The URL can be used to link to this page

Home My WebLink About44882-Z Q.'af FULL Town of Southold o� goo• 2/12/2021 a y� P.O.Box 1179 o - o - 53095 Main Rd y�jolr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41816 Date: 2/12/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3 Sweet Meadow Ct Unit 75, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-43 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2020 pursuant to which Building Permit No. 44882 dated 6/18/2020 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: One family dwelling with unfinished basement, covered porch, screened porch and attached two carag_ra egas applied for. Unit#75,B-2 model) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0129 11/02/2020 ELECTRICAL CERTIFICATE NO. 44882 02/08/2021 PLUMBERS CERTIFICATION DATED 02/08/2021 ffolk glumbing CoNractors Inc. Aon- J Auho r' a ignature r. TOWN OF SOUTHOLD �gUFfO(,�C�Gy BUILDING DEPARTMENT N a TOWN CLERK'S OFFICE SOUTHOLDe NY yhol � �aot-4 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#: 44882 Date: 6/18/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#75, B-2 model) At premises located at: 3 Sweet Meadow Ct Unit 75, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-43 Pursuant to application dated 6/1/2020 and approved by the Building Inspector. To expire on 12/18/2021. Fees: ELECTRIC $150.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $2,111.60 Building nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department A. For new building or new use: P with the following: 1. Final survey of property with accurate location of all buildings,property lines, unusual streets,and topographic features. natural or 2. Final Approval from Health Dept, of water supply and sewerage-disposal(8-9 form). 3. ,Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of ° 5. Commercial building, industrial building,multiple residences and similar buildings and installations, of Code Compliance from architect or engineer responsible for the building. 1�O lead. 6. Submit Planning'Board Approval of completed site plan requirements. a certificate B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and " re• i • » I. Accurate survey of property showing'alJ property lines,streets, building and unusual natural or to features. P existing land uses: '2. A properly completed application and consent to inspect signed by the applicant.If Certificate Of denied, the Building Inspector shall,state the reasons therefor in writing to the applicant. a of Occupancy is C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50. 2. Certificate of Occupancy on Pre-existing Building- $100.00 $50.00, 3. Copy of Certificate of Occupancy D0. 4. Updated Certificate of Occupancy- 5 5. Temporary Certificate of Occupancy$50.00 -Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: Location of Property: # • (check one House No. _ "WStreet ax-' ' """ ��ow Of Owner or Owners of Property: �,L�- `s- f lamlet Suffolk County Tax Map No 1000, Section ®� �} Block O Lot 0� Cb��n ti®�,1; Q �'k,�o Filed Map. 7 Permit No� Lot: —� 4Ceniffiate ' of Permit. --'Applicant: / �Health Dept. Approval: Underwriters Approval: Planning Board Approval: .. r1 Request for: Temporary Final Certificate: clue k one) Fee Submitted:$ Ap li ant S at it CONSENT TO INSPECTION � �� 'the undersigned,do(es)hereby state: Owners)Name(s) That the undersigned (is) (are)the owner(s)of the premises in lie T w of Southold,located at Wy-L -fit S - which is qhown and designated on the Suffolk County Tax Map as District 1000, Section Block 0 Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildii Cns a tor's Office for t f Ilowin That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge -and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: 03 i a ) & ( nt N ) (Signature) (Print Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �®� roper.richert(a-town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 3 Sweet Meadow Ct (unit-75) City: Cutchogue St: New York Zip: 11935 Building Permit#: 44882 Section: 102.1 Block: 1 Lot: 42 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 42 Ceding Fixtures 11 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 36 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 150a Switches Twist Lock Exit Fixtures TVSS Other Equipment. 3-combination smoke / co detectors, 9-combination GFCI /ARC fault circuit breaks Notes: Inspector Signature: Date: February 8 2021 81-Cert Electrical Compliance Form.xls SO�T�,� Town Hall Annex n 'Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'BUILDING DEPARTMENT TOWN OF SOUTHOLD CE RT IFICAT10N Date: A44 Building Permit No. ,Owner:, b e lease print) n Plumber: (P e e print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this day of . 20 ANNA 171011TA Notary Public,State'of New York Reg.No.01 F1�3S8364 Qualified in Suffolk County Commission ExpireV�.((�L Notary Public, /& County 4KV -t oy4'p V h �O 64+ # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ]= INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM 0KS: l S' ;ft4 ?-lovi„(�40v�, � 0 T • DATE INSPECTOR �apF SO(/Ty� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 NSPEC ON [ UNDATION 1ST [ ROUGH PL13G. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OfSOGTyo� Ll &2- -3 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATEo INSPECTOR OE 50Uryo� �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: /moi�l kit= DATE �� INSPECTORS' qq% o�aOFOUTHp �, .4- TOWN OF SOUTHOLD BUILDING DEPT. ^ou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ],ROUGH PLBG. [ ] FOUNDATION 2ND • . =FINAL ]" FRAMING /STRAPPING [ AI,0 [ ' I FIREPLACE &--CHIMNEY- [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) : [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O .REMARKS: 4L CIA 2 DATE, INSPECTOR L1 �g as ., a � _ k,. t 1 � J 1 1 1 ' l � I t� 1 1 Tom, _. 14 � /�� • � ',3 ~y C � S -4k Aik .� ` .r_ y .�r ,(� _ '� .�, .. ♦Yr� `gyp," 1 �� 7�p1p�,,� �{,�1 �•1�` �' ':4� '.11j wi .'. � M •,��i .�%'�' da �'�' R q��y^> 4 '� y1G ? -fl ,t ,• .. ,ti , , S ,Y� ,f� ,j �d ��i•� IL"" �",'• 'AT't•�11 r( ��' ♦ �4t `"�,•, ,� �, S !9"q� �J ii� �y , � � N:b�" r�t9i•. tiE f . t45 3'4i �c:aa f' 7 L •q -,7 •k r b.F •s � t �/. a f� , �_ J{ �� •` .. a �� '� �� •� • a./' mil �":{ �' l' ,'� a• �a• -.. h \ r. �1 �1 pan z.x nu en�m�+�� -� � �.< �� ' ■ r � 'BS� i�w� " �� -it �\ w: t - 1 L bbb .. a ey*Vvf. s f.. � w[ _ 1 1 ai Y`:e .m ar. - r - "r r �f ei _ - �I R� 1 _ _ R x � 4 {a L I'� ti s r - i � N i o 1 e j ! IT14,rl J ;< �, :,'sae. S> s� �-• o. �� 41t� �. �* �� d ' i �: .. 4,,��: .. IFJ 44- z x #• F W§<, fX `may � .. �`k. r x kr. V k fy a - 4 k ,v h.Y i t � , » s X a .t m 3 f .a YpZ � h N _ E ti c 7 r f x 1Ai> x iTj y�� 71— All, 3 - Home Energy Rating Certificate .r "1 W�fIM rNrw u.r baa w.�.�� f�TI16MY WMY yf fDlYtf4N•iNf K1'Y i/�r, r�w��lY M11rM ' u f„e ,efS!�I ��'s—.H +ti+,��9�',e"•^et' fir"` `� -- �+r!" �'tl�''�-� a . r ''r...�„,.,3.. ji- 4 tv } ti ti ' 1 ..ia 't .., a s,t 1. �,7.•f �"'�-�'.,.1.� �•-�J'c rJ�'�arf*"""'�i�+Y �c'.,- t ;ty.±? r s ` � c ��- r z: - : _ .?�� 4 l it } 5 t..,-• - c f4 �1 ti C F •� I r pp!r F _e- r� w,�.� his®fib Manual S Compliance Deport Job: � 9 Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC i 1648•A Locust Ave,Bohemia,NY 11716 Phone,631-244-2627 Email.rb.delfmo@energytestmgservices.com I I � • • • For: Model 132(Magnolia),3 Sweet Meadow Ct Cutchogue, NY 11935 j s • n® o e Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F f Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Perffonnance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 k Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102%of load Latent capacity: 5400 Btuh 216%of load Total capacity: 18000 Btuh 121%of load SHR: 70% • e • Design Conditions I Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.0°F Manufacturees Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131%of toad Temp. rise: 0 °F I I Meets all requirements of ACCA Manual S. 20IWan-04 14:37:07 -F wrightS®ft" Right-SuReB1 Universal 2018 1&'0.32 RSU20066 pap 1 AXK ...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup 3 Sweet Meadow Ct Colo=MJ8 Front Door faces: W I r I I f ■ - ■ ■ - Form i •- � - • RIPER 1 � K • • •.• • • - r 15 Mar 08 Ar GTL'"C(jt=ndkrera a I Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes [] No r OEM performance data(heating,cooling,blower): Yes 13 No Building plan#. Manual D Friction Rate Worksheet Yes 0 No E Duct distribution sketch: Yea No(� I Home address(Street or Lot#,Block,Subdivision): Model B2(Magnolia),3 Sweet Meadow Ct Entire House ; HVAC. • + ! CALCULATION . • I Design Conditions Building Construction Information t d Winter Design Conditions Building Outdoor temperature: Front Door faces West 1D •F �Noorrth,East West.South,Northeast,Northwest,Southeast,Souihweat Indoor temperature: 68 OF Total heat loss: 28094 Btuh Number of bedrooms: 2 ' Conditioned floor area 3299 fts I Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 OF Indoor temperature: 75 OF Windows Roof Grains difference: 30 gr/Ib(x350%RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none Blinds,drapes,ate. E. Latent heat gal n: 2840 Btuh D1 Window Total heat gain: 16922 Btuh Number of skylights: 0 Heating Eauipment Data Cooling Eguioment Data Blower Data1 Eauipment type: Gas furnace Eauipment type' SplitAC Heating cfm: 600 umace,Heat pump,Bait,etc. it Conditioner,Heat pump,oto. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 82 SEER 16+ Fans rated external static pressure for design airflow Heatingoutput capacity 36800 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity atwinterdeoignoutdoorcondhions Sensible cooling capacity. 0 Btuh Aux heating output capacity. 0 SMh Latent cooling capacity. 0 Btuh Design airflow: 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 In H2O Friction rate: (�003 InN00ft Branch duct Round flex metal Friction Rata ASP•(TELz 100) 1 { iI ,Contractor's printed name: Contractor's signature: Date: T Reserved for I COUntyTown Municipality • e • • *Home qualifies for MJ1AE Form used on Abridged Edition Checklist f i �1• s Tl'r wrdghts®ft- RightSuite®Universal 2018 18.0.32 RSU20066 s 4 Load Short Foran Job: Wrlghtsoft>, Date: Jan 03,2019 i Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244 627 Email r.b.deffmO@energytestingservices.com Prhie •rma,ti • For: Model 132(Magnolia),3 Sweet Meadow Ct Cutchogue, NY 11935 � - • s ofi i Htg C49 Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M ' Inside humidity(%) 50 50 f Moisture difference(gr/Ib) 44 30 { i HEATING EQUIPMENT COOLING EQUIPMENT ` Make Generic Make Generic i Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (fta) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CLI 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 j Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018,1en-04 14.37:07 wrightsoft e Right-Suitet Ur�versa1201818.0.32 RSU20066 Page 1 k6A...mor Model 132 MAN JSD%Rimor Model 82 MAN JSD.rup 3 Sweet Meadow Ct Calc=MJB Front Door faces: W • E wri ht§oft- Project Summary Job: 2019 Entire House Bye Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244.2627 Email.r.b.detrino@energytestingservices.com i s • 0 • For: I Model B2(Magnolia), 3 Sweet Meadow Ct Cutchogue, NY 11J35 Notes: k f i Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US j Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gNib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh 1 Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Ratelswing multipplIier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Stuh Heating Cooling Outside air Area(f:2) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load(Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 56800 Stuh Latent cooling 5400 Btuh Temperature rise 56 'F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm 1 Air flow factor 0.024 cfm/Btuh Air flow factor, 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 l 1 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed. I' -Fk wrigh tsoft- 2019-Jan-0414:37:07 . - ......,-.., Right-Sults®universal 2018 18.0.32 RSU20066 Page 1 I ACCK...mor Model 82 MAN JSD1RImor Model B2 MAN JSD.mp 3 Sweet Meadow Ct Cale=MJ8 From Door faces: W l i N i Level 12 &90§rRakfast _ i &98 cfm 140 cfm Living 105 cfm hn bed i adiab Pant r Laundry 0,60 cfm Dining area Mud M bath E;67fm K 11 cfm CL1 17 cfm �40 cfm Stair 1 Foyer K27�Rth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 107 cfm i Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services... page 1 164$-ALocust Ave Right-SufteO Universal 2018 Model B2(Magnolia)3 Sweet Meadow Bohemia,NY 11716 16.0.32 RSU20066 Cutchogue,W11935 Phone:631-244-2627 20l Wari-0414.37:16 N JSD Rimor Model e2 MAN JSD.rup r.b.deifino@energytestingservioes.00m N Level 1 r 6x1 8x16 1 X-1 1 219 Cfm i adiab 0 i f Bsnlnt Makeup air 60 219 cfm CFM Skuttle, 14" 5" model 2161 9:---24x16 24" 8X16 Job#: Energy Testing Services LLC Scale:1 :91 Perfonned by Energy Testing Cervices... Page 1648-A Locust Ave Right-&Me®Universal 2018 Model B2(Magnotia)3 Sweet Meadow Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-24426272018-Jan-0414:37;16 N JSD�Rimor Model B2 MAN JSD.rup r.b.defflno@energytestingservices.pom wri htsoft Duct System Summary Job: Date: Jan 03,2019 £ Entire House By: Entergy Testing Services.. Energy Testing Services LLC ' 1648-A Locust Ave,Bohemia,NY 11716 Phone.631-244-2627 Emaltr.b.dogino@energytestingservices.com a • - p 11 { 3 For: Model 62(Magnolia)3 Sweet Meadow Ct Cutchogue, NY 11935 i , Heating Cooling t External static,pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O . Available static pressure 0.01 in H2O 0.01 in H2O t Supply/return available pressure 0.007 0.003 in H2O 0.007 0.003 in H2O ¢ Lowest friction rate 0.003 Intl= 0.003 in/100ft # Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft i i 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 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 sti Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 OX 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 so tD - o Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk WC Peak AVF 60 90 0.003 135 1111 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Roldlitallc values have been manually overridden 4 wrigi,tfisof#~ 2019-Jen-0414:37:07 „. RigM-Sufte®Universal 201818.0.92 RSU200S6 Page 1 ' ACM...mor Model B2 MAN JSD1Rimor Model 92 MAN JSD.rup 3 Swest Meadow Ct Cato=MJ8 Front Dow faces' W EI i Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24662 11906 600 600 Other equip loads 3632 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 i TOTALS 3674 28094 13404 600 600 I i t 1 f i 1 } i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i WY1gh$sOf$' ?019-Jan-04 14 37.07 �ki ,.1.11,,1..I,.,...,—, RightSuite®Universal 2018 18 0.32 RSU20068 Page 2 ACM ...mor Model 82 MAN JSDIRtmor Model 82 MAN JSD.rup 3 Sweet Meadow Ct Cato=MJ8 Front Door feces: W r } 1 a e ® t(} � , 1 i l Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist f Duct Name Size(in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in)' Mad Trunk j 4 rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 687 78.0 0.003 212 24.0 Ox 0 MtFx i r i i i i i t i - - lnvrightsoft` { 2olg,lan4414.37:m 1 Right-Suite®Universal 20181&0.32 RSU200S8 page 2 i ACM...mor model 82 MAN J=Rimor Model 82 MAN JSD.rup 3 Sweat Meadow Ci Calc=MJ8 Front Door faces: W } t 1 i GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH Rt SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 75 - permit#44882 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the,2020 New York State Residential Code. Respe y bmitted, ED ARC � \5 &ERT c& y�J� C, C7 2.0 ery ny, AIA, LEED AP Princip N� '9 0238A'O 0 T��F NE�y f,•- .,�x�n -'4it';,-�aY,,.ga,•`,'..,'rr.�4��. �,�5 '`:.".�.`':-:�:~ -'r� _ f L7RCH 'zj ARCHITECTUREIAC 37450 Exp REBS DR(Yla SOUTH �'.?. '�,- .ii '" Y i;?'t`u,�?T�L,:".,s_. 'f:{;�r•r;�-nE i'�f:?.'t�,.� �r=y�•9y+„� {(({ c _ <... -�, ;�> -• ,< •,,t; i ',,, _' ,�f�. a .: ,i SUITE 202 NY 77749 't>,:.�..',.,:,..<C:cam' :�,,,',-�_�,y�'x t.�P�m..nz,u„a,,.,•li.U�%.:, �.cjn!,�:;'.«:c.`- ,.-.....{ _�;.G.e�'a..:.,•'t`tc<. ,`,T�"-i;:�,c WWW.GRCHARCHITECTURE.COM .�_ (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms. Amanda Nunernaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foarn and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM . espectfu)ly submi ed, I ; ED ARc ogEf{T cy hid CA Glen Cherve y i IA, LEED AP Principal 02381a 0 T�0 N�� +� A .S MIECHAgICAL C094PORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 ^ (631) 563-1298 Fax: (631) 563-2954 nome Energy Rating Cerdfflkate Property HERS 3 Sweet Meadow Ct Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2021-02-08 Rating Number: 4032 3 Sweet Meadow Ct Registry ID: 352928394 Cutchogue , NY 11935 Estimated Annual Energy Cost Percent HERS index: 54 Efficient Home Comparison: 46% Better Use AAAA6tu Heating 50.4 $Cost Cost 40% General information Cooling 0.9 $55 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 11.8 $225 8% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 22.9 $1322 49% Bedrooms 2 Photovoltaics -0.0 $.0 -0% Service Charges $16 1% Mechanical Systems Features Total 86.0 $2718 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 120 cfm,23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1352 Clg: 1352 CFM50 Foundation Walls R-13.0 Method Blower door TITLE 1352 ACH50 X 60Min/Fir=81,120 /30,910 M = 2.621 ACH50 Company Lights and Appliance Features Address Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas City, State, Zip Interior LED Lighting (%} 100.0 Clothes Dryer Fuel Natural gas Phone# Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 1Rcbe tB DP.t&no REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 3 Sweet Meadow Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Condition Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-02-8 Outdoors Temp During Test: 36 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: eating System Pri_ marv: Yes�✓ No Q Type: Furnace ✓a Boiler[]Heat Pump Q Other Efficiency 4 Fuel'noe 2 Venting Tyne 3 , ' .,Draft, s illa S iSn Mage CO CO — - Circle Type) Pascal (Worst Case NaturalWorst Case atural Ratio :95 NOP❑O❑E❑ NQN0MCS_✓ N/A Pa. Pass El Fail❑_ PassElFail❑ N/APPM N/APPM Water Heater. Prima Yes ❑✓ T ie: Standard Tank✓Indirect Tankless� Size: 50 Style Common Vent Primary: No � InstantaneousQCommemal (See Note 5 below) (Gallons) 4 Stand Alone Q✓ 3 - Ventine Tyne 3 Dra . SDdlage illa a(Natural) E reien Fuel Tvne (Circle T pe) " (Pascal) (Worse Case) (Worse Case) • (Natural)° EF:69 1 N❑✓ PO O DE0] N❑M❑S Q✓ /A Pa Pass Q✓ Fail❑ Pass✓jFailE] N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes D No Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency. Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency. If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Robert B Delfino Rater Number: 2652967 Rater Signature: lRobeYt B 'Deft" Date: 2021-02-8 GRCH ARCHITECTURE PC . 37,90 EXPRESS DRIVE SOUTH a SUITE 202 ISLANDIA, NY 11749 W W W.GiRCHARCHITECTURE.COM (631)864-3395 October 16, 2020 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 75 Permit No. 44882 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per'the Planning Board's approval dated January 18, 2019. YGIen �FtED ARC C submitted, �\'O a,eERTC/./ � 2� ny,AIA, LEED AP 0238A' OF NE�� SCOTT A. RUSSELL r MICHAEL M. COLLINS, P.E. TON"ENGINEERSUPERVISOR TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 J Fax. (631)-765-9015 ell AlICH,\ELCOLL IN 4r-T0WRS0LMJ0l.DNY-US, OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 13, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re:. Harvest Pointe— Units 59-62&73-76 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for Units 59-62. The developer has also achieved final stabilization for the front and side planted areas of Units 73-76. The rear areas of Units 73-76 have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of Units 73-76 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of Units 73-76, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight(8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. 