'PO r` EXCEPTION: Ridge straps are not required sheet shalt be used In place 6f normal.underluymenl anal � � t r COLLAR 1 rE t, Ny!iiin collnr ties(collar beams)of nominal I x6 or extend from the lowest edges of all root surfaces to a of AC6 EACIi STD!16X6 POST). • p n 2x4 himber are located in the uppci third of the not less than 24 inches(610 mm)Inside thht exterior wall 1 'SI)A3CSON'rD44 TOR 4X4 PAST , a line of Ilie building.On roofs with slope equal tour grenlei• i - 'SIAIPSON'1'A66 FOR CX64X4 POST critic space and attached to rafters in accordance than 8 units verticul in 12 units horizontal,the ice barrier i 4-AR U ` with Table P-3.6. shall also be applied not less than 36!aches(1 I4 min)men_ i _ _ •+� r _ � •--•-•• sui•ed along the roof slope from the save edge of the build- ing. AS?HALT ROOF SHINGLES{NAILING R965.2.5 & ... ` 24"1 Y."WIDE 20 GA.hIl rpL STRAP r� POURFI)CONCRETI'FOOTING i'•. sr -3.6� irck von NAILING AITACHIYIENTR905.2.6)OVER. _ R>rQtltnrnr>;NTs. iS, FELT(R905.1.1)OVER%,'CDX PLYWOOD r p t _ SII EATHING OVER RAFTERS(nl 16"O.C.(SEE PLANS t , HURRICANE STRAP - $TZ, FC R SIZE);2"X4"COLLAR TIES @ 3211 O.C.;CEILING 'SIhfPSON'HURR1CANETIE OR 1 3W, i JG ISTS O 16"Q.C.(SEE PLANS);R-Xa•i.NSIILATION; , t ' 2U CA.GALV.sTILaPP1NG PI bVIDE 1"AIR SPACE;INSTALL ICE BARRIER. PORCH/DE, DDTAIL f _ P i t ' 2" {Vl1NT>yD B.LOCIUNC� '` Ml-TAL GUTTER OVER FASCIA .. -WALL to WALL AS5E11SIiL1' „-" - - ••, WFCM :C1 NTINUOU52 •yCIVTING SOFiTI`I. - ; SII;ING OVER MOUSE WRAP OVER FOAM INSULAT1ON tR=3� 2 LVL4 _ = Ol ER W1 CDX PLYWOOD&/OR%a"OSB SIiLATIHNG Ol ER 2"X4"WOOD STUDS to I6"O.C. R.-- '(2) • + 1"X:["TOP PLATE 1 1 4"WIDE, 20 GA.METAL.STRAP @ 1611 U.C. - - • ,. _ I 1 i1 21"[4"CONTINUOLIS - t STtI LL---- N Bi ARING BLOCK +sue' • Jam' sTngrtti_TIs AC ' ,t� ? . �! • . .,.h. gTTLOIiD-TIf? Ii! t: NEW FLOOR ST DETAIL RE NEW SE OND _ F'LOOR IOIS E INSTALLED LyXiSTING CEILING JOIST. ABOVE i93=111 E LING. _ Generated by RESchetck-Web Software 'S1 '"�ON'S`TRONGTIHAC 'N t i(/br-FJ:r 'SiNii'SttI'1:,STRONG TIH II t 1 . ' 1 !r"W)DE 20 GA. GALV.STRAPPING ✓4• Compliance Certificate YP DL,.ANCHOR BOLT (E tCH STUD)MiN, 12"BEARING ON _ vv/moa�r. 7f'EM 9D=N rxtivlritaJolsr FF AASING. Z. I .. N INTERIOR t "l'DlsiTo _. +7;T+ 1 i - TI. EVER •••`jjjv � _ Project New Residence S6 Cj TI. STUD �G�r Cr --Y --- Q Energy Code: 2028 IECC 1 CONNI C N , Location: New York i IN'iTALLFIREBLOCI:1f[G(3112.I1}^ - \t ConstrucdonType: Single-family "---^ :. - . _.. . R •t�INSULATION. Project Type: New Construction GYPSUM WALL.BOARD. Conditioned Floor Area: 2,476 ft2 ••• •j• - � + '/.' PLYWOOD SUB-FLOOR I>; T UVER -• Glazing Area x2°l6 �. �''=��+• I t WOO Slit,A RING, Climate Zone: 4 {5331 HDD) �Ldgii.: l FI.00R JOISTS O I6"O.C.(SEE FLOOR PLANS), Permit Date: 'SIMPSON'STRONG TIE ADA44 Olt 66, ` WALL ASSEMBLY _ 1R� ( ..�'�c,r2..� Permit Number; Embed i/2"dia.ga1Y,bolt 7`info concrete,' To FbUNDATION At'Q(2)2"76"SILL SECURED TO WFCM 3.2.2.3 / POURED CONCRETE t?OUNDATION WALL&/OR _ i ' i• ,. ; , ofn in 8"CONCRETE BLOCK(TOP 2 COURSES MILLED ' C '��a Compliance: 3.5%Better Than Code Maximum UA: 371 Your UA: 358 Maximum SHGC: 0.40' Y~Your SHGC, 0.30 !,{RlttG., F SOLID W/CONCRETE& 15"MIN.ANCUO)t BOLT L � The%Better or Worse Than Code Index reflects how dose to compliance the house Is based on code trade-off rules. N EI[BEDM I T FOUNDATION +ALL W/S/8"D iD. ° v It DOES NOT provide an estimate of ens use or cost relative to a minimum-code home. p I N ) O ATION V( ►sY _ p AI•CHOR BOLTS W/NUTS&3"WASHERS « 45"O.C. `` '. a, �.;// ,tom ,,�•�pc ry At�CHOR BOLTS MUS TCA�aJ�MIN.7"E[41BE1)MENT. _1 •'.__. r / �� '- l � . _ A]-'CHOR MOLTS ARE TO BE PLACED WlT61IN 12" _ ttUalMr t 8 t Fz:01YI ANY CORNER&G"TO 12"rltoM'rIIE END ! Q Envelope Assemb its POD"�°°�• ' Ir 0. EACH PLATE SE0,1ON. a'• '` L I I IELD. .• 1 �4 -In"Izac n I)�'iTA1L SILL SEALER.&TERR4ITG S I < 1grnitJRpi a r POURED CONCRETE FOOTING KEYWAY&• t?OR (2: ful REIWI. R-10 RIGID INSULATION @ Ceiling:Flat Ceiling or Scissor Truss 1.784 30.0 0.0 0.035 62 _ p Pi:Rfi4E't ER SLAB ON CRADE. ` Ceiling 1: Flat Ceiling or Scissor Truss 100 2L0 0.0 0.047 5 -,^= ;. • •p A W HERE NEW&EXISTING FUUDA I'iOS t19CE'T, •� I RA'iTALL//4 EPDXY COATED STUB BARS, t4"I-ONG t• Wail:Wood Frame, 16"o.c. 2,636 15.0 3.0 0,061 141 - p tt' Window 1:Wood Frame r�!'i x Ntrr ' J/i''. ' �r I - 317 0.300 95 - �Q r•e,,,,_ O W rru MIN.7"tMIIEDMENT. ' .,�� .. I - - Floor All-Wood r ss 0.0 0.D 1 F141SHED GLADE. � FI All W od Joist/Truss u 320 3 0 033 1 n-U'e'4°m Nab„ -• . •• , ,•� ,v _ • -•--_-_--- -�.