'Sincerely Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex '�A Is P.O.Box 1179 Southold,NY 11971 54375 State Route 25 (cor.Main Rd.&Youngs Ave.) Telephone.683L 765-1938 Southold,NY www.southoldtownnY.gov COD PLANNING BOARD OFFICE November 18, 2020 TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Certificates of Occupancy re: Units 59-62, 73-76, Tennis & Pickleball Court The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 59-62, 73-76, along with the Tennis Court and Pickleball Court of the above-referenced Residential Site Plan have been completed based on the site inspection made on November 10, 2020 and the subsequent work session discussion November 16, 2020. These units, courts and the supporting infrastructure on site, are now in general conformance with the approved site plan dated September 26, 2017 and the-amended site plan for the Pickleball Court dated January 27, 2020; the Planning Board supports the issuance of a Certificate of Occupancy for these improvements. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. .,_�es�petfgl Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD INSPECTION RERT DATE COMMENTS / *-i� v 41- FOUNDATION (1ST) ci he- � lu ------------------------------------ C FOUNDATION (2ND) O v thKb I S v�v H � ROUGH FRAMING& PLUMBING i G INSULATION PER N.Y. STATE ENERGY CODE CIO6. yfflx tf G FINAL ADDITIONAL COMMENTS ' ° 101 wd -� � y , w x �✓� L17 TOWN OF SOUTHOLD BUItDIN6 PERMITAIPPLIr-ATION CHECKLIST BUILDING DEPARTMENT -Do y 'hav l0r need the following befqrqapplying? TOWN HALL l oard of Health SOUTHOLD"Ny 11971 4 sets'of Building Plans TEL: (631)765-1802 1802 Planning Board approval FAX: (631) 765-9502Survey_--- Southoldtownny.gov PkRMITNO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 OU Single&Separate Truss Identification Form JUN 2020Storm-Water " -m ent Form- ,Assess N Contact: Appro,ved 20 Mail to, -04- Disapproved a/c X17,3J Phone -4 Expiration 20 BWding Inspector APPLICATION FOR]BUILDING PERMIT' Date 3 20-c' 6 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to,-adjoining premises,or public streets or areas, and waterways. c.The work covered by this application may,not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the,work., e.-No building shall be occupied,or,used'ih,,whold or in part for anypurpose what so ever until the Building Inspector issues a Certificate of Occupancy. = , f.,8v-ery�building permit shalt 6#6'-ifflie v�rk`autho-rized has,not commenced,within 12 months after the date of issuance" "or"ha"s'n'ot,been completed wi 'Athin.I8'm6dths`ff6ffi such date.may a uIf'no zoning dmendirf6nts or other regulations affecting the ' -6,--,in-%Vritino;0 property have been enacted in-the interim,the,136ilding Inspector m th6iiz ;-thi extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS-HEREBY MADE to the Building Department for the issuance of a Building Permit pursuAnt to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances°or Regulations, for the construction of buildings,additions,or alterations,or for,removal,or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. et'nl®v- d — (Signature of applicant or nanie,if acorporation) (Mailing address of ap- 71licant) State whether applicant is owner, lessee,agent-, architect, engineer, general eral contractor, electrician,plumber or build6r Q)14 ht4,-"' Name of owner of premises Kithoy, I (As on the tax roll or latest d6ed)'-, If applicant is a corporqtip•n, signatur o 4uly a thg9jzed officer (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians-License No. Other Trade's,License No. 1. Location of land on which proposed,work will be done: House Number. Street- Hamlet - County Tak Map No. I'000 Section. le),A 4 01 Lot, Subdivision- ��i/l+ 7 ®r' Filed�Map No. Lot Subdivision- 2. State,existin use and'occupandy of premises,and intended use and occupancy of proposed construction: a. Existing use•and occupancy b. Intended use and occupancy, 3. Nature of'work(check which applicable): New Building Addition Alte►ation Repair Removal Demolition Other. ork (Description) 4, Estimated Cost "o��ba bo b Fee i (To;be'paid on filing this application) 5. I.f dwelling, number of dwelling units ' Numb6r-ofidzwelling units on each floor4 If{garage„_raurtmber'of cars da4/ 6. Iebusirtess, com'niercial or mixed'occupancy, specify nature and extent of each type'of use. 7. DimensionsVfekisting structures, if any: Front Rear Depth Height` Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories i 8. Dimensions of entire new construction:Front,�� . �A l� Rear �� LV Depth [ t Q) Heig,ht ��' (,j! Number of-Stories 9. Size of lot: Front Rear Depth 10. 'Date of Purchase .Name-of Former.Owner ` 11. Zone or Use district,in which premises are situated 12 Does proposed construct ion-violate�any zoning law;ordinance or regul'ationTYES NO 13. Will lot be re-graded? YES V ILIO ' Will excess fill be removed from premises? YES NO� 14. Names of Owner of premises= Address QW ke Phone'No. 6 '” Name of Architect �� Address '�t. !� Phone No 6 �.� Name of Contractor S ;� ac4� Address r, Phone No. 15 a.-,Is this property within 100 feet of a.tidal wetland ona freshwater-wetland? YYES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BEERR� 'RED. b. Is this property-within 300'feet of•a tidal wetland?-* YES NO IF YES, D.E.C,.`PERMI-TS MAY BE•REQUIRED. l 6. Provide survey, to.scale;'with accurate;foundation plan and distances to,property lines. J. 17Af ele,.ation'at any point'on property"is at 1-0,-feet or below, must provide topographical to on survey.. • ' 18. Are there any covenants and restrictions with respect to th's property? * YES NO ::: IF YES, PROVIDE A COPY. 66,% STATE OF NEW YORK) enVO(4 : COUNTY.OF y being duly sworn, deposes and says that(s)he is the applicant '(Name of individual signi g contract)above named, (S)He is the (Contra-c r,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to.the-best of his knowledge id be f;Rd that the work will be, performed,in the manner-set forth in the application filed therewith. Sworn to hefore"me this day of �l �ti • . 20 .. ; SHERRY PIRONE ;! Notar P blic' 1aOTARY PU"BL-I�C.-STATE OF NEW YORK :Sign ' re'op]i ant ' Registration No. 01PI6388308 (qualified in Suffolk County � Commission Expires March 04, 2023 rQi r BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Y s, Town Hall Annex - 54375 Main Road - PO Box 1179 C ; - Southold, New York 11971-0959 �'_fY�' Telephone (631) 765-1802 - FAX (631) 765-9502 �K _'` roger aC�southoldtownnYcov— seand0southoldtownny.Qov111 �1 _ APPLICATION FOR ELECTRICAL-INSPECTION— ELECTRICIAN LECTRICALINSPECTIONELECTRICIAN INFORMATION (All Information Required) Date: 2 c2b Company Name: Name: License No.: ® em'Ail: �C Address Phone No.: JOB SITE INFORMATION (All information Required Name: ? Address: (� (IY� bwA 0 41 -' Cross Street: S e Phone No.. 3i •� BIdg.Permit#: email: Tax Map District: 1000 Section: 10� ()l Block: 1 . 0(2 Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Size& 3 Ph Size: 1�Q_A #Meters__L _ Old Meter# Cewervi - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead #Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION N`v� Request for Inspection Form.xls f �0 H �G�2 l BUILDING DEPARTMENT-Electrical Inspector c < TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4% �a0�' Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 2 Date S 2020 Customer Name MG e✓aD,pMjN LLC Electrician Name MT 7P Address Gly(-r 7 S Phone e-mail v �GUr e-mail Phone =License —700 Mt�, Size A Phase Overhead Underground_� #of Meters _ Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? 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 to y m the date above. Authorized by ti 1s:s:r--------------------------------------- 6'Ffl( a ! Town Hall Annex �y^� a ;`,Gy, Telephone(631),765-1807 54375 /lain Road P.O. Eiox1179 Fax(631)";,765-9502 ' t +St, a, '- "',gip:•,-`?;I Southold, NY 1,i971-0959 ,'y"'4'� ;'� ;j,,' `,�• �;�,r� l� ,,tis d�,�,�•;,� .,d „��'S ,! , WW BUILD a R? RT' �A M ' `v f , � J '!' Par""`jVd' ,3" 'Y:�•l a.+•1x+ f✓7i,tf1(A v ,>y ,N �,°�yi , ,. L NOTlGl=,.�'FxtUTLLIZATION OF TRUS-aTYPEc i Y' 'IrAZUCTIQN, PRE-ENGINEERED � Ul')Ob"CONSTRUC 10 '`- G T N N'[]lC3R,7;IN9 ER CONSTRUCTiGN 1„l M1�1, �,'r' vj"Ji 01 rr y ,a, ",w"(4`t8W 'i�kLan,",, f - ri`,'• Nf�,,, �. P ;Date: .; Ownert, � _ ��/ 3.1lr�sc •ii `,v,� r��i �V r`'�F4frl r• 1 ttr",'�. ` -,x��„ b �.,s; t 1 ti.:n?cif P s, Loca ti roperty: ' ��Y�Z' i�, - SS"'r "J"'.':� ',Sy,n•'�3a"�,, ,"F� ,x v a; G a�� N'• ,�.•:" ,, a., .,`', rx_, xd�`r, r,<^,., i7�:;" n,, ;SSJ .';t;,, Please,�ta `,; otice that " .;�'f�x 4��'A." s,"s�+?'�"1v !.,'m �`•;, 'nf,.�_ �t• '�$.'�3�dy ,,,, sr`� ;ly°,i New commercid f,,',e6,,3!dentialr';striacture • .r�*ok/`j.�;+.�*y�,�.}y,,",,.,i}ir" t, ij•, ,! `,'� ±�(� �:`'•,'�w�,ar,�xb�;•-k�'.7�,;q„� y r 'sr,��'� A,y 1 `�.'`, i` '�;a `i','i�f'7`•,: •'"ji J^I,^'Lh-,;;Ir'"` „!Y'`5,, ,�� :;5'',4w,rAddition to existingk+ji rr' rdiatde,t6sideia6�al�s'tru�f ,�tc,.e''r`� {,' � f „yF ,! f' ,. Y��Y"x' �:t �a'�YiF-"n:€„ •L �� > ,x`,� } �:'- vJysr'�,4;d�;�,�';,,, ••*'i +rY"i!1�d'�ir•S } .,::�'�.�'`�'n�g v`c"+i f,;ly , WWAM oy �{�� a rig grcial or residential".strucfiure .c t,f+,541,,4. 1' .i+',>"a,,,�A:,"� 4r; g,', irF;�{a4, i 4`r',•'n��,• t+'^4•" ,Q� �,.r•',x;YA.k ¢ori} q >"�: �„r.�.-,� :yi•`.• f,•S.rd',,� to be consftbt d,i�ar' erformed';atE,th`e subj c# ro'perty reference,above wikl%t.►tip�i Y '`°' p fl,�q"..n,'nAlr df fi” ,}44' (check aPp r. ;;'Truss typ, construction (TT) Pre-0 � e i ed4,.Vy d con truction (PW Timber c6nsriitoi� 1`'Ci:;;� in the,�folfowi�g local:ion(s) (cher 'a liabl �ir�:;;; ` : :�;; „v`;"=,�� ,1;; "f, r tµ , z.p �•, "Vo, sig s'z Floor framing, inciud' , irclei=sid';tiearris'('F) " .r „ Roof framing (R) Floor and roof fr in (FR) „r'�,� �`'�Si�r'Yature: '' .' � . .�_ , �. • Fz ^,., ,�. , , r ` , ., r „ , . , Nat (persron„subr 1itting,lthis. Capacity check applicable line): ' ` y.. ;`., 4 �F.y',,,��,,,r,�;. �',,; 5{.,� d ,�yti'i'!'n;�•�FcYk�� P Owner �; �� ; '; ;^`,,i,',z,•:i., �; , Ih• ,� �, -h;,�' 1.=i n'`, is„�,,,. 'y' _ 11}"INV "O heI''representative ,4 TrussRegMdocx. Effective 111x!015., ,Y �rr�:'� rt�•` 'fxrk.' 'tet'; u„"�r .`,}�! �.4iui •�.vk� ,,, a , y , .t �:^.;�i/•;5'`t`,��"'f°i��, '�'0'-rF,, _ -7y,. •Fjl�'< .� , s n "F �„ •r d ` d " " 7f� i ,,m��.� td•w:• z yn'p•, "v„r 4 �+v,s-id�' V:r"";, $ t I ; i �.Y�"�+ I t Ing t -r=„ r,� ,.r�' LLS^. �� •yrr, �.7r� .a>,'rc. ,.a j; ;. . r � S i t !! r:tl ,'�y 1 ✓ 7 e.}Y/�Y ,�'riJ��tti L• " -::t?'1 �:-•yr r Yin�ti r?�4,. x� }�iv t1� •}:yyP�7�.�'1 F YL .ti� r4 ' th}+.y,1�? !f s j..L•r�� •.GRt '. •,� ^4w•r: ter•:, r 3LL�.71� � r f t r t T�r r N•>qit t P ' rr ! ' - ri r• - .. a .r. - 6sr, � lr (y�t. 7 i t1� � ,lf � y( s 3 ti �.�• r rp Lr Y L 9 i rr tl5. � � .x rrl�r 1 -, tr r` �jr u ,' y S,t1 ♦ 1t ,, Y ' ._ ,� f yk .�r.�e.. tir, .�'..ai•" &4. x � '.t/,R7�X'It i,� t , a�fl � '}S ' 5 t 4 1 C + .; r wr ;.� Y 1y i� Ia„If.�lNt fi'7 i G�'1'•r ��}x �'¢ ��k r '�.� � �°, #d 1 L 13 r t eN f fi 9r�- 1. ;.t � Grp„r -,�u:�t 4 ..+ ,.-� tser7 - 9” a i t 't• i a V � rl � l f I j qy t _ ANTx r �t ♦ r' r 'r ar L�,� Vf wq FLOOR FRAMING, INGLUDING ERS AND,,BEAMS _ _ m--.r ,., '--is--=• �. • ,5 4& mg XL ` F M, TYPE B-P RD - - - - RAMP :j ) (TYP N3 ~` v_= R TYPE 6--D AMP �- ,� HYDRANT,to BE 20 FT_ - - t = - R7-XR— '==• == = _ - (I- Dzy F . RD .TE WALK--\ CO PROPOSED - ? COVERED - 14 x 20' PATIO (TYP•) TRAIL ivATilR PROPOSED E (PERVIOUS PAVERS) PROPOSED COVERED 10 �� 15' x 20' 61 PATIO (TYP,) VV • STANDARDS SPECIFICATIONS SHALL INCORPORATE` THE. PROVISIONS , AS' FOLLOW UNLESS OTHERWISE NOTED: OF THE -AWWA STANDARDS, AND/OR MANUFACTURER'S RECOMMENDED ` ONNECTIONS TO'BE 4" 'DR-18 WITH ,MINIMUM SLOPE INSTALLATION PROCEDURES: o BE MINIMUM 6 '.BEDDING': A CONTINUOUS AND UNIFORM'BEDDING SHALL BE PROVIDED 19' "" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED-.IN LAYERS AROUND THE PIPE AND, TO A SUFFICIENT HEIGHT E C900 BLUE BRUTE DR-18' PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. _L B AL. E C90 MAIN TO BE 10'" WITH 6" HYDRANT STONES 'FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. :R SERVICE CONNECTIONS TO BE 1". .` COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH' (OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED D ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. ! MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO 'BE INSTALLED BY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC' 6, PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE 4E HYDRO-ACTION' UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST,EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ER/DRAINAGE' LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING • BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER IET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS ,SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. i E INSTALLED UNDERGROUND. Habitable Garage Area u Unit Numbers Area (SF) (SF) Total (SF) H a��'St Po I me at i 77-124 1,999 486 2,485 C U tC h o g U e 1,3,8,10,12,14, 21;23,26,27,29, CutchO ue- New York � g 11,33,36,39,41,45 1,599 363 1962 Town ®f Southold 6,47,49,50,52,54, 1, 58, 59;68, 72, 76 No..,:::'.Revision' := Date Appvd. „ .v:. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, 1.9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL t 5,28,30,32,35,381 1,599 363 1,962 it SCDH REVISIONS _ 4/22/17 AVL f '0,42,4'4,48,5,1;53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL i 7,60,62,64,66,700 -73- -9, — 7t)W�FiiEViSiONS—� _ 3l2Il�� AVL- 8 -SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1979 _ ` Yom,° "',. sr..r'.M10Y BC�� 'r•,.r;r''°'•:�,wry� 1,599 380 Y. v � w, ,yvr € 51,63,65,67,69,71M T ' iw�_<., ; m ��5.13n x ' `"'1 I4g � b 15,16,17,18 1,999 408 2;407 issued for Date July 10, 2015 N/A 6,188 N/A 60188 SUM 1000-102-01-33.3 SC®SIS A rwal i Utility Plan F�In�-Qum OrPARTI EW OF 9 a ��SERVICES, k PERM FOR APPROV,9L OF N8 MOIC FOR-A { t GINOW FAWLY RESIDENGS CNLV /Z/o-r7� caves E ' DATE Drawing Number APPROVED ED F0RlMUM 0» Al BMW= �OV NiE EnpiREs`mF4�Y Ans FROM DATE OF APPROVAL _o V. 4 * to r LL e ^1 C7 Sheet of c f 9 28 I: ti ARopEsslo a Project Number 29305.00 SC®HS Reference # C10-06-0013 4-15 I 6- L44selz' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 7 PLANTING AREAS,S,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION Z IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED J PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE A F- ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W l I/I ► p p THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH `/`� V111Y r ✓�— ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 2 MF w COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY� Q R-135.00' N 51-26-35" E N 51-26-35" E 91 �►e�� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS SVe pq VF Y V L 9.05' 29.36' 41.69' 03 lr OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. MFNr L •— Z' GOND SURFACE,OR SUB SURFACE CONDI�TIONSPREPEDM FPANY,PING INCLUDING BUTDOES NOTINOT CT LIMITED T WETLANDS,WATERCOURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES BB CU(�6 F_ COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS OM C 0 _ U) RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, Ch f7 CV M J r RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED I� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRrr EN M ,J PERMISSION OF THE SURVEYOR THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL M MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 1S,Q• Z PURPOSE X25, v 1g.S b N 17.0• O 3.4• o O � ti N4Q•^ cy RO O) rotv N 3 !Tpp OFU oUN0q�j pNC y N m � UNIT 7g fpN;32.1] 33' co 0• 4i 0• UNIT;s 2Q• m co 13.0 a 60 40 o 22 of E'�v Y 11 "' 143 ^ ?h ^ �� NVID W N 1 ?Q h 1� � J O p`rTX, 'A,� 1 0 14 2, Ir Q+*Pi q J U' g z QIw p 15.91 Cy+ Cy Al Q I :;d- 14- I cy) d) IN S 24033'07"W 107.80' ,\0N� S 65026'53" E ..t�\\. PNCC 06-23-2020 FOUNDATION LOCATION 49.54' \`�` \- c}, _ _ 167.99' (ACT_UAL) FOUNDATION AS—CONSTRUCTED SURVEY FOR R=275.00' S52°55'20"W UNITS 75-76 UNIT DESGNATION MAP OF L=77.85' S37004'40"E HARVEST POINTE CONDOMINIUM 1 S 49009'21" E W 95.00' FILE NO.:471 FILED January 09, 2018 ( SITUATED AT 238.82' I— Q CUTCHOGUE S 40052'38" E W J I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' LU I S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 43 8 44 17- S52055'20"W = o SOUTHOLD ®M ® P 19.24' a �- - engineers•architects•surveyors Z 70 Maxess Road,Melville,NY 11747. 631427.5665.nelsonpope.com W LL W DRAWN BY: JB CADD NO.:INDIVIDUALSURVEYS aaazs_t SCALE: SCHOOL HOUSE LANE CHECKED BY: PE- FILE NO.: SHEET NO.: 1 OF'I j =30' DATE: 04-09-18 PROJECT NO.: 00026 1" I i NOTES THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE .�' Z NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, J PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE `-C LU ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND UJI THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION C i F Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED R=135.00 i N 51 o2635" E BB fN 51 o2635" E �' SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY m p'q liF "vv L=9.05' 29.36' 41.69' LL) = NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 7, I 1_ CL 'CL z OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED L O UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO ACCURACY,EXISTENCE,EXACT LOCATION.TYPE OR USE,ACTIVE OR INACTIVE (� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN kV\Y p DROP CURB PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED 0� �/1 TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS ) THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP M CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR �ONC• WgLk CQU�� O Q LU N 1 FURTHER DESIGN VVI1L,Qeo p m� v('`qs N��N• � M Z�Q� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE /Q �m 0,0`47Q M CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, N� 13.0' -�z 347 Z SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS =V M 2$' �J OTHER THAN VISIBLE PERMANENT STRUCTURES CJO 30,62S, Ir 18•$' O N 1 J 0' COPYRIGHTS NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS N 192' O O RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 0 M RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED O / G / n/4.0. G O N IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN WO / A GE/ GgRgG / V— O PERMISSION OF THE SURVEYOR m /7* rl' ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT �� ^ STO / 3� v� !j SHOWN 0 o o' UNIT 7,5Y FRAMF Res/VENC 3 3' o i m �� NEW `O F / 2, U � � vCp 13 G•FC.E31•s UNIT�s �3 0, I 7`�• �y O�V(D p�i`n'r� 0 / r, , f, m h o 22 Pq ER C{f �L Co (7 to R/p 11 �i 14 CO 7 2.0. CONC-rn CO 3' ^ N 20_v7 R Ot;F I vFi I�(. Vj 14.2' S Oq/C I i i t'r %1 z' O R/O P3 CO EGR� O 1 STZ CONC h C� WFCC�Op O Q CO I �l/0 0502�� C:)� LAND S OP 1 M IL CD Z CNI I t 171t S 24033'07"W 1 107.80' S 65026'53" E 06-23-2020 FOUNDATION LOCATION 49.54' \1 (x- _ 167.99' (ACTUAL) FINAL SURVEY FOR 0 -17-2020 SANITARY AS-BUILT UNITS 75-76 UNIT DESIGNATION MAP OF R=275.00' I S52°55'20"V1/ 111-20-2020 FINAL SURVEY L=77.85' S37004'40"E HARVEST POINTE CONDOMINIUM 1 S 49009'21" E w 95.00' FILE NO.:471 FILED January 09,2018 238.82' g srtlu►rEDwr co 1 I CUTCHOGUE S 40052'38" E W TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102CK 01,BLO01.000,LOTS 043.000 8 044.000 27.03 a Z SOUTHOLD S52055'20"w �- 19.24' NELSON + POPE = o a I 7 if engineers-architects•surveyors K W 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com LL w WN BY: NP ADD No.: 00026 I LL' OfDRA � oo2s_ SCALE: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 11-30-20 PROJECT NO.: 00026 ' -30' • 1 i , SEP 2020 II I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 5; PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE �E A e TH C^OW \\ ^ A I I I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, �� iP•CO. `� (L}j9�9E 1 a7 \ J1/��CC� MEADOW w^ A D c PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION - B � � �� ^`�� •�a Y V C c 11V/'FL�H O1 / :Tc IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, z Qc:j 'y � ,{�, A! \ COURT V V PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION ENS FOR ANY 6�fj!