__._-..____V. _,"_ __ ,_. __` _� _ - --- ! � Basement:Solid Concrete or Masonry 1 136 11.0 11.0 0.039 44 Iilt,tl� - (I ;' �t1�,+. • FOUNDATION WATERPROOFING(R•100. / it; w Wail height:8.0' b e 1 e Depth below grade:'5.0' --rl►tpi tut 1 B,,.SEMIENT -'4"CONCRETE SLAB REINFORCED - _ _--_ - .. _ insulation depth:B.0' : mG�ailguNcd. W 661010 WELDED WTIiE FABRIC OVER 6 hill.VAPOR __.--LtdD WALL (2)518"))RA,DOLT5 Compliance Statement: The proposed building design described here is consistent with the building plans,speciflcations,and other ,' r RRiER OVER COMPACTED FRLL. COIWIi It STCTAS (TOP&iIOTTd114) - o calculations submitted with the permit application.The proposed building has been designed to meet the 20113 IECC requirements In l REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ( ] ( � [''E - ' C:: t CRIPPLE STUDS • 5J$"DIA 1 I/4"MIN.20 OAUOB , _ 1tOIi 131 ► EtD COI,STRAP o s6 PLAN FOR /R AS RSBc TfU •, i I IEALIER 8tzB ` 5/8"BOL 2aL4 STUDS FBA}f6OP8NINUFOR �.`SIMPSON f - NEWWtNIH)W0M r HD _ t I:ri n Lan Dc1Dn - • 1 ;. F1OX DOWN _ SLAD ON G:tADLi , -• , ;b' I 1 J .t / % /��%rG'• vC_ RIGI ATION ��-a 4"CONCR.EGTC' SLAB Itraw ORCGD W/6610101VLLDED WIItr 1tAIt Ill COVER - i O TV A� i t' ' -------r-~ {•- R=I O(2"r2'I") !Y' ' , ii 1vlIL VriPOlt 1 iAJLRII:R OVER COMPAm-rzi)FILL. oer GA2tAf:1s.rrrCII 4"TO 'SIMPS IT S7RONU i►H LSU�6-13(6' $Tjyf Sp 5771� TI$(TIIC2? r' D OVEt21T>;AD Ut!Ott, AT PORCIT,DROP T.O.SLrIII 4"tiLtl.OtV 1+liVrSrtCn FLOOR, .I S LSSU2 =2x8,2Xio,2XI2 - J i .ti r - " •. . { ✓'`.5$ .ytl W- .jTl? dl�ZICnJ!_ :1 rTYPICA,L IVA, L!3I<;CT ON _. ...__. _ - r lIw JOIST ff yh� iY, ��•�,��,, ONER;aRCHiTi cT. • - 3I '/"ssTi1 R2" . t RAY 1] 1*A:VVPf Q. & DETA.TLS - 1/x '- 1 . _ o ARCHIT CTURAt-DESIGN. . 4 (REPRE,S 1 _ 1 ANQUOR.i;Ol J3I1 i ; + �' t INTERIOR :Z?AT�: r_ • 1 Y."WME 20 6A.GALV.STRAPPING + t - ]� fsLANli1IN[3'&DEVESIG NEEM :' +' , FOUVI)rtT1UN WALL (EA CH STCJb)14-n 12"BItARING ON + r 'SiMPSoM TRONU T'111 LSU26-2X6 b 16"O.C. '• cry 1~,r RESiDEI4T At-COMMERCIAIL.�INIJ lSTRIAL ,�•''�� Z3 : rSfifjC)�t 11�11 'rdIlSr G. - 1 _ w( d M D}l, cP� �&Ii1C NOTE:1TQIt A .T.MraAI. FRA1iIIItt i r iMAN�Ir rzs:r�n,�i r dT�,IN I i Ill 'f --- • ' Qom. I w_ _.__ N SL9LD a 2x n,sxlxtsTAta J B co M �ZA t� s. AMITYVi4LE Nir1N YoRK 1[70i ' -� = I Af ,I • , f - �� K ( rl Al D%t GACgII END®P S SAP. �T'f�0 ��O HMOND AVENUE �t (TxSxON D •TAI7 �r1 L 'y" _ '---^ t Dolh Stra In do LSSU ar 1te d Cailt'I 111rucluild a oor lit( i �dnulvT:r1A F�� N / �, tRirlge, tId d erManuf.$ sae, r 1J4`Marat xo h4 631 1i9'147'18 FAX 63i GS14718 -J TQZ - (N T5 • S� t +t - 'S1MP501J ST1lONU TiE LUSZB 'SSIMP`O 1 BTTtONO TtH fICP. , . strapping 1 .P - p. ,8. ` t ( 1 - s EMAIL,,PDAR.WTRGTQYAH4Q•reQM r 1. ''. e.i. . ,, .: .Cs741'r:-J ! .�1�i;r!""'..gh�ll}tI 'fit• Ij' {°t rs�:r h - di, 1 "�.. .:I r''::n ,- - 1� 'ltl�h�J i : i i;1 .,�- it !• i'•Is " _ ,. I , ,.1 59 ;I u 0,6 lr'. �i�I:t i.E �, 1: ,•t Sr:.^.1. . _ _ i ••--.,-' 1y"."J.i:. t't• 3 1'r �, , !-i. 1 i, •`., :i'1:��•,t` I..l!.our:-.;hill!--*. ra` 1' '1' 1, -,,, .. '1 ,.,i„' 'I'r'1:Et'7 �lii�.r �; .�.2 1 S . '' r.. , ' r q " rs roe Air- obis insutatEons in ;:� lit4oz 3 avr Gim PF .I, h l I. I; I. vented stiles,Ts baffle shall be instated adjacent to soffit \\/_z }. . '` t tl'h '•1• 't . and save vents.Da[fles shall maintan an opmTng equal or AI IIC 1NSULJl110N . „l''11+ r ` greater then the size of the vent. T)e bditic shall extend _ c z. : 1". ' . over the top of the attic insulation.Tie boffle shall be per, -will I10Uskm AT11C FLOOR FRAhIQ4G . , OFSEh1RIt RIGID INSULATION •R-VALUE/DEPT14 PER CLINAiE" .- Rallied to be any wild material. - .. J`�" - - - _ COIdPRESSBLE KAIIIERS1RIPPlild AT'PU ttl?tOF ENCLOSURE,:-) r,. yt402 Z.d Access hatches and doors A'eccas doors from !.' I CO{RgNOUSDEM _ _ j r+i1 •II t':I; ," `. Ili conditioned space to unconditioned tilo-A such as sitics''•' -`` :'.''i, t OFSE11Nii _ ?Ja_ - SITE. . i.AiTiC ENCLOSURE _ IaECNhN(C11`l{lr SECURED N i .