/�> NS PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 0 � � PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF SUB PAVEMENTI I I W ® AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE NALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND G1 (a THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 0 \ 0 .` ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION G� BB CURB o �� • C5 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED GE GES E- E I I a" ��-,(,;� G S'1 Q '+�' E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY W G G �GES GES E ELEC. eD Dr c�i c'� d] W W C' G E E C7 W ©` r7 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS W GAS SERVICE G L4.9 CLS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 0" WATER W W _ C MAIN W W W ILL. (� C) UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED m� I � C5 :� AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE DROP CURB � )l J :� Fl ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS t„O Cy Ci THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP _ I-•`T >�'• E'• CCS CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR G �� I tiLLl oDt / �✓ ` [J7 a Q FURTHER DESIGN PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 1S,0• _ CD Q,) CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, c') Ltd in ,qa CLS SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS h2$ I'' 18•S' O CV 1/0, / O x® _5 T� OTHER THAN VISIBLE PERMANENT STRUCTURES 19.2. - O y� /� �y CJ)® COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 4' ('_i , M'4 0, G \ -� 4tS� t3 'p CSS C7 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED _ ARgGE� GAGE ry m 3 O 44 LL ERM SSION OFOTMPUTER OR HE SURVEYOR HER SYSTEM WITHOUT THE PRIOR WRITTEN CL .2(TopoRY Fiq q _ l (�j C7W O 0 ® SHOWN NAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT '' [13 -0 c+s O� ~ UNIT OF FOU pE RESIpE / 3.3' I UL L4. ® j ALL SANITARY PIPING 4'8 6'SDR-35,TYPICAL 0 0 O -�' �5 , AT/oN NCE m // 6 �� 0 3 �' CL CO) S `n20, UNIT 2.1� 20,1 cxu ® ) S A (0130, 76 SANITARY SYSTEM AS-BUILT TABLE CO STRUCTURE NAME TIE A TIE B 2g�9NV 17 °j 743. 11 29oZNv' � 2 20� 3 " (� N�pz� UNITS#75,76 lq SD10'4- RR 3S ab o o N 7 0:B c9tu ,� � ^�� pAV/p �O ST-1 48.0; 34.3; co tN 2' /Nv S `�sr- � 1 /� 4� 1 OFA '�� ST-2 55.6 27.6 G CASTING Wi 2917 2aiv a ' oTz o �^ o� �O � LP 72.0' 32.7' RADE 1N' AT "' vJ J 2927 $flVV cyu J G t s`o� 29 p 28.59 27 g9 1$9' _ = PIPE NPS@ -j o 2i 11 2. % 2 �E PLP v� CArv® s qNF� /ZV t 06-23-2020 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 07-,7-2020 SANITARY AS-BUILT UNITS 75-76 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT R E F R E N C E NUMBERS&AREA'S S.0 T M.DISTRICT 1000,SECTION 102 01,BLOCK 01.000,LOTS 043.000&044 000 UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA � L NELSON + POPE•' _ 75 - -- R10-17=0129 1,599S.F. 363 S.F. 1,962 S.F. 76 R10-17-0130 1,599 S.F. 363 S.F. 1,962 S.F. engineers•architects•surveyors 70 Maxess Road,Melville,NY 11747. 631427.5665• nelsonpope.com DRAWN BY: NP CADD NO.:INDIVIDUALSURVEYSI 0002B 1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 07-08-20 PROJECT NO.: 00026 1"=30' w un (k 1 Det APPROVED AS NOTED All exterior lignui.t, DATE: g&aB P # ?02+qLeF3 installed,replaced or repaired shall conform FEE:' / -, BY: to Chapter 172 NOTIFY- BUILDING DEPARTMEN AT of the Town Code 765-1802 '8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWC) REQUIRED PLUMPER CG?T1P�CAT/ON FOR POURED CONCRETE ON LEAD',CONTENT BEFORE 2.'-ROUGH - FRAMING & PLUMBING 3. INSULATION CEF TIFICATLE:OF OCCUPANCY 4. FINAL - CONSTRUCTION MUST SOLDER USED.IN WATER BE,COMPLETE FOR C.o. Sum.L�D"YSTEX4CANNOT ALL CONSTRUCTION SHALL MEET THE E"XL"E REQUIREMENTS OF THE CODES OF NEVA 2/tw-OF 1°I LEAD YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �..-., , PLOMBING LG�PLUMBING WASTE COMPLY WITH ALL CODES OF �4TER uNES NE, NEW YORK STATE & TOWN CODES '. '+ iDRE COVERT AS REQUIRED AND CONDITIONS OF `y �dQ:TRROGEED UNIT'' SOUTHOLD TOWN PLANNING BOARD ;' -.t;;At t t1G UNTIL SURVEY O JR_UNDATION LOCATION tOUMOTTOWTREES J fAS,OEEN APPROVED. OR door OCCUPANCY ® and ductwork USE IS UNLAWFI__". testing required. WITHOUT CERTIF :%..�-` OF OCCUPANCY Must provide Manuals ELECTRICAL D,J and S as per INSPECTION REQUIRED NYS Energy Code TRUSS PLACARDING REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Fire separation Contact TOS Engineering at 765-1560 before required as per Backfill,OR Provide Engineer's Certification NYS Code that the drainage has been installed to Code. �yTTH THESE APPLICA3LF CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of afloat-ceiling assembly, draftstops TABLE R405.1 U �� shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Section R at Foam Plastic Pro erties of Soil Classified Accordin to the Unified Soil Classification S stern F- 2017 YORK STATE U IFOR CODE R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. P g Y Z 2017 NE�VyY YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in UNIFIED SOIL vol u E W 2017 YORK STATE EI= COI�SERVATI CO t1CTI0N CODE floor-ceiling assemblies under the following circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall SOIL CLASSIFICATION CHANGE E N`►1 bear the label of on approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP sYs�M SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 o 2017 NEIM YORK STATE ENERGY CI I��SERMATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY K4* AS THE 2016 NYSECOC, REMISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL EXPANSION V CHARACTERISTICS POTENTIAL 2016. EFFECT11VE OCTOBER 31, 2017 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U m R316.4 Thermd barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GOOD LOW LOW 0 � o 2016 "RC (2015 IRC 2ND PRINTING) barrier of not less than X inch gypsum wallboard. V t GP POORLY GRADED GRAVERS OR GRAVEL SAND MIXTURES, Z (' � � 2 R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier s ec�ed in Section R 316.4 is not re cared where all of the followin a I LRTLE OR NO FINES GOOD Low Low Z �.+ 2016 NYSEC (2016 IECC 2ND PRINTING) P q • 9 PP Y� TITLE 19 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, /n� �, N •5 LITTLE OR NO FINES GOOD LOW LOW 0 W SECTION R101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. L' O 0) t 4. Wood floor assemblies usin dimensions lumber or structural corn osite lumber a ual to or reat than 2 inch b 10 inch. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD Law Low ~ '- .= 07 r I' rG 9 P q 9 Y 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/6 LITTLE OR No FINES U V 4) � Q, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES 0 MEDIUM LOW � . O� R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW L.._. .- rn N . I replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW .) N=Z than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 1. The thickness of the foam lastic shall be not more than 3y inch. Z U o - � 99 9 9 9 P P SC CLAYEY SANDS• SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 L §'c`o M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q c m � 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FlND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low to �' co R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. T- GROUP 2 SLIGHT PLAS11CI1Y � 2 r` aD supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V M r GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO LOw m R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with on artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum a is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laund rooms. R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of reservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficient) braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. 9 9 9 9 9 rY P Y P 9 Y 9 Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or mason foundations. Drains shall be rovided r n aterial that is continuous across all structural members without thermal brid es other that fasteners and service openings. 2. A shower or tub equipped with a showerhead shall g g y ry p a ound concrete or masonry foundations that retain earth and enclose habitable or Z Continuous Insulation: Insulate g m 9 30 inches at the showerhead. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667, O Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. within hurricane- toner ions located within 1 mile of the coastal mean hi h water line where the ultimate design wind speed finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 Windbome Debris Region: Areas p e9 9 R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identscation shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � (Vult) is 130 mph or greater. P that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers W of glazing. R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed oro rable anel adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a F- g J g pe p J Section R406 Foundation Waterproofing and Dampproofing co Iternative to the re uirements in Section R301.1 the followin standards are ermitted subject to the limitations of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to R301.1.1 Alternative provisions. As an o q 9 P J bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z e limitations therein. Where en ineered desi n is used in con unction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and th 9 9 1 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement � Code. 2. Where the lazin is on a wall a endicular to the lane of the door in a closed osition and within 24 inches of the hin a side of an in-swin in floor to the finished rade usin a bituminous coatin . U 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 9 9 PrP P P 9 9 9 9 9 9 door. Section R321 Elevators and Platform Lifts � R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill u to a hei ht of one-half of the backfill) R 321.1 Elevators. Where provided, passenger elevators, limited use and limited a lication elevators or rivate residence elevators shall corn I with ASME P 5 LL. R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. PP P PY � J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA B44. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. � demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. 0 m 2. Glazing 36 inches or more measured horizontally from the walking surface. Z Ci ( J system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each comer of Section R310 Emergency Escape and Rescue Openings P 9 P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. r T 1 R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access anel to be min. 18" b 24". 0 nin s throw h erimeter wall shall be not less than 16" b 24'. RESCUE OPENING PER SECTION R310. (Egress window & window well) P Y Pe 9 9 P Y speed in Table R301.2(1) as determined from Fgure R301.2(4)A. and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an unfinished flood-resistant R502.2.2 Blocking and els aorine Blocking for fastening panel edges h fixtures shall ra a minimum of utility grade lumber. Subflooring shall be wood TABLE GRAPH(1) structural anels as s ecified in Section 503.2. Fireblockin shall be of an rade lumber. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 1�ndow sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is rat built so as to render the P P 9 Y 9 SUBJECT TO DAMAGE FROM the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� GROUND Wind Desi n SEISMIC WINTER ICE BARRIER Air Mean g FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heatin , ventilatin , air conditionin ; lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual 9 9 9 P 9 P 9 P P GORY WEATHERING TERMITE DECAY TEMP REQUIRED HAZARDS Index Temp inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. .,, LOAD (mph) Effects Wind bourne CATS DEPTH R310.2.3.1 Ladder and steps. window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. ^ , Region Debris window in the full o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall roject not less than 3 inches from the � P-.4 w Y P P 9 P 1 Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these U) e SEVERE 36" MODERATE SLIGHT TO 10 Yes X 1500 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. 0 20 130 NO ( ) TO HEAVY MODERATE Degrees an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss desi n m to be located below there uired elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. 9 C J R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with q � P Y P P professional where required by the statues of the jurisdiction in which the project is to be constructed. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate E] W R311.6 Hallwa min. 36" clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets) the definition of another exposure. �' R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Section R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 600 feet from the artially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consistin P R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: g of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. U 2. Be rovided with flood o nin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I both sides. P 9 9 according to the United Soil Classification System in accordance with Table R405.1. 6 Sto ei ht. The wind rovisions of this code shall o I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured R301.3 ry H g p PPY 9 ry 9 9 Y PP on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between I- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or retarder is not re uired for Gara es Q rovisions, rovided that sto hei h1s ore not exceeded. An en ineered desi n shall be rovided for the wall or wall fromin members where the limits of R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: P P 9 P q 9 � P P rY 9 9 9 P 9 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility buildings and other unheated accessory structures. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have o enin s H U resist wind loads shall be in accordance with the International 3uilding Code. 1 P 9 R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 k inches shall be provided on stairways with solid risers. Section R602 Wood Wall Framing Z 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade W R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediate) under each o enin R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) throulgh R602.3(4). Wall sheathing R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common Y P 9• � wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). � shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. (� installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24� inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.�1) FASTENING SCHEDULE infeasible to corn I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units horizontal 12.5 ercent Section R on Mezzanines TABLE R302.1(1) PY P P ( P )• R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION I EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a FASTEN NG (a,b,c,d) TYLE MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. R 325.3 Area limitation. The aggregate area of o mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located r- � r- ti r- FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL wALts followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. ri o o °ro NOT FIRE-RESISTANCE RATED 25 feet g' R 325.5 Openness. Mezzanines shall be o en and unobstructed to the room in which the are located exce t for walls not more than 36 inches in hei ht, 3. CEILING JOISTS (NOT .TTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N N N ri ti N ,ri PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened P Y P 9 OVER PARTITIONS o N N ri ri co position. columns and posts. TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXIERI01R WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIr1GE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. RAFTERS � TWO 16D COMMON. END NAIL � NOT FIRE-RESISTANCE RATED 3 feet Section R313 Automatic Fre Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g z R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O co m co N n deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES z z z ' assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA FOU COMMON AT 16`O.C. ALONG EACH EDGE FACE NAIL O O O i= O O J w in u> ; co a : cco 13D. 11. CONTINUOUS HEADER TO STUD FOUR SD COMMON. TOE NAIL R302.2.2 Parapets for townhouses. w w w ca w N Y 9 Y Y 9 9 9 9 q pp 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0 C FACE NAIL � w � M ab ch U 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two famil dwellin s automatic fire s stems. One and two Tamil dwellin s havin a hei ht of three stories above rade shall be a ui ed / Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24'MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o Section R403 Footings N each side of the wall or walls or 011e layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, sir sand, cla a sand silt ravel or 15. BOTTOM PLATE TO „��T OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL " than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 9 P 9 / 9 y y y.9 c clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any inorganic material or fill. r 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior lower roof. The common wall consi.ruction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. R402.2 Concrete: A 28 day minimum compressive strength s 5 t required n the following locations: 8D COMMON. TOE NAIL 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment R302.2.4 Structural independence. Each indiviifual townhouse shall be structurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL CA R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/C TOE NAIL Z W Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. W PPo 9 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Ste ed Footin s Ste footin 1 ft vertical maximum on 2 feet horizontal where sloe of footin bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 0 1. Foundations su rtin exterior walls or common walls. PP 9 � P 9 P 9 � R 403.1.3.6 Isolated concrete footin s In detached one and two famil dwellin s that are three stories or less in hei ht and constructed with stud bearin walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 12- 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. 9 Y 9 9 9 R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. 