�. . :1 Sind Crawl spaces shell be wentherstriiped ind insulated fo COlRIAIOUS 6lifilllAl - ' e level cgvivafent l0 the insulation on tic surrounding sere- lE%►NiDIIG FONaAT CEABIG GYPSUli DONdJ fRZ.Access that prevents demagingor.compresdug the Insulation shall be provided to.a11 equipment Where . V11100YIPERPIE[ER- ASMtDARRIER .;i . • Ioose-fill insulation is instilled,a wool-framed or equiva- COIiUi IT BFJIU0 l • cent bame or telainer shall be installed to prevent the OFSElUj41i . toose•Gll insulation from spilling inlo_the living space CO[ITfltllOI158EM 1 When tie side access is opened-The biffle or retainer shall OF SE14J111T - ° provide u permanent means of maintaining the instilled R- . .�Calli UkisK' 1V1 . ` t IN valu_e_of t_he loose-f3lI lnsulation_: YIEIIIOIYUNI)AS EIII 1011iGTON,IAT. ,t . ..R402.4'Atr leakage (Mondrilary).he buildhng Aiermal All(1114RIER. . VXM0W1`ER1,1EiER MECIiANICAL LATCII TO PR SSUR( ernelope shall be constructed to limp air leakage In actor I ' SEAL AT WEAiIIERSTRIPPiN Wee with the rcquitementi of Sectons R402.d.1 through G�itIJU041S[IIph,V1 ( . I R402A.5. - ' • • i " INi01ii0FON1AT . . ° . R402 4.1 Dutlding thermal erivelgte,The building Cher- WQ[OQBPEM,i. , O I . roof enierape•studl cdinply with Stations R402,4.1.1 and WHIMUSDEM . . . . R402.4.1.2.The sealing inediods belveen dissimilar mated- Of SEALNfT. BIAS • • I . nlsshaltalltiwfordiffcrentalexpandonaridcontraction ;�O}{{IN(}gSBEM -MAf4UFACNREO PULL DOYd STAIR it40Z 4.I.1 Insltitlatfon.`Tile components of-tire build. , OF FUVE COi{1I{IJOU$1�1G11AL t-' • O L t t jf ' r' r ! , ing therms!entelape as Indtcatel In Table R40Z.4.I,I CW{[RIUOUSBEhh �' .fa !h �' - .' ;11= �yr SEA_ E>mNttNlrilFaAldu 1 ' shall be instoliad In accordance frith die iniriufadurer's - W140pWPERpIETER �` ' . i_ .a inslruillona'and tlhn criteria indicated in Table ' • • R402A.1:1;as applicable to the method of Conswe- COtiililll(IU5[IEA9 ' .. . tion: Where required liy the building off+cial, an OFSEUIT o n , oppi,nrred third party shall inspect al!components and. collikAlWuhm • •AIR SEALING AT ATTIC PALL DOYY(J,AT71C STAIR . v � .verify cam'li(MCC; . OFAp1ESNE. " » ....» M... . _... : �g�'rQ F _ 'T [NYI,R40Z4.12.TesliRg.Ind building ar duelling CDIRINCUSUA . iudr shall be tested and verified aihaving art air leakage --cdIilimm lim - �OF-_ N[i . inie not exceeding three air changes per hour.Testing. OFSMIT." . • shall be conducted In accordance faith RESNEPIICC - --001ORiUOUS$i-LSENI41 . . - 380"Y{STM3 T'lF•orXSTM-E1827�hid'18P61114I-8r`a- IIl0 .ND511 �a4S. i' 119 . //�i ;till ivy E. ...TNNG FOAM SEALAN pressure of 0.2 inch w.g,(50 Pascals):Testing shall be . .� .,e: --= FOIIIDNl01iWALlhS: RODF SKYLiCEIT` • t, performed at any time after creation I)(all penetrations ��, .. . '-ROOF RAFTER of the building rhennnl envelope. , /�� NRDW ER .. '• . \`` 1 COldEtt MAS. mciD tTtsuLA11ON D.uriirgtestng: N.�%: AUIMRitBRSREAtli11T 8EA0 % ` R-VALUE/ili1CKNESS PER CLEk1AlE `r5 cc end stove •• • - _ 1. Eaiterior windows and doors,frreplp /��; a . dories sheh!be closed,but not sen[ed,beyond lire :, ' ' % .�. , � intended weatherdtripping or.other Infiltration, �, .. :�. , • �I\� dolic P1UhLNRSiAUNGSTRATEOYI{.: t �g as Zp 1`�t� �a '`�y� control mensuies. f;;`: •---EXPANDING FO SEALitN. + - _ , -�- -' �' ' ' I, , ��,' ;IRPERWALLSEMION �• i oust In[nk makes"air. .\ .: �\\�� `'•�/.• - y " 2.Damper's including exh F 1, fl��f/��j!v w/ CONTSIIIOUS BEG j wG� W • • 'baekdraft and flue dampers strait 6e closed,but , . ..�. > . . . • . . ,! .OF SEALANT " not lieAled beyond Intended infiltration control • . .,CW4GEPiUALAIR;EMING,SITTAIEGYII � a'^� Y G • measures. LOWERW SEC I10I� '� :.!�-. 4 _ --. -` . 3. Interior doors,where tistsged al the tme of the - /''+' t ,I,v g t 1 is test,shall be open, • - ,.'' .I_ INSTALL SIiEA111ING AT ATTIC J I f I -_ . i 0OW i 4. 13zlerTtlk doors for enminuvnis r e,utiarlon systems E! j SIDE OF 51(iUCI I I MAR + A } , and heat tecovery rr ntintors shall lie closed And . . �F'"t.I'i t[i h rl 1 i , .. h..l n1, r `i.l$ti ! ! ¢r fi si: i+ .>,!�i ,:11 1 'e;=i-= {� '. . U;` ..111141 tit=a4 j lI c .. sealed- "' in a 'f�` ��I'i' is :� - s .,,.T,.:., :' -L-A, . i 5.Heating End r:ooling systems,-where installed at I SI(YUGIIT'S1iA1,et I 1 r t-.I tilt:., i a / }rii]ifi .p�i�t� • y .S11NTY 0�5ULA1E7QN 5 a 3 a �" l I.i h the time of the test,i ball be turned off- , '1 ' . . (r " pI. 6.'SapJ,ly and return trigisters;where installed at the ';I 1'1.lif .I, . ATTIC INS.I!_ Cd1[GiU0I1511FAU "° '�9I ',,,-1. lime of the lest,shall be fully open,' ,`,�I} : ,''`' :{� it `"!i? 1 ": I' OF GYPSUII,DIO'ARD LI IEIt. K .r a ,. �a i�N �. I- ` ; ryi+i :I;l ti-' iti I ' ' lilt I R402,A.2.Tirepleces.New wood-burning(replaces shell j'I;i !tin flue dam ors or drrors,and ovtdoortom- a, I't t.1.• ( l ' t 2 I /ter 7, L . have fig ri-fi g P t'r :d r ;{ burdon air. Where using tight-fitting doors an factory- ;,,• ! it built fireplaces listed and labeled in accordance with UI. .�Ih.,':Is':I I;0- {" I: �y}� I 1�: •t. 127,the doors shall fie tested and tinted for lire fireplace. j'f'H. iF 1 ��,QV 1 , w�Su W 11/ Fir a«iId• I g f g _-iffAiliRHmlillI. . R402A3 Fenesftdrin air Icnlcn e.Windows,sA!f its . _ • and sliding gloss doori Shull have qn air infiltration rate of IISUMEU _ V, C i�� l aril neater than 0..1 efin per square foot(1.5 Uslm'),and I 1 fV If or swinging doors;not greater than 0.5 efln per square Sltllylhll - AIR SEALING AT SXYLIGITt STiAFT ` '' t" `•a .`` - _• foot(2.6 Us/rm'):whin tested in atxordanca with NFRC 10 -_- - - J.r i.�. / �" . I. 101/1.5.2/A440 by an. --11S1f1Lihlt7tl011 ilFNlm 9!t' . I, ' r"`r" �+� l i F. d00 or AAMA/WDMAICSA 1711011i01t51HfAT1CltOF .I1."; • { :!". '' accredited,independent laboratory and listed slid labeled i;; ',�!t"" .i ,�!'r:•• %IffABil1F11ACEUl[ lt,:' :r; I g• +,•, 7.," + 1 .�p ',e�aa �' at Z.� i'• bythemanurech,ren . 1W[IIACIUREDTINI• '=1� �... CO1111mUSBEADOFSEALNIF undo appliances. tiSilLtSOUQBt00010 �{ :_•. ate R402.d.4 Roonhs Conloinfng fuel b g PF -L"ItIllaromsmillf p4tEN1lc , WIiIAWS8UD AD MVE o 4 �N ' Climate Zones 3,through 8,where open combustion air•' . KWUPIN1£IEAt>F VE{IIILAil0i1DaTLE . " VETIIEONRSPACE ;:�I..;,' •. C01I11II101JSBEM .-- ~ {I combustion air to open eombltstion fuel -_-�- -- _--_ _w --_�F_ __ - .. `I�Z� 3►�s yM aucts provide a I[ancr�Jitld Ggllibustion all _ _ _ _.&oMM-FJ�pIpJ9'-- UILWIDTII) ATTIC�$U(1t11t5TI %• t•-I.. _ OESEdLNIF . _- �- G '• �• r _ __.-burbing=eppNances,_tha Pp _._ (F . opcningsha0 bn located aensiJe the building iherraal _ ' - r f ernhalope br edchised In o room That[s isolated from Inside • • ' • • I r ` the thermal envtilape. Such rooms shall be sealed and ' FLOpRTRUSS insulated in accordance with the enveloJx requirements of - MSEIWq' Table R402.1.2,than 11tC bassi enrsrall R--t-thin requirgemeat: ftOl11tA55Et. meet not less t /� sudi� n The door into the room shall be fully gasketed and any CRAhY1mmill •^ �` water lines and duds in the room insulated in accordance- % I COIIIIiIl0U5BEM Witt,Section R403.The cnmhuslirnt airduet shalt be luau- •a .. inted where It posses through conditioned space to as R- �OFSEAI1d1T . M w •a i I. 3`FA value of not less than R-D. CdITIN01158E?OF y.. . Exceptions: . • . �HRII •• OF TSEAUUT DEh- r .._"-.,__. GNR1f11511A1:i ~.' COf{[i{UOUSBEAp rer„ 11 1. Direct vent Appliances with both intake end 111rRIGbIfIakl01l OFSEUIT•: . �� C C.O.O ° exhaust pipes Installed continuous to the outside. • 1'El�DllSu/a>H• � ' aDtlrrxnstro . . • ERM , EDW �;] t o s: a E10 IISUTAI WALL ttlIERIDR GY('I11d II' `tSts...B.., 2. Fireplaces and stoves complying with Section . II ASAIIDAMIER R402.4.2 and Section R1006 of the Residential - a s0 � , ", y e _ .__ . .. ...._ ..- •... J J E 1RAf' CodeojNew York State. S {p1GATCNIIILEl 1E0t+ NUFAGRMEO •• TIiiN-MOREATIICEAVEDAFFLEANOVEiIT C01•ICIMUAiAIR GStRATEI'YATUPPERFLOORDANDJOISr ', �F�I ry , R402.45 Recessed 1lghtlag.Recessed lum[nahes Installed FIR f10Eft$5E1ii3LY" In the building thermal ehrelope shall be scaled to limit nk - -- --" `' leakage between conJldonecl Alta unconditioned spaces. � �� • EtECT wI:F L,.G/M t�l.. _ ��/�--12------_-..