0 m 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J p fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each slee in room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING 1.11 SD COMMON (ROOF) 12"o/c at interior ti ht a ainst the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. P 9 anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � 9 9 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W U Iii the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and w F- Exceptions: 4. Smoke alarms shall be installed not less than 3 feet 914 mm horizontal) from the door oro enin of a bathroom that contains a bathtub or shower. - p x ¢ 1 't NFPA ( ) y P 9 located not more than 12 or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails are smooth common box or deformed shanks exce t where o rwi t U o 1A fire-resistance rating of � hour• shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance wi h R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in , p the se sta ed. Nails used for framing and sheathing Z 13• connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), (' R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies a location required al Section R314.3. TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters oaf 0.142" or less. 4 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. U shall have an equal or greater fire-•resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W 1 R302.5.1 Opening Protection. Honeycomb-core steel doors not less thal 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with aself-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 w `v cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self- closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL FEET R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum ( ) No. 26 a e sheet steel or other a roved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section 58 R602.3(5) 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl . 2x6 9 9 PP ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 9 PP P / 9 Y R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. x R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: Iii � Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less) than or equal to 130 mph, iJ. M perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributa len th shall have a maximum wall hei ht of 18 feet when R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. R315.1 General. Carbon monoxide alarms shall comply with Section R315. AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 9 PP 9 ►Y 9 9 Z m spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. sum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing Iii Gara a ceilin : 5 8 t e X .� R302.6 g g / yp gyp partitions. End jcints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z ¢ R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling accordance with a 2034 and UL 217. finishes shall have a smoke developed index of not greater than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (� o o cco I ckin shall be rovided in wood-framed construction in the followin locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for (n ' 'f � .................. R302.11 Fre b o g P 9 P 99 ( > 9 9 ( ) 9 9 9 P P O 1. In concealed spaces of stud walls and partitions, including furred spaces and arallel rows of studs or sta ered studs as follows: 1. The dwelling unit contains a fuel fired appliance. SIZE AND SPACING INCHES exterior walls and bearin walls, fi ure R602.6 2 Notchin and bored hole limitations for interior non bearin walls 8k fi ure R602.6.1 to late W : r N RO �� 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each sidle of the notch with 8-10d nails 0 '� GSE F -y 1.1 Vertically at the ceiling and floor levels. �r' 1.2 Horizontally at intervals not exceeding 10 feet. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) ! T 915.2.3.1 One Fami Dwellin S (FEET) (FEET) Do not backfill with any soil containing silt or clay. i t C) n 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. IY 9 R 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. WALL THICKNESS (INCHES) r•, ;c 8 10 12 i �."., 1 m M 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 8 5 0 41 NR NR ��'� "�� y 5. For the fire blockin of chimne .i and fire laces, see Sectioin R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide (9 9 Y` P 10 9 6041 5022 NR W\ : 6. Fre blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. �fi R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ YORE 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than )i inch. 2. Two thicknesses of 1' nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. • • ........... 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB UMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. . r 5. One half inch gypsum board. 6. One uarter inch cement based millboord. 16 0 2 3 q 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. W UNIT 7 6 UNIT 7 5 Q SHEET NUMBER r Z (MODEL B- 1 15 ) (MODEL B- 2 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIG N Requirements for Wood Structural Parel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: Imo-" � 1 N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W ULTIMATE DESIGN Z MINIMUM NAIL PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. 2, A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING W (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 o MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damn e, the tank shall be installed in a an constructed of one of the following: Z 0 WIND EXPOSURE 9 P 9 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 6' DIA. U (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY tY PP 9• 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O .�-.J � RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) X187 p V T; B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. U a COMMON 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. N Z w s R602.3.5 Braced wall ane) uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. U O � o rn Cc p p p p pP ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE '� story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL N ~ ` R-VALUE Section 0101 Scope EFLECTIVE j •!"� U > = Q' practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. M WHITE � a) 0 N?: MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " R802.11 Rafter or truss uplift force. Z 0 a'N ' - Section 0102 General Definitions Z U � � n;� 1 4" R402 .2 Ceilings without is spaces. Where section N1102.2 would require insulation levels above R 30 and the design of the roof/ceiling assembly does i rn For rafters at 16 o/c in 130mph Wind speed. Roof pitch > 5/12 Exposure B N11022.2 ( 2 ) ng att p s. e q 9 / 9 �' Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar photovoltaic or solar 1/2" / O ° Cl) Span ft 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of 0 Q w a co P � ) thermal system. TRUSS IDENTIFICATION SIGN STROKE v� 4 Uplift Force 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. ,n (0 P # COMPLIANCE WITH 19 NYCRR 1264 ❑ = r- ao Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be attaching sum board and sum ane) products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section 0103 Solar-Ready Zone SIGNS DENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN U M R702.3.5.1 Screw fastening. Screws far attg gyp 9YP P P 9 YP YP U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECiIVE WHITE IN W and shall penetrate the wood not less than 5 8 inch. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR CONFORMING TO PANTONE P / R1102.1.2 based on the applicable climate zone specified in Chapter 3. 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back P4 2 R702.4 Ceramic Tile. areas as required b the International Fire Code. New multiple single-family dwelling townhouses three stories or less in height above rade lane and with MATCHING SYSTEM (PMS)X187. a R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. Y P 9 Y 9 ( ) - 9 9 P a total floor area less than or equal to 2,000 square feet (185.8 m) per dwelling shall have a solar ready zone area of not less than 150 square feet SECTION 1265.4.SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 h2) exclusive TO THE EXTERIOR OF THE RESIDENRAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR TABLE R702.4.2 of access or set back areas as required by the International Fire Code.C is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 80X,OR IF THE UTILITY Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESDENiIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting MATERIAL STANDARD I doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using U103.5 Roof bTO BE AFFIXED TO THE ELECTRICAL BOX,documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. X,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR GLASS MAT GYPSUM BACKING PANEL ASTM C 1176 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WAIL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be sifioned at the opposite load end from the input feeder SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z NONASBESTOS FlBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C PP (load) P OF OCCUPANCY OR A CERiIFlCATE OF COMPLIANCE NONASBESTOS FIBER MAT REINFORCED CEMENTRIOUS BACKER UNITS ASTM C 1325 location or main circuit location. O 0 WOOD ROOF TRUSS SPECIFICATIONS: U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b ase orate branch circuit that does not supply other outlets. At least one receptacle outlet NM 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation 9 9 P Y P pPy p s2E of srEe> ANGLE NO STORY ONE STORY two STORIES is required for each cars space in a arae CO c,o (Inane) ABOVE ABOVE ABOVE q Pa garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: (n GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must belaced in readily accessible locations. D L3x3x1/4 6'-a' 4•-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. P Y (EQUATION 16-8) Z L4x3x1/4 6'-0' W-0' 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) O . L5x3.5x5/16 10'-0" e'-o' W-0" CEILING/ ATTIC THE AIR BARRIER IN.ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) U GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) Ix L&3.150/4 14'-0" 9'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O BE SEALED. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. Z LL M a. Long leg of the angle shall be placed in a vertical position. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF THE JUNCTION A THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 10 c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. ( 1 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. �, Cn v/ J R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WDRK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN \v) V ACCOIaANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 13 \\JJ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. INTERKATiONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, W PROVIDE ADDITIONAL RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth DESIGIJ LOADS: R703.12.2 noshingat foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic With o minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION J 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FDLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE I-� SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 5 ALLOWABLE FOLLOWING INFORMATION: / , �_q R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) STRUCTURAL MEMBER 1�--1 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION feet (3048 mm) to a building on another lot. (FOR SCLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. ii,,-� 1� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall THE DRYWALL' with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O PP Y 9 P Y P PP 9 9 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H 180 W, anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be P / 4.2. TOP CHORD DEAD LOAD. ^ ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilings w brittle finish L/360 4.3. BOTTOM CHORD WE LOAD. � h+y anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. (f) R703.8.4 Masonry veneer shall be anchored to the the supporting well studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and4.6. CONTROLLING WIND LOADS. Q E"""( veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE = 8d common nail. Airs ace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 sf 75Pa pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSUFE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L 180 6. EACH REACTION FORCE AND DIRECTION. r ^ P 9 PP q P ( ) P 9 / m v '� spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: a FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ g masonry g p pp C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fre Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) Exterior walls with flexible finishes L/100 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O R703.8.5 Flashing shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other points of support., 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �11 R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at (I maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. ' ` Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. V R801.3 Roof drainage. All dwellings shall hm,e a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatary). At least one thermostat shall be provided for each separate heating and cooling system. I 6 not less than 5 feet from foundation walls or to an approved drainage system. WOOD FLOOR TRUSS SPECIFICATIONS: - I N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) � R802.1.5.4 Labeling. Fire retardant treated lumber and wood structural panels shall I be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q 9 9 Ys Y P P Y Door And Window Required Design Loads: CODE. F- R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures dawn to 5TF (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures (n with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I-_ At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z U rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hat water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. WINDOW DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, Z) R802.3.1 Where ceiling joists or rafter ties ars not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through Nt 103.3.5. / U accepted engineering practices. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.2/-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF Q minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 timber members er 1-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. specifically considered. 100 S.F. +15.5 -19.0 +18.0 -22.0 R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding FOLLOWING INFORMATION: 8 feet. Exce tions: adjustment coefficient in Table R301.2(3). P Plus sin signifies 1. DEPTH, SPAN, AND SPACING. g g pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0' and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. joist spans of 6'-O* and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 3. REQUIRED BEARING WIDTHS. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.1. TOP CHORD LIVE LOAD SNOW LOAD. 4.2. TOP CHORD DEAD LOAD.. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r- N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105T (41'C) or below 55'F (13'C) shall ABBREVIATIONS 4.4. BOTTOM CHORD DEAD LOAD. w N ao be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato Heating and cooling equipment shall be sized in 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ~¢ N N N M `r° u ( ) 9 cY 9 ((Mandatory). 9 9 �i R806.3 Vent and insulation clearance. Where Bove or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o a �i ri ri m D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS 6. EACH REACTION FORCE AND DIRECTION. be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. REINF. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT W N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE LIGHT REINFORCING,REINFORCED LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS )GRADE A GALVANIZED STEEL PLATES. HERE SYMMETRICALLY Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD EA. EACH LVR• LOUVER RNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access E.J. EXPANSION JOINT LT. LAUNDRY TUB R.O. ROUGH OPENING 9. CONNECTION REQUIREMENTS FOR TRUSS TGIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM ELEC. ELECTRICAL R. RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less than 30 square feet (2.8mELEV. ELEVATION 2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MAS• MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framingmembers to the underside of the roof framing members. Section N1104 R404 Electrical Power and Li htin Systems < ANGLE MAT. MATERIAL 9 ( ) 9 9 Y EQ. EQUAL .C. SAWCUT 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. co ARCH. ARCHITECTURAL MAX.MmeMAXIMUM Z CD The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.t (R404.t) Ughting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall EQUIP EQUIPMENT MDO SCHEM. SCHEMATIC g Z accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exce tion: Low 0 AT EXP. EXPANSION MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNIG ASSEMBLY, DRAI'MOPS SHALL BE CO) a g P 9 Y 9 9 cY P Pe P Y 9 9 Y 9 Y P P SHELF Where the access is located in a wiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. MECH. MECHANICAL SHLF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. Z z z O co Z ro N X EXT. EXTERIOR SHT, SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE O O O F O O Z H w access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM y 9 9 qBLDG. BUILDING EE EACH END SIM, SIMILAR FOLLOWING CIRCUMSTANCES: rn U) 55 ¢ 0) W g I- located in attics. Section M1305 liance Access M.O. MASONRY OPENING STAINLESS STEEL I - - 5 APP BM BEAM S.S. w Eu w a w a N _J M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL STL• STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS IRAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. X w ar oC ab a5 U Section R902 Flre Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BL KG. BLOCKINGSTRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. SUSPENSION m jurisdictions designated b law as re; uirin their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C service an appliance. �N• FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: j g y q g g ( ) PP• BRK BRICK FLR. FLOOR SCID SLIDING GLASS DOOR N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE = c R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop miounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CL CENTER LINE F.R. O•C• ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-(CONNECTED WOOD TRUSSES SHALL N FIRE RATED TB TOWEL BAR COMPLY WiTH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK, tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FRMOPER. OPERATOR FRAME T & G TONGUE AND GROVE I TRUSSES SHALL BE FABRICATED IN ACCORDANCE WiTH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUi WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches 457 mm C.J. CONTROL JOINT � OPNG. OPENING 9 APP 9 9 9 ( ) FOOT / FEET TGS TOP OF GRADE SLAB INSURE TIGHT FiTTiNG JOINTS. R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FTG OPT. OPTIONAL Po 9 q P N 9 9 FOOTING TFW TOP OF FOUNDATION WALL r TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed per manufacturer's s specifications, to maintain product warranty. Car down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for eve 45 degree bend and CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TYP TYPICAL H / PP P y Carry ry 9 / every 9 COND. CONDITION GA GAUGE OZ. OUNCE METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV T TREAD LATERAL STABILITY IN ACCORDANCE WiTH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSII GUIDE TO GOOD PRACTICE FOR CONT. CONTINUOUS GALVANIZED ( ) W higher. Ice rotection requirements per table R301.2 1 Install ice & water shield at all eaves, able ends, his & vane s. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.9 P q P � )• 9 P Y P G.C. GENERAL CONTRACTOR � � M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. CONST. CONSTRUCTION 1/S ONE SHELF TRPL TRIPLE + TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL LL than 4:12, entire roof to receive ice & water shield. q9 GEN. GENERAL M1507.4 Minimum required local exhaust rates for one & two family homes. CTSK. COUNTERSUNK • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof q Y GYP. GYPSUM PC POURED CONCRETE C.O. CASED OPENING PBD. U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. -� slopes from two units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal 4:12 , double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PARTICLE BOARD o P ( ) P ( ) CANT. CANTILEVER W w underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL. PLATE VERT. VERTICAL Y R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEIILING HO Z. HARDWARE PNL. PANEL V.I.F. VERIFY IN FIELD W w H PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Q � x a gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length tc' G2415.7.1 404.7.1 Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the Piping is located less than C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER O p ( ) P 9 9 P P 9 9 9 P P 9 PF. PREFABRICATED 1. The mechanical systems shaii be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 }� inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates C.R. CHAIR RAIL HD.WD. HARDWOOD W/ WITH less than '/. inch 19.1 mm thick, the fasteners shall penetrate through the sheathing. HR. HOUR PR. PAIR WD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _O ( ) P 9 g• that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DR',YER Q R 905.2.8.3 sidewall flashing. Base flashing against a vertical sdewall shall be continuous or step flashing and shall be not less than 4 HDR. HEADER PROJ. PROJECT / PROJECTED Vy,yy,F• WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. (n g g g P g the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. 911 ( ) 9 ( ) y ( ) 9 ( ) P 9 WOW W/0 WALKOUT 4, AlAll general notes unless otherwise noted on plans or product specifications. T inches 102 mm in height and 4 inches 102 mm in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches 51 mm above the bottom framing member and not less than 4 inches 51 mm below the to framing DBL. DOUBLE PSF POUNDS PER SQ.FT. Q W or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. P.T. PRESSURE TREATED the vertical side wall, the vertical leg of the flashinc shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch 1.463 mm No. 16 gage) DIR. DIRECTION INGR. IN GROUND r6.e In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be P 9 ( ) ( g g ) DN INSUL INSULATION QUAD. QUADRUPLE recommendations. G2426.7.1 he vent 1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches 305 mm horizontal) of DOWN OR 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all discrepancies including an provided in accordance with Section R703.7.2.2. ( ) 9 APP9 ( ) y INT. INTERIOR REQ'D REQUIRED = P the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DR. DOOR REF. REFER TO REFERENCE p P P Y P 9 Y W V R 905.2.8.5 Dri edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of dri edge shall be P I.S. INSIDE CORNER dimensional conflicts, immediately to architect for corrective measures prior to construction. W P 9 P 9 P 9 9 1 9 P 9 DW DISH WASHER RMS. ROOMS c9 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any F' overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than k inch (6.4 mm) below the roof sheathing DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. F door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m level. deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z Iii over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent promptly report it to the architect for proper adjustment before proceeding with the work. Z g 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar 0 0 i _ o con termination clearance. R 1001.1 Masonry fireplaces & chimneys. to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 GRAPHIC SYMBOLS The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into conditions that are shown or noted elsewhere on the construction document set. ..................... and 4 of this code. the building. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and supplier's recommended W �EGI TF R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less installation procedures. Q R�` than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX ® STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts U : GLEN �eF� DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. f N G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all 0 n Section R1004 Factory-Built Fireplaces XX v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('REGULATIONS'), 8 NYCRR 69.5, ENTITLED >! ; ��1 �' m .L R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE " r . Factory P g' ry G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust SEALS', AN ARCHf1ECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS A W ,: - -I built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. :�- m m duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. r+ ,_ n R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace O DOOR / HARDWARE TYPE �� y system has been specifically tested, listed and labeled for such use in accordance with UL 127. (/)` ,< �' i R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION - is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX )()( ❑ YORE in manner that prevents water entry into the building. counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required--- PARTITION TYPE Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ .. • .••• .. ............I..................: N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or J NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 016023 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 76 UNIT 75- = SHEET NUMBER "I"1 2Z (MODEL B- 1 15 )i - I I I . (MODEL B- 2 )I - W0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 66-W X 44"MRWHET!NOT ALI6NED WITH RAFTER, ATTACH TO EACH PAR CONNECT KING 5TLV5 TO TOP PLATE CS--W z u'MIN cr cFPasNe RAFTERS Fes- ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP - ATTACH TO EACH PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 W or OF03M 2x AGO LE06ER W/2-3AYx5'LAC, CRIPPLE 5TUD5 WEIRSR01517RAFTER, SEE PLROCTA' BOLTS 0 16"OG INTO STUDS M TOP PLATE 16"O.G. U 0 SEE PLAN SIMP5R 0 0N 5TRON6-TIE 2X BLOGKIN6 A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR 4--) V ani stip,cN sTRLtG 5IAa5aM STRONG GEILIN6 J015T OR 6ABIf END TRUSS Z -TE H15 -TE °° ° - - TRU55 BOTTOM CHORE) W/STRONC�BACKS O ` SIMPSON STRONG-TIE H2 8D NAILS L 5 U SIMF50N STRONG-TIE 51MPSON H2 CONNECTOR®EA 0 ` RIDES STRAPS SK4L CE ATTACt137 TO EACH PAR OF GPPOSIN6 RAFf8Z5. ALTERNATE TO RID6E STRAP: RAFT ALIGNED) 7Yp, 8d NAILS TYP, t PUPTION:RIME STRAPS ARE NOT REIKUIRffl WHEN CGLL.AR TES OF PROVIDE 2X4 COLLAR TIE AT H3®EVERY RR RAFTER TO STUD AND KIN65 V •I�'A �� v .� FOR USE WHE�1 STIAr ANS USE IN CiOPBINad1TI0N OFILY W 1571 AN2 NOMINAL 0 OR 1X4 LIMPER ARE LOCATED N 7TE UPPER Tt11RD M RE UPPER THIRD of THE ATTIC SPACE •r..� U c 04 rn 5 AL16N ,,RAFTS vO NOT&16N ATTIC SPACE AW ATTACt®TO EACH PAR OF RAFTERS W/44od NALS W 4-10d AT EACH RAFTER) GS-22 STRAP AT � .� C,N} L5U26 FOR 2x6 EACH STUD'SU)IE -C c':r Z- L5U2b FOR 2x8,2x1O,OR 2x12 DETAIL 4 " Z iLoO Q W � M FRAMED U U = t y co WI OR ❑ M -RIDCE 5T-RAP DETAIL / �RIDCE 5TRAP DETAIL v SIMPSON 5TRON6-TIE 2x4 OR 2xb OR DOOR (EOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib'O.G. NO 2 LOCATE AT EVERY RAFTER BOLTC0 I6" O STUDS" LA6 CONNECTIORS REST d nro�oar. 2 N.TS. LOCATE AT / `� N.TS. IN TH15 AREA Lrs -rL 6ALV.,SEE DETAIL 4/DI.ALL 5TRAPPIN6 �- SMPSON SfRONb sIrPSON SiRON6 STRAPPING TO BE I-I/4"X 22 6A. � -T -TE IV / 5P sal 6TIM w NNS T p 3 wMAY m USD f Amin / TO BEAR A MIN.OF 10"ON FRAMING. ttV OR� on WODD" 151 M. / PORCH -ROOK= CABLE END HALL FM u��s ux,L,r,D WE IN corelNAnoN oNLY w�1 sTl)Ds AND ^�/ STRAPP I N1 DETAIL DETAIL AT ATTIC Z N T5. o �,�y AU6N �'RAFTE3I5 DO NOT ALIGN N.TS. I I STRAPPING TO RUN ONTO RIM JOIST,SEE - DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW(TI°IO STORY) ROK= RAFTER HURR I GAME TIES QhL`rF LAGAT®AT EVERY ROOF RAFTER \ F- \ ATTIC •' Z 0 ST-RAPP I NC DETAIL U W n 1560 Pyr T �+, i2 EOR FRAME GONNEGTI ONS o ' us`Euq�-4 ATM ' DI KTS. Ln 2ND FLOOR /� � K(1)1X zm 4-I6d FACE NAILS FROM ❑ /'t1 / '�' OR,4x PROVIDE 3"X3ifb"X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER Qji V J / W DB SECURED BY WOOD 51LL PLATES. C) LErN�m ✓ GOLUMN P05T TOP ANCHOR PRE- �Ls 51MP50N PAB OR 513 ANCHOR BOLT5 MAY BE USED IN LIEU OF n MN N T5. LOCATE AT EVERY COLLIMW OIRDER GONNE-GTION H/1"IP FROM THREADED ROD W/WASHEfiZ PLATE. PROVIDE 3'Xb'XA36'6ALV.STEEL PLATE W/ (4)NAILS MN M , _1 / EW or'� NALS b-8D NAILS AT CORNERS AND IWER5ECT1N6 12"LaNSm(f W) I \ WALL5. 3'X12"X.036'6ALV.STEEL PLATE W/ I AT BUTT JOINTS IN STRAI6HT CLEAR SPAN T NAlS AT 51T�.�ON L5TA12 STRAP W/ FERE SINGLE PLATE ORWADER 5-IIOD NAILS EACH END AT -T WALLS WARE ax LEWTH \ AGE 2X6 KING STUDS AAN), EArGH JACK STUD I NILS 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO 6 FEET O PRAW MN EW 2-T/b' 5/8"4P A307 ROD THREADED 6'BOTH EN05. TWO FOR SPANS 6 TO 12 FEET D�fAN 6F 7/N'i BOTTOM - 3/4"AND V ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLANS 12-160 MIN.NAILS 1HREE FOR SPANS 12 TO 16 FEET 2Xb JACK STUDS ODA): a•, EW umpi C, NAILS AT ALL SPLICES ONE AT SPANS<b q"MN , ✓T FLOOR ThJO AT SPANS FROM b'TO 12' SIMPSON POST BASE iv THREE AT SPANS>12' W (4)NAILS MN M I ABU,"OR ARJ66,SEE PLAN 2"X%8"X3"WA5HE�R PL W/NUT EACH 51DE UNLESS NOTED OTHERWISE ON PLAN Cn �.LEr�m�,� 65-22 COIL STRAP I UPPER STORY SHEAR � 1 - -_ WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ m � FLOOR TO FLOOR TIN=S I l � BELOW CONNECTION EXTERIOR HALL ❑ �y � 4 I FOR 5E7 BACK HALL5 HDU HOLD-DOHN5 AND 5T�RONC HALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ 1n'm HooKm ANCHOR BOLT H U T \\FOUNDATION MINIMUM B BEDIIENT OR EXPAN51ON G 3 ANOTE BOLT W/5'MINIMUM EMBEDMENT N.TS. I`-t KTS. I� KTS. *N.:T coL sTRAPs LND�5FL'ATtIINS PROJIDE:se,;atfdGN(of91 x 25'Lamb)N4L5 I \\ S. ( , COL stRMs Out3t SFEAnW PROVmE:10d C O&M(VA X V LaiJE4 NALS v \\\ GOLUMN P05T BOTTOM ANGHOR [� ALLOWABLE HOLES - LOCATE AT EVERY GOUIMW GIRDER CONNECTION HsaP RAFIfR RY,f1h� 8D NAIL®b"0/G AT ALL PANEL EDGES TOMATV&&Ja< - ` \ Im N INus To WuIV 160 NAIL® 24"0/G H v ASRRWPLM 160NAILa24'0/6 LVL Headers and Beams Z HIP RAFTER, Nb 058 OR PLYWOOD wvT� 51MP50N HGP HIP 5EE PLAN INTERIOR /I5HEATHIN6 1.3E TimberStrande a icdrollame LVL NOTE WHERE 24'WIDE MINIMUM FULL HEIGHT (4)NILS MIN N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the hole zo largest holle(minimum) WALL RETURN 5 PROVIDED AT ENDS OF 11"lBN6m(1`/P) ys depth (� BRACED WALL LINE THE BooK HOLD"MAY I I O BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MM Lf1N6m(TUN) SIDE)66-22 STRAPS PER DETAIL 4 IN LIEU OF I -SIMPSON BP WAS '�;J 8D NAIL o b'0/6 o = - _ _ - = _ LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING TO W/ AT ALL PANEL ED6F5 INTERIOR o - I SILL PLATE ea -2x AW PLATE. DOUBLE dL Z o 0 NAILS a 4'0/G SILL AT FULL BASEMENTS o T -EXTERIOR GYPSUM BOARD o 0 0 -5O DIA.STEEL ANCHOR -� 7'MINIMUM BOLTS MAX 2'8•o G_ - --- - %X a MAT VAIFY 80 NAIL a 12'0/G AT ALL Microllam® LVL and EMBEDMENTEXTEND BOLTS MIK 7'INTO 66-22 COIL STRAP 4W SrRM TO RNM MEMBERS NOT AT PANEL EDGES Parallame PSL Fm WITH TI6HTENED NIT t t9 oW. allowed hole zone 3'x 3'WASHER TO EACH BOLT. (1)1 X 4ACQ " -LSTA36 W/10-I0d NAILS •4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SMP60N LTP4 PLATE NAL®TO middle)3 span SEAL AND MAINTAIN 8'MIN. SL.L PLATE RM ANP SILL PRATE 0 1016 AT" 15/32 055 OR INSIDE CORNER OUTSIDE CORNER INTO STUD ABOVE AND LOCATED 2'TO b' FROM W TO FINISHED6RADE AT EAA ,ppb R MM PLYWOOD SHEATHING BELOW(2 EACH CORNER) FROM TOP OF WALL "Iff Tall=2,g80K NOTE, N4 A6 MR VOLE 1�D NPCM d 1.3E TimberStrande LSL allowed hole zone d 5�FOUNDATION PLAN COIL STRAPS UNDER SHEATHN6 PROVIDE,bd COMMON(0.131 x 25'LONG)NAILS.COIL PLAN VIEW PLAN VIEW M o r m W en- - - � � r N W EXTERIOR HALL TOP General Notes Q N N N M h r Lq �/T / 7 GCS r C4 fV M M <D r STRAPS OVER 5HFATIHIN6 PROVIDE,IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR LIQ)V I� G�f-•�NLI� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FALSE VALLEY PLATE HIP CONNECTION OR DEPTH HOLE SIZE headers and beams only. (,--,2nd STORYG_ORNER GONN�IEGTOR5 TYPIGAL AN�iGHOR BOLT STUD TO RIM J015T TO SILL PLA 5T-RAPPIN DETAIL HALL FRAMING 48° • Round holes only 5�2" 1%" • No holes in cantilevers. LOCJ4TE AT E:1/LRY STUD KTS. I� 2" • No holes in headers or beams in plank o11en1tation. N.TS. LOCATED AT EVERY CORNER N.T5. LOCATION A5 NOT® N.TS. QTS I N.T.S. H.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as co co Indicated In Illustrations g g and tables. m 0- A MINMUht OF TWO BRAC92 WALL ONES(EjM1)ARES IN EACH DIRGGTION OF A EIIILDINB. BW_5 SHALL NOT BE SPADED n z z z O z co N a dRIARD STRAP AND WALL SttATMG ALL 511IMTHI N5 z � TO Ta'a'POMP WALL f tm I I TO TGP a'PI6NY WALL f U51® -I MORE THAN 60 Fr APART. WALLS WTHIN.A BWL SFW.L NOT BE OFFSET BY MORE THAN 4 FEET PROM A BW.. BN-LOGATIM ARE O O O � O O F- IIbIGA1TED ON FLOt7R PLANS NOTE, -�� NOTE, I u> in in fn in a Q EWE-6N MTIZ KqA"AT 66-W WN" 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE 5 5 5 W 5 5 a D VALLALL DV PM I,5(fYFf Al REU A BRACED WALL PANEL(BHP)SHALL E E151N HITWN 10 FEET OF EACH END OF A BHL TW DISTANCE BETHEM ADJV AW PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER W ct W w It W ch o6 U ®Q AT mAcEp wALL PETALS G AW R EDGES OF E1WF 5 SHALL NOT BE 6REA70;Z TW 20 FEET. 7HERE SHALL BE A MINMUM OF TWO BMP ON EACH BW..EXCEPT AT ® WALLS<16 FEET LOW MAY HAVE ONE AM OR LON R BMP. BIAP M;E TYPICALLY G5-W5P 5HEATHIED BRACED HALL PANELS ®I s-W NALS AT MTV (TYPE A)OR 6YF5UM BOARD 65(TYPE E). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BNP TYPES A 3 In'HOE LVL HEADER(SEE PLAN) ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LEN6TH OF BHP 15 REQUIRED. CON IHM TO OUTSIDE OF PANEL N BHP TYPES ARE INDICATED ON FLOOR PIANS. o ® 3/8'm THREADED ROD cN ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE N SHALL MEET' z Z_ V J NOTE,YNFBZE 24'WIDE MINIMUM FULL HEIGHT TFC MRUMA+f OF T,ABLEVhCl2.10✓e. NAIL�'MINIh1LUM WALL CONTINUOUS IlV4 MIN Dl3=f'HEADER TO CONTINUOUS IIVt"MIN DEEP HEADER TO WALL RETURN IS PROVIDED AT ENDS OF SHEATHNS W7H bd NAILS•610/0(EDGES)AND 1210/0(FIELD)NV PROVIDE 2X OUTSIDE KING STUD(SEE PLAN OUTSIDE KIN&STUD(SEE PLAN PANS BICE OS-W`.�P BRACED WALL LINE THE 8008 BLACKING AT ALL UN5IPPOR'TED PANEL E376FS. PROVIDE 80p P1011l�b FIOLDOW�I FASTEN j'SHEATHING TO HEADER W/ � FA5f13�1 J'SFIEATHIN6 TO HEADER W/ Z HOLDOFN MAY 13E ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES 71IAT DO NOT HAVE bD NAILS a 3'O/G IN EACH DIRECTION-/ 8D NAILS 0 3'O/G IN EACH DIRECTION W Ir]7IHlER A 24 MINMUM FULL FEIGFIT WALL RETURN OR A 48'MINMUM BWP. SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 FACE I IOD TRIM TOP OF PANEL AS REG2b E'-'( TABLE RbO2.105 MINIMUM LEN6TH REQl)1REMENTS OF CS-WSP EACH OF HEADER TO JACK STUD W/16-100 NAILS CONTINUOUSLY 5HEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W 2 Fz FASTEN TOP PLATE TO HEADER W 2 61/4'SN75 SGRENS Q �..T m ROWS of Ibd NAILS a 3'0/G z ROW5 OF I6d NAILS a 3'0/6 z WALL MIN PANEL PORTAL 5�5�y W LL°, L AJAGENT CLEAR MINIMUM LENGTH OF op HE16HT(FT) OPN6 HEI6HT BRACED WALL PANEL U HEIGHT(FT) WIDTH'L' > Y -SIMPSON GNW COUPLER NUT < 24. PANEL.5HALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT $ b4'TO 80' 32' LE55 THAN IWFOR 8 FT KALI,18'FOR g LESS THAN 16'FOR ONE STORY AND 24'FOR 8 28' W ( � W FT WALL,AHD 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' Z 0 o 51MPsoN 5W58 STRONG-WALL 513 80 TO qb" 36'' Y PLAN FOR ACTUAL LENGTH SE:PLAN FOR ACTUAL LENGTH 10 34' PANEL,VERIFY PANEL 15"L b 3/8'0 ANCHOR BOLT OR <64' 21' GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SFf,AU-L� a 9 64'TO 80' 30' 48'MINMU•f IN L EN617f ON BOTH SIDES OF WALL PEIt TABLE X - II 38� 4 A1DfT51VE ANCHOR F (2)JACK STUDS MIN.O R PER PLAN (2)JACK 51UD5 MIN.OR PER PLAN A-1xx 12 42 NOTE.DETAIL APPLIES TO W .- 80"TO q6" 41' `R602J05. 5ECt1RE&6YP511H BOARD WTH 6d COOLER NAILS, Q /•� <b4' 30' Ogl5'X IV 6YP5UM BD NA M OR Aq8'X IV � O � BOTH ENDS of HFADB2 r, 10 b4'TO 80' 30' NAILS 01IO)IC 06115)AND TO/G(PMD). BLAC.ICIN6 Is NOT - LL • 80'TO qb" 38' AT IJ�I1PPORTED PANE-E06E5 MIEN PA185 ARE BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL ED6E5 N ❑ ' OR IMILL Partial credit for ponels 36"to 48"wide per Rb02.10.5.2 ��0� DUMMY�"ST 8HAM1� HALLS TYPIGAL HOLOOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD ONE-AGK AND KING STUDS oNE,JAGK AND KING STUDS BLOCKING AT PANEL ED6E5 L EQUAL TO lil U FASTEN 7/16'5HEATHHING TO EACH STIP FASTEN 1/I6'SHEATHHIN6 TO EACH 5TNP TWO KING STUDS n "Or > 122" CD FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL weo COMMON NAILS a 3' AND SILL w 8D COMMON NAILS e 3' } FASTEN 7A6'SHEATHING TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 Z (� J PORTAL DETAIL"A'ONLY APPLIES AND SILL YH/8d NAILS a 4'O/G uj N.T5. 51MPSON HDI15 HOEDOWN W/14 I/4'505 51M'SON INDU2 HOEDOWN W/6-1/4' Z Q TO 2 FT TO 18 FT NIDE OPENINGS. SCRE S IN DOIII END STUD 505 SGREN5 IF NO FLOOR ABOVE. TABLE 602.10 3(1)BRAGIN6 REQUIREWE'JT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOLD"W/10-1/4'505 0 0 WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/2'0 ANCHOR BOLT OR EXPANSION 5GREk6 IF FLOOR ABOVE. PANE.TO 5rr DIRECTLY ON TOP OF - - " 5I,P50N DfTIZ Ha.MN AT fh N!G'pRAGN� HALL HEI6HT5,AND 2 BRACED HALL LINES BOLT NTH 2'X2'Xs,�'F-WASHER CONCRETE FOUNDATION WALL � � WNL EW FR416(TYPE A)tGU AS REQURID ADJUSTMENT STORY GONDITION ADJUSTMENT OVER Vs'0 ANCHOR OR EXPANSION BOLT W '�FLEG ®1 AT WACIP WALL PETALS G AW D. CONT BASED ON 5UPPORTIN6 FACTOR r4 BAR CONT IN TOP OF CONCRETE 5TORY BWL 5PAGIN6 METHOD 613 CONCRETE =4 BAR DON'T IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT LEN Og ® SHEA.THING EXPOSURE CATE60RY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION ><3 TIE G 5-100 NALS AT PTTIZ , , , EXP05L RE GAT E60RY ONE STORY D 15 m TOP 10 25 55 •4 BAR CONT IN TOP AND BOTTOM > EXPOSURE GAlE60RY TWO STORY G 13 PAe6 18 ANCHOR BOLT OR 3e'THRF�4DED OF CONCRETE FOUNDATION 51MPSON 5137/8X24 OR PABT-18 ANCHOR /` •+' w ® TOP 20' 5.0' 10.0' ' CATEGORY TWO STORY D Ib EXTEND WALL 51HFATHIN6 OVER RIM J015T ROD W/WASHER RATE,SEE DETAIL IS/DI BOLT OR Ye"THREADED ROD, ®� '� r`n FTI I, m PABS-Ib ANCHOR BOLT OR�/e'THREADED 5, ..