___... . Recessed lamlualms shall be lC-rated and labeled as having - an air leakage rate of not greater than 2,6 chn(0.944 Us) MANUFACTURED RECESSED UGIIT ENCLOSURE �1� �� D AR when tested in Records' with ASTM E283 al a pressure AMC I1dSUUDON -f 75 Pa•Races"k t0nM1Ires s iRII TOPPLATE diifeienDal'of"1:$7'pa ( f Russ ��S��OND OO � be senitul with a.gasket or caulked between the housing and ATTIC 1 the interior wall or t Coln covering. itT1IiDiIG ME - r r 5MnxiRaamfenestratlon11-factor andSHGC(Mun- _ _ _ EXI'NIOIIHifO1JJSEAL. rsa/�/�/fG"�' a R402 dolor .The area-weighted averoga Ill jenestraifon 141'it1t1E �� + ..... • Y) Ujacror permitted using tradeoffs from d Stand 0.40 n Clfr GGG ire 4 eY#AlLstw �UL G �•7'`/�� x R405 shall be 0.48 in Clhnate Zo -_ mate Zane 6 through S for vertical fruesnalid .and 0.751 EX CalGFOAR - RAY DOR►ER The hied LN ,4At`f G/�� o248�A ��Climnre Zones 4 through B for skylights.Th 8 in SENNIT AiiT SEALAr 1 PLATE ELECIRiGALPEIIETRl4 qT ilea III -Z�1� ARCHITECT• of NE 1 overage from section InrCliSialate ZoppesnI through 3 . . .--__- ._ --_ - ,_-" L�p,r _ tradeoffsmaximum -- WhlLS11D MATS ! 95 RICHMUIVIJ AVE shall lie 0.50. I . _ __ :_______- S. AM17`YVILLE, N.Y. 11701 . . . . . SECTION f1403 a „r ' ,... SYSTEMS' EXPAIIDIHG TnAM SEALANT AT PERIMEiER ' '" a, Rd03.1 Controls(Mandatory),Not less than one thermostat CONTINUOUS DEAD OF SEALANT ��•'F ` - __..- _._.. --..,-.Y. - _.. _. ._. shall be provided for each separate heating and cooling sys DRYWALL CEILING ` i a rem. 1-1 RECESSED taniNG TIXIURE asEALATIOPPLATEPIPEPENETRATION � � �y R403.1.1 Programmable thermostat. The thermostat _- ,__•-,,,-, a �� AIR SEALING AT RE;ESSEi) LIGIIIING Q4 ATTIC _ - g eontiollinp the primary head or coating system of the -_- e . dtidb![Tng unrt shall tie capa5l aoniralliirg the bedDtig i t and cooling system on a sally schedule to maintain differ- { ° ti I - Out temperature aetpoints al different times of the duy i r TLN.ERGY CODE COiVIPLIANC..STATEMCNT• T1hia thermostat shall Include the capability to set back or - '; . temporarily operele the system to maintain zone lempe'l l- Gre''!n 8I i ding Ad visor.Com �` p "'�' , lures of not less flan 55°F(13"C)to not greater than 85•F f ' CITE UNDLIItSIGNb IS A NYS REGISTERED ARCHITECT - oeundfnyoraarr ita zoos ]; � ,- {Z9°C).The thermostat shall be programmed initially by - AND SPATES TO 71NE BEST OF UNDERSIGNED'S KNOWLEDGE,BE IEF the manufacturer with a heating temperature setpoint of I " ' r:,> r` AND PROFESSIONAL JUDGEMENT;THESE PLANS AND SPECEFICA ONS �f ARE IN COMPLIANCE WITH THE 2020 ENERGY CONSERVATION' lot greater bran 70°F(21,C)and a coaling temperature 06. tl� , ''i• $ t setpofnl of not less flan 78°F(26°C). I "' � . . .. �' ' CONSTRUCTION CODE OF NEW YORK STATE. It403.3 Ducts,Ducts and ale Handlers shall be installed In r aecordontx with Sections R403,3,1 through R403.3.7. s n r -» / ENERG"S1 GENERAL NOTES: It4033,1 Insulation (Prescriptive). Supply and return i 1 r I. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST CODES. ducts in attics shell 6e insulated to an R•vaiue of not less Y _ ',. a TABLE R40tA 1.1 - ilian R-g for ducts 3 itches(16 Ram)In diameter and larger AIR BARRIER AND 1NSULATI-';,�o.,� noN' 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE and not less than R-6 for ducts smaller than 3 inches(76 " M cm.1PONVIT Aln uARRrEA CRITERIA INSULATION INSTALLATION CntrEfliA BUILDER AND MQTJNI'ED ON A WALL WHERE THE BOILER I5 LO TED, Ram)o diameter.Supply and t.smaller ducts is n3 Inches (76 '' �t ' ' 1. � ' A continuous air borr+ershall be Installed in to building 3. THE SUPPLY AND RETURN DUCTS IN ATTIC TO BE INSULATED WI of the bufldfng Shall be Insulated to not toss than A-6 for ? ,F T eni-tope , I,. ,*. -,;;::,, �r. .;a : t3enenl requirements The exterior thermal envelops eontalnr a mntluane air Alr imseabfe insaledan shalt not be used■t a R=8 FO t 3"OR GREATER DIAMETERS AND R=G FOR DUCTS LESS AN ji ducts 3 inches(76 Ram)in diameter and not less than R-4.2 }_ ,,. .• ,, g material. for duets smaller than 3 inches(16 Ram)In diameter. --r ' l7O'"tar. - 3"IN 171AMETER ` Breaks u joints In t¢e sit barrier dial!be testa 4, DUETS AIR HANDLERS AND FILTER BOXES TO BE SEALED. I , The alr banter in arty dr celllog or sorfithatl bi i. INSULATE MECHANICAL SYSTEM PIPING WITH MIN.R=3. Sitceptonf Ductl or portions thereof located txtm- ARISEALINGVExterictPl- "bri 'SheathlijuSealTtstindlolnts all sdw116thetnsufetanaridan sups 1. pletely Inside the)uildurg fhernra!envelope - •-••--____c.- Ttis insulation In■rry dropped eelting/rottit shall be Cdlingim,k brtr�er w th be renal y s P le Igeed whh i :?drorder, 6. AIR BARRIER AND THERMAL BARRIER-A CONTINUOUS AIR BA R [NY]R4033 2 Sealing(Maodaiory).Ducts,air handlers Aerisa openSngs,drop down stairs or knee wedoon[a end'filter boxes she(be sealed.Joints and seams sl ell- uncon i►".anent&tile splices shalt be settled,r SHALL$E INSTALLED IN THE ENTIRE BUILDING ENVELOPE. BRE S comply with either he sealed. o Code of Nov Flak +t' t- R�� . Cavities within comers slid header of trams wells AND/OR JOINTS IN SAID AIR BARRIER TO BE SEALED. State Or R2sldehlial fads of New York Snare,of the ifgv -' t&t4 " The Juxtion M the fourtdetf n and sill aisle andl herealyd. Stull be Insulated by completely filling the cavity +- withamotnlat�ubing■pleteellolingthe, 7. WINDOWS,SKYLIGHTS AND DOORS-ANY SPACE BETWEEN OW York City Canslrucdar Code,as applicable. ' ...�%-_ ,. ( r s Wails The jundlon of die top plate and the top orextedorwalls R•ralue,of not less Ilan R•3 Per inch. AND/OR DOOR JAMBS AND FRAMING TO BE SEALED, a+ I . 1> � r� i �d+v ,, shall be teoled. - . t?;}gl .1hEDasl_stlxslnPaituutalEarl�lramad walls. - 8. SHAFTS-DUCT SHAFTS.,UTII.TI'Y PENETRATIONS OPENING T o Tr it EXTEIUOR Exceptions! - ' ` r l nxa walls stud be listed. t be installed to substantial rnimaet and ).Air-im"ermetble SPIRY foam roducts shall be a-' , .^ r Va - candmrana alignment with rise air barrier, OR UNCONDITIONED SPACE TO BE SEALED. P P V'.__ s.. Driwns mbMcd.gluod or ! Pam le le applied without additional Joint )" .11 Calnq drywas fordo w I annkolcQ to to pleta Yllmlowt,skyllahts and doors The 0p°co tt 'Bang and skyllghk and tl ejanbs - 9, GARAGE SEPARATION=INSTALL AIR,SEALING BETWEEN THE GA GE Scala. . 'lo wan drywal n, 4 of windows and doors.Shall be s4llid. .-..-----.- _ ' lodoi a'haalNa?I earahM, } ,d - SPACE AND ANY CONDITIONED SPACES, 2 For duds havlig a slate pressure e)aslliticatOil of :ikrwnx riln&eil,jkl•nl gtuad er°atikallid to top ddia Zirl.,r� ° , t! o Rlm jolats Rtm joists shall inclada the a}rbarder. Aim johns shall be Insulated [NY)TABLE QUIRE -MPONEN-"_ _ .. INSULATION AND FI?tiESTRAt10H REQUIREMENTS BY COMPONENT' 10. RECESSED LIGHTING--RECESSED LIGHTING FIXTURES THAT A INSTALLED m Q4nkntml to tap ptril4 r •i`4 ' FTaor framing eavity insulation shalt be insWlled,o pip WOOD Ltusa eAseraENr• Sias• ' IN THE BUILDING THERMAL ENVELOPE TO BE AIR TIGHT,-IC RA' D AND • less thou 2 Indies of water column (500 Pa). Cfadofng - " additional clashte systems shall not be-requiired . ='s P +.3, suatntaln anent twaiact with tie nndaratde of + ' 'I IulBoa[aprrmm't y. g CLIMATE F t+PPACTO10 N s11-FACTOR FENESTRATIOrr paaslE WAD. WAtr, IVALI. WALL A-YALUE WALL SEALED TO THE DRYWALL:" r for eontinuoust;welded joints and seems, and . Tw___nr seeied ,� B,tatch xni zeta spifolinr . rt,} vet t t I," ! decking.Ahern&tIvei tour with ilia - prywaR txtu It■d givs{1 �,if FTn slrawnla n .tilYested The air banlersholl be installed at any eaposdedge of ltvity Irltnlation ahnli be in Rant fl in the top aide S[IOe'• _,{(YAtuE_- g•VAluh' Tr YALOE an vAltlr�- lockfhig type jolts and seems or other than.the or guohotod ro boUoin plots extenar OheatMna_ T r; Insulation., h undlicersidfrige of floornaousltr.andsn ll installed an UJ 0.55 0.44 -9 2 or 3+5 19 D 13 iO,Zft 10 t3 SEE OTRER AIR SEALING NOTES AND DETAILS-THIS DRAWING. snap-lack end buion4ack types. _ e s ' gar+gas • -Qeltoth Plata aotrllld or i [.h r,'Lt 4h{nlldaD eat lnl, , r . 11 he unise butt of floor eloping and shalt rflo d air trundler.Air handlers shall have poskolyd[o eubllool ', 04A a Q++tbaiod in bodh m 1>btd• - J I Cam the bottom to the trip of aft perlmder!loot. 0.30 OS 49 30 tx TJ 13/17 391 fl 0, 9 I. R4033,2.1Seated AiRSEALiNG-DUCIVIiOIiKJ01N �- , r hamingmembers. tool 0 .55 R 20+ a +I 3 Sf19 ! , 15/l9 a menuficturer's desigtation far en air leakage of not ; , Exposed eanh In anvemed crawl spaces shall breavered Cowl ca ftisniat[an,where provided Instead of UPI oa Z 0 28 0 5 I 0 23 cavity 19Ri 30' 5119 ID,4 it 15/l9 , ter than 2 percent d life design airflow rate when • I _-sut llootQfuad,en'At'°dof yosttotoi. i: Duct Mastic klgtFoil Tape-_Onry r s i spa _.. -- •�_,_- • ° P fi tTm),1sfRlm alaetit9 I Crawl sp■se want with a Class 1 vapor retarder with ovalepplAt)'aEnb �aor insulation,shall ax permanently attached to - - tegled in accordance will ASHRAE 193. Jl 1 ;; NR Not Raqulred. . 