�._ � -� ROOF EAVE TO R106E ROOF ONLY 15 FT 1.3 PAHff3 J015 OVER ROD W/WA51ER PLATE,SFU DETAIL 15A71 TOP 30 7.0 145 FRAMED II ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib SEE DETAIL 15/01 WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. FLOOR TOP 40' q O' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR IS F7 1.15 PANEL HAS GONTiRIBUTIHN6 LENGTH OF 48'TOWARDS R602.103(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SINP50N STRONG H^UW_REGb11RE5 ENGIHl�REU DESIGN TO 0 Ar / REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO CONTRIBl1TING LENGTH OF 48'TOWARDS R6AT BRAC MINIMUM L I NES. 1n,YO / ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ Yl/ ] LEM ON FIRST FLOOR A�PIWATION ONLY. REMIREMIENTS FOR BRACED WALL PANELS AT BRAS WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LARD ANDS FOR ION TOP 50' II,O' 23.0' ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 TOP 60' 13.0' 27 5' ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP ... ........... ..................................... HALL HEIGHT ANY STORY b FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS 11 II J B NUMBER ADHBINGHOR13oLroR BOTTOM OF 2 10' 5.0' 105' WALL HEIGHT ANY STORY q FT OAA ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL ADHE5IVEANGHOR WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E DETAIL - TYP�ENGI,.,ERED 016023 BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 0 0�" NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PEMETHOD, , , NJH1813t OF BWL PER PLAN DIRECTION AT STORY 3 1.3 � SHEET NUMBER BOTTOM OF 2 30 13„0 275 NJMB]R OF EIK PER PLAN DIREGTION AT STORY 4 1.45 Q PER PLAN DIRECTION AT STORY 5 OR a _ BOTTOMOF2 40 �o 44 WALL PANEL DETAILS HOLDOI�NN DETAIL L AT SLANG GYP BD FINISH OMITED FROM INSIDE FACE OF BNP 1.4 Z BOTTOM OF 2 50' 21,0' 44.0' APPLIES TO METHOD G5 AN ONLY ( 2�1131RACED UNIT 7 6 (B- 1 15 )_ UNIT 75 (MODEL B- 0 -T.9 BOTTOM OF 2 60' 25.0' 52.5' GYP IE FASTENING ANY STORY 4"O/G O.l 2 )APPLIES TO METHOD 613 ONLY D 1 NOT TO SCALE j / C/)W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 LINE OF ROOF 4.2 HR 5EPERATION A Z g TRL155 BEYOND WALL PER UL#336 B2-5 l0'-0" HIP WIDTH Lu 0 01 4'-0" 1 4'-0" RIDGES 0 ALIGN r U (3) 2x8 P.T.GIRDER MO VENTING) MO VEN ING) U RIC 6E VENT BEYOND - Z ^ , £ RIDGE VENT O W L L 1x8 FASCIA BOARD ~ ' BD W/- 6"AZEK TRIM BOARD _C.14 BI-5 " Xf21M(TYPJ 12 HORIZONTAL ~ a.• y N q G CLL GUS d LEADERS Z U �'� �� ALL GUTTERS d LEADER5 SHALL BE BAKED L- �•- 51MP50N LU528-3 FACE WHITE ALUMINUM .032"MIN.6AU6E,GUTTERS O Q w -24 M = MOUNT HANGER 12 12 12 12 12 12 12 1 SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL U = � co Ngoo" i' (3) 2x12 P.T. 61RDER BEYOND 6" AZEK TRIM BOARD �*�� RELATED d REQUIRED ACCESSORIES. LEADERS ❑50 M 0u () D D' 12 j..�..�.+... ..�,. 12 SHALL BE MIN.2"x3",All'GAUGE W/CLIPS d g AN(HOR5. CAULK d SEAL ALL JOINT5. PITCH -VrTER5 MIN., HARDIPLANK HORIZONTAL +/- I I " I,-O,IHIIx AZEK TRIM BOARD OVER CLAP SIDING - g° 8" 8" M RECEPTORS 51 ABOVE TVIDE o RECEIVE _ a I i i i 1i �� OH. 61RDER5(TYP) OH. OH. OH. fdt+! LEADER5(CLOSED GAP DESIGN). v — — — — — u w 1. 51MPSON BG52-3/b P05T I'x 8"AZEK RAKE BD W/ - - GAP ANCHOR I"x 3"AZEK TRIM(TIP) 12 2444 q 6"DIA6.AZEK = DHamiss 10" SQUARE HBdG DERMA CAST 12 :., ...... TRIM BOARD 2040 _ 2040 f L J = COLUMN #46382 W/5QUARE q(— 6'HI64 BLIND DH _ DH b HIGH IND ~ FLASHING " �' FLAT GAP d BA5E (OR EQUAL) - — / / o w O .. - -- - - Z 4" 2'-O" i o CORNER COLUMN TO BE w _ _.._.. - — — — — — — — — — — — — — — — - — PROVIDED W/SPLIT KIT = _ U ALIGN _ _ _ DINING ROOM i bxb P.T.P05T WITH 5IMP50N FA5GIA5 " PLATE HT. ABU6b P05T BASE (TYP - ALL M.BEDROOM _ _ _ I-0 " " COLUMNS) PLATE HT. 1'-0" -0 i OH• Z . _ O " 2'-0° ' / _ CLOSET U 2'-0 -_ - / I I PLATE HT. TYP. REAR COV. PORCH DETAIL I °" °" - __ J o NOTE w• 11'� ,� B2—I 4 O m 3/4"=V-0"-0 HINGES. SHUTTERS WITH FIXED ® , _ r = i i = Z HIIJ6E5. WIDTH OF ® _ SHUTTER TO BE HALF = / I I 10 AZEK ❑ Qji V J _ / $ it Q 1 i FRIEZE BD. o WIDTH OF WINDOW. = o 4 I I Ix12 AZEK W r'--� Q / COLUMN®COVERED-�- T- Q Q I I TRIM o ii PORCH BEYOND LUMN®COVERED JTTI Ii PORCH BEYONDLLJ Z FIN. I5T FLOOR FIN. 15T FLOOR / N. IS ~� ELEV.+Ob" O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r. I 1x4 AZEK TRIM I I I I I I I I w w ALL SIDES I I I HATCHED AREA I "FFIT I I I I U �■■■� INDICATES LOCATION I I I I I � I OF FIRE RATED ROOF d I I I I I m o I I I I I WALL 5HEATHIN6,4'-O' O FROM CENTER OF I I I I I ❑ (I FIREWALL-EACH 51DE I I I I I I I I I U i I I I A I I I I I ai r6,1BASEMENT I I I I I 62-5 I I I I I BASEMENT - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - -11 - - - - - - - - - - - - - - - - - - - - - - - - .--LI- - - - - - - - - - - - - - - - - - - - - - - 1-I - - - - - - - - - - - - - - - - -IT - = _t_ - - - H L -I- - - - - - - - - - - - - - - - - - - - - - - -L - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - UNIT 76 ( 15 ' PORCH) UNIT 75 w 4 2 LR�5�R TION _ ONT ELEVATION o MODEL B- 1 (INIK]BERRY) B-2 (MAGNOLIA) �,4„ _ 1'-0" A GL 2 HR 5EPERATION B2-5 WALL PER UL#336 4'-0" 4'-0" TYPICAL ROOFING: ARCHITECTURAL SHINGLES 15# (NO VENTING) (NO VENTING) FELT UNDERLAYMENT RIDGE VENT 5/8" PLYWOOD SHEATHING - RIDGES TO ALIGN r RIDGE VENT �! r � nP u? N N M f� •- .- N N f`•) M tD I-ARDIPLANK I'x 8"AZEK RAKE BD W/ WRIZONTAL GLAD 12"x Ib"VINYL I'x 3"AZEK TRIM 51DIN6 LOUVERED VENT " b AZEK TRIM 12 6"AZEK TRIM BOARD g z 12 6"HIGH BLIND TYPICAL ROOFING: z z " 12 q FLASHING ARCHITECTURAL I x a AZEK RAKE BD W/ q(— SHINGLES 15#FELT 0 0 0 �= o o z w I"x 3"AZEK TRIM(TYPJ 12 / UNDERLAYMENT g / SHEATHINO 1^1 all YWOOD b"DIA6.AZEK \ 12 12 ROOF® COVERED TRIM BOARD ' g q PORCH BEYOND 0 N 6" H16H BLIND q I o FLASHING 6"HIGH BLIND LINE OF HIGH ALIGN FLASHING -GEIL.BEYOND FASCIAS GREAT ROOM00,10 A} PORCH ~ PLATE HT.- I - ------ - - - � - -- - - - -- � cv 1'-°" fill I[I11►L--- 7im T - ---J111111 L_°" / _ --- --- Vill OH. 2015 IRC— 6242'1.8 (503.8) O m I I I I I I I I I I VENTING 5Y5TEM TERMINATION LOCATION: � '� o I I I I I I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN > H Y B2-I I I I I I I I I F[ 1 I I I I I I I I INPUT OF I D D00 BTU PER HGUR(3KW)OR LE55 SHALL BE QW [� = a LI LOCATED AT LEAST 6"FROM ANY AIR OPENING INTO A L ~ I I I Iill lill = = I I I I I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 Z v = I I I I I I I l I I = Ur I6' 4" WI TH i I = P w I I 18' 0" WI TH I I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE � 4 � _ - � INSTALLED WITH A g INCH VENT TERMINATION CLEARANCE,AND 111 Q I i i I I I - AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR W I I I I I Cal SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION - I I I I I I I I I o I I I I I INTAKE SHALL BEGLEARANGE.THE BOOGATED A EAST 12"TTOM OF THE Vag TERMABOVE GRAVINAL AND E. AIR ❑ W I I I I I _ �, � I I I I I 6"AZEK TRIMS I I I I I I I I i I I I I I I I I I I I I = ALL 51DE-5 I I I I I I I I I i t ui I I I I I I I I I I I I II II i II II z II m I I I I I A�FFIN. 15T FLOOR I I I I I I I I I I I I FIN. 15T FLOOR z ELEv.+o'-o" - IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN o - - — - - - - - I Ir--------� I I ----__�I II - - - - - - OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" - `r I S �r===1�===� -� bll II IIII I Ix4 AZEK TRIM 1111 II IIII II I I I I I I I I ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE 6 N RlJ I I M j I I I I WALL BEYOND 6" AZEK TRIM IIII it IIII II b" AZEK I ALL 51DE5 THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE Lu/ bxb P.T.POST WITH SIMPSON II II II ALL SIDES(TYP) I I 0 II I I �� I I BG52-3/b P05T GAP ANCHOR d u II II ALL 51DE5 I Iu II IIII II EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL i �y 51MP50N ABUbb P05T BASE(`PYP- I j all II IIS I b" AZEK TRIM I I IIII II IIII II ( I I I I I bxb P.T.PEST WITH COMPLY WITH ONE OF THE FOLLOWING: ` �� T- ALL COLUMNS) I I pll II IIII I I ALL SIDES I HATCHED AREA IIII II IIII II � „ II I I I SIMPSON BG52-3/b *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE ® < _..I pll�RESyI IIII INDICATES LOCATION IIII6�551III II 10 5QU/t HBG DERMA CAST P05T GAP ANCHOR d TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED ` m I I NII WINDOO it I I IIII IWINDON IIII II I I 1# 382 W/5QUARE I I I y 4 „ I ��_-��__=JI I _ OF FIRE RATED ROOF d L=_-_�L—J�I II COLUMN SIMPSON ABU66 POSITION. r 10 SQUARE HBdG DERMA GA5T g ( ( u_________u I I I WALL SHEATHING,4'-0' LI_ I� ( I FLAT GAA � BA5E (OR EQUAL) I I I POST BASE(IYP- , T• �. �" FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 COLUMN #46382 W/5QUARE I I FROM CENTER OF I -------- I ( - GORNR�.OLUMN TO BE I I I ALL COLUMNS) U FLAT GAP d BASE(OR EQUAL) FDI — — FIREWALL-EACH SIDE q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U� I ( I � I ( PROVID)�D IN/SPLIT KIT I I I RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO w YOR`� - CORNER COLUMN TO BE I I I `- FDI I I I I I I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ PROVIDED W/SPLIT KIT AREA OF THE WINDOW UNIT TO LE-55 THAN 5.7 5MARE FEET. BASEMENT I I I I I I I I I I I BASEMENT ................. ........................ I� - -- - - - - - - -- - - - - - - - - - - - - - —�-�- - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - =—�I= - - - - - OB NUMBER - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - L - - - - - - - - - - -- - - L - - - - - - - - - - - - - - - - - - I--I- - - - - - - - - - - - - - - - - - - - - - - - -- - - -I- - - J L_ _j L - - -I- - J 201602 3 UNIT75 (L 2 HR SEPERATION UNIT 76 ( 15' PORCH) C/) SHEET NUMBER A �-PER UL�� UNIT 7 6 UNIT 7 5 DUET CLUSTER a B-2 (MAGNOLIA) B2-5 MODEL B- 1 (INKBERRY) -REAR ELEVATION Z 1/4" _ -011 (MODEL B- 1 15 ) (MODEL B- 2 ) ELEVATIONSB 2 1 w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED On B2-5 Z B R106E VENT w E LINE OF ROOF BEYOND® MASTER 6' (R-19) BATT5 Q 4NNNNJ U 12 BEDROOM CA)NTI"JOU!5 ABOVE Q IN AZEK 5HEETIN6 Z �1 ( X W OH -0 RIDGE VENT CONT.BLIND FLA5HIN6 F- .� cin mv 2"x b"NAILER-LAB N pINSTALL ICE I HATER N} " PER MANUFACTURER'S SHIELD BOLT TO VERT 5 .0 N 2 Z b W/ DIA X b L BOLTS SPECIFICATIONS TO MAINTAIN2 Z U ca r - RIDGE VENT PRODUCT WARRANTY U Q W M Reli12 Z NOTE: - - = M �' +/- I I APPLY ICE a WATER SHIELD IN ❑ (� 12 FAIR WEATHER WHEN THE AIR, 2'x 6"RR® I6' I I RIDGE VENT ROOF DECK AND MEMBRANE 12 ARE AT TEMPERATURES OF I ( q" (R-30) BATTS a LINE OF ROOF-_±=,7',, B�B _ 40°F(5°G)OR HIGHER 2"x 4"SOFFIT BMS OH2" BEYOND® 6ARA6ECli ® 161,OG nn 4 4L 9 AL16N FA5GIA5— WINDOW HEADER PER PLAN T 9 BED_RM#2 _ _ I'-0" DIN AREA __ - _ _ _6REAT ROOM I I Z PLATE HT. OH. PLATE HT. nniri uimi PLATE HT. O FillI- I-0 � � � � i-:----�-- i - I'-4" I TRANSOM WINDOW V 41 10"AZEK- �-, -- i i OH. � FRIEZE W. OHvr: `- -o,� ��- -; .._..:.- .:.. � � I I BEDROOM #2 _ OH. � O I � � � l � � I I Z it it I J ( I 1 10" SQUARE HBII6 DERMA ° 2'x8"® I6"or,FOR SEAT U EXTERIOR WALL I I f i I o -HARDIPLANK 5HIN6LE 51DIN6 I i I i o I CAST GOLUMN #46382 W/ I I B2-I = 0 Ln o _ i I i I = I I SQUARE FLAT GAP 4 1 I ° OL05ED CELL SPRAY FOAM LL _ TYVEK OR EQUAL ~ i i i i Q i - DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY H -lAb"O5B SHEATHING o J i I i I TT71 _ i I -2x6 WOOD STUDS® I6 O.G. I i BASE OR EQUAL - M " o i i i i I CORNER COLUMN TO BE i I (2)2"x8"® END W/A35 I I FILL SEAT CAVITY O r` J -b R-21 BATTS o i I i I r __ PROVIDED W/SPLIT KIT cz I I I I t T I I 51MP50M GONNEGTDR ❑ Q� zI .- i i 51MP50N H2-5A CONNECTORS [�] i i I"x 12"AZEK TRIM ^ FIN. IST FLOOR _ I FIN. 15T FLOOR BD I. GYP BD �--� ELEV.+0'-0" - - - - - 3/4"T4 056 5UBFLOOR- I I Io" 5QUARE H64a PERMA I I bxb P.T.POST WITH I I I I I e-L� d 5GREWED-RUN CA5T GOLUM#46382 Wl I I 51MP50N BG52-3/b I I I I `— T 1/16" 055 5HEATHIN6 GONTI1Jl10U5 BETWEEN PLATES O SQUARE FLF�T GAP +E I I POST GAP ANCHOR t AT EXTERIOR WALL w va WALL® 6ARAC-E BASE(OR E UAL) - 51MP5oN ABU66 WALL® GARAGE 2X12 FLOOR F- w BEYOND I I I I P05T BASE(TYP- I i i I BEYOND I 1 _ CORNER GO UMN TO BE — — — — — — — � JOISTS® Ib"OG. W ti o I I I I ALL COLUMNS) I I I I I FDI PROVIDED SPLIT KIT 4 FIRST FLOOR LINE - - - - C) I UNF I N 15HED _ BASEMENT I + BASEMENT - - - - - - - - - - - - TI- - - - - - -TI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -I-I- 1-r - - - -�- 1 I BASEMENT U L- - - - - - - - - - -- - - - - - - -L - - - - - - - L - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - -I-- -- - - - - -- - - - - - -- - - - - - - - -1- - - - - - - - - - - - - J 1 • .. ,,4y •.•t. I rB -RI(5HT END ELEVATION UNIT 75 1 I B2-5 �� _ r ��%-13) Z v 1/4 - I -0 -I B - 2 MODEL (MAGNOLIA) ALON CLOSED CELL SPRAY FOAM INSULLu ALONG INSIDE FACE OF HND.WALLS-FULL HT � OR DRAPED BLANKET IIN5ULATION U O Q SELF FLA5HING BEDROOM #2 BAY DETAIL 5TANDIN6 SEAM METAL /�qF �� GHA5E GAP pq II I- IIJ-IL, ti � b" TRIM GAP T — — — RIDGE VENT ri o r cti ASPHALT ROOF SHINGLES— �i cV ri ri cd OPTIONAL WOOD 12 GHA5E WITH METAL INSTALL ICE d WATER SHIELD GAP AND GULTURED 12 STONE VENEER _.. ...._... .......... - _ __..._-.._- --.. PLYWOOD 5H64THIN6 PER MANUFACTURER'S �__�:---- -ti: .a:.�:u..:_ - :� ..__ _.,..... 12 SPECIFICATIONS TO MAINTAIN - - - -- -. . 12 6 G DORMER PRODUCT WARRANTY LINE OF ROOF _w•_.. 13EYOND 15*ROOFING FELT PAPER co - w. - a _ RIDGE VENT BEYOND® -.�-. �_.- .:...._ : _ ... _._ . NOTE: BEDROOM#2 RIDGE VENT INSTALL ICE t WATER 5HI8 D PER ' vi z a a APPLY ICE t WATER SHIELD IN - MANUFAGTURERS SPECS.TO ' ROOF FRAMING 0 0 0 0 0 Z H fu FAIR WEATHER WHEN THE AIR, �'- - - - - - - - MAINTAIN PRODUCT WARRANT•(. I a Qfu MIN 4'TYPIGAL w a6 ab U ROOF DECK AND MEMBRANE12 CARRY DOWN FRONT OF FASCIA- I 5 S w Z 5 N 5 ARE AT TEMPERATURES OF - IF I'-o„ 0.40 ALUMINUM DRIP EDGE o 40°F(5°G)OR HIGHER. 9 I— 2 777 12 12 BI-I GABLE GAP o = FLU5H ROOFS q q }J OH. GUTTER o 1x8 FASCIA SD. _PORCH _ _ 7M- n n n n 8"AZEK �= . H PLATE HT.I tri i FRIEZE BD. _ _ M.BEDROOM I W - PLATE HT. w OH. I I I I o z J NOTE W: PVC SHUTTERS WITH FIXED > N--I Y HINGES. WIDTH OF NOTE: Lu w I I - i I i APPLY ICE t WATER SHIELD IN Q = ¢ J = i I i SHUTTER TO BE HALF FAIR WEATHER U B2-I = ° i i i WIDTH OF WINDOW. WEN THE AIR ROOF DECK AND I.-IJ I2015 IRG- 62421.8 (503.8) Q = I ° o i i i = o TE RAn1I;T5 IvIDIRANE AREOF 40°F(5°G)OR R VENTING SYSTEM TERMINATION LC�GATION: = I - I _ EXTERIOR WALL HIGHER W THE VENT TERMINAL OF A DIREGT VENT APPLIANGE WITH i i i i o o -HARDIPLANK 5HIN6LE 51DIN6 Q AN INPUT OF IOp00 BTU PER HOUR(300 OR LE55 SHALL I � -TYVEK OR EQUAL ❑ T BE LOCATED AT LEAST b'FROM ANY AIR:OPENING INTO A i i i i -UIb"055 5HEATHING FASCIA BOARD "AZEK SOFFIT h� BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER i i i i -2xb WOOD STUDS® 16"O.G. SINGOR VENTM " _ 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER i i I -b"R-21 BATTS HOUR SHALL BE INSTALLED WITH A 4 INCH VENT TERMINATION CLEARANCE AND AN APPLI�4NGE WITH AN FIN. 15T FLOOR I_ _ _ _ _ _ - _ _ _ _ SIN. 15T FL00 VINYL SOFFIT } INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST - - DETAIL m A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF _ _ _ _ 2 THE VENT TERMINAL AND THE AIR INTAKE SHALL BE AZEK TRIM Z U LOCATED AT LEAST 12"ABOVE GRADE. I WAIL® BEDROOM I I I ALL 51DE5 I 12' SQUARE HBd6 PERMA GAST WALL® 6ARASE I co 2 BEYOND I I I I I COLUMN W/SQUARE FLAT GAP BEYOND I �� I✓ .....` 1x4 AZEK TRIM 6x6 P.T.POST WITH I i d BASE (OR EQUAL) -CORNER I SCALE: 1 1/2 = 1'-0" SEN oeRFO 51MP50N BG52-3/6 ■ G F 2 POST GAP ANCHOR d I L I COLUMN TO BE PROVIDED W/ I I 51MP50N ABU66 I BREAK I SPLIT KIT m Z P05T BASE(TVP- #�: 2015 IRG- R312.2.1 FDI Q IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN I I I OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' ( I I I ALL COLUMNS) I I I ` o ABOVE THE FINISHED FLOOR AND 6REATI3Z THAN 12' ABOVE THE FINISHED GRADE OR OTHER E1RFAGE BELOW I cl)U O� �" y Jr- ON THE EXTERIOR OF THE BUILDING,THE OPERABLE I I I I I I I ❑ WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I I I I I I I �R SPHEETOP AT 55THLNOT flTHE WAN6f`NITSLACH DIAMETER I - - - - L - - -- - - 1 - - - - - - - - - - - - - - - - - 1 - - - -- - - - - - -1 - - - - _ - - BASEMENT AK SPHERE TOPA55THR000HTHEOPENIN6 '�INIT5LAR6E5T �- - - - - - - - - - - - - - - -- - - T— � I I T - -- - - -- - - - - - - - - - - - - - - - OPENED POSITION. L•- - - - -- - - -- - - - - -- - - - - -L - - - - - t - - - - - - - -1- - - - - - - - - - - - - - - - -1- - - - - - - - - - - - J- - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - -� J B UMBER f FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2040 LEFT END ELEVATION w2016023 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION UNIT 7 6 15 P O RC H TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW UNITS 7 5 (MODEL B- 2 ) c/) SHEET NUMBER O FULLY OPEN,SHALL NOT REDUCE THE NETT CLEAR i/4r = 1,-0r DUET OPENING AREA OF THE WINDOW UNIT TO LI=55 THAN 5.7 SQUARE FEET. MODEL B - l (INKBERRY) ZB2 . 1mi_ � 8� 76 (MODEL B 1 15 ) ELEVATIONS W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED �r'-oll GK 2 HR 5EPERATION Z 22'-6" WALL PER UL#336 14'-b" II'-2" 13'-0" w A - U 0 LINE OF REAR B-5 q O '�'�, U CHEEK WALL UNIT 75 I B2-5 I ZO ^ = c=i .� d .=; ` < 1 1 < � fn � U CD 5'-3" 4'-4"M.O. 4'-II" 10'-0" 8" I 12'-10" I 8" p N} a o I UNEXGAV. ( — Z v o - g FDI 4"P.G.SLAB WITH bxb, O Q w M 2'-0" 11_511 51_111 8" 51--III 11 511 8" 2'-b" 4'-4"M.O. 15'-S" ( 10/10 W.W.M.OR FIBERMESH. _ 2 MIN.3500 PSI GONG. U � . 4 ' '�° UEl m a- - - - - - U EXGAV. - F[-: 2" I r------- FD1 SN b" - �/ LL tMvO L J 4"P.G.SLAB WITH b 6, L I HD 10/10N.M.OR FI 5H. I HD a o MIN.35 PSI CON(. EGRE55 °: — m r WINDOW oim q m 1 Ho Q 2x12 FLOOR JOISTS O FDI ® Ib"D.G. 2"x 10" /TrSEAT ( Z n " ` O 7-0 2 --J 4"WIDE JOIST HD F- 8" It- I F SEAT.T.O.SEAT = 4 I I ELEV= ()I'-111 o J _4 M M r------1 1 0 ( 1 4 22"X 1 SEAT o I FD1 — — — FDI L2-P.G.FOUNDATION WALL 4 WITH DAMPROOFING ON `u,, Z 8" I 14'-8" ( q'-4" FDI 13'-2" 24"x 12"P.G.FOOTING 10" 21..0" :o }� _ _ _ _ � _ _ - ,• WINDOW I o � p I N 10"P.G.FOUNDATION I 4 Ca O 12'P.(.FOUNDATION I o HD L WITH DAMPROOFI% r- DIRECT VENT HEATING EQUIP, LL In " �L APPLIANCE CLEARANCE Hp ~O M ol 2'-0" 7 WITH DAMPROOFIN6 N N = _ _ _ _ _ 0"x 10"P.G.FOOTING —I O) "x 3o"x IV DRUPG APPLIANCES SHALL BE INST L T.O.N.ELEV. = 0'-0' 6(U .N) WITH THE CLEARANCES FR Z l Q, 7 FD1 24'x 12"P.G.FOOTIN I \J 10" 14'-411 (2)2X10 P.T. 23'-O"I o I I (- I IL � �II UNPROTECTED COMBUSTIBLE I " DE ❑ MATERIALS A5 INDICATED ON TIIE J015T SEAT. �- - I I @ L J APPLIANCE LABEL AND IN ;1 TOW.ELEV= DIRECT VENT HEATING EQUIP. N L4-WIDE I II ® I MANUFACTURERS I%TALLATI N II APPLIANCE CLEARANCE APPLIANCES N_ J015T SEAT. 1 1 ( L- INSTRUCTI01�15. SHALL BE INSTALLED WITH THE •00 00 4 WIDE I M ( � � TOW.ELEV= J015T SEAT. I I CLEARANCES FROM UNPROTECTED O Q p PROVIDE FRESH AIR INT TOW.ELEV= (-)I'-I�" 11� ( COMBUSTIBLE MATERIALS A5 p 0 I N I I I r Ca TO MECH EQUIP PER CO I II INDICATED ON THE APPLIANCE LABEL;nILL a AND IN THE MANUFAGTURER5 - L 1 � �' p I 2x12 FLOOR J015T5 J 2x12 FLOOR J01 T5 HD L _ I INSTALLATION IN5TRUGTIONS. cxv 1 7v 1 ® Ib"O.G. _1 ® 16"O.G. 5�"DIA STEEL COLUMN 1 u- ® 7HID PROVIDE FRESH AIR INTAKE ON 30"x 30"x 12"DP PG I I I I I I I w TO MEGH EQUIP PER CODE FT6 N.O.N) B II F T I I 1 - - -I — �- -1 BASEMENT SLAB L B-5 I I I I b P.C./� IN.2500 P51 G��AO��jjjN///��,) V J 2'-D" ID" 81_511 Q1_511 — x1_511 /_1_211 /_1-011 I'-0" I FDI J *.OW MIL. �V/t �/�— I FD1 El O ARRER w *TAMP d FI 0 q5%DEN5ITY — D.O. 5 I/4"x q I/2" LOW II D.O. I II 1 D.O. r - D.0 1 N o J L� — � 4 " — -f- — I I — I — 14-2 KXJ51-011e'-01, to J L - -J LVL GIRDER LL _� o it° I -i I _ -1 I J U 4 $ASEMENT SLAB I a I �l I I 1 - - - - - _ J L — — UNFINIS ED BASEMENT `n it - - _ - -- 11 — — — — r '-o"cE1uNG HT. TVP. SEAM POCKET FDI 4 P.G.SLAB(MIN.2500 PSI GO ) I I I I I B-5 I /,., *(R-13)GL DELL SPRAY WRAP ENDS OF GDR II *.00b MIL POLYETHELENE VAP I � � � ( 1 ( o Cz- F- -I FOAM i ALONG INSIDE I �y/ALUMINUM AT � BARRIER I l 4'IN E JD T FACE IL HT L -� POCKET OR PROVIDE co 2 *TAMP d FILL TO q5%DENSITY I I U 1 1 l5>=RT. EAS — FD1 5 I I I " L -) * IN5ULAT1oN o 1/2" AIR 5PAGE ALL Z II UNFINISHED BA5EMENT I III I 1 I I I ELEV= ()I I (' PIPINGALL ND TING DucTS J 51DE5 5'-4" o" g 4"WIDE 2'-611 III 21_01, #8'-O'CEILING Hi. L fl- I 1 r- 1 4� (R-I3)OL05M CELL SPRAY �n u- ® �I - L I 411 TO BE INS" AS PER N.Y.S. Q J015T SEAT. 10" FOAM INSTIL ALONG,INSIDE N � X I ( I 1 0� CODE. '- O TOW ELEY= ()I'-I " I o FADE OF FO.WALLS-FULL HT = `j r cv '` (2)2X12 D.O. (� 4"WIDE J015T 0 OR DRAPED BLANKET 4 o = L _ u ® -- _ _ - , I - - - - - - SEAT.T.O.SEAT CN INSULATION = g QI X Q ELEI/= (_)I'_1 " Ak ALL EXPOSED HOT WATER - `� cv I 2x12 FLOOR 5 5 - ' HD PIPING AND/OR HEATING DUGT5 N ® m m m �I I I -� 16" = I I- /4'IX� I/ " I- -I n TO BE:IN5"TED AS PER N.Y.5. -,I TOW.ELEV= 1-4 I-10 .� 4 WIDE JOIST I �- I m r 4'- x � -I -EVE L_ J F- 6 UNEXGAV. " ��' - G_ -I SEAT.T.O.SEAT 0 0 EI- " ° FD1 4" P.G.SLAB WITH bxb, 2"x 10" G - 2X+2 - �= ()I,-11" n I I — I 2x12 FLOO JOISTS UNEXGAV. IO/AO H.H.M.� OR SLAB SEAT ;_ I I I I I I I ® Ib"O.G. 4'P.G.SLAB W-I' 7 FIBERME5H. II I_ II 1 II 1 N ( N n. ) 0 I — I bxb,10/10 N.H.1. MIN.3500 P51 GONG. 8 31-&. 