1 res• .. Flhn lofttaan closur4 catdkod or 1•• opt' - For St:i foat+304.8 Und R40333 Duct testing(111mdatary}.Duets Sint be p i�4 d to to Plato, � I Dud thafG,utility penetrations,and Dud Shafer ■.R•wituet ere rtdnimume,UdaUnr7 and SHOC ere matimum+. ere insufatlan 3s irmdled In a cavity IM1+t lc toss than the latx!a desiao thlekrws of the • sure tested to determine air'eakage by one of the follow- ask°! P fa Shark penerntlonrpwMg to exterior autttmndhiondf space Stull!be 1 I ! insulation,the tnuatted R•roine of the lntuletlon ohe{I be Ran Ies ltun the R-value specified in the tabu. ptilhad. Ivad Or Wn'eaultad, i b.The fenesuallarr if•fador column excludes okyligML The Slla txlunm applin W all gland fenulratfan. �� el ll Ealallor afioal Q Bats to be Installed In n■now cavities s al)be cut to OrYM Cotrttfaveted Floor _ . methods. � /�- ' Fnge � � d o ate I tl or thdi be filled with insul■tion c"IW13"means R-10 eomfauaua lnmhllaa an dxilnledor hx eat or of the home m R•13 cavity insuhdon an the inter or of die bnament wall. ""�----' �•• - ��•+�� - wilb padkal+d la lop P)a!n QNod or gaskNla I top Pi - -- . --- - ,IF - In test:Iota]Iaka a shall 6e measured I I Nnrniw cavities "1S119-mans It-15 contiuvotn Insuhtbn on the Interior m ea for of drc home or R•I9 sanity Insulation&t tlrclnterlar.f the beameot wall.Alremnlvely, - . 1. Rough g _ __ erential rd 0.1 inch w.g.{25 Ps)nranss» t Ta 9 of aPblaal wet slat Cantlle�eFed Moors ar afr Seat ?eiiiY 17iSutafed at Got on Instansdon readily conforms to the available comp°■nee w4dt"15119 shall be R-13 cavity Iruulation in the tenor of the betemtxir wall plus R•3 cominvous Inot htioo on the intertar ar eittesloraf the apressurerill( fir- _ _. . nufticture(2 air across -- TO Pr s h t t o ql • _ uvity cpetz. home. -' - • �_., .- - 'i"" .� e stem Including the ma - Q r. the a g perlrfneter orJo$i trap ltltiris Alt orating limit be provl lid bdtvern the garage sad Ip° / " Y eae10L11tE if installed at the limb of the test.Registers }} rl Ouaga separation d.R•S insulodaa duff be vlded ender rite full slab arei of i br:red stab 1n rddhbn ro the sapdred stab edge]nsutaticn R-rokre for ab6s,+c indicated M the - _ shall be taped or ned at lie sealed during the test T, or snnlat okt i. condlJoned epuq. table.The slab edge huvfadon for hreredslabs shall nail be requ red to exumd below the sLb. �• -` Cintxeveted tloais,sec nd•stoty btnnp-outs,end b y windows Recessed light txmrrs instatkd in the buRdfag rkrmai Recused light fixtirces linttned in the 6uilrling e.Reserved. ..lariat nolb i ReaessnlIlgfihing e shall be men- i � °'- � - - jaT'(cake t end another area in the omi that often lacks props elr sea0ng. envelope shill bs sealed to the flolsltcd audaca permd envdepe ohnll be a1r fight and 1C ated f.Ruervr d. Y '2. Pastconst[ucton.trSL fD g pryranahutkgd,gfuodor 9asaplatasaslsd • p s 6 titled with Instal, wltlt od a.Alternatively,iniuladan s illideal to fill the framing sanity and vbling not fees flan an R•rohre of R•19. S t�/�I'ND V I W {/iG Q � `-• '-• cured witit a pressure dffarential of 0.1 inch w.g• ,rAnitalad io botom Plaid . I r.a eaD dariskad to nhhilaor - The boor comity mu t 9 fn eirertor xvrlh,br R Insulation chap be cut neatly m p J i .�-t••fixlatlq It dr,a , �:. 7 - ill around wts,b aid plumbing,t or be cutfissula nea drat eaattrntonvialnsulnlaa cavity Intiuladan,dx seroad valve h Carol s Insulation.Thuelrxq as an example,'93+5"nosier R•!3 cavity Itristlhtlan plus R3 (25 Pa)atxast the enlitesyslem,including the man- . t'm aln rntllknd rti '`�' D FI`?C .. . a g Iy ; Plunibing snJ wining an EnamRatlan readily corifotms to available specs, 1 L Mon wills shall be In�sordsrt x with Secdon Rat}2 tS.Thas' nd R•varueapPlfa whets mars than hdfof rite lnavl don is sm the lnterlor of the mars wolf. b ufacturer's air handler enclosure.Registers shall be tin to fd , ; it ed of Pasxafed M aoilom dale a all htnhint(i.e.,that is c pieta touchrnit>"the underside of -- - -- ,(I . ells"Ind•In altdkiot' ,t, PI - .Eq Y thi Door.f ha interior an exterior sheethlit0 reads(o be sealed sWI extend behind piping and wldng. j - - •`�� taped or olhenvlse sealed during Iht test. l ._ • •;j t c rr �(� . i nrfivtt J i,L i� 1 at the freming edges.9t ck61g between floor lols(s havld form The air installed at extador.rvaiit adjacent to-•• �`J.�\`r O��oO Insulation (Hands. - --B vl glu■d.anAlof w q• M t Fvirfai ti olis ad)s entroi}lowui Ind tuTii strait iia UIV TABLE R4o21,4 R403.4 MtctinniarE system piping knaivarsrr. ' x a c6irtalslaht aft barrier tweieh the cantilever end t to test showeittub an exterior call showets and tubs shall separate the wall from the _ i E unratEHr'u-FacroRs• � � RAY DQNE�'t,ARCHITECT "D)ZA•WIl�G N .Insulated. . - - - fi t� t fyrbn sYr , f '�"r� [g, !tl' orll,ehouse.CohY.uuov sheothiti ,Wdraslhsulalf gtosm •illowerortub. i FpAME ' ' '-eA&ELtENT- ^CRAWL +� 2� -L ARCHITECTURAL DESIGN tarp) Macbanical system piping capable of Carrying fluids < @n■liter shaau trt'gQ a+utkrd -`�W • all he Rhr�tl,byht,tie+uru dtrJki d toed tx pack trd b tit pinto ' 1 S1a Illd 6T a d i(star O The airbnrderdialf be Installed behind electrical and i CLIMATE FL'NESTRAll.. SKYUOf1T CEt ,& W� NABS WAIL FLOOR- WALL 6pACE WALL gmater than 105°F(41'C)or less than 55,F(13°P shall ,a•'r°�m .Lnitkt In Fin pints g !I shedlhtng,should cover he unrlmslda of the em,ttf ar and be EimulceUpharre box on efledor - ZONE U#ACTOR U#ACTOR Uf OR ebFAC.tofl• U FACTOfl . insulated to as R-valor of not less than R-3. ;� trT.?};;' r"}r= rxmunnmla[lan boxes.Aiarnadrsly,e6•auleA boxes t/FACTofl uFAcrofl u#acraA r y - INTERIOR faESIGIQ DA ,,: s' ?-;�eJ} �- 1 air heeled of Qie edges fill caulk. "Will shall be installed., 0.32 DSS 0. 26 O.0b0 O.D98 0.047 0.059 0.065 * a } * PLANNING Rt.DEVELOf+IVIENT . :i �-�� 1 Sig tat4 urshnAaQ over elf Osikat 4 R403.4.I Proteettonof piping Insulation.Piping inrula- I. . asod ovor aiq ocher ri' P s I '.j:.;: HVAC supply and return register teases lfi&t enerate. 5 030 DSS O.Q26• 0.060 O.a8Z o.D33 o osD o.Ds5 - t; " _�! RESIDENTIAL-COMI4AERCiAi_-INDUSTRIAL ;f6 - /. f•Z 3 o exposed to wester shell he protected from damage, .• R-•r Am p,;i.I ndi - A (1�'t t l;.. .. : t stow•u.meek amr air sea a Ihrha n°enlvuapar was krncllvn wad rue near: PP y B P _ d6 P� P •1, ,: y;. r} , RVACreilsterboWo bat}dfirsthermalenixiapeshall6esatedtolleaub0oor, including that Caused by 6unlighI, moisture, equipment • Nato:ehgtled compononia doeipnot$ Hato:abided coa+poaonta doapnnnc o •..• .,;,.T?F toaav n.wan smcttma wall covering oreelling penetrated by the bbal ' tK REVISIONS: hiL vide oil Ilaw nlofdor+yclom M. n61 atv raiMd■ray+Ism 6 - p30 0,55 m 26 • D,on t 0.060 D.037 D.O50 D.055 _ __ Wlurerequiedlobewilled,eancealedfiresprinl0ensholl 1 Honlenestradiso ,auonstunheobu[rrcdlromtneasvr mem,nleulationmen vedsource O �2ag� O� $-AIIAIIYVI�E NEW YOR;C'f'(7D1 , . . maintenance arid•whd. The protection shall pro led a ma a wan U fwlaa alma not vic-if 0.06, . .-_._-.--.-..-- -. .".-� -_.. . ... ......_... _..... a. f +lT"o - why then rct loan so list° or m shield[ngfromsolarndtationthatcancausedegradridon __ --�-, J rmly6eeerledtnamngatothera6hsiveSedadbyhol - i' b,b�ty„walcZattDbeleearordanxw06511,climate one Rams ndDo tits ! lien j' RtOs:d.rdUfldingthemralerrvelopa r Cancealedsprinklen nulnuf■dUrer,Caulkingmotheradhuivetulmisslrn MCIM1nmeZole4emplMarine,O.DdSIPCIImoteZotrcSard�Aarine4,■nd0.0371nClfmateZonee i ofthematerial.Adhesivetapeshalibeprohibited. •- ,qj�parllet end Tlterinal BaiT'[tar AlFyrllnerit F O N (631)691-1. FAX{631)G91-1718 nm 6e isssd m 011 voids lx[ween Rta xprinkter lover R403S Service hot Haler ,y11 stems Energy ConSerYEdiap flrebulldingthennafehvefoiL+lshalieomplywllhSectiotasR4 2.d.LtandRd0�.1.f.2. Titesealing ptatuattdtvallsorcatlinga - -- �- alnwum•fwrnldlnenlensasdneilhyFlauraA301.faudT■blfR3aLttlheb■armanwxltUJndardullaate.ceed].360. measures fbr servtcehot watersysteme shall be in accordtmee trvelo' a Afr sealing sw_cac��'_fd!"o s.^lanes to o!+tta!s methods befwaen disslrnifarrnateribis$hai}oiloW for tfi�/erenf of etrpanslgn and cantrarllion. - - _- - I� Irl�Al : R.Q. . . ..T... . HQO,C. .,.:, with Sections R403.5.1 through R4035.4. , ._-- - - --- •-._-. . _- -- - -• .• - -- - . - _ f�". t 1 -... __ �._. --. 1