0 6-S 6-8 -3rb - II 1 I 18'-6" _74— OR FIBERME5H FD1 - - I o J IfV Q MIN.3500 P�1 r 4 t- p uj r ti_ r_ cq 00 � 3—2 I _ _ _ I 3 n _ N 1 n 1 n 1 n 1 n �N n q Ifl r Q N N N M I� tri 7-2 2 -0 4'-b" 8 r N N cM M Wcq " " I— I- - - ( � B2-5 FDI 8 1 iA HO 5 I/4 x q I/2 LOW _ - I o I _ 21x 10' VL-GRDER 10"P.G.FOUNDATION WALL 1 I i SLAB SEAT (- - - - - - = T- I I 3 WITH DAMPRo0FIN6 ON 20"x I (- I -I 1'-0" 31_211 1 U 1 I B1-5 10"P.G.FOOTING-T.O.W. 5 #5 CORNER REBA W/ 4'-0" 1 N o LEGS® MIDPOINT 0 HD " o 1 ELEV. = 0-0 FW J 4 WIDE I �1 I I I I FOUNDATION WALL I'-b' _ _ TOWJ015T SEAT. -I_I 11.2 II 3-4„ __ _ IZ045HED LINE INDICATE-5 1 I #5 CORNER REBAR5 W/ 4'-0" I i FROM TOP 4 BOTTT M. -- , o z z �� () 4 WIDE J015T c/) a S It . I F RST FLOOR WALLS I I LEGS® MIDPOINT OF 11 UP 14R u-'- � O 3-4"0 11 g U VE n I I (2)2X12 FLUSH FOUNDATION WALL +E I'-b" I I (2)2X12 FLUSH 2x12 FL laTa of �' z cn a FROM TOP BOTTTOM. i o UNEXGAVATED TYPICAL s ® I G T.T.O.SEAT z z z o z z Nof GARAGE 5LAB ry I ELEV= (-)I'-ISN a� 0 0 0_ f= o_ o_ z J II i l-_-_- - -� 4R 1 I I *4'P.G.SLAB(MIN.3500 P51 GONG) - 811 14-2 2-b O `D 5 w 5 a Q D N 1 N I p I I co co a. UNEXCAVATED TYPICAL u, w � �i II r ( 1 GARAGE SLAB 0 I I REINFORCED WITH bxb,10/10 W.W.M. o o *TAMP d FILL TO q5%DENSITY T.O.W.ELEV. = o o I 1 *4"P.G.SLAB(MIN.3500 PSI GONG) Q 1 F" * SLABPOHN x o'-011 I I I REINFORCED WITH bxb,IOAO W.W.M. I iv SLOPE LOWARDS GAARRAG�E DOOR 2 (- � 5 1/4"x q 11 � -I b 11 I ® *TAMP d FILL TO q5%DENSITY I SLOPE GARAGE 5LAB DOWN 2' 1- s- TOWARDS GARAGE DOOR O cs I L - J _ - 1 I 2xF FL J01 5 a 0 0 � iv Ib"O.G.= �j 1 1 8 P.G. FOUNDATION WALL I I o B z J J I IB2-5 .L°Z I WITH DAMPROOFIN6 ON o 1'-0" n-l0 8 II-8 2-6 0 , - - - - - - - - - - - �_ 38'-10" 38'-4" F_ y W cV/ LINE OF REAR I 2 HR 5EPERATION 10" 5QUARE H64 C-7 PERMA �1 COVERED PORCH A WALL PER UL#336 GA5T GOLUMN #46382 W/ I U m ® UNIT 15 B-5 2' 5QUARE FLAT GAP 4 5A5E I I I bxb P.T.P05T WITH O (OR EQUAL) - CORNER I 14'-2" I I 51MP50M B652-3/b P05T V a A COLUMN TO BE PROVIDED I I GAP ANCHOR 4 51MP50N z ^ w ` L W/SPLIT KIT I I ABUbb P05T BASE(TYP O0 W fob rn `m O I p I II �I , M I I , , -�GOLVI-11 5) /\ bxb P.T.P05T WITH 51Mi'S0N I I 14'-2" I I-0 13'-2" 2'-0" Q C) v� BG52-3/6 POST GAP ANCHOR d I 1 V N r o �I � 51MP50N ABUbb P05T 5A5E I I I I (2)350 PH (2)350 PH '- TRANSOTop MS OF COVERED I I� � N�Z- N p0 (TYP-ALL COLUMNS) (�3050 (2)3050 DH ci F- }= In N Z I I ® 8'-0'HD HT 0 V-0"HD HT _ PORCH = I1 n I u , n 1 , n 1 n XI 1 , n I I z 0 21-0 " I6-0 22'-10 l-4 6-10" 5-6 5-6 cv 6-l" b-7 I CL O Q w M IO" SQUARE HBd6 DERMA GA5T Iq 2 iq ( cav o U ,o m I I GOLUMN#46382 W/5QUARE pi FW-2 r - - --IF - - I I N "' ❑ V M °° FLAT GAP 4 BASE (OR EQUAL) Q HD L - �°- J L - - - J HD D1 I m M I I - GORNER GOLUMN TO BE a f° PROVIDED W/5PLIT KIT i , (2)2X10 HDR % _ g016 TR I (� 0 0 F4 3016 6080 5L 6L. DR W/ I a COVERED I ( m l m mT�� • '-O (2) IS" IDELIC-HT5PORCH I ALIGN TOP OF r r 3050 OH "-' TRAN50M5 HD L - `° L - - J - - _ _ 1 I ' " ROOF TRU55 GI N TRU55 GIRDER - 8'-D" 8'-0" I 4'-111, I I'-3" b-4 0 -�-- Iq I I (3)2816 TR (2)3010 TR _ 1 g016 TR I � � \� (2) 2X HDR / � II'-0"GEILIN6 L J t- -N _- -- �- - - - � DI 1 (3)285 DH EC-RE-55 ® 8-0DHT I / BREAKFAST z Iq I 6080 51..OL. DR W/ I I Iq ® V-O' D HT WINDOW (2) DH \ / " I 1 (2) 18 DELIGHTS I I I \ / AREA 525'x 11 115-L HDR Hf) O DI T- I I4-0 1 4 2-0 4-2 3-0 14'-0" b I - -- ^t. 12 _� 4 I II p , p I II , II p m 0.1 HD • I- - - - �-� HD DI I 1 21 "G Q I 2816 TR CO u, 2852 DH Z N N r �: �r r ."- � I i i I DI LJ 81-01 HE?HT. O r 2016 TR _ 525 x II 7/8 LVL HDR , N .o p N I3-0 Y GEILIN6 cv 2052 DH O �-- I I- I I HD I ® 8'-0"HD HT �� - - - - - - - 21 "G 'L - - JI_ - - L- - - J L - - - �L - - J I I MASTER EDROOM I I i i i w0 Ln DI GONTINUOI (2)2X10 HDR ) I - I 1 c• / \ � � II II'-0" FILING �- B 1 FIRED AGE F- L m L J 5.25 x II l/8 LVL HDR I 4 I 1 I I 6REA ROOM N by / 15'-011 \ - 12'-0" , - L--JI 10'-4" I 1 Q ❑ Qji c) Ln -FAB I I I � I p 1 FI PLACE 1 II'-0"CEILING `r I 1 "0I II CEILING �° 4 n T g I LIVING AREA I BREAKFAST AREA 1 I �� KITCHEN I ��6 D� � I 1 q'-0'CEILING I I I I RAISED RTH ENERGY I TE P GL DR5 1 o BEDROOM #2/ 1 OPT. DEN N „ / I 11 \ ( _ 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF 15ED HEARTH - 4 " 4 11 4 ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE I 1 /5-0 5-0 3\4" 4" b'- " 4 Ib'-4" 6" I 11 Q m O • 2. ALL CON UC N OMPLY WITH THE 2015 INTERNATIONAL ENERGY - 2016 TR 2'-0" I I 5010 / \ o 1 2816 TR® Q t~""'1 .•. CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION tt' 2052 DH 1 �_ I FNH - - - `r N I 1 2852 DH N W SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO B ® V-O'HD HT 1 I ��8 -(t �bb� NiL J 8'-0"HD HT • EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. B-5 L J � 2'-0" II'-0" I 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND IO'- "GEILIN6 r ^ POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 12'-0"STEP CEILING, I b� .� IO'-0"GEILIN6 411 _0" 41_211 " 12 m v J CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 1 GREAT ROOM i Ir-- z tib �� rWIGL ICL �b� DI ❑ j� 11 DW I II'-0"CEILING, ® � I I �8 LIN. PANT. N m O 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND o I I IL___j KITG EN ® � CL. I I I INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING L_ J I Zz SURFACES. b" I I6'-411 I 1 31_011 41_011 00 Too 411 31_,011 4" q1-011 (� 411 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE ��' (2)2816 TR I I z 2' ® V C/ �D 4" p 6' W 4" m I L J I II-0 GEILIN6 15' F l3)28I6 TR SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE - I I 1 Q I 50 � q'-0'GEILIN6� " � (2)2852 IP I I = e WC X 51-off52 HT 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY ® 8'-0"HD HT I I 1 .� ATHROOM 3o"ATTIC � `� `� DINING AREA I I I " SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. L J O a� 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED 12" SQUARE HB#6 N I DINING AREA I I I 'Lbb © HATCACCH (2)2668 '- I 1 V) � = U HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, OA TESTING SHALL DERMA CAST COLUMN I 1 I I ( 10'-0'CEILING SD® �6 `O ® BIFOLD L J I 10" SQUARE H546 PERMA z BE CONDUCTED BY AN APPROVED THIRD PIJ2TY. W/SQUARE FLAT GAP I I 1 21 "G' I �F (4)2x4 WC © �� 68 m 5D DOORS m w P05T • hdl MASTER a eb I I I I GA5T COLUMN #46382 W/ 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO r � 4 BASE(OR EQUAL) - L- J / N o SQUARE FLAT GAP 4 BA5E Q :o U A MINIMUM OF R-8 AT 34 OR GREATER IN DIAMETER AND R-6 AT DUCTS CORNER COLUMN TO 2-b 6' 2-0' \ D1 / - ® N BATHROOW, ON 4R 21 'G (3)2X6 I I (OR EQUAL) - CORNER'° N U LESS THAN 34 IN DIAMETER. BE PROVIDED W/ / 5D - " = P05T L J I 1z O m N I_ 11 I II II � 11 , 1, 11 I p 11 I p " DI GOLUMN TO BE PROVIDED 5PLIT KIT I 4 ID-4 4 3-4 3-10 4 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE - - - - - - - - 4 3 8_ I-10III 4 4 - W/5PLIT KIT SEALED. � a 6" II'-2" 4" 2'-0" 4" � 3'-411 6" 5' 8" � � 0 _ - - - - - - _- - I HD a cv �� NOTE p 4 GL. cP� - - - - - _ 0 HD 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR Iq 5 LEAKAGE BY AN APPROVED THIRD PARTY. 0 2-O DN 14R " TUB o _O 0 5016 TIR pl I a� I Q I o x 8-o 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. m (3) ,2X6 HDR I II'-0'GEILIN6 b� `v " r `� `0 5HWR PAN X q'-0"50. I(COVERED 1 o p -O CEILING m L - J Iq 3080 EXT INSUL DR GOVERE ti 5016 TR 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 4 R FOYER LAV. WCI q'-0" EL 6 W DEGREES OR <55F DEGREES SHALL BE INSULATED (2) 12" a 1 PORCH _ RV - NOTE S: " I fi�ORGH I I- DI 3 2xb HDR 51DEL16Hr5 I 4'4911 GL. © - LAU PRY �° �° ° II-0CEILING I I I 3080 EXT IN5UL DR :o WITH R-3 MINIMUM. dj Q Iq ® EF m TEMP. GLA55 n� G1' OR FOYER �� r I II „ 45 MI .FI/L DR- I I I_ II W/(2) 12 r r DI 3-4 50 N0 "5, PTN ON 2X4 45 MIN.FIRE 51-411 Iii 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE HD I• 602 os v :o - UP IR � % KNEE WALL RATED W/SELF 51DELI 6HT5 �- ri o � 00 0 8 � Q N N N M I� r N 1cj IRC/IMC t� (4) 2x6 N N M M (O r CLOSING DEVICE � I P05T -1 b 31_A p 411 101-0„ /II I I 411 it- CALCULATED 11 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD - V68 611 4" _2" 4" (4)2xb P05T `ff Cl PER ACCA MANUAL J AS PRO%IDED BY A THIRD PARTY HERS . I 4" 3'-2" 4" 3'-4" l'-O" 611 4'-0" 602 HD bxb P.T. -3/6 WITH RATER. bxb P.T.P05T WITH ° _ _ _ F TRL155 GIRDER _ _ _ _ _ _ _ 51MP50N BGS2-3 6 POST i-2 " - - 2868 INSUL DR- 22"X 30'ATTIG GAP ANCHOR d 51MP50N 51MP50N BG52-3/b m 0 x b� ACCESS HATCH 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES Q I 5HHR PAN ,Tb - - _ 45 MIN.FIRE ABUbb P05T BASE(TYP P05T GAP ANCHOR u, RATED W/SELF (LAV MUST HAVE HIGH-EFFICIENCY LAMPS. d 51MP50N ABU66 ( ( �' - -Q W-O"G ILIN6 CL051W DEVICE SD® WC ° Iq -ALL COLUMNS) cn z co 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC P05T BASE(TYP- I LTJ p TEMP 6L PRTN ® - - - cn z z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND ALL COLUMNS) -o Q DOOR SD WI L - - - " TWO GAR GARAGE GL„ „ '° D 1 1, DI Z N N a INTERNATIONAL ENERGY CONSERVATION CODI_. IT SHALL BE THE I I /4' •4 PG.SLAB(MIN.3500 P51 GONG) 6" 3-4 4 4-b 4 EF 8-b 3030 AWN �o z z z O z z z , a RESPONSIBILITY OF THE GENERAL CONTRACI`OR TO SUBMIT IN DETAIL THE b" _ REINFORCED WITH bxb,10/10 WJ^TM. Q " ® 8'-D"HD HT O o O ¢ O O g Q (3)281018 I I q'-0" 4'-0" 4 6'-10" b' • �* FI 10-0 CEILING V5 U5 55 co V) DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE 5 Q 5LOPE 6ARA6E SLAB 0"2 ,TD'P © T 5 5 5 W 5 5 a ® 8'-0"HD HT I L 10'-0" ILIN6 TWO GAR GARAGE FW-2 O TOWARDS 6ARA6E DOOR _ BATH #2 m w Cu W � W G� N MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, c� * " p , �, a a a w a a cb a6 U 0)2850 DH I © TYPE X GYP BD ON GARAGE EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF MA TER 1 q'-0"GEILIN6 "4 PG.SLAB(MIN.3500 P51 GONGS WAL.L5 d GEILIN6 e REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. (TEMPERED) I I I fir- "' b"(R-21)BATTS REINFORCED WITH bxb,10/10 W.W.M. Q * "TYPE six,GYP BD ON INT OF LIVING `r I s: BATH OOM WILL *SLOPE GARAGE SLAB DOWN 2" o SPACE COMMON WALL5 TO 6ARA6E �8 LD 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC O TOWARDS 6ARA6E DOOR 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED `r Lo WC' LAV LAV �p� - 1 TYPE'X'GYP BD ON GARAGE 0 Iq a TO COMPLY WITH THIS CODE. 12 '►b WAI15 f GEILIN6 ® 4 G�. B 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR DI - - - - o *P'TYPE M GYP AL 5 INT OF LIVING 5D ;� DI v 62_5 EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH - - - - o SPACE COMMON WALLS TO GARAGE b"(R-21)BAITS o6 u, SECTION N1103 CONTROL SYSTEMS. 2010 TR Q :0 8 z -1 11'-0'GEIL NO 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND <? 2050 DH -I r - - - - - - - - - - - - - ;o Iq BEDROOM #2 e I 2 INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD ry -I `D ICD - OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO L 6" I I6'-0" 1 4p n 4'-2" 611 IS'-O" I 4" 4 1q 18'-D" b 12'-0" 6" 2'-b" Q O m INSTALLING INTERIOR GYPSUM WALL BOARD. Iq I m w w I I Iq DI a� - ' ^ - Y I I ( 2Xb HDR c DI DI IbOIO OH OR I w _ - _- - _- - a Z o II'-0"STEP CEILING 1 HD p�1 5 1/4"x Ib"LVL HDR 1z HD J 2015 IRC- 62421.8 (503.8) I MASTER 1 ° 1600 OH OR - DI Q v/2I _Q VENTING SYSTEM TERMINATION LOGATIOri_ d 21.011 I `fi BEDROOM 1 30 _ _ _ _ _ _ _ 0 DI o 1 W O if THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF Q, I `�' I HD 5 1/4"x Ib"LVL HDR HD �r 2-1• O 10,000 BTU PER HOUR(3 W OR I F55 SHALL BE LOCATED AT LENST _ ❑ b'FROM ANY AIR OPENING INTO A BUILDING,AND 5"AN I ( 2'-0"b 2'- 2'-O" 1 � APPLIANCE WITH AN INPUT OVER 10,00013TU PER HOUR BUT NOT I 2 HD SEAT HIP TT F� x OVER 50,000 BTU PER HOUR SHALL BE I'VSTALLED WITH A q INCH I 1 1830 DH D/21 FW-2 I 0/21 J (2)2X10 HDR w w VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPJT I 1 0 ®lb"HD T pl DI = - F OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT 2010 TR - T., 4" �, - r - - - lr TERMINATION CLEARANCE.THE 130TTOM OF THE VENT TERMINAL AND 2050 PH HT I 1 c° FW L - - (2) I6 TR_ J Iq w THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. 1 I I A A Iq (2) 0 DH Z U L � L - - - - - - - - - - - - - � B-5 I A D1 ® 8'-D HD HT DI _O o 1 Qm ,�. . (2)2X6 HDR � (2)2X6 HDR v 4'-O" 4'-O" U ��EN 0QR�O\ 2015IRG- 8312.2.1 a _ _ e IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING I5 LOCATED LE55 THAN 24'ABOVE THE FINISHED HD L 3010 3010 Ti� HD Iq Qy,^ • " I ® 8 HO HT ® 8-01 HIP HTJ4'- I A 4 FLOOR AND GREATER THAN 12'ABOVE THE FIN15HED GRADE OR 1 I- - - 11 DI _ 11 p p I-0 p " LINE OF UNIT 161 '� ••, m rT7 Iq 4-0 OH q'-O" 3050 DH- 4-0 16 Ib-0 R.O. I-4 18 I6-0 R.D. 2-6 S-0 2-b OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: DI Il'-0" 4'-0" IS'-10" IS'-8" 13'-0" 2'-b" 2'-b° WALL BEYO �M U O oc'�8 �/ t y W 1 2 *OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER E To 3q'-10" 36'-8" 2'-0" � PASS THROUGH THE OPENING IN ITS LARE3E5T OPENED POSITION. *FALL PREVENTION DEVICES THAT GOMI'LY WITH ASTM F 20g0FLOOR PLAN 2" FLOOR PLAN ° "Yo�� (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UNIT 76 ( 151PORCH) 2 HR SEPE�ATION UNIT 7 5 RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY ................. .. ...... .................. ...... 1/411=1'-0" LIVING AREA= 1,5gq 5Q. FT. K L PER UL#336 1/4"=1'-off LIVING AREA= 1,5gq 50. FT. JOB OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL B- 1 (INKBERRY) (MAGNOLIA)WINDOW UNIT TO LE55 THAN 5.l SQUARE 1�T. GARAGE AREA= 3-n 5Q. FT. B-2GARAGE AREA= 3115Q. FT. COVERED PORCH AREA= 112 50. FT. COVERED PORCH AREA= 250 50. FT. w 296023 ` EF =EXHAUST FAN: NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE �� GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE � SHEET NUMBER AND TWO-FAMILY OWELLIN65,TOWWU5E5 STAIR MANUFACTURER TO MULTIPLE LVL 6IRDER CONNECTIONS: 50 GFM INTERMITTENT OR NOTE "V": GONSTRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITEGT AND = NOS. PRE-ENGINEERED ROOF HD= HOLD DOWN AND vWELLIN6 UNITS IN GROUP R.> DESIGN 5TAIR5 TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS TD BE VENTED REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL UNIT 76 UNIT 75 DUETCLUSTER u' In TRU55E5 W/ 12" MIN. HEEL BUILDINGS(GOND05 4 GO-0P5)AND UNITS APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT ALL WINDOW5 SHALL BE REPORT ANY DI5CREPENGIES *TO OUTSIDE AIR PER GORE GONFLICTS IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEA5URE5 z ,� OFFERED FOR SALE IN THE IMMEDIATETO w/ I/2 BOLTS ® 2-0 O.G. 2 MIN cot CARBON MONOXIDE ALL WASHER TO BE (MODEL B- 1 15 MODEL B- 2 ) FLOOR P LAN " ANDERSEN 200 SERIES HEIC-'AHTS (U.O.N.) C°? 24 O.C. Q= TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALLDEGIONED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP 4 BOTTOM, � MIN. 4 FROM ENDSSMOKE DETECTOR BE CALCULATED AND NEVER 5CALED UNLE55 OTHERN15E NOTED. ( W FABRICATION. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH V IN5TALL ICE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Z MANUFACTURER'S SPEGIFIGATIONS TO 111AINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED bxb P.T.P05T WIT W PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. SIMP50N 13052-3/b P05T 4 0 8 GAP ANGHOR 4 51MP50N NOTE ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ABUbb P05T BASE(tYP Uall LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN p '�--) C� t5 APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING -ALL GOLUMNs) — — — — — p V 0- °, AND MEMBRANE ARE AT TEMPERATURES OF 40°F (500) OR HIGHER. _ _ _ _ _ z r CODE. PRE-ENGINEERED ROOF lk Ib'-o" HIP WIDTH A -(3)�-P. — D.o . I O TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I B2_5 II'-0" PL HT. 11'-0' PL HT. U � U > —1Q' STRESS DESIGN: I I o D (EQUATION 16-8) 12 12 , «_ N co',>: 51MP50N 5TRON6-TIE D + L (EQUATION 16-9) _ _ _ (3) 2Xa PT GIRDER _ _ _ It I I q 100"H. W � N 5 z_ MT5 5TRAPPIN6(LEN6TH5 VARY) ( ) I I ( Q M CONTINUOUS SFEATHING To D + S EQUATION 16-10 , -I No "R" I O U W m � WALL D + .6W (EQUATION 16-12) �Q I ` o �, � 4:2 HR SEPERATION U M - TOP of TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I �� I I ❑ Sy WALL PER UL#336 _ N M D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD, W = N� 5EE DETAIL I/FW-2 NII I ISI w cv HEEL HEIGHT VARIES-5EE TRU55 DRAWINGS FOR ! ACTUAL ISL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I 4 o I IN a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 - - - - - - - - - - - - - - - - - - �� i 11'-0" PL HT. - ,x OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND II'-O" PL HT. I� �❑-II I I-- SPEED 101 MPH BASIC DESIGN WIND SPEED IN + 12" HEEL HT. 11' PL PL HT. 2 I'-o" _ _ - - - - - - - EXPOSURE 12 EXPOSURE CATEGORY B. ) I I ) + 12" HEEL HT. 2-1 ALIGN FASGIA5 VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE ( LI BAS FRAME FOLLOWING N "R" FOLLOWING DESIGN LOADS: I 1 OR / //. — ( _ \ TCLL 20 PSF PLUS UNBALANCED SNOW LOADING, WIND " I y j �� — — _ _ _ROOF 1RUS5 GIRDER _ _ _ _ ROOF TRU GIRDER _ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I NOT: _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 ( HATGHED AREA INDICATE-5 I /j/// GUT�R ADDITIONAL 25PLFFT DLD ON AREAS IOF PT US ESOTH T ARE IVIDE I t KALL SHEATHGA'nON Of- IIN6 RATEDRE FROMF 2 I 12 '2 I // / " - NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I q(— q I I'-0" — — — / O b FASCIA BD B I—4 I 10 a OVERHANG WIDT 1 OH. /// / / 12 12 U TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD ° .+rq r q DEFLECTION OF THE LESSER OF L/360 OR .75". - - _ - ___ - _ - - q'-0"PL HT j/j//j I O LL 3 +a"HEEL HT. // // / TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I I 81-4 // GS O Ln VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR 1'-0" I ///// I ( S z v J rn TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL OH. / INCLUDE THE FOLLOWING INFORMATION: II -- _ _ - - - - ——- — - �/T j/ /j L I� ❑ // /// /// / Y GEIL. INT.BEARING (� 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. / , // 2. LOCATION OF ALL JOINTS. II'-0"PL HT BELOW I I „ 3. REQUIRED BEARING WIDTHS. _-I -I OVERLA TRUSSES // /// H%/ b E"� LEADER TO DRYWELL- TYI9 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. f /// / // // I I ( OH. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. OH. 4.4. BOTTOM CHORD DEAD LOAD. C 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. • 4.6. CONTROLLING WIND LOADS. I I //4 — FLU5H ROOF5 F- w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I L - I / / 2' /i I U DETAIL DESIGN VALUES FOR CONDITIONS OF USE. L - L _j IN-.BEARING ; /% 6. EACH REACTION FORCE AND DIRECTION. FLUSH ROOFS WALL BELOW / — — 12 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, I q �// // // W NOT TO SCALE B2 -4 ZTHICKNESS OR GAGE) AND THE DIMENSIONED LOCATION B II T '/jj%/jj j%/�� ❑ O OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY F -I LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 ( 1 „ „ ( I� 1 // // // // I I 7 - GA MIN THICKNESS GRADE A GALVANIZED STEEL INSTALL HALF ®EACH PLATES. II'-O" PL HT. ( I I , r- / II I- -� / I I RIDGES TO66 u 1 IL_ __JI r / / // // ALIGN / �"'� END OF 5TRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH + 12 HEEL HT. v II I / // / / / — — I H o e MEMBER. 12 / / TRU RI06E W/VENT IQ- 9. CONNECTION REQUIREMENTS FOR TRUSS TO II q(—' I I a III �� I I (_ _ - I- - - /j//,L/ j, ;�,� — 12 U) o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD I I JI I I I� - -- - - - / / / — I —I q F- [ ) SPLICES. ALIGN II g I I IZ V 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. FASCIAS °C I 1- /�j�////( // / '�1 " -o �I / // / II-0PL HT. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS — ° MEMBERS. II'-0" PL HT. 11 I I I 19 I I /jl/ //j �// //j/ V ° ° ,� � , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING L J -- I I - - ^ // /j/� / ///j/� p + 12 HEEL HT. (II -� / // p ° ° -re n� LOCATIONS. _ ( � I / I // %j/�% o 10" °Q° * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ( I I I /�!� / / //i ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND _ ( L - /� /1 /// / `� (3) 2X6 P05T fill OH. 5nAP5oN 5rrr rE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD / / / / MT5 51RAPPIN6 / TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS I I-� ALIGN RID6E5 - 14-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY 5'-b" I — (roTAU H I �i' N - _ TRU55 RID6E W/VENT' / %/ // A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF O .NEW YORK. Q ,/ / L11111 jROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, a 1 12 II I // . ��- _ — — I N w r ti co u5E IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND Iq II ° ( I I I I // // //7- — — — — — — r- I _ a N N N M N ,q I \Q I I - - - —I I N N ri .- RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. , WHEN 5TUD5 AND'RAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH o I �� I _ ROOF TRu55 GIRDER _ I - -_ I - _ - - m J L� THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I I N r - - - - - — -L - - - - ,�7/ //// // f 12 DO NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING I-o - I I /� / / // 'n B2 -4 OR — L — — — — — — — tel_ —IJ /,,/;; F_ ASSEMBLY TO INSURE TIGHT FITTING JOINTS. _� "_` - - * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER I F �� [c - - - - F �Q r - - - 1 ;/ / / / // + I — I ( .////// / /////// `, fi� I bxb P.T.POST WIT V) ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I I i I I U , I , I i ///////� ////// I 51MP50N BG52-3/b Z z �� I - - - I N_ /// //// /// // _ _ TRU%6IRDER _ R09FTWU55-61RDERJ P05T GAP ANGHOR d g THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I _ _ _ _ _ _ METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR n I ( I I I I `- '//%//%/ % — - — — 51MP50N ABUbb P05T z a a III I I I I I4k I I ///// / // //� —_ �� T BASE -ALL z z z O z z co N � SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _ _ _ _ I H / / / I I - I 0 0 0 o o I- w DESIGNED AND INSTALLED TO PREVENT ROTATION AND II-0 PL II (III I ILII ( ' / .///j / // J ° COLUMNS) vi �n � a.. g in + 12" HEELHT. I i s 5 w s N D PROVIDE LATERAL STABILITY IN ACCORDANCE WITH LI n I I I /// // // ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA , I I II II 1 // /// / ///� I I I IO" w 06 05 v 51DEWALL ABOVE BUILDING COMPONENT SAFELY INFORMATION BCSI GUIDE I() I L _ _ LOWER ROOF — ( ) I I- - - I I I j/ // / / TO GOOD PRACTICE FOR HANDLING, INSTALLING & III I II II I I ( /// / // /// , I I N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS n 11 I I NO "R" 1 I No "R" ' j//jj/ / J 04 04 I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN — — II 0 PL HT. NOTE: INTER5EGTIN6 ROOFS I I 2 HR FIREWALL BELOW ROOF - II i) b" / ./ /// /////// Z G ON TRUSS DRAWINGS. _ _ _ I // //,/I // ° N WEAVE ROOF 5HIN6LE5 AT I I I I CARRY TO UNDER5I0E OF * II 1 2 8 oH. /// /Y -61 " / -- F TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, F ,� ( I CHI I I I / /// ;{ // � � 'yGo \ � INTER5EGTION OVER ICE SHIELD I I HIGHE5T ROOF SHEATHING - ( /// / `y TYP, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I ( � ) o ) I I , I I e" 1 '//j/ /j/% �? " NOTE "R" I o= ~ MEMBRANE - GARRY MEMBRANE 141N. 24' I WITHOUT THE APPROVAL OF A REGISTERED DESIGN I ° I 12 12 OH. I 12 12 //// // // 20-3 HIP PL HT I -' ° g w OUT IN ALL OIREGTION5 OF I I ( 1 - - -'= I - I I I I / /� / - - - - - - - - - - - _ (� PROFESSIONAL. I- _ _ _ _ _ [�-_ I 121 112 I X12 // /// 4 - - --- - = ca I'_o" 82-5 � - - - - - � I II II I � �/ // // / - - - - INTERSECTION L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS S // / I CH. �- I I I s II I I I I / / / - o Z AND METHODS OF ERECTING THE TRUSSES. THE I �- I I I I I // /// /// // `° C) -j ;y 1 W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY �C III I I I I I j///j/ I ///j///i Q o12444 DH IN z Ll w w w,� i I w-1 BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE b" i I " „ /� / / / / �END W w o �. I b-II' i 3-8 5-0 3-8 / / /,// // lo'-0"HIP WIDTH `� w ~ W -4 I I INSTILLATION OF THE TRUSSES. II Ho "R" /j// ,'n- -q PL HT p = a �Jl IL i 1 I I I I I I ( I /// / %/ /% // I 12 12 0 v o I ROOF TRU55 ( I , ///j/� /// // " F 1 I I I I II 11 —NL I —�L /,//// i�j//;/, I +/- 11 f +/- 11 I Q q Lu HIP RAFTER, I I zt SIMP50GORNER TIE 5EE PLAN I / j O= I vj� SSy I 1'_0" ❑ 1 I I I L L _ _ ! .� /1;� ///j j// o N HOP HIP I I'-O" PL HT. v�-� Go OH. 51DEWALL ABOVE LOWER `. / I I ROOF TRU% // `� No \-� w u ROOF I I I 61RDER5 UNDER � ✓ //// I a" '-o° 4 F 0 DORMER WALLS / // FRAME OH. Uj� < O m -�- 10'-0" PL HT. o I // q-O PL HT. ° I 1 + 12" HEEL HT. I 1 10'-0" PL HT. / // OH. J IIF_ I1 II'-0" PL HIT. GI �rc7 _ a I I I I ALIGN + 12" HEEL HT. _ = C7 GLEN Fz eF �� ,w 12 12 1 FA5GIA5 I A , „ �=off OH �_ w 2'-0" cl I I I 2'-0" A 11'-0' PL HT. fi OH. I I I OH. B-5 B2-5 o o �I } I TRU55 RIDGE W/VENT 10'-0" PL HT. Ck.2 HR 5EPERATION r �, ` ,T I �� L _ - - - - - ___ - J I + 12" HEEL HT. I WALL PER UL#336 LIJ Y�R� ROOF WEAVE DETAIL �( 4 _- _ - SEE DETAIL I/FW-2 UNIT 7 5 c 3 _ o UNIT 76 ( 15 ' PORCH) TOP PLATI_ I I- Q AREA OF ONE ROOF NOT TO SCALE MODEL B- 1 (INKBERRY) B-2 (MAGNOLIA)DETAIL - GONNEGTIOI�1 - BUILT OVER ANOTHER B24 B24 :_................................ ............. JOB NUMBER GUTTER5 I LEADER5 IN5TALL IGE AND NOTE R: 2016023 ALL GUTTERS $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 76 UNIT 7 5 DUET CLUSTER SHEET NUMBER MIN. GAUGE, GUTTER5 SHALL BE 5" SEAMLE55, O.G. 5TYLE W/ ALL WATER SHIELD PER PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12" MIN. HEEL a • MANUFAGTURE 5 ROOF PLAN RELATED 4 REQUIRED AGGE55ORIE5. LEADER5 SHALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 ® 24" O.G. HEI6HT5 (U.O.N.) ® 24" O.G. :: " :: SPEGIFIGATIONS TO DE5IGNED BY TRU55 ENGINEER DE516NED BY TRU55 1/4"=1'-0" (MODEL B- 1 15 ) (MODEL B- 2 ) ROOF PLAN Z 2 x3 , .027 GAUGE W/ CLIPS � ANCHORS. CAULK � SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER al JOINTS. PITGH GUTTER5 MIN. I/5"/FT. PROVIDE P.V.G. REGEPTOR5 (D 'L B2 � 4 S" 55 ABOVE GRADE TO REGEIVE LEADER5 (GL05ED GAP DE5I6N). WARRANTY ENGINEER w p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I • DESIGN �� ®v �� GORE SECTION 106.6-EXCEPTION 4: 48" MIN 48"MIN � FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 Z Q� SHEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXCEPTION 4: 5EGURE ROOF SHEATHING TO G-RUNNER TRAGK W CC '' 2"G-RUNNER TRAGK2"-CAULK FOR WALL RATING - 2 HR. I5 INSTALLED FOR A P15TANGE OF FIREWALLS MAY TERMINATE AT THE OPTION#I E 4'-0"ON BOTH 51DE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED SMOKE TIGHT JOINT OVER q FINISH RATING - 120 MIN. SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLA5HIN6OPTION#2 p •�� 1 STC RATING - 61 (SEF ITEM 7) 48 48 PROTECTED WITH 5/8 TYPE X SECURE WALL SHEATHING TO 0 r ' V GYPSUM BOARD DIRECTLY BENEATH TYPIGAL ROOFING ZZ ^ 3 THE UNDERSIDE OF ROOF SHEATHING G-RUNNER TRACK fu XATTAAND 15 SUPPORTED BY 2"LEDGERS ��TRUSS � o � � Xx 1 CHED TO THE SIDES OF ROOF U 4__j ,:3 C FRAMING FOR A MINIMUM OF RAKE BOARD_n,P •1--I U N 015TANGE OF 4'-0"ON 130TH 51DE5 C,4 G U K FOR 5MOKE TI H TYPIGAL 51DING --- u,•- ' OPTION #2 OF FIREWALL.ALLOW NO OPENINGS IN _ �, c,Z _ 2 H S D C F_ m ROOF WITHIN 4-0 OF FIREWALL Tx T---- - --Tx Z U cd� �♦ rr. ''"� J I T OVER EACH 51DE.MINIMUM GLA55 B ROOF L J L Q a M �•1;,:r, ....................,.,,,,.,,. r...........,.,....,.;�,.., _-...-.--- ' ROOF ®24"O.G. 5HINGLE TO BE IN5TALLED HIDDEN METAL FLASHING: w m 1:.�,-.-.,.».r» `-'t� 2 TUDS CONTINUED TO IDE " " = � N co ROOF SHEATHING 12 VERTICALLY 12 HORIZONTALLY ❑ �� OPTION#{ 2X4 LEDGERS W/ U M M I AI 5PAGE EA. 510 OPT.#2(TYPE !n r'• � _ �. � a :- •.,�..,.... ....-.r,,'�,`---.......... .�;:��_r'f^`:..---_• .......,...._ °_�.._.. __ OPTION#2 2x2 x2 LONG a .063 USG ALUMINUM FNYYY" ASR SFIAC�: � , � FOR LB5M N IN5TALL48"OUT LO ROOF 15 BREAKAWAY CLIPS .............. , 4 ^• OYP. BD. OR MINERAL " BELOH WOOL FIRE BLOGKI TYPIGATMI ROOFING HIGHER ROOF 5HEATHIN6 0 TRU CONFIGURATION A 3 I/2,. (R-I3) j5ATT ASW CLIPS OR O(3 USCF - � - 063 usG ALUMINUM F: i�t1� �:1 TO 't : �� ?t , >�t: k i'.�4 '>C� t `, ..i.. ; >t_{�N3_�' ALUM ANGLE CLIPS x'r-----------�X - ----------- BREAKAWAY GLIP5 _p , . ....___.___ .._.. 1�� AIR 5PAGEJI DOUBLE H-STUD TRACK I'AIR 5PAGE ~ : • 1 � I"AIR 5PAGE ;��jr} ;2 ; S ) �4 1 .`; k SCREWED BAGK TO BAGK " ' (2)PIECES 6.P.T TER FII ARD I/2 GYP.BD DOUBLE H-STUD TRACK SCREWED ARDS B R6 " wwww as �_ w a.w _wwwww ' _ `,r ._�,_wwwwwww.' BAGK TO BAGK FILL I" CAVITY AT FLOORS AND r�„:r „..__............ ..._....... _ :. o +r CEILING W/GYP. BOARD OR MINERAL SIDES AND EDGES FINISH ON BOTH Z ww w..wwwwwwww i WOOL FIRE BLOCKING 0U wwwww wwww :! Z ,1 3�-�;;�-�:.,� {' �,• I" AIR 5PAGE .._ :::.... Y .. :::,.::: _.......... .....V Y,.r ::::::."�.....:...:_ - (2) PIECES G.P. ToU5HROCK 1" 2" H-51UD TRACK ILL .. ......... ..:... F .._ _......._..__..,..... _ FIREGUARD TYPE "X" 5HAFTLINER, } . p". A, e....._ l'�. ...... r. ......_. _ti ._...«....„. . ;s.. :.�___ .^`` :y....__......_. .` WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE C� • `; +. `�'4':-�:�) ;;': 1 FIBERGLA55 FIN15H ON BOTH SIDES Z �a .. ..._ .... :::.....^.M , I AND ED6E5 FIRST FLOOR ❑ _....._ ...... 1i�'F„AIR S ACT. ' ` r k,! �r , " - `� �+C�i � �; `• SUBFLOOR-GLUED +E �:,;;-� •�;�"' RIM J015T PER FLR J015T MANUF. OPTION#1 SCREWED - RUN �;:;: `Y.'°��- CONTIN0005 BETWEEN CODE SECTION 706.6-EXCEPTION 4: - J015T5 PER PLAN FILL I"GAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 FIREWALL MAY TERMINATE AT CONFIGURATION B PLATES AT EXTERIOR Yi4� ''y UNDER51DE ROOF 5HEATHIN6 IF FIRE :=>�-. GYP.BOARD OR MINERAL WOOL FIRE WALL = ; . (2) 2x4 P.T. 51LL PLATE BLOGKING .063 U56 ALUMINUM RETARDANT TREATED 5HEATHIN6 15 ><. -1XPOSED S ['• R 'Rt(:) 1 EFTHER NIDE: ti v BREAKAWAY CLIPS IN5TALLED FOR A 015TANGE OF 4'-0" O w "^ :i;q," -........„..„....._....... .......„1.4`"M•,. 'M.^ ......._.... ,�'�" (R-13)CLOSED CELL SPRAY FOAM INSUL �� ON BOTH SIDES OF FIREWALL �, � C_7 7 ANCHOR BOLTS (14 LONG+ w ^ SIR SPA(T ..,..r...,_ -- CES SP'�C:E r€ ° • 3 HOOK 8 MIN EMBEDMENT) OR # ;�• AIR SPACE ALONG INSIDE FADE OF HND.WALLS-FULL HT 'i = " " t I 1 { I SPA OR DRAPED BLANKET IN5U..ATION :'". ° t ... � OPTION 2 Q : Lam' a' t. > ADHESIVE ANCHORS W/3"X3"X�4° CODE 5EGTION 106b-EXCEPTION 4: _ �.;_..;..`. WASHER PL 24 / ..€.. .. , t ;��+; Yi:r,, FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF m ,/ 1 (I)#4 HORIZ.REBAR ° . a N NONRATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH T �, �. 5/8"TYPE "X"6YP5UM BOARD DIRECTLY BENEATH THE UVER51DE i'il I;`ti%. (1)#4 HORIZ.REBAR® MID n= BASEMENT 2 HR FIREWALL S EPERATION DETAIL �( OF ROOF 5HEATHIN6 AND 15 5UPPORTED BY 2'LEDGER5 O : \• `"° �" ..._ //f�+ ' j t `�` 1,�..�:�''' HEIGHT OF WALL STORY :. a -X ATTACHED TO THE SIDE5 OF ROOF FRAMING FOR A MINIMUM OF r ' ' ; •'t/> ! � a';_ r: ° DISTANCE OF 4'-0"ON BOTH 51DE5 OF FIREWALL.ALLOW NO N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 OPENINGS IN ROOF WITHIN 4'-0"OF FIREWALL EACH SIDE.MINIMUM ) { '�^�''`` ' `� •''� � "'`~ ' ''�' � 12" FOUNDATION WALL ON 24"x12" \� TYPICAL BASEMENT 51LAB GLA55 B ROOF 5HIN6LE TO BE IN5TALJ_ED. P.G.FOOTING #4" G.SLAB(MIN.2500 PSI 5TG RATING, co `'+.. ,-+•,� /} ,^,' ,,�,. '•' 4,. { r," mss•., I _-1,`' '.:,,` �..z.• ° J . • ,': I ! ^ �oob MIL POLYETfE1 ENE USG BROCHURE SAI00 (FIRE RESISTANT% OPTION#I Q c:7 VAPOR BARRIER �, { I/' i r`1'I { ti _."„I t`;,'i �:�� i ��;,• ; ! ° -"•` TAMP d FILL T0195SK DENSITY A55EMBLIE5) GODE SECTION 106.6-EXCEPTION 4: r, .1 '� , • r ', t'/Y �'fi ; ( ' -;g -,•�„'�� t, �',�';'" �', ±'!�+•%f _t : d .° ° e Q PAGE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 U 5HEATHIN6 IF FIRE RETARDANT TREATED Z SHEATHING 15 INSTALLED FOR A DISTANCE OF I 106.6-EXCEPTION 4: SYSTEMS) CODE SECTION 10.6..6-EXG ..._,�. .• _ ��, �./:, Y ,, .,, �,,�r;:' ° a ° TE5T#UL DE5 U541 4-0ON BOTH 51PB OF FIREWALL FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF NOR-RATED a 4 ACOUSTICAL PERFORMANCE = 5TG 60 a u SHEATHING PROVIDED THE ROOF 15 U ° TEST#RAL L PERFORMANCE 48 48 PROTEGTED WITH 5/8 TYPE X O HORIZONTAL #4 °. GYPSUM BOARD DIRECTLY BENEATH 0 ° o ° BASED ON 2x4 FRAME WITH MIN. 3° THE UNDER51PE OF ROOF SHEATHING MINERAL WOOL BATT AT EACH SIDE AND 15 5U'PORTED BY 2"LE06ER5 d SECTION 12012 OF 2015 IBC-HALL5, ATTACHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILIN6 FRAMING FOR A MINIMUM OF A55EMBLIE5 5EPARATIN6 DWELLING 2' H STUD TRACK AN 015TANGE OF 4'-0"ON BOTH 51DE5 I. Floor, Intermediate or Top ball -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 galy steel, secured with suitable 2 HR FIREWALL SEPERATION DETAIL I UNIT5 FROM EACH OTHER OR FROM G U K FOR SMOKE TI&H OPTION #2 OF FIREWALL.AVOW No OPENIN55 IN fasteners spaced 24 in. OG. Fye PUBLIC OR 5ERVIGE AREAS SHALL HAVE J I T OPER ROOF WITHIN 4-0OF FIREWALL p �� - N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. EAGH 510E.MINIMUM CLA55 B ROOF 2. Metal Studs -- Steel members formed from No. 25 M56 gale steel having H Shaped flanged spaced 24 in. OG; overall depth 21n. and 2 TUD5 CONTINUED To u IDE ROOF 55E5 0 24"O.G. SHINGLE TO BE IN5TALLED flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336' OF SHEATHING 11{ r Cq Cq co g , PROVIDED 5TG=60 M o 5. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #F-AL-TL-88-350; STC = 60 I" AI 5PAGE EA. 51D o r N N ri C4 1-1 into "H" -shaped studs. G6G UNG -- Type 5LX. TYPICAL FRAME WALLS K III UNITED 5TATE5 6YP5UM GO -- Type 5LX UNRATED FIREGu PIERD TYPE `�GFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW HATER PROOF BOARD5 W/ WOOL FIRE BLOGKI m FIBERGLA55 FIN15H ON BOTH 51DE5 g g PROTECTED WALL: (Bearing or, Nonbearing Wali) co AND EDGES ASW CLIPS OR D(3 USCF 10 „ ALUM ANGLE CLIPS 0 0 o F o Q Z J 2?��VV 2 HOUR FIRE SEPERATION I AIR SPACE ¢ g 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs Gross braced at mid-height where necessary for clip attachment. Min 3/4 in. HALL SHowN HArGHED DOUBLE H-STUD TRACK W W J a N 3 separation between wood framing and fire separation wall. SCREWED BAGK To BACK W '106.5 WRIZONITAL CONTINUITY. 4A. Steel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Gorro5lon protected steel 5tud5, min No. 20 M56 � FIRE WALLS 5FIALL BE CONTINUOUS FROM DOUBLE H-STUD TRACK 5CREWED FILL I" CAVITY AT FLOOR5 AND o w EXTERIOR WALL To EXTERIOR WALL BAGK TO BAGK (0.03261 in., min bare metal thickne55) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thick) GEILIN6 w/GYP.BOARD OR MINERAL primed steel, cold formed, shall be designed in accordance with the current edition of the 5pecifiCation for the Design of Gold-Formed Steel I" AIR 5PAGE WOOL FIRE BLOGKIN6 V Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including UNRATED 2" H-STUD TRACK 5TG RA�TINC the axial design load of the St�Jds Shall be as specified the Steel stud de5i ner and/or producer, and shall meet the requirements of all WIND°W (2) PIECES G.P. TouGHROGK I" g p by g p USG BROCHURE 5AI00(FIRE RESISTANT CODE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPE X SHAFTLINER, ' ' 2x4 P.T. SILL PLATE Z applicable local code agencie:�. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling UN5PRINKLERED BUILDINGS: WATER PROOF BOARD5 W/ ASSEMBLIES) Z tracks with 1/2 in. long Type 5-112 steel 5CreH5 on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLA55 FIN15H ON 80TH SIDES 6ARA6E PAGE 22 (AREA SEPARATION WALL W 0 A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) steel or min SHEATHING To EXTEND 4'-0" ON CODE 5ECTION"106.5 EXCEPTION #3 AND ED6E5 UNEXGAVATED TYPICAL 5Y5TEM5) ri No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound Structural connection between BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/NEPA 13 OR GARAGE SLAB TEST#UL DE5 U347 O w m OFFSET WALL NFPA 13R 5PRINKLER: *4"P.G.SLAB(MIN.3500 P51 GONG) W W steel 5tud5, and to adjacent o�55emblie5 such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING ° REINFORCED WITH bxb,10/10 W.H.M. AGOU5TIGAL PERFORMANCE = 5TG 60 > Q Y fasteners spaced not greater than 24 in. O.G. 5tud5 Gro55-braced with stud framing at midheR ht where neces5ar for clip attachment. Min I l al ; 1Z *TAMP t FILL TO 15%DENSITY TE5T#RAL-TL-88-350 w W p 9 g 9 y p 4 0 MIN. 4-0 MIN. AT FIREWALL END 8 WIDE x FULL (1) #4 HORIZ.REBAR ° SLOPE GARAGE SLAB DOWN 2' BASED ON 2x4 FRAME WITH MIN. 3" 0 X o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. HEIGHT of FIREWALL TOWARDS 6ARME POOR Z 46 Steel Studs -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating Channel MINERAL WOOL BATT AT EACH 510E g y g g - ° 5EGTION 12072 OF 2015 IBC- HAi_L5, CD 4 shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 4 • CJI PARTITIONS AND FLOOR/GEILING o in. OG. Studs to be cut 3/8 to :3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 FK2 ASSEMBLIES SEPARATING DWELLING UNITS corrosion-protected steel, min width to accommodate stud size, with min I In. long legs, attached to floor and ceiling with fasteners 24 in. OG N.T.S. OFF-SET EXTERIOR WALLS FROM EACH OTHER OR FROM PUBLIC,OR ❑ max. Studs Gross-braced with Eitud framin at midhei ht where nece55ar for clip attachment. Min 3/4 in. separation between steel framing and a ° : OR AREAS SHALL HAVE A 5TG OF 50 (� 9 9 y p p 9 OR MORE. _ area separation wall. Finish raising has not been evaluated for Steel 5tud5. 2 HOUR FIRE SEPERATION (I)#4 HORIZ.REBAR® MID a ° • � F--� � 5. 6 sum Board -- GIa551fied or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontal) or vertically. 6 sum board attached to TYPIGAL FRAME HAL ° . PROVIDED STC,=60 yp Pp y y yP WIALL 5HOWN HATCHED HEIGHT OF WALL STORY a a } studs with 1-1/4 in. long steel drywall nails spaced 5 in. OG. Vertical joints located over studs. (Optional) Joint!5 covered with paper tape and L m ANCHOR BOLTS(I4 Z LONG + 3 HOOK,8 MIN ui joint compound. Nail heads covered with joint compound. a .. EMBEDMENT) OR ADHESIVE Z Q 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les Clips secured with Type, 5 screws 3/S in. Ion to ° ANCHORS W/3"X3"X�4" NOTE: UL #336 EXCEEDS CURRENT FIRE CODE c� o mac; ITER, W p g g p yp g UNIT UN I1 T 12 FOUNDATION WALL ON 24 x12 WASHER PL ® 24" 0/G. 5TANDARD5 AND REDUCES SOUND TRAN5FER v) �N. a "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS W FR� ��........ 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS ° .a _. . . s 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area - a y below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. _ `� ° CI� - A (� fi� 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as described In Item 6A for upper 24 ft. Space clips as 0 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically a ° �y44, pC�� between wood framing and "H" studs. 8" UNRATED SIDING (TYP) ❑ �� 1. Non-BearingWall Partition Intersection -- (Optional) Two nominal 2 b 4 in. stud or nominal 2 6 in. stud nailed together with two Sin. Ion HORIZONTAL #4 ° UNITS 7 5 p y � 9 g 4-0 MIN. 4-0MIN. ° ° NUMBER............................ ... IOd nails spaced a max. I6 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails Spaced a max 16 ° ° in. OG. vertically. Intersection between partition wood studs to be f lush with the 2 b 4 in. studs. The wal I partition wood studs are to be CODE SECTION 106.5 EXCEPTION #3 a ° p y p BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 706.5 EXCEPTION #2 (MODEL B- 2 ) & 016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END V WIDE x UNSPRINKLERED BUILDINGS: partition intersection per stud �ovit . Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT of FIREWAI..L FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" r p p y g p p q p ON BOTH SIDES OF FIREWALL 2 HR FIREWALL SEPERATION DETAIL @GARAGE s Q SHEET NUMBER *Bearin the UL Glas5ification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 76 (MODEL B- 1 g 2 HR FIREWALL SEPERATION DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336' Last Updated on 2010-10-27 15 ) Q- 'FW� 2 N.T.S. AT FLUSH CONDITION F12 TEST#RAL-TL-88-350; STC = 60 ! w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED