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HomeMy WebLinkAbout47350-Z ¢� S�ffO(CGS Town of Southold 1/12/2023 P.O.Box 1179 o _ F. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43752 Date: 1/12/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 710 Grandview Dr., Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-3.34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/17/2015 pursuant to which Building Permit No. 47350 dated 1/18/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with carport and deck above as applied for. The certificate is issued to Jacquet,Philippe of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0016 11/16/2022 ELECTRICAL CERTIFICATE NO. 40100/47350 11/23/15 & 7/29/22 PLUMBERS CERTIFICATION DATED 8/23/2022 P t e Jacque th iz ignature ��O��g�FfO(p co TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • � �s SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47350 Date: 1/18/2022 Permission is hereby granted to: Jacquet, Philippe PO BOX 142 Orient, NY 11957 To: Construction of a new single family dwelling per SCHD approval as applied for. Replaces BP#43603. At premises located at: 710 Grandview Dr., Orient SCTM #473889 Sec/Block/Lot# 14.-2-3.34 Pursuant to application dated 1/18/2022 and approved by the Building Inspector. To expire on 7/20/2023. Fees: PERMIT RENEWAL $852.80 Total: $852.80 Building Inspector r, suFFei TOWN OF SOUTHOLD BUILDING DEPARTMENT. 4 TOWN CLERK'S OFFICE o • p SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46640 Date: 7/29/2021 Permission is hereby granted to: Jacquet, Philip e PO BOX 142 Orient, NY 11957 To: construct garage addition existing single-family dwelling as applied for. At premises located at: 710 Grandview Dr., Orient SCTM #473889 Sec/Block/Lot# 14.-2-3.34 Pursuant to application dated 7/22/2021 and approved by the Building Inspector. To expire on 1128/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $320.40 CO-ADDITION TO DWELLING $50.00 Total: $370.40 liud- ing' Inspector 1 �5�F TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43603 Date: 4/1/2019 Permission is hereby granted to: Jacquet, Philippe PO BOX 142 Orient, NY 11957 To: Construction of a new single family dwelling per SCHD approval as applied for. Replaces BP#41896 At premises located at: 710 Grandview Dr., Orient SCTM # 473889 Sec/Block/Lot# 14.-2-3.34 Pursuant to application dated 4/1/2019 and approved by the Building Inspector. To expire on 9/30/2020. Fees: PERMIT RENEWAL $827.80 ELECTRIC $225.00 Total: $1,052.80 Building Inspector sU nc TOWN OF SOUTHOLD �coG BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD; NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41896 Date: 8/22/2017 Permission is hereby granted to: Jacquet, Philippe 3513 76th St Apt 31 Jackson Heights, NY 11372 To: Construction of a new single family dwelling per SCHD approval as applied for. Replaces BP#40100. At premises located at: 710 Grandview Dr., Orient SCTM # 473889 Sec/Block/Lot# 14.-2-3.34 Pursuant to application dated 8/22/2017 and approved.by the Building Inspector. To expire on 2/21/2019. Fees: P T R EWAL $827.80 To 1: $827.80 Building Inspector TOWN OF SOUTHOLD sonc� BUILDING DEPARTMENT CA TOWN CLERK'S OFFICE "oy • a�4f SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40100 Date: 9/18/2015 Permission is hereby granted to: Chu, Anne & Jacquet, Philippe 3513 76th St Apt 31 Jackson Heights, NY 11372 To: construction of a new single family dwelling per SCHD approval as applied for. At premises located at: 710 Grandview Dr SCTM # 473889 Sec/Block/Lot#-14.-2-3.34 Pursuant to application dated 8/17/2015 and approved by the Building Inspector. To expire on 3/19/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,655.60 CO -NEW DWELLING $50.00 tat- $1,7003"60. a Building Inspector pF SO!/j�Ql . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviina-town.southold.ny.us Southold,NY 11971-0959 QIyCOUffm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Philippe Jacquet Address: 710 Grandview Dr city:Orient st: NY zip: 11957 Building Permit#: 47350 Section: 14 Block: 2 Lot: 3.34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 60 Ceiling Fixtures 6 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 17 Wall Fixtures 7 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 1 Recessed Fixtures 51 CO Detectors Sub Panel 100A A/C Blower Range Recpt 50A Ceiling Fan 2 Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 41 4'LED 5 Exit Fixtures 11 Pump Other Equipment: Fridge, DW, Oven, W/D, Welding Outlet, 200A Panel 42 Circuit/25 Used Notes: "AS BUILT NO VISUAL DEFECTS" Two Story House Inspector Signature: -,�=. Date: July 29, 2022 S.Devlin-Cert Electrical Compliance Form pF SO�jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 c io roger.riche rt(a-town.southoId.ny.us �` OOUfVT`l,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jacquet Address: 710 Grandview Drive City: Orient St: New York Zip: 11957 Building Permit#: 40100 Section: 14 Block: 2 Lot: 3.34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Pro Electric License No: 33703-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 3-20A Switches Twist Lock Exit Fixtures TVSS Other Equipment: "VACANT LAND, 200A Underground Service Only" Notes: Inspector Signature: Date: November 23, 2015 Electrical 81 Compliance Form.xls o��;pF SOUfyo' ; Town hall Annex Telephone(631)765-1802 54375 Main Road : ` Fax(631)765-9502 P.O.Box 1179 .• �. Southold,NY 11971-0959 `' BUILDING DEPARTMENT AU S TOWN OF SOUTHOLD7OWi eU/ ? ,v CERT-IFICAT-LO-N )ate,: Building Permit No. 4-7 2) S Owner: ?+I I L.1 Pio�F— - ACSJ U 1;-j (Please print) Plumber.: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ... lumbers ignature) Sworn to before me this day of 2Q CONNIE D.BUNCH Notary Public,State of New York Ir No.01 BU6185050 rv'D Qualified in Suffolk County Commission Expires.April 14,2 .�y Notary Public, iy rjf s 0 coum TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION I FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE — INSPECTOR ®� pP SOpl�o • o cDOMY,� � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION.2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:.., G 040 DATE Z INSPE CTOR - �� OF SOUlyolo co TOWN OHOLD B DING. DEPT. 765-1802 IFS ; - ON [ ] UNDATION IST [ ] ROUGH PLUMBING [r ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &4,4���-J'p 6 DTE � `�' A INSPECTOR qlVp OF SOU �°tea ly��o cout l,N TOWN OF SO.UTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS: �110 r DATE IINSPECTO �0��0 Tyolo cOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: frftnI4 Sfywolm DATE L l '� INSPECTOR '* `" qq7(poq,2 SOF SOUIy * TOWN OF SOUTHOLD BUILDING DEPT. `ycouHnN�'' 765-1802 INSPEC ION- ] .FOUNDATION 1ST ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONp [ ] CAULKING L44.REMARKS: i vm 1 - t tC75 C, C I tvins . 1 DATE INSPECTOR o'� �O��OP 50Ulyolo * TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPEC 1 [ ] FOUNDATION 1ST [ GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE 14() 9,73-15- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION.. FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND" INSULATION/CAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) L/�%D CODE VIOLATION PRE C/O REMARKS: DATE st INSPECTOR pp, ,r DE SOUI,jolo # * TOWN OF SOUTHOLD BUILDING DEPT. Courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ IFINAL JV > [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( L ov � . V" &&A- Nme Coy(!% m. - - . sl* - -vof l DATE INSPECTOR)Q�y p— aq SO(/lt�O X173 o -7io # f TOWN OF SOUTHOLD BUILDING DEPT. IouMv,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�p] ELECTRICAL (FINAL) [ ] CODE VIOLATION `, [ ] PRE C/O [ ] RENTAL REMARKS: As -Suil.-r . 6 r t07 ef ,�Avlv&L— /Jo.-O' ('ao Lls� be mzl � v cwi I 1 r — & otme ymzike I stn1 �57f/ -,�40 Wer /'a ,55 r ��' �r a `✓ l <4 int, G PaL1_S' 'e- xg 6 0 Qn J-PAA `f ILI -lL s 0 Ar _ $r4Cjar- IA /0 °vj C DATE - 2 INSPECTOR OF 50UTyO -7 l O �� G W Voo- 47-55e) 'x` * TOWN OF SOUTHOLD BUILDING DEPT. °`ycou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: -- y/�T 7t! & X= r&Y DATE 7 2-1 /22- INSPECTOR , 4"� O ,`o50" � # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/C ING [ ] FRAMING /STRAPPING [ FINAL Vjt> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q, qvrA C�g6el�/ (44 Wl • � ,-IV DATE INSPECTOR LA. ttii•. r ! i r 'r• tet. 4`•'. ��`��."`+�4±� 1 � Z j:� `^ f;,, �:. �`"� � �.. y. may:. �^, y�• 5 i��ti i,�.� ��'`�`•4..j�r�' �4��.y��q k. csK'. !'`' 1e�. �t ••tea ` .. .N• d is �• _ �. .� W. M. r „ � r r f . 7•� • 1. ij� 3�, r n , 44- IV, 4 . `",•fie � i. �� I' � _�«S ., +��., M i .� , . _ {' �•� S �: �� moi.! h�'w } � .� • , •.ria •� •�► ' '. �-�J�E r �4+� '.) - ,'i[ w M � fir.- .• �¢ .:,!'��_ i�a.. � _ yy •. Y Y - u i G } T tel,• .� ' ` � .t "+ ` 1/ ' �1 .� � P �� �� .1 'j�/ "'s k,'r' �'�s d /�// , �� i r , �`�, If�r`1 ,y �ar��� ri � fiF. 1�t �" .,..�: __ t � _ i.. •��F.. -- y;: - I • • • • I I R* SHIPPER 8223 OWER ;N U1 1 110 O1 1 1 J INSULATING P JACQUET 031022 GLASS. LLC - CE FlC nC CO 03/10/2022 2485 CHARLES CT. BELLMORE,NY 11710 USA Our Truck 04/22/2022 8 516-887-3300/516 887-3323 Fax SOLD TO: SHIP TO: PHILIPPE JACQUET,INC Philippe 646-932-1880 710 GRANDVIEW DR 710 Grandview Drive ORIENT,NY 11957 ORIENT,NY 11957 LINE .QTY ITEM/DESCRIPTION BASE HEIGHT 1 1 PC 1/4"Low-Iron Temp/1/4"Acid Etched LI Temp(#3) 1711 6811 3/4"OA Black Anodized Spacer 2 1 PC 1/4" Low-Iron Temp/1/4"Acid Etched LI Temp(#3) 14 3/8" 6911 3/4"OA Black Anodized Spacer 3 1 PC 1/4"Low-Iron Temp/1/4"Sandblasted Low-Iron Temp 411/2" 62 1/2" 3/4"OA Black.Anodized Spacer ****SANDBLAST GRADIENT**** 4 1 PC 1/4"Low-Iron Temp/1/4" Low-Iron Temp 1911 68 1/4" 3/4"OA Black Anodized Spacer 5 1 PC 3/8"LI Tempered 48 3/8" 93 1/2" **** SEAMED EDGES **** 6 1 PC 3/8"LI Tempered 48 3/8" 943/411 **** SEAMED EDGES**** D ECED ��ill BUILDING Dt:31 TOWN OF SOU111OLD Total Pcs 6 Pc(s) Total SgFt 110.64 SgFt Total Weight 599.48 lbs RECEIVED BY: DATE: 1 Ujvv ="7 inco.1 0! INSULATING P JACQUET 031022 seRrt►tc10DWAM WLZ LASS, LLC 2485 CHARLES CT. RL BELLMORE,NY 11710 USA ATUMS(Qf, -j fTQ001, 516-887-3300/516 887-5323Ta Our Truck 14122/2022 JUL 8 2022 SQ_L1)TO: BUILDAb L)Lt-I. SHIP TO: TOWN OF SOU'PHOLD PHILIPPE JACQUET,INC M[ISC ORIENT POINT,NY 11710 ITEMADWSCRIPTION BASE HEIGHT SOFT, SAJINn, TOTAL 1 1/4"Low-Iron Temp/1/4"Acid Etched Ll Temp(#3) 17" 68" 8.50 287.22 $287.22 NO LOGO 3/4"OA 1/4"BL SP Black Anodized Spacer NO LOGO 2 1 1/4"Low-Iron Temp/1/4"Acid Etched LI Temp(#3) 14 3/8" 6911 7.78 262.81 $262.81 NO LOGO 3/4"OA 1/4"BL SP Black Anodized Spacer NO LOGO 3 '1 4/4"Low-Iron Temp/1/4"Sandblasted Low-Iron Temp 411/2" 621/2" 18.67 1,049.88 $1,049.88 NO LOGO 3/4,,oA. 1/4"BL SP 'Black Anodized Spacer ****SANDBLAST GRADIENT NO LOGO 4 1 1/4"Low-Iron Temp/1/4"Low-Iron Temp 19f, 681/4" 9.72 276.60 $276.60 NO LOGO 3/4"OA 1/4"BL SP Black Anodized Spacer NO LOGO 5 1 3/8"LI Tempered 48 3/8" 931/2" 32.64 765.38 $765.38 NO LOGO ****SEAMED EDGES NO LOGO 6 1 3/8"LI Tempered 48 3/8" 94 3/4" 33.33 781.67 $781.67 NO LOGO ****SEAMED EDGES NO LOGO %mJVV1="' J%m -- V Oft U 01 PUL T T7p.'m('T INGULATINS P JACQUET 031022 2 11CLASS, LLC -1 on, (61twNTED mw ii5!' CR(7�sm'�050) NO (Dmsw-.�' 2485 CE ARLES CT. MISC 03/10/2022 RL BELLMORE,NY 11710 USA 'w NP%1'� R--p 1a'0f Lk Iflnfo 516-887-3300/516 887-3323 Fax Our Truck 04/22/2022 KOJ2.3 SOLD TO: SMP TO: PIRLIPPE JACQUET,INC NHSC ORIENT POINT,NY 11710 ITEM(DESCRIPTION BASE HEIGBT SOFT, s/Upu. TOTAL Total PCs 6 Pc(s) Subtotal $3,423.56 Total SqFt 110.64 SqFt Delivery $150.00 Total Weight 599.48 lbs SALES TAX $308.22 Total $3,881.78 TERMS: COD Vq RECEIVED BY T'SA'PV- OWER2485 Charles Court iN.suumNccuss N Bellmore NY 11710 ! -1 -' L T 516-887-3300 -1- G,--C, C-t INSULATING F 516-887-3323 i GLASS, LLC salesCtowerigllc.com ceanF�canoNcairrca� QUOTE Philippe Jacquet 646-932-1880 spiritofiackman@yahoo.com Prepared By: RL/MB 3/9/2022 3/4"OA Units:1/4" Low Iron Tempered/1/4"AcidEtch Low Iron Tempered Black Aluminum Spacer- No Logo's Line Qft r Width Length SF Unit Total SF Cost Lite Total Cost 1 1 17 68 8.50 8.50 287.22 287.22 2 1 14 3/8 69 7.78 7.78 262.81 262.81 16.28 Total2 ..................................................................................... $550.03 3/4"OA Units:1/4"Low Iron Tempered/1/4"Sandblasted Low Iron Tempered Black Aluminum Spacer-No Logo's Line Qty Width Length SF Unit Total SF Cost Lite Total Cost Sandblast 3 1 411/2 62 1/2 18.67 18.67 1049.88 1049.88 Gradient Total1 ..................................................................................... $1,049.88 3/4"OA Units:1/4"Low Iron Tempered/1/4" Low Iron Tempered Black Aluminum Spacer-No Logo's Line Qty Width Length SF Unit Total SF Cost Lite Total Cost 4 1 19 68 1/4 9.72 9.72 276.60 276.60 Total1 ..................................................................................... $276.60 3/8" Low Iron Tempered-Seamed Edges-No Logo's Line Qty Width Length SF Unit Total SF Cost Lite Total Cost 5. 1 48 3/8 93 1/2 32.64 32.64 765.38 765.38 6 1 48 3/8 94 3/4 33.33 33.33 781.67 781.67 65.97 Total2 ..................................................................................... $1,547.05 Delivery to Orient Point $150.00 TOTAL $157,345�-,\ � Quotes are valid up to 30 days. NO SURCHARGES! V v` Thank you for the opportunity to quote this project! FOB Bellmore Oder/a(:U70medjennrif 0f�dcast�e BLitidingEnv op a �: 467167 Pa: 103832 Job: 103832 Customer No: 4788795 l�eP No.S28 Ordered: 5/25!98 !ceded g/g�18 p��; LOOSE 8A6 Nt -Parkway-Hauppauge, New (63ork 11788 6/mg DESIGN LLC Ship TaVVIIGIILANT DESIGN LLC abe:com- Phone(631)234-2200- Fax(63i)234.88ss 535 COMMUNI PAW AVE CPU JERSEY CITY NJ 07304-2940 895 M HUGE N1(197885232 KWY Phone:201432-3900 Tom: Pa manE In AcNanee Freight:CUSTOMER PIC ve:CUSTOMER PICKUP Duote Number: 103832 Item Decat tion VVklth HsiaM Shape Sq. Ft. Plies TOTAL ME CJlD f-iZes ate suppZZed er//POeV, OBs rtii febs�iaate aaaordZapp to the co lila which supersedes dZZ other Zratormtdan "JW21ed on PO. Bhang yyon !or moosiag OZdadstZe BuZldinpsaveZope, we appreaiate your business. I 1 MS.16603 831/4 611/4 15 36.17 10.9500 8F 396.06 1/4CLE4R?P 1/ZIVJLL(SIL)1/4EN9rGYADVANTAGETp 3D / -rsps SUMOs FRtT Bzw8 OAS 1.0000 CCHG1 OONTOUR CHARGE TYPE 1 QTYAJTE: 1 FUEL SURCHARGE50.00 EA 50.00 33.45 der Weight 118 Sub Total: 479.51 ,xtng Instructions: Boxing: .00 Freight: .00 IPPing instructions: PD 520.87 RUTH 683085(DM 5/25) Total Tax: 41.36 f ance' 520.87 PAGE �OF 1 0 OkkwAe BuildingEnvelope° 2`1 11 99 Murray'Hill Parkway-East Rutherford,New Jersey 07073 !YVOICE obe.gom- Phone(800)647-7873- Fax(201)460-1868U GST/HST # 875755902 rtroft,/ 1 D✓ s s ` 0 VIGILANT DESIGN LLC H VIGILANT DESIGN LLC L 535 COM KUNIPAW AVE P CPU 99 MURRAY HILL PKWY TJERSEY CITY NJ 07304-2940 TO EAST RUTHERFORD NJ 07073-2148 INVOICE NUMBER I INVOICE DATE I CUSTOMER P.O.NUMBER I ORDER NUMBER I ORDER DATE DATE SHIPPED I WEIGHT PAGE 1270228466 2/07/17 1 BOXED UNITS 236460 1/25/17 2/07/17 1 785 1 JOB REP. INVOICETERMS CUSTOMER N0. I FREIGHT CODE SHIP VIA BILLOF LADING NC BOXED UNTIS 2B Payment In Advance 4788795 CUSTOMER PICKUP CUSTOMER PICKUP - BO 351726 BOXING INSTRUCTIONS SHIPPING INSTRUCTIONS BOXILOOSE I BOXES I BACK ORDER/QUOTE BOXED Im on.m:oentnPRODUCT CODEIDESCRIPTION WIDTHDIM.31B HEIGHT DIMAIS CTR.I TOTAL U.O.M. SHIPPED BIO PRICE I U/M TOTAL Oldcastle BE certif iest t the tempere or air rn—a—te—cr g as 3 yx oducts inc Luded c a this invoice, n r as idents ied on the product label with an SGCC numbs , comply wi SC 16 CFR 1201, 3nd were fabrics ed luring the date i dicated on the product label, an /or betwee the 'Order Da $ and 'Da:e Shipped, shown on tw s invoice, sed c n in-house testing and participat ion in SGCC, a third p irtjconformit I asses sment body as 113 ust ated on the SGC Record of Compliance Testing a ailable at .agec.or /c pliance, ATTN: TERRY TURNER / NY TO MFG A M BOX (1) CUSTOMER WILL PICK UP IN HAUPPAUGE, NY-**k* PD C/C AP #245883 1 2 INS.12143 48 / 60 / 40.00 2 11.2500 9F 450.0( 1/4 CLEAR TP NEW 1/2 MILL (SIL) /4 ENERGY OVANTAGE T NET ROUTE INFO: SPC T/M ASSM ENAD TO SURFACE 3 LOGO BOTTOM RIGHT 2 2 INS.12143 48 / 119 1/ 4 80.00 2 11.2500 3F 900.01 1/4 CLEAR TP NEW 1/2 MILL (SIL) /4 ENERGY UW=AGE T NE ROUTE INFO: SPC T/M ASSM ENAD TO SURFACE 3 LOGO BOTTOM RIGHT FUEL SURCHARGE .00 7.2500 k 106.9: FRT/DEL CHG I BOXING CMG PREMIUM CMG DISCOUNT X SUB NV 1,581.9 .00 125.00 00 TOTAL 1,581.9 ��Yc w nt tC cemo d di trice' of th CPSC Standard Por Arghit n OTHER i�� l �rn 1zOt an�Por BtD� n�. WPp B no otgier war�an}�epx8ress or� �re of.our ry"hal be elthcr cement do-Rve mace' F. Sh1 m olnt or,at se er o on,tore e u -se puce. tg jryipmemaniI BALANCE DUE 1,581.9 f refmdable .nIm %fyopw � 1 "a moe ryccunm eur roDnI�eour 8very ceaeses uEom n� rtauoncompaay. Rin 1 rest es m a ed accoums An�,eo tsta di bti�ltaDnuces�eotpoar ilea duet at¢p paS will a rue ann 9 serest char a pD BOX 414792 teesin coI onno an an�alt e�inq�etceen�t°acc0u!of buy s ce fieri' Dy Duyei s�reacn o�twn�cie� BOSTON, MA 02241-4792 • 1 • • a/C�i ��iJ�� r - "�1 Oro1 SSA • li��, , . , 1: 1 sI FIMM ' A 1�Ill.•�iaA'.�'ft�� dT IN' � Fin:' !IN �� �.� •%rliil�'r' I�"'�` .. • IMUL-ATIOMMAN.Y. .. ,d�lLA�i!�L''i►:LR'I��l��u wC ':!"'�!�': � � IRS.; At' v��� t • 6 i e��� �iiV�i: ,• � "=,�,L��... .�. ��_ _'�.. .. �w� �._ ��. _ .moi - Mummim - , Ems MWAM _ c — f _ • 9� •.incl � 4wj,i�.► .� 1;t IA� � �.. � iwM Im - -= 11111 111111 lj� f i1 WIN ' � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey SoutholdTown.NorthFork.net PERMIT NO. 00 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ( O ,20 Mail to: Disapproved a/c Phone:T [ dt Expiration ) 20 ; ; r U ui ing I ector AUG 11 2015 �, ' APPLICATION FOR BUILDING PERMIT Date � I , 20 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 in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag tit, architect'a ineer, general contractor, electrician, plumber or builder Name of owner of premises J 4,, /4 n the tax oll or 1 tesed) If applicant is a porporation;'signature of duly authorized officer (Name ancl'title" dor(or officer) Builders License'No. Plumbers License No. Electricians License No. Other Trade's License No. , 'e i 1. Location of land n which proposed work will be done: 0 9-1AJ -D Q V E;:�-' 0C IEur House Number Street Hamlet County Tax Map No. 1000 Section Block 0 Lot , Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Ni(,AJ C1 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy sp ify nature and extent of each type of use. ,S-16,S+ � 7. Dimensions of existing 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 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear �A�4' Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situatedL � 12. Does proposed construction violate any zoning law, ordinance or regulation? YES—NO� 13. Will lot be re-graded? YES NOWill exces fill be removed from premises?YES�NO 04 r 14. Names of Owner of premisesJo4C6'?()r.j . Address 5 �' Phone No. Name of Architect Address iv Phone No Name of Contractor Address It,.?7'Z Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO � * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY I�E QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) CC, . COUNTY OFA/r--FlSSt� �✓ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract above named, CONNIE D.BUNCH Notary Public,State of Now York is the No 01 al 161 ASMO (Contractor,Agent, C porate O icer, etc.) QUaAed-In Suffolk County Commlesion Expires April 14,2-U- id owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; all statements contained in this application are true to the best of his knowledge and belief; and that the work will be formed in the manner set forth in the application filed therewith. orn to before me this s day of-S 2015 - Notary Public Signature of Applicant %'afF04 Town Hall Annex' Telephone(631.71802 54375 Main Road :c Fax(631)734-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING. Dt' -- BUILDING NOTICE OF UTILIZATION.ORT"AUSS TYPE CONSTRUCTION, PRE-ENGINEERED 1NOOD CO NSTROCTION ANWOR 4MBER CONSTRUCTION. Date: Owner:_ :U_ CH Location of Property: 0 $<:� n' 'P Please tak notice that the (check appl' able line): New residential Addition to existing' 'residential structure A. Rehabilitation to an exiss#ingxestdential structure y �. to be constructed or performed a#the`5u0+ecfi`pr6e ;r44ence above will utilize (check applicable line): Truss type construction(M. .". _ Pre-engineered Wood.; PVIIr) Tim6&construction(TC) in the following location(s) (check applicable line): Floor framing, includingV.Irders.and:.boams(F) Rooffominq(R)' -- Floor and roof gamin (FR) Signature. Name (person.subrnittirig th . oma"): 2 ,� ✓ ': n Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 1 - o`���St1i►jryo{ Town Hall Annex �f l�i( Telephone(631)765-1862 54375 Main Road ax �65-g9 UU2 G roger richertfmtQwn1soffA51tci.nY.us P.O.Box 1179 �. �: Southold,NY 11971-4959 Qr Y BUILDING DEPARTM324T TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: A// (gyre) G�1cG�r7C. Date: Company Name: r� C. Name: License No.: 33-4-03- /"g . Address: % o O 80Y `x.83 q 31. Phone No.: JOBSITE INFORMATION: (1ndicates required information) �l *Name: P I L,1 P PE �V�C C, CIS' ? *Address: 4-/0 6F q_n UiGw . �_an rT)`C, *Cross Street: *Phone No.: 6 6 '132, 1090- Permit 9Permit No.: Y01 o o Tax-Map District: 1000 Section:----/L/_ - Block:_ Lot: ` *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) 1s;job ready for inspection: NO. Rough In Final *Do-you need a Temp Certificate: S NO - Temp Information(ifneeded) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *blew Service: Re-connect Underground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION V V 10 0r.ari+ Pc . B241equest for Inspection Form CP � C ��000`���� 'Off c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ti Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 l roger.richertRtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION JREQUESTED-BY'----1U' M/i Date:.... Company Name: Name: License No.: email: Address: Phone No.: JOB SITE INFOR TION: (Ail Information Required) 1 Name: a Address: n t Cross Street: d j Phone No.: BIdg.Permit#: email: i 'o C Tax Map District: 1000 Section: �� Block: `a Lot:-3, BRIEF DESCRIPTION 9F WORK (Please Print Clearly) l Circle All That Apply: Is job ready for inspection?: YES NO ough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs Town Hall Annex .`Mi1c Telephone(631)765-1802 54375MainRoadAW3 ,ax(631),765-g95Q2 P.O.Box 1179 . fOQer.rlCheftfIQWn.SOUt170 d.nY.us j Southold,NY 11971-0959 CDU(i1T'17� 5 i c BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL�INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No:: - JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: `7 O (;� A f`�.� �/' I E IX IfV E CD04° 7\J *Cross Street: *Phone No.: Permit No.: _ Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WOR (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO. Rough In Final *Do-you need. a Temp Certificate:, YES/ NO Temp Information (If-needed] j *Service Size: ' 1 Phase 3Phase 100 , 150 200 30b 350 400 Other -*New Seryice:' :Re-cgnnect Underground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION . 82=Request for Inspection Form \/ i PERMIT# �ddre 1s : y Switches 1 IOutlets GFI's Surface..1 Sconces HIH's UC Lts t Fans 2 Fridge . HW Exhaust Oven �S WAD ' Z Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Special: Amps Have Used ;j,�QJ Comments: G r SU Ir ST01K1\\4WA\\X1E1K - Scott A. Russell � SUPERVISOR - 1\\4A\N\ASG 1E1\M[]ENT z SOUTHOLD TOWN HALL-P.O.Box 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold AUG 2 0 2019 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING- Yes No (CHECK ALL THAT APPLY) ❑[VA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal Rdiis BFjTORMWATER MANAGEMENT P ❑ I VL D. Site preparation w# i R >�etT" , beach, bluff or coastal erosion hazard area0ate:___.__— } ❑ E. Site preparation wi*WPV*bile re -year floodplain as depicted lIap _.... ---.._ t ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square -feet or-more, unless prior approval-of a Stormwater-Management- � = 1 Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered.NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with.your Building Permit Application. S APPLICANT: (Property Owner,D 'ten Professional,Agent,Contractor,Other) .C.T.M. 1000 Date Dutric[ 14-NAME: r � Section Block Lot FOR BUILDING DEPARTMENT USE ONILY 4*4 Contact Informatiort Reviewed By: - - — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — 1 Approved for processing Building Permit_ o W10 V i re, zPg1 E] Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 CHAPTER 236 (Properry Owner,Design Professional,Agent,Contractor,Other) �,,� aIDSUFFQ/r, ��Z �3 Stormwater Management Control Plan CHECK LIST NAME: Hwac ,- � fi✓1Z section Block Lot i S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. V un.+e VIIM Date: ° * The applicant must provide a Complete Explanation and/or Reason for not providing �L Mj all Information that has been Required by the following Checklist! `il'nd li71 TWgftm N-ft, I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YENO If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: S NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). EROSION&SEDIMENT d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. . Shall include but note limitecll tO: e. Limits of Clearing & Area of Proposed Land Disturbance, m1eaintained Construction Entrance, f. Existing & Proposed Contours of the Site (Minimum zIntervals) r,-.gninked Silt Fencing,stabilization g. Location of all existing & proposed structures, roads, SgcriingPxpo$ and/or inactive soils. driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& DRAINAGE INSPECTIONS ARE REQUIRED proposed structures. Contact TOS Engineering at 765-1560 before 1. Location of proposed Swimming Pool and discharge ring. Backfill,OR Provide Engineer's Certification j. Location of proposed Soil Stockpile Area(s). that the drainage hag been instaUed to Code, k. Location of proposed Construction Entrance/Staging Area(s), I. Location of proposed concrete washout area(s). rn. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing ! 1 that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event, 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site-Access. ! c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) " d. Leaching Structures (e. . infiltration basins,swales,etc.) -ERINf" .) -'PAuN 'E NLY Additional Information is Required. Reviewed & I ❑ Stormwater Management Control Plan is Not Complete. I. Approved By: — — — — — — — — — — — — - - — — — — — — — — — — — l! Stormwater Management Control Plan is Complete. Date: 9 - I —f 5 I SMCP has been approved by the Engineering Department. lj FORM SWCP Check List -TOS MAY 2014 Southold Town Building Department ���SIIFfQt/(�OGy P.O.Box 1179 Permit#: 40100 53095 Main Rd o • Southold,New York 11971 . ' . Permit Date: 9/18/2015 (631) 765-1802 _ Expiration Date: 3/19/2017 Parcel ID: 14.-2-3.34 BUILDING PERMIT RENEWAL LETTER Dated: 8/14/2017 Applicant: Chu, Anne&Jacquet,Philippe Location: 710 Grandview Dr, Orient PM �� + Work Description: SINGLE FAMILY DWELLING construction of a new single family dwelling per SCHD approval as applied for. A FEE OF $827.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Chu, Anne& Jacquet, Philippe Address: 3513 76th St Apt 31 Jackson Heights,NY 11372 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Baylinson, Lester From: PATRICIA GASKA <orientpt@optonline.net> Sent: Thursday, February 21, 2019 2:18 PM To: Baylinson, Lester Subject: Re:710 Grandview Drive, Orient pictures Attachments: IMG_0583-2.JPG;IMG_0584.JPG;IMG_0585.JPG;IMG_0587.JPG;IMG_0588.JPG;IMG_ 0589.JPG Dear Inspector Baylinson, I hope this email finds you well and that you had a nice vacation. I filed a complaint online this afternoon regarding my neighbor's property at 710 Grandview Drive, in Orient. Please take a moment to also view the attached photos to give you a better picture of how this property looks. Seeing this property in person gives you an added perspective of just how atrocious the conditions of this property are and that it definitely is destroying this neighborhood. Please feel free to contact me with any additional questions or ideas as to anything further I can do to improve this situation. Thank you for your time, Patricia Gaska (631) 323-0080 or text at(631)806-3399 r^1 ��lUvv 1 r �.1 t- r .�'�• ..�• �- e. tre � i - Sys. ter.♦�. :t � - .. to Z a. �,.r4.1 341` � ���., � yr �:. ��-•�"� 1�1'• yC �.�'7.Lt�e�= , •� f { ! �,'t' lhi' :� � � ` 1r,r ►;i � M 1lfr��C i !, � � �� ,.� '{,k . 2f t r+ 3�. .',ti � 'jJ� � {1 � ! i 'A' 'j �•'l ,�•''' {� •�'.��i f�,• '� ':.{�!Y ('�.. . . Y' �F4�: .t •Y l 7 � ��`,�`���1• ,y'i� ��''`� �i��',ir jy'I�}j,1��`� •� i.�'��,17*� 1'.I� � �,S`�}�F�� ,���� {���. � r �1�''y��+';����5�•�Yf����x; •� Ii=Tr,�� �•� �i ,Yt � + Ar �l ! '�i alt, rl f 1� t2' � .��' '�` Y. 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Ilk 6 40 4L ite � � t h � :-fes .. *'� •F �' � .•+'�rj►• r �, ,,,;,'•n4♦wr' A- _ '10 IL JL i tet. ,� ♦ . � :t . �, :°i� £a+- fr � r ' 1� 016 -1.11 4L ILA 46 t _ t . ^ dIP _ 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980Mae ��a, `� �t`:' z 'r s r � 631 852-57000 W WNIQsu$omccountynl►: ov�ON n��_. -„:s;• sa:.�',k->-:t s_r.-_F.�'- '-moi%,r✓°�",�� :�s=� g�a"�:y f rl� 'r 'MATE ANEXISTING PE11111M°TO CONSTRUCT`SEWAGE DISPOSAL AND JAN ® 6 202�'�'���TOYREF�Rs�s�So1�G��Fo FAMILY ONS BU')Pk.s"COAVI:ETE ARP ICABLE'SECDQNS OF-THIS'"FORM AI L SX�iNATI7RES Mi7ST BE'ORIGINAL ' " A�3.REI�E�VAI:S AND TRANSFERS -EXl;SIMG REFERENCE NUMBER: Tax MagNo.: '` Section Bloc Lot ::I-<--h ,••:G:-:". .;-a�:?^�" _-_ _ w_d4r ax> - - _..=x. --_asr�•-'+:�-v-..�- tF1._ ,r�,,;.`.,�,%, - -- -::t:Y - ,�c.:rt _ - -- <::<efa=:��.. s':.-3"•',,.a�3'x-"- - ''�' -< ".s':' - ..-d?'e�-:.-= y +i�'�,�'r�=a+�.w�z>:;:w>`�^�5 rr� 'a” - ..r'f`�'' a'r_•���_ � .�st�...3,Y� �, s3-�. _'3=3,. _� =:e'.c c. _ #•f�_1. 3t=�-.,_�-• ...?`.r_.�- �_,4 *4�'i ." ^r'z"' a. .°��. .•e ',':t'-,� 'a.-.v'�<•"' ?:;�-�� �_ �y '�r•°. _' _n;�;tio-y}It k"�-u a.- _ ;.#f .lr;M�" ;'f.,lC.bTi "t�-a i,=«� --- ,_� y _ ' 4r •:r,�_ � ,amu- _ �.`^�''+� .r�-`; r-�'- ,_.�£'-:e`3' �.; -ra„�£�' . ._��� _..:.f= - 'mss _ �----__�a <:�"_ -c"`„".�-^� - .,fi=x.. ��"p=%°#�'� r:�-=�;� .Y �.�=;`•` `:;�-.r�ar���' �`"r• °a':^�'�` - -'-� - "�. - z`��-'"� �•=tx�<-,? i:', ?`�2 Sri*"a�'�' �.•_?£4:e�"�, '-Y-:,,r._�_���_�.-...�- ;�''-�a"�ptaw,s-.-,iN?`•-�^���.`�� _ ����������1tG =s-?e';s. -,:5�*.�,xq, �. vi7_ �,.; �";�'.- s*.{.,.m _ �...:•,w✓ <,.:�:...[#ms's fuj��,_r,?-=�'�a.!-:}s��%".ar�>''t` - ' Win=' :aV:,, - r=Gz�i;f%.:;'ur-� if<:6'-.. -a:.+ _•�``.. _�e:b._r• ,.�s x%uo,>�a-, - r t`'•' ��`."„-`_>-;.�,c,- � a_m -'�-'x` .�.;�s�=� t -`=`<,.•t.. .-s-� .'Y..;, .._ �y� i� � - ra ��.y. �;? _ s-''.�,;;e�. r..'.s...y r�,�'.`•+-�.. - '5._ 6� �r�.�•-'*,,,: - -•g..-x,.• r:._,2•q x.33 _ .;�•y:; - _ .iw.,. yo•.. .c,�'.: _ _ ''v.t^ 3v;,<.o-:- - _ _:.�-„ ;i•�v'.a. :�-.'rt��:�x< ..� -�:�, -n:<*. .1 _ cs;�:::.. �t,, �;'"F+x-�.'T:rrz-. '�> ;yt`••^,=�i"ft=e" % `"z ..p;' �,(rt a,sr� -_-«�-„ f.-.K. °r;��:.�.._.�.^.c ;�i-r+. w:v�` ,a•.,.:.-,�,•--��>_��,'<��...m:m...�-o..+r•.-ti-..^; ±����.-,. .a..> ”."��;.,�t._..,s�r��-�.z�dm` ';�:.-,Rr �:�'"�.,.x-r3�����-� Name of Current Agent: Tel#:{( ^ 1VIailtng:Address: 'Email Address: *If more thaQ` ,ycmi 1d and SMUS'site JO.W.ct waas have not b,=. DATE OF ORIGINAL APPROVAL: Verftm4 anew•application will be required FOR TRANSFERS PREVIOUS,APPLICANT/AGENT PERMISSION Nmw o€Preevious•Applicwt/Agent:' 'TT,#: - $ere y transfer all`rigl is anti•interest'in the'above'eferenced permit Wthe li&applicant:4didd abb,06; ure`of Ve dqM AppliDate: :FORTRANSFERS WITH i7TYREVIOUS AFPUC2M1AGENT PERMISSION pfPreWous Applicaafs S or: hereby wrth &e`the-above named current MThcant-to-use-the previous appliccant's'su rvey/site:planforthis project prepared by me,for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,[j()RENEW(check applicable) a permit to construct in accordance with this -applicar{on,"surveys'and Qlans submitted."Thereby certiTy that Yhave examined'tliis complete application and the statements therein are true and-correct;and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is: " �Ie as a misdemeanor- uaht to.S210.45,`of New York State Penal T aw" -Signature of Current Applicant/Agent Dat � p ��.�._. f Print Name.of_.Current Applicant/Agent Title F '=k;= _*�" `%.Y�•r yzgs, ..ti" - --:w•�: -__ _- - � _ _ _ _ ^a,-r. „fin.:' --tiv fc-- _ -rxr�:-::� - - ' rM 4�,�:a^ :�°i... _s.surx•-=� ,t --sr.-,a+.:�� 'Ps;�%=•'; s�' Kr„"-.-��_�..>3... :.y'�rt'Sr�.;,.g,�s::j:.'Y' y.q. ,.-:4.. �4,. �+J'�is`:e a•=�r''.�,:Ly�?:=<,(sr'...T+a"'•r'• S t :� E"d :-`i','<cf�`'°''r .X_ i• �fiE ��i1-"?.s� f<+ne.,t'4.`,:<,:.�y%^.-".cr v• �'SseF=u`< ',A.. �-:�_.`c - "v�liy�•-e y]'viu l-'v,'=:"'•. :d,� -�Y�.3i• �F r.•R'S=:�};." 3.rn .f. -.y,fi =:Yf>^'iY °.•S< ,r.`" �;�`- +vim-r.�'.`-<c!L'z... 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'.4'':" :':s�. .3<•'s. .,.Gr �.> o'nS':.y ui'r;<�.:.'.!- "�� - �:;zu "Fry��1:" - ,'�'''-'4 ,<s':,, - CYT;. `!7•`� c:iKc, L- i;�s.:.•.. 3.^`.,>, _F:.- .?c-<' isr''"� .ss. - - - _ ':.`� .3f+C_+.�(♦. ...�1s'„}` �s„ _�Mt? �sA_:`..¢. -L.:.� �✓':':v <:=v L'�,*-:'T' -<::r'-' _ 6 - � .� - - -iC,::==/'�Y.f� �' •,n _ - .�:x��..- e:¢ Dia ' rte-'vea��:.:i:=-r�y`�1.n..v�,.,, �Y��L ��J}J�p(�„„4 �j��Qp�, y/� :.�'�Y ;4'�.(y{���:f.S '•:1I�.W~' {��_'9': f_��..^:K.`,t,.v�:�>„`j'i��'i rdt'-";T�-..�:ts���a�'.:2 '�/a /j.'. /}�'�O r��t+:%:+:^'-'.:n �<V'%?�-_-" _:;: :� 7!Y..����jir.YaaYaaf�a.�"l,4-.�.a.''`5” il1L}''�r�� .t` - -� .�,._....+.►T <,..-. .W. ( �UJ / . ��� - z'%,F�.;., v4���r - i_max'- ���- �.�-- .�sG a.� .,•l- ,a,:.. rza- ,cw•.:"- �::n..:,> - ,e+ `l�_ - �.S "- T`G.%'f' - `�•l.•-. 'Xis _ �..�-f--....b-�= �f/-^ rf� - %5i`i.=%Y'� '�iL,_ `".—:s._ ,y-.'.•;,:., -'F: �":.. •<4c3,.=sxr�f +••�=' .�.- :K`✓ - - F` y"�_ <'s�4 =�:a_ -,�4� -s.:i':;1•` :e!w.ice`,. _J'� i;-:s;.:;...-rY ,�«.�azr- .. - >"•s�'�': �.?.,s•: �`e: '_s:,'.i<E:.. a.`rc.-_c._ s./"..--.::.r.-^'�r�v �='_'F`...-, ..,cr.- .�"<a.. J JONATHAN FOSTER, R.A. LEED AP ARCHITECT 6 Bearing East Road EastHampton, New York 11937 www.foster kitecture.com jsfoster@gmail.com 646 334 1515 July 1,2022. Re: 710 Grandview Dr. Orient,NY Pool and Garage Permit application To John Jarski,Inspector I would like to withdraw the application for Pool and Garage permit(Nov. 2021)where the pool has been rejected by the ZBA with the Garage remaining in place. This would delete the garage,leaving no existing application. Jonathan Foster,Architect C�,f 42tU,q'r"'�:'•, 11 C45 E � (� (I ��li � JUL - 8 202 , BUILDING Uth'L TOWN OF SOUTHOLD TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application r f r Flood Permit Examined 20 L� !� 1'� I Single&Separate Truss Identification Form SEP2 4 2021 Storm-Water Assessment Form Contact: UILDING DEPT. Approved 20 TO OF SOU(HOLD Mail to: Disapproved a/c Phone: Expiration —20 � Q Budding Inspector APPLICATION F BUILDING PERMIT Date ,20 2 t INSTRU ONS a.This application MUST be completely filled in by typewri 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 premis ,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced fore issuance of Building Permit. d.Upon approval of this application,the Building Inspector will is e 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 in whole or in part for any p ose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not co enced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zonin amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,' writing,the 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 iss ce of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and oth applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or tpolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing co and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sijviae of appli t or name,if a corporation) b 66w4w .t' 2& (Mailing address applicant) State whether applicant is owner,lessee,agent,azchite engineer,general contractor,electrician,plur(mber or builder. Name of owner of premises G (As on the W roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. bwA+ot- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: :Z ( O Ply C) House Number Street Hamlet County.Tax Map No. 1000 Section J`kiy Block '2,•0 Lot aQ3 0 3� Subdivision "�'KN4yle"1 k5 � Filed Map No. -709'-, Lot S 0 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VeE5 QeWc b. Intended use and occupancy '51.P LG VAW(? 9A-6(12 epck 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost f 5a,0y0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 'd i_ 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front '354 Rear -3 51 Depth 24-41 Height QUILI Number of Stories 2 Dimensions of same structure with alterations or additions: Front 34;y Rear 3bV Depth9 Z` Height 2R'r Number of Stories 2- ' 8. Dimensions of entire new construction:Front 2,0 Rear Rli Tiles Depth 141 Height /(< Number of Stories L 4 � 9. Size of lot:Front 4 •23 Rear 1-we •(-1 Depth 70 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R^t0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO—V- 13. O ✓13.Will lot be re-graded?YES NO VWill excess fill be removed from premises?YES NO Y 14.Names of Owner of premises Address It 0 6 4WOut,u Phone No. Name of Architect.I Address ' Phone No 4o`f Ca 3 34 M Name of Contractor—,::Mi uC-k-- Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this properly.within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: C 11 OYOF, Fco�� � � - -4. ' being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the_A-v2(--"-(�At Tni-- S (Contractor,Agent,Corporate Officer,etc.) Jeanne Sweet Bartos of said owner or owners,and is duly authorized to perform or have �+�perfo Igog j"UW 0*d file this application; that all statements contained in this application are true to the best of hisu Qo� $ lief;and that the work will be performed in the manner set forth in the application filed therewith. � al'rfied in Suffolk County Sworn t efore me thi Commission Expires August 10,202-5 &- day of OZ a0b NotaryPu isSignature of A icant if Cb v co h� PARK $ PLAYGROUND �O VACANT yco N 87026'10 E REBAR NO�O POSS. FD 240.23, r----- _—i— CM /G BUILDING ENVELOPE ————————- -, FD Q I z O O 150' W RECYCLED ASPH. p� DRIVEWAY Lo 50'�I Ico STKLo '2 = Z SET 0/1 �� 50.0' C7 W Z LOT 30 _- A °j ) FOiRH Sd ti O°oq PI WELL L136.97• Sm =J HEAD IL Sch ZC _- 0) - �� 58.68' LLJ U- N co Zo ST '. 9.94N / ^^/� •01 ti0 z IL Ly I 6%10 N/' / PROP.DECK 5.2' 04 11 / PROP. / ROOF " O3___e_ IN-GROUND• _ _ _j STK SET p rvvL la'x5v / /l coP.J.L. i` J TREE#1 STKti-10 12' m 130'. c:)E 5A'N W SET LL ROW TREE#17 FD a ' d OFQAFA� EVERGREENS N TREES ti 0.3'N PIPE FD dlip 0.3'N Z S 82°10'40"W TREE#10 266.67' 0'2W U rL 1.5'S LOT 29 a a LOT 30 ON "MAP OF GRAND VIEW ESTATES" SITUATE AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FILED: JUNE 8, 1982, MAP 0083 CERTIFIED TO: PHILIPPE JACQUET ©COPYRIGHT 2021 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON.THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY.AND/OR EASEMENTS OF RECORD.IF ANY NOT SHOWN ARE NOT GUARANTEED. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW. SCALE 1"=40'(11"X17") DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SCTM 1000-014'00-02'00-003'034 SANITARY LOCATION AS PER OWNER. SURVEYED:MARCH 4,2021 LAND SURVEY LONG ISLAND.COM WARD BROOKS LAND SURVEYORk� 11 OCEAN AVENUE SEP 2 4 2021Li ~� BLUE POINT, NY. 11715 TOBUILDINGDc�T. 1. '` a:% . max. WNrr .` OF SOUI'MOLD 4 5'a7v i 631 576-7794 631 363-3179 WARDBROOKSO@GMAI L.COM FILE#11065 LOT NUMBERS REFER TO "GRANDWEW ESTA TES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 8, 1982 SURVEY OF PROPERTY AS FILE NO. 7089. A T ORIENT GRADING PLAN TOWN OF SO UTHOLD ?s, M RAIN RUNOFF CONTAINMENT: DWELLING: 2,219 Sq. Ft. SUFFOLK COUNTY, N. Y. 2,219 x 0.17 x 1 = 377 Cu.Ft. 1000-14-02-3.34 �y. *9_2gF&4 Provide3 DWs. 8'Ox 3' Deep s;7-IT Connected by Gutters & LeadersSCALE 1 —40 OCTOBER 10, 2013,,E DRIVEWAY ervious) O Pau tb�1S G,� ,L NOVEMBER 19, 2014 (PROP. HOUSE) PROPOM SWW SYSIEW IROLOW wAM? EL1.4' 3540 • x OJT a 361 CUJ=T. Onofi LLtJf ��� MARCH 13, 2013 (REViS1 M) [3 a WA. x 4 fT recti PRECAST COfYLmPE7E LEAaldvc RpYGS 361142 9 VF Ma 28,2015(REVISIONS) bi1CMAMWAL COURSE SAID AND GRAVEL (3'COLLAR) Provide DWS. 8'0 x 3' Oe or equal ALjG. 25, 2015 (driveway rano/D [1)1.0W GALLON SEP1IC TANK. 5 PC A N 596 Va f It a U W. ni O = PROPOSED ELEVATION , Q 2 DWS + wEu. o DRAINAGE INSPECTIONS ARE REQU ED; �yC N Contact TOS Engineering at 765-15 8 before �0 Backfill,OR Provide Engineer's Ce ification at the drainage.has been insta ell to Code b EROSION&SEDIMENT CONTRO �orO Shall include but not be limited to: A well maintained Construction Entran If Wire-Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils, yy rO PARK AND PLAYGROUND - (VACANT) l014 COCA4 FDL I USf AU- 6&fA& .8 CL.EL. 2 f' N8 6'10-E Ai# INl'01 240.23' is 9.3' EL cL.EL. � s• , 9.2' ' r BUILDING EN PE h ® DIV v v o PROP. LOT 30 WELL N - �, o �J DW, iA O�tr� PROP. O DR VEWAY TEST HOLES 50.0 _ a= . wig*► ` EL.7.7'f t 50 - - \ C-- �r '� . .. . HORSE". p ' //LP 5 _. o_ F.F. ELL S, 00 LP I i f PROP. f� 8'min. SEPi1C m /' n sy LP b o e50.0, I O � Q '1 01- . -- o 0 b� C ls0 X 12_ 266.67' ) CL.EL• E03.4' y 12.1 µ014,0.4'S. S62.10',�O"W 0 AREA of SEP11C Cj LOT 29 y,y x �w DNG APPROVAL OF STORMWATER MANAGEME CONTROL PLAN -T n ode Ch 6 Date: , 1� APPrweed_by:: AUG 272015 FLOOD ZONE X TEST HOLE DATA WELL c o�P r. cDOIVALD GEOSCIENCE FIRM MAP NO. 36103C0069H ERT. 25, 2009? DE i- D 9/17/2013 AREA-40,3W 80. F — a.»' 1' DARK L#WW Lava OL AWNIV SLIT ML ELEVATIONS REFERENCED TO NGVD DATUM. C� N-: =- I am familiar with the standards for approvalT./J1E and constrcution of subsurface sewage PALE BROW SNE �' SAND SW , disposal systems for single family residences and will abide by the conditions set forth therein and on the " .� permit to construct LZ1.4' a3' WAM R LN PALE LtWIW RIVE r To caM SE 5AN D sw < „> The location of wells and cesspools shown hereon are from Field observations and or from data obtained from others. .Y•S LIC. NO. 496 ANY ALTERATION OR ADDITION 70 THIS SURVEY IS A WOLAAE 7ON MIN PALE BROW OF SECTION 7209 OF THE NEW YORK STATE EDUCATION ,LAW. �v >n L,1E7w SAND E MORS, P.C. (631) EXCEPT AS PER SECTION 7209–SUBDIW90N 2 P.O. BOX ALL CERTIFICATIONS 20 FAX (631) 765-179; HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF t3' 909 909 ��-- OA/rn LOAD tw fvwnrC REAR 7WF 1AdPRFA.4Fn -WAI C)F 7WF SIIRVFYOR 19.;n TRA wt FR STREET LOT NUA48ERS FER "GRANDV EW IN THE SUFFOLKECOUN T' CLERK'S/OFFICE ON ESTATES" 8, 1982 SURVEY Vii Y OF PROPERTY Y AS FILE NO. 7089. AT ORIENT GRADING PLAN TOWN OF ,S O UTHOLD lZ.s' 4` APPROVED RAIN RUNOFF CONTAINMENT SUFFOLK PIPE GRADE 9.9' DWELLING: 2,219 Sq. Ft. COUNTY, N. Y.FINISHED 2,219 x an x 1 = 377 Cu,Ft. 1000-14-02-3.34 ,9 LE Q�ca l`. �£ _ Provide 3 DWs. S'Qf x 3' Deep r jL� „ , sz' TAW 87 a4 a,* 'a° F Connected by Gutters c�G Leaders SCALE.- —4Q OCTOBER 10, 2013 J.a'MIN. PROPOSED s ac SYSTF,H c.4ouND wA7ER Et 1.4' NOVEMBER 19, 2014 (PROP. HOUSED MARCH 13, 2015 (REVISIONS) [37 8 FT DIA. x 4 FT. HIGH PRECAST CGNCRE7t LEACHING RINGS May 28,2015 (REVISIONS) 9ACKRLL MATERIAL COURSE SAND AND GRAVa (3' COLLAF J I,000 GALLON SEp nC TANK. Fp = PROPOSED ELEVATION - WELL N �y toxo' `e'd k cj `O.1 PARK. AND PLAYGROUND h (VACANT) bCL.EL. c � N87*26'10"E 240.,23' \`. 9.3' � [Q CLEL. '1 ' 8LI, HAY BAY.0/SILT FENCING, Y UTS V 11,17,S OF CLE.SFING TO NE WASHOUT o - IN ICA'OSFJAWOi.KFASt/\``nom{/\) lP1IROP, to Ly�iCAT[O 011N ATE I,AN LOT 3 PO.T-A SA.T0REMAIN y(tj I WELL ' •tom•—.—.�.—.�r_—.—.—.--- ®OOFC FOR JCTIONURA7ON r ` 1 -- OF[ON .1CTION l��/TL`` S PROP. DRIVEWAY _ —i u �O —•—-—•—..—., CCW_(RUCaON UUMPAEP, Z T..[—IN c+,y " 50.0, r Ste'' DISCURBANCE,. I ` TEST H Ol.Er o�ra_iu+"o n STRUCI'ION ._.'"+�{� O, T'"'� . 1" a_ i 1°47 PROP::' [ r f 77384.6 sq T. Ems:�.7� i f-'__ - r�—_'•_ . at rloU E.= c O Gzj LP F,F. EL 2.5' SOIL i ST � I LOCATION i f LP t't PROP. ?'MM. SEPTIC SYSTN i EP LPA _ - - - 4I O _ 1 -- o _ 6 — EL o 6.6 X\ CL.EL. 5827 0'40„W AREA OF SEPTIC LOT 29 SC ` Ab txl DWELUNG N f- , „ w 3 . FLOOD ZONE X TEST HOLE DATA "ELL F -IRM MAP NO. J6103CO069H SEPT. 2.5, 2009 McDONALD GEOSCIENCE A ��11��qq 9/17/2013 AREA-440 �7i�et������J 80. FT. EL.77' 11, DARK BROWN LOAM OL r�� SROM SILT ML ELEVA 77ONS REFERENCED TO NGVD DA TUM. -� q �lu I am familiar with the standards for approval and constrcution of subsurface sewage PALE BRO►Sfli F7NE TO COARSE SAND SW ioz � #4�< ` ��;J1- disposal systems for single family residences and will abide by the conditions set forth therein and on the ? : t" permit to construct. ELI 1.4' 8.3' r , WATER IN PALE BROWN flNE � .._,?.e:e""� a . TO COARSE SAND SW •�I, c7, tC§"1-' �`� The location of wells and cesspools shown hereon are 7 From field observations and or from data obtained from others. ANY AL7FRA770N OR ,4flD1770N TO THIS SURVEY IS A VIOLA37flN WATER IN PALL`BROW Y.S LIC. NO. 4t FINE 717 MEDIUM SAND SP ECONIC— EYORS, P.C. 9F SEC77ON 7209 OF THE'NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209--SUBDIWSION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-12 VEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF t3' P.O. BOX 909 I EW IN THE SUFFOLK REFER COUN T 'CLERK'SI OFFICE ONESTATES" FILED SURVEY OF PROPERTY JUNE 8, 1982 AS FILE NO. 7089. AT ORIENT GRADING PLAN TOWN OF SO UTHOLD 4' APPROVED RAIN RUNOFF CONTAINMENT: 12.5' DWELLING: 2,219 Sq. Ft. SUFFOLK COUNTY, N. Y. RNISHED GRAD£9.9' 2,219 x 0,17 x 1 = 377 Cu.Ft. 1000-14-02-3.34 ss I.E.*SEF770LE, I.E T Provide 3 DWs. 8'0 x 3' DeepSCALE.' 1 —40' s.2' e.7 a4 e'otFAar Connected by Gutters & Leaders > i OCTOBER 10, 2013 30'MIN. NOVEMBER 19, 2014 (PROP. HOUSE) PROPOSED SEP77C Sn7EM GROUND WA7ER EL.f.4' MARCH 13, 2015 (REVISIONS) [3]8 FT. DIA. x 4 FT. HIGH PRECAST CONCRETE LEACHING RINGS May 28,2015 (REVISIONS) BACKF7LL MA7ERIAL COURSE SAND AND GRAVEL (3' COLLAR) (1) 1,000 GALLON SEP77C TANK. 10 = PROPOSED ELEVATION WELL O Water Lines) MUST Inspected B) The Suffolk County Dept. 0 691th Services. Call 852-5700, 48 Hou rs. Advance - CID To Schedule Inspe z� � (V• vim'• -i .� �ti•w^ J��ds NPARK AND PLAYGROUND o ,b (VACANT) LI WELL ANIS LATE MUSTRE SHOW&ON FINAL ' VEY .g CL.EL. 240.23' 9.3' N8726'10"E EL CL.EL. 8• ' 9.2' ' J EL.8.8' — C _ _ -- — -� n Q ;DR�IVEWAY BUILDING ENVELOPENPRO , LOT 30 WELLDm PROP. i vj ------------ 1 I o - I TEST HOLE/"" �� 3$:a' ; 50.0' S 1\ El -7 TE > .4:HOUSE e' I \ Cn Z I T I LP o F.F."EL12.5' �' 1 S� 18,1 Cb i PROP. 071 SYSTEM 8'min. SEPTIC U1 m SYSTEM 1j �W ® 0 z EP LP I Q Q �I 50.0' -�I 10 o INSPEOCION REQUI 00 �(OIASFAS RL @� I ARY-SYSTEM— FO No C 'BYE- EPARTMBNT o o 1S0 X 12_ 266.67 EL.13.4y CL.EL• " 12.1 MON.0.4'S $$210940nW A OF SEPT►C SUFFOLK COU TY DEPARTMENT OF HE 'LTH SER IC n ARE ES PERMIT FORA PROVAL OF CONSTRU TION FOR J LOT 29 < SINGLE ILY RESIDENCE 0 LY 00 H DWELLING DIA 2 9 20151-1.S. R . N0. (L/0 APPROVED ��-- FOR MAXIMUM OF BEDROOMS EXPIRES THREE YEARS FRO DATE OF APPROVAL FLOOD ZONE X TEST HOLE DATA McDONALD GEOSCIENCE FIRM MAP NO. 36103C0069H SEPT. 25, 2009 9/17/2013 Q u,�rts�- dor FV►*Q- O P,ro v e-1 AREA-40,M SO. FT. EL.7.7' DARK BROW LOAM IOL OF �,o:w BROWN SILT ML �Q'C� r0 � MET ELEVAT70NS REFERENCED TO NGVD DATUM. 3 1 I am familiar with the standards for approval ti PALE BROWN FINE TO COARSE SAND SW and constrcution of subsurface sewage disposal systems for single family residences and will abide by the conditions set forth therein and on the EL1.4' 6.3' 6t' permit to construct. WA7ER IN PALE BROWN FINE /� $ 7, 70 COARSE SAND SW The location of wells and cesspools shown hereon are from held observations and or from data obtained from others. Y.S. LIC. NO. 49618 'WATER !N PALE BROWN ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION FINE 70 MEDIUM SAND SP ECONIYORS, P.C. OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECRON 7209-SUBDIVISION 2. ALL CER77FICAT70NS 13, P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET sAln MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR ____ _ ,„„A„,l,C"A,r ["/V f rutni r1 AI V 11079 [13-260 LOT NUMBERS REFER TO "GRAND VIEW ESTATES" FILED SAN 1 3 2016 �_� IN THE SUFFOLK COUNTY CLERKS OFFICE ON JUNE 8, 19' 2 - AS FILE NO. 7089. - - -- �URVEY OF PROPERTY WARM PAN --_ AT ORIENT FF EL 1101 PIPE " TOWN OF SOUTHOLD MWS 61PAQE8.9' SUFFOLK COUNTY, N. Y. IS o I.E. �;i 1. �„� 0 1000-14-02-3.54 '° °•' i SCALD =4 1' 0' ,101 MIN. OCTOBER 10, 2013 P�IP sow aHM GROUND WA1°? QC 1''• JANUARY 5, 2016 (FOUNDA TION LOC.) `Z$ACIFCR /MATERIAL COURSE SAND AND VEL (3' COLLAR) [1] 1,000 GALLON SEP C TANK I WELL O n PARK AND PLAYGROUND (VACANT) CL.EL. 240.23 ',, 9.3' 2 N8726'10'E CL.EL. SET REBAR EL. �O 9.2' — 8.5 EL-8.8' \ o PE CA BUILDING ENVELO q Q (� b r LO.r 30 ROP.WELL v1 TEST HOLE 50.0' L.7.7' 1g0' r \ ch, 0 Orn Z M 50.0' O 5� `ASO• ��? `�• O 0 � ` —70 a � , � G� o 5 8 EL 9 5 Ul c o PIPE IN c coNc. o;�w 12._ x CL.EL. EL 13.4' y 12.1 M0N.0.4'S. S82•10'40~W 0 AREA OF SEPTIC LOT 29 x DWELUNG FLOOD ZONE X TEST HOLE DATA FIRM MAP NO. 36103CO069H SEPT. 25, 2009 McDONALD GEOSCIENCE WELL p� _w�I�� c^ 9/17/2013 AREA-40,390 80. FT. EL7.7' 1. DARK BROW LOAM OL BROWN SILT ML ■ =MONUMENT s' ELEVA TIONS REFERENCED TO NGVD DATUM. I am familiar with the STANDARDS FOR APPROVAL PALE BROWN FINE TO COARSE SAND SW ...�� , AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES '6 ELIX 6J, and will abide by the conditions set forth therein and on the WATER IN PAL:BROWN f/NE r, TO COARSE SAND SW 'aa permit to construct. 7' The location of wells and cesspools shown hereon are WATER/N PALE BROW from field observations and or from data obtained from others. FINE TO MEDIUM SAND SP • LIC, N0. 49618 ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION P ORS, P.C. OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. 13' 631 —5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA7I01VS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. -11971 M 260 ti ^ II 1 7 - J NOV 2 2 2M : V ro Q, PARK & PLAYGROUND �O m VACANT C) y N 87°26'10 E REBAR NO POSS. O FD 240.23' _ BUILDING ENVELOPE_ CM�—— �/ ------_, FD Q z O O J L6 I x-- 50' � / RECYCLED ASPH. 0) DRIVEWAY vLO so, \qTF 00 STK 2 b S O26 /NF SET 2 Z Q 50.0' S2 w z I LOT 30 -- % 9ySFOH S ^Ati `�WELL (0 m Q i 136.971 --83'- ------ ry. > 2 O o LL /y d =---^ ti i A- SSS � HEAD (L � � M I1ST -- . -_-- 75, Q�SY i z 0) \./ I 58.68' O I a6_--- ------'? o W -' co CO g1''" dS. & O N N I 2 p 69,10 N ^,• p ry� I ui n O D- Z In I q5.2' I N Q 11 I og rROOF STK SET p -----------------------JI P.O.L. o LU TREE#1 STK 0) 130' O _� CM c�.i E 5.4'N ROW SET---,T N TREE#17 (n FD QQQg4 OF EVERGREENS :TREES rl 0.3'N PIPE FD t5 0.3'N U S 82010'40"W TREE#10 266.67' °'2�" IL 1.5'S LOT 29 a SUFFOU(COON TY DEPARTMENT OF HEALTH SE-gVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FA MLY RESIDENCE $ ...-. ZZ. H.S. — - - R�f No. (L to l� 60! L a3>rl ver si'pply fac"fbtw at this 18MOO1 have been llll*cW and/or ct4l9ed by"sdna It or oftzr agegcteQF s 2Ra�found t be sabsfactary FOR A h"WWj ,00, LOT 30 ON "MAP OF GRAND VIEW ESTATES" Craig Knepper, P.E., Chief SITUATE AT ORIENT a ent TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK uS a, m FILED: JUNE 8, 1982, MAP #7083 CERTIFIED TO: PHILIPPE JACQUET n C T �,;2 ? ,'? ©COPYRIGHT 2021 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 'U I1v� +� `B,.d���tl � �a�IB� CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. b �& ® l4^ t CERTIFICATIONS ARE NOT TRANSFERABLE. 1pjZ9PZ7 n 4 P IA 3lTF"i A I A'®'7'n q THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72094 OF THE NEW YORK STATE EDUCATION LAW. SCALE 1"=40'(1 1"X17") DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SCTM 1000-014.00-02.00-003.034 SANITARY LOCATION AS PER OWNER. SURVEYED:MARCH 4,2021 LAND SURVEY LONG ISLAND.COM /g �7 bid ='�" WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE BLUE POINT, NY. 11715 (631) 576-7794 (631 ) 363-3179 a^7,31 'r WARDBROOKSO GMAIL.COM u£ €SS10N �SSS;Jt �'� FILE#11065 - ' 6C� REVISIONS: 54'-634" 7'-31/2" '-0„ 19'-81/2" '-0" 19'-63/4" '-0ol" 10 °.: 5 °.; 9 24"X24"CONC.PIER REINFORCED w/ °,• 9 °,' y v'o °• do v'o °. 4< (9)#5 VERT.REBAR(STIRRUPS @ 8"OC) �'p•°• 4o v'p o da O 36"X36"X12"CONC.FTG.REINFORCED w/(6)#5 REBAR EACH WAY Y BELOW GRADE(TYPICAL) 1'-2,/„ B rn �, `r 56'-0" � w r C/) z '-101/4" 5,31-'3/4" O a 10 t� 11 z 3'-41/2" 3'-3" 6'-83/4" 12'-3" 27'-61/2" Q 0 w a, d d v eo d v• eo d v• no d v eo d v. co d b p• d p• d pad . 'p• d pad p• d pod . ' p• d pad • ' p. d ped . ' p• d a O c 6'-1„ - •D - O ',• °. 44'-63/4" .a a/ D � o° o? D •O I a f-0 A j A o. d W//�•� .a .' - °• BON G AD of �j °. SLAB ON GRADE , a � co A O' ��p v D• P n' � � � N I. 12" Q 00 f 12"PC WALL 12"PC WALL (SEE DETAIL) (SEE DETAIL) zW O a INSTALLED 2X6 P24"OC p' a t] c a,i SISTER 5-1/2 ML TO EACH JOISTS r j > -' ADD 2-5-1/2 ML BETWEEN SPANS � • •? - w O o [DBL JOISTS AT 12"OC] 1 p (CONCRETE SLAB ABOVE) �•a '� � Lo _ _ INSTALL L4 5-12 ML 11 --- V 40X40 Q ACCESS i OPENING ' z ' °'• .O 4,� i- :}r°• SLAB ON GRADE,8"h WALL ' D•� P o' ,� O °' 4 v 4• O O' Di p°d .o ', p°4 .p' .v . p°4 v •v �. p°4 v •v . p°C v .v •. p°4 v .v•D a pa dv p p •,►p..Ge+...pa.=r-Lt�1�a..0bti.A�L.ls�-•i .� p0 .' A pp .� A pp .O A p• .0 A pp .� A S � o N `v� L12"PC WALL u 35'-0" N (SEE DETAIL) '4 cn o mPCN ai ' O m O - � h - � N o °.• 24"X24"CONC.PIER REINFORCED w/ SISTER 5-1/2 ML TO EACH JOISTS - v '°• ao (9)#5 VERT.REBAR(STIRRUPS @ 8"OC) ° 4 O �J N ADD 2-5-1/2 ML BETWEEN SPANS O a° ° 36"X36"X12"CONC.FTG.REINFORCED DCRAWL SPACE a'v w/(6)#5 REBAR EACH WAY T BELOW d'v •ti v DBL STS AT CI o.� (PLYWOOD SIUBF OOROABOVE) j GRADE(TYPICAL) p O < 0 2l'—41/4" �I 0 u � �. a r U r — Dra '4 ON �� �n bg, CZ 12"PC WALL 12"PCWALL N v (SEE DETAIL) (SEE DETAIL) M , 21'-0" 35'-0" cn 56'-0A'l/ " H U 00 11 -73/4 -0 19'-6 3/,, -0 m P4B 35'-21/2" N FOUNDATION PLAN NE 1).10"THICK POURED CONCRETE FOUNDATION,3500 psi. 4).VERIFY WITH OWNER IF BASEMENT SLAB 15 TO HAVE RADIANT i i N SE REINFORCEMENTWALL CLEARTO B(TP.)BHOOK INTO FOOTING.ARS SPACED @ 12"OC HEAT AND CERAMIC PRIOR TO POURING SLAB. PROJECT N0RTH BOTH WAYS,MIN. SCALE. 1/4�� l�'O�l $�(J 5).PROVIDE 2X8 ACQ SILL PLATE UNLESS OTHERWISE NOTED. 4 " »o+�, (!J 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD g , FOO ING. FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND FOAM SILL GASKET. L If ✓ x W/#5 BARS PERPENDICULAR#12"OC.ALL FOOTINGS TO REST r. f _ J►e4 ALL STRUCTURAL AND PLAN CHANGES FROM ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 l'-0" ORIGINAL PERMIT PLAN SHALL BE REVIEWED OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BY OWNER'S ENGINEER FOR ADDITIONAL 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CHANGES.ALL CHANGES SHALL BE GIVEN COMPACTED FILL.REINFORCE SLAB WITH 6X6-W1.4XW1.4 WWF. CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED TO SILL TO ARCHITECT FOR COMMENTS TO SUBMIT INSTALL 1/211 EXPANSION JOINT MATERIAL WHERE SLAB MEETS PLATE WITH 3X3 SQUARE WASHER AND NUT. TO BUILDING DEPARTMENT. IADJOINING WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. MAX MUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. °r 0FT 4E•'4 MAX MUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. DRAWN: MH/MS SCALE: 1/4"=l'-O" JOB#: Friday,August 26,2022 SHEET NUMBER: a a -3 REVISIONS NO DESCRIPTION DATE BY 10 0 [IF] Do UD client review _. 2 Permit submital Apr 2 . 2021 3 Permit submital July 4 2021 4 Permit resubmital Set 12, 2021 Z71 1 JIK� rZA E9 OPF,N // \\ NEW GARAGEA TNE CORNER I �/� , • \ OFEXISTINGDWELLING I \ CLADDING TOMATCHDWELLING \ FLA TEPDMROOFELETCRICREMOTEGARAGEDOOR / NEWGARAGEELEVATION ENTRY NEW GARAGE Back Door - -- 8"poured concrete wall on 16'x8"footing 2-2x4 treated plates Termite Shield 5/8"anchor bolt and uplift straps at studs. as req'd #Ss rebar ' . =-—=1 I—III—I�I ;..r; II—III—III—III—III=III—III—III=III—III: @36" �`� =1�1=1Ti=1�1=1�1=1�1=1�1=1�1=1�►=1�1=. III=1 I 1-1 I —I I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I: -1 I—I 1—I —I —I 1-1 1-1 1=1 —I 1 I Mi 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I_ 1 Fr Ul) • =1 11=1 11=1 1=1 11=1 11=1 11—I 11=111=III= fOot111 ;;::III-1 I -1 I -1 I -1 -1 I -1 11=1 1=1 11=1 I I: 6WALLS -------- -I 11=1 11=1 1—I 11=1 11=1 11=1 11=1 11—I 11= I I I=1 I I-1 I -1 I -1 11=1 11=1 11=1 1=1 I I-1 I: I COntlnOUS ��,��� " :., 115son caged i 1=1 11-1 11=1 11=1 11=1 11=1 I IM 11=1 11=1 I INSULATED 1 Io �TDooR 301 sf��e C 0 b —1 1511 —1 I —I 11-1 I —1 11-1 11-1 I I—i I I- i front NEWGARAGE ROOF OVER BREEZEWAY —I I—I —I 11=1 I I—III—I —i I I—III=41- NO HVAC entry ROOF rebar —III—III—III=III=III=III—III=III=IIZXSROOFFRAMTNG ; C73 OFEXISTING DWELLING I 10' Footing detail NEW GARAGE'OUSE WITH GARAGE CLADDING TO MATCH DWELLING ROOFPLAN OFHOUSE WITH GARAGE FLAT EPDM ROOFI ELECTRIC 2EMOTEGARAGE DOOR O O O U < _ Existing House I� Existing House Existing column Existing House Existing column • • �1 . � o U UJ andscupper scupper and and lender ,, leader � ROOFPIan fixed glass window 3x7 I--I Match Existing House Fire separation EPDMroofing siding materials and system slove4.ty scupper corner required as per 2x4§setbackfrom edge NYS Code ��-and wrapped in EPDM scupper o -�" �� rrW 1"conc wall Section 3Garage Roof Existing column Elevation • r--� 8 I o O � 1 'I !EXISTING Building 1 ft 1 U Fr EXISTING Building i I I I I I I I I I I I I I I I I I I I I I I I s @ 68 Fire n I I I I I I I I I required as ger I I fr u h tY al I I � � I I I i I I I I I I �'{ ��� �� �� � �: C � P I I 2x8 framing I I I I I I I NYS Code I I �{ I I I , SEP 2 2021 1x6 wain I I I with center blocking i i I i i zx6 watts I R` °` f LD, INSULATED I 1 joist hangers on each side I I I I :".:f -T- INSlII 1TED BUILDING DEPT. I I I I I I I I I IO I 1 10r I 'R. TOWN OF SOUTHOLD NOHVAC NOHVAC I I „_ I 1X8ROOFFRAMING I g ge ope i I I I I I I I I I I I door d or 1 I I FLOOR NO. He name SCALE El I i i i i i i i i i i i i1 4'= 1,-0' Foundation I I I I i I I I I I I I� „ „ :, ;..;:;,:• I UNLESS OTHERIMSE NO 1 1 I 1 I I I I 1 I I I I 8 conc. walls on 18 x 10 footings 1 I I I I I I I I I I I I I I I I I I I I I i I I I DATE DRA14. BY • ALIGN GRA GE i L ---- -- ---- -- December 1, 2020 sf a l I 1 1 1 1 1 1 1 1 1 � section at footing 1 1 1 1 1 1 Wer A T COL Ulm 1 1 I I or DRAIkING TITLE DRAING NUMBER Existing column Electrical and Framing g Garage Garage Foundation e PlanGARAA2 g REVISIONS: Ln I 0) a. r + LE +CD + + r + r ♦ ♦ r + r + r + -- 0 dd Q ww W C/� cn O P4 ° °z 1 % �11 J lo %I a O I 0 - - - - W PROPOSED SOUTH-WEST ELEVATION o SCALE: 1/4" = 1' w Q w � U > z � W � o � o a 0 LIE I x r h ��. D 4 0 �n �:= u m � � Pyr �u Ln u = v ti N G v ♦ . . + , 0 r ♦ r ♦ r + r + C/1 W 0 N E-+ 0 + I + o �-p F. "� A� PROPOSED NORTH-EAST ELEVATION SCALE: 1/4" — 1' ,e �� ��� DRAWN: MH/MS OF NE .�' SCALE: 1/4"=1'-0" JOB#: November 10,2015 SHEET NUMBER: REVISIONS: I . . , . . . . . . . . . . . W , rn z z 0 % % El o0 O ¢ ¢ as I , , w O zo - - - - W PROPOSED NORTH-EAST ELEVATION O SCALE: 1/4" = 1' Q � w BZW Wo a o Cc, �O o cA v � h • rte_ r' Ln U i U) 'Q 1%) �U4 O - ff r LH Az PROPOSED NORTH-WEST ELEVATION �. �., 39 SCALE: 1/4" - 1 _-" ���s DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: November 10,2015 SHEET NUMBER: E flr,-' 5k%l ED i fl fl k A-2 REVISIONS: 3'-63/a" 4'-55/8" 3'-61/2" I 1 1 1 t 1 1 I co i i i i i 1 1 12"dia.CONC.PIER Q ' w/24".24"X12" .. 1 1 ♦• 1 1 .. I 1 � ' CONC. FTG.,3' 1 1 I 1 I 1 1 1 ' ' 1 BELOW GRADE RYP.) LO 1 4'-0" 7'-61/10 -it2" 8'—101/2" 01 54'-63/410 " 1 1 1 1 '-0" 7'-31/2" '-0" 19'-81/2" '-0" t° 19'-63/4" '-0" 24"X24 1 „1•"'77 "CONC.PIER REINFORCED w/ .. e 1, 1 ='�,•°-''I� i 1 ::''„''', `ld '(9)#5 VERT.REBAR(STIRRUPS @ 8110C) ,,�• o <I�, F,` '-� 36"X36"X12"CONC.FTG.REINFORCED w/(6)#5 REBAR EACH WAY T BELOW •--- •--------• GRADE(TYPICAL) ---------- -------- W 1 2/ a B � � z 07 FSI O 56'-0" w H � Q ,2-'-101/4" 53'-13/4"10 O01 O 31-41/2 S-3' 6 -83/4 120-3" 27'-61/2 it If If le a -- -------.._ _. _ _ _ _--------- ---------------_____.__._ A- I I ,a o. o. o. o0 0. v• o0 0• o. co o. o. co oo va C • •p• d ,p• d p d • p• d p d ♦ • p• d p d ♦ • p• d p d • p• �d �'p d ♦ ' 4 • _-- --.. -_--- _----_ ----- ---- --- ----- -----..-- ---.--.--_--_..._ _, -_- --'-- ..-_.._ _ .___-.--- --__ __.__-___.__ ' - �,_�;, • 4 - 44'-63/4" I I I I e I I e. I 1 1 I • 1 Lo tot 14 s Q I I ,' I I ♦ I 1 �• I I V I 1 a 1 I I T , �° I I 0• I I . 1 V L1 I D I I I I •� , I • I I ••0 I I ' 4 1 O SLAB ON o Z GRADE .�° I 4 1 W I 4 • 1 I 0 1 ' ' O Q I �p 0 _--.-.-; - '. _._..__._ __ _.___ _.., • 4 N SLAB ON GRADE , 0 C° i D v p •�v , c •p va d p e , I i I O• d • , t a l V I , I I ♦ I 1 p• I I � 1 I p• I 1 • I I I I 1 •� O I f 1 • 0 1 1 ' 4 I 4 . p I 1 I ,• I p I • t 1 I • 0 I � i I .• I I �• I O ♦a m 4 p, (� N V � I � 1 1 1 1 •• I � � rr i D D ro . ------ ------ - -- --- - ------ -- ------ - - - -- --- - ---- - -- -SLAB ON F,RADE;-8"h WALL---- --_ ---- -_ ------------ ---.. .--- --- _--_-- ---- --.._... ------- - O t- u �p 1Z n - .v v ' '. n°4 n - .v •♦ �. n°4 0 ' •v �. 0P4 v .v . n°4 0 ,o . 0�4 n .v . v°4 v .v •. •. n°4 n - .o w O .D .e .D .e p0 .A• .e p' •L�• .e pp .D .e p' •e ,e •e16 • . . p rd w N _..._ ._____.._._._.._ ..._._.______.___.__. .__._ _- .__-----..---__._..__ _ ------------------- ------_ --_ _._____ _____ ._ ___._.---__ -_ -__. .. _...._ ___ __._..____._____._____--- z o' I 35-010 .540 4 .Q 4 y oV ; ; Qn• ; N --- ------ - Ln V �♦ ; '." ' ; 24"X24"CONC.PIER REINFORCED w/ ; - 00 a _ ; ' -' °, 1... (9)#5 VERT. REBAR(STIRRUPS @ 8"OC) 1 ;'°, ° I O N cu� N I p ' �.° `�> ' 36"X36"X12"CONC. FTG.REINFORCED ' • ° ' I O W w/(6)#5 REBAR EACH WAY 3'BELOW 1 I'' ' r'-, SLAB ON GRADE o ;•4 ; 1 GRADE(TYPICAL) ____ _ _ •'• 'p 21'—41/4" 1 I I 1 :--- •4 - U� 1 4•v --------------- Na p' 7- .e U1 r j 21'-0" 35'-0" ° N H 56'-0" 11'-73/4 '-0" 19'-63/4" '-0" lo u " B 35-21/2" R„ d FOUNDATION PLAN �,�. . NW 5E PROJECT NORTH RT H 1) 10"THICK POURED CONCRETE FOUNDATION,3500 psi. 4).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT y � �N�C+�� �� WALL REINFORCEMENT TO BE#4 BARS SPACED @ 12"OC HEAT AND CERAMIC PRIOR TO POURING SLAB. � BOTH WAYS,MIN.3"CLEAR(YP.)HOOK INTO FOOTING. SCALEi �1 i 5).PROVIDE 2X8 ACQ SILL PLATE UNLESS OTHERWISE NOTED. 47 . 1/` " = V SW 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4) KEYWAY SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD FOOTING.FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND FOAM SILL GASKET. -- w/#5 BARS PERPENDICULAR#12"OC.ALL FOOTINGS TO REST ALL STRUCTURAL AND PLAN CHANGES FROM ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0" ORIGINAL PERMIT PLAN SHALL BE REVIEWED OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR ��A DRAWN: MH/MS BY OWNER'S ENGINEER FOR ADDITIONAL 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE .. '� Q � �+ CHANGES.ALL CHANGES SHALL BE GIVEN COMPACTED FILL.REINFORCE SLAB WITH 6X6-W1.4XWI.4 WWF. CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL SCALE: TO ARCHITECT FOR COMMENTS TO SUBMIT INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS PLATE WITH 3X3 SQUARE WASHER AND NUT. ® `- JOB#: TO BUILDING DEPARTMENT. ADJOINING WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN November 10,2015 ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. SHEET NUMBER: MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. fl'o� k' U�nnv A-3 REVISIONS: 4'-0" 4'-0" 4'-0" GX6 ACQ PO2X1 CCt,GIRD i , , )2X10 ACQ GIRD 1 dia.CONC.PIER, (rY Q , , , i (TYPI AQ i 3''BELOW GRADE (TYPICAL) I B ------ ---------j F- ---------- ------+--------- 54'-13/4°' (2)2X10 ACQ GIPTDER(TYPICAL) ----------- , --) z" 21'-8�/2" ' 21 6 /4 ^ /2 —---------a , 3 » O , i i —� 12X10 A=Q G1RDE1'rYPICAL (DOOR) HSS 5X5X1/2 COLUMN:r r — r r � t' jo -,, + aek — — — — -- r-r:> (� POST 70 BELOW i 1 1HSS 5X5Xi/2 COLUMN (4)1-3/4X14 ML GIRDER , , HSS 5X5XI/2 COLUMN (4)1-3/4X14 ML GIRDER HSS 5X5XI/2 COLU , 2ND.FLOOR FINISHED FLOOR _ (BOXED IN) (TYP.) ;r;___; COLUMN POST TO BELOW ' POST TO BELOW - OST TO BELOW (TYP) (BOXED IN) (TYP.) I (BOXED IN) (TYP' WI a I t� u- J II LL ' ^ I W CAR PORT W I LA I ^ H I' (2ND. FLOOR ABOVE) - I N i 0 w I I � I 3 T-11560 WOOD-1 FJ I I OC 56'-0" a I o '-1q1 53'-13/4„ M O I CD m l 5'-0" 14'-53/4 I 1,3,3)-899 O O II 'I p LL (, HSS 5X5X1/2 HSS 5X5X1/2 i HSS SXSXI I w _3�� r�„r r err r 12'-0" ED (3) -3 14 ML (3)1-3/4X11-7/8 ML HEADER • ^ w/ 2) / TEEL J w Lu �I X I X 2 E 6' 1/2" M M' 44'-91/2" ^ La X r w , % a __ -� --------- v I I �% O�p N w --------- z l l w d a I e — _ I z CID FLOOR SLAB FIN.FLOOR � O . N "' ' ^ O e. • •. • •. a e. I I I UP Ir" A STAIR SECTIONQQ�p r M ' ,M o VERIFY STAIR LAYOUT p N W l i p STUDIO ? PRIOR TO CONSTRUCTION k x (N a m Ip M~ ° o STA IR WELL ^ a 1Ir-- I I ,IW (2ND. DECK ABOVE) rn I U > Z I NL" II W SHEAR WALL '-'DBL 14"_TA560 WOAD--EJ(alrVOC C M DRI 9XI-9 ACO DI all;"OC HSS SXSXI/2 W , VERIFY WITH ENGINEER Ur Q w II 9'-43/4" STUDIO o a � w I � wdw °' I z ^J FRAMING: 2X8 DF#2 @16"OC �j J END WALL POST: (3)2X8 DF#2 w I !E I I V CLOSET HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALLCD I WINDOW AND DOOR OPENINGS OR AT 6-0"MAX, EXTERIOR PLYWOOD: 3/4',ADVANTECH PLYWOOD INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD ° M I I I HSS 5X5X1/2 N v ^� vT-0" „ all rn PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD --- Exterior 3)2X10 HDR (3)2X10 HDR Wall:2x8 E rlor W 3 0 o Ln c� �. GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE N HSS SXSXI/2 I. O w „ N HSS 5X5XI/2 I I I � _ o I v w 0 12 OC FIELD X N I a o i (2ND. DECK ABOVE)i.- I N co DRL 2X12 ACO DJ 0,16"OC �n �' �j o � I q o , _.�_ N ^I - I, Ln �• , HSS SXSXI/Z COLUMN HSS 5X5X3/8"-?,' _ _ _ ___ ___ _ o v ��77 ' POST TO BELOWPOST ABOVE — — WQX45 STEEL GIRDER — _ — (BOXED IN) (TYF)— — — — _ _ _ _' �_ -Z7 –� _ _ — _ _ LnU `-� co O I X M N .� N rn 12'-73/4" 21'-63/4" 1/210 ' w = MUD ROOM SHOWER G 4 °° I 35-0„ M X N] N � p v I HSS 5X5X1/2 I r (3)2X8 HDR (3)2X8 HDR TEMPERED 4'-0"x 2'-0'/a" 4'-0"x 2'-0"/a" �+ A41 A41 V 4'-3" 12'-6" 4'-3" 0 op MOMENT CONNECTION U) 21'-0" 35'-010 e- " N 56'-0" F" d MOMENT PLATE I I + TYP. ROP&BOTTOM ALL AROUND 1ST IN E OF BEAM) MOMENT PLATE I (TYP.FOR ALL) '.; B F PLAN U) BEAM(SEE PLAN) (FOP&BOTTOBEAM) 1 I 11 NW SE PROJECT ECT N 0 RT H R x I.4 o SCALE: 1/4 = 1 A SW r y .. COLUMN ► ® 4> `y` ���,IN SC,y✓ f�`q 'a COLUMN b 1).PLATE HEIGHT AT 18'-9'+/- (FINISHED FLOOR AT 20'ABOVE GRADE). 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE SEE PLAN ALL STRUCTURAL AND PLAN CHANGES FROM APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING a3� �" �•�•. -+,„nt';-.• ORIGINAL PERMIT PLAN SHALL BE REVIEWED 2). EXTERIOR WALLSTb BE FRAMED WITH 1-3/4X7-1/41.55e 71MBERSTRAND HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. I I BY OWNER'S ENGINEER FOR ADDITIONAL LSL STUDS AT 16"O.C..SHEATH INTERIOR w/5/8"CDX. aF ' ( « I I AREA OF TOP AND BOT. CHANGES,ALL CHANGES SHALL BE GIVEN { MOMENT PLATES SHALL TO ARCHITECT FOR COMMENTS TO SUBMIT3 I I DEVELOP 100%OF THE 3)-EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS. 4 Q' A TO BUILDING DEPARTMENT. MOMENT CAPACITY OF 4).DOUBLE UP FLOOR J017S UNDER PARALLEL WALLS ABOVE.PROVIDE 8). INSULATE CEILINGS. BEAM ONP.) BLOCKING AT 8'-0"O.C.AND MIDSPAN. of t4 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. DRAWN: MH/MS PLAN VIEW - TYPICAL MOMENT CONNECTION A-A 5). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS BATHROOM TO BE MOISTURE-RESISTANT SHEETROCK. SCALE: 1/4"=1'-0" OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS JOB#: ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).INSTALL SMOKE AND CO DETECTORS PER CODE. November 10,2015 MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN SHEET NUMBER: TYPICALMOMENT CONNECTION DETAIL PLACE WITH PLATES AND BOLTS TO STEEL BEAMS. SCALE: N.T.S. �A, lflr.' IDDk Efl` QPIT A-4 REVISIONS: •--------------------------------------------------------------------------------------------------•--------------------------------------------------------------- 1 1 " * ------------ --- LL-IND.PND.FLOOR WALL ------------------------------------------------------- ..t—ABOVE ; ❑ 1I (TYP) 2ND.FLOOR WALL--P-!, ; I 1 ABOVE(TYP) 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 O w 1 1 1 1 1 ' DECK ABOVE 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 53'-1-3/4 1 I 1 I I 1 O (� 11'-53/4" 5'-4" 5'-4" 5'-4" 5'-4 5-4" 5'-4" 5-4" 4'-4" I 1 1 I 1 1 1 1 I 1 AXW41 AXW41 AXW41 AXW41 1 1 AXW41 AXW41 AXW41 AXW41 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 0"x 2'-11 15/16" ;4'-Q"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" (3)2X1 HDR- (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. : Q?2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X1 HDR. 3'-83/4" 3'-83/4" o 1 1 I 1 1 1 1 1 Ln 1 I 1 1 = v W 1 1 I 1 N X "Q V.1 1 1 1 1 v C? 1 I it O I I 1 I 0 A Ln STAIR Ln /(A > 1 1 WELL a 1 1 N N N1.� ✓' X Q STRUCTURE TO RF VERIFIED WITH FNCINFFR M O - ` I 1 1 1 V' U 1 1 1 1 OPEN DECK ABOVE I I 1 1 ' TO BELOW 1 1 I 1 ----1-r ' 1 1 t Vx < O X ' ' � N 1 1 i X 1 I X N X Q p O � ++ ' ' `v 1 1 2ND.FLOOR WALL—V ; p N v m 4 G o rn 2ND.FLOOR WALL ABOVE(TYP) 1� ABOVE(TYP) 1 1 ;;, in o m (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. ; (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. 0 ,�� v -[ 1 '------ -------------- „ O t r, : . LLJ cn 4.0"x 2'-11 15/16' 4'-0"x 2'-11 /116" 4'-0"x 2'-11 15/16" 4'•0"x 2'-I l 15/16" 4'-0"x 2'-11 15/16" 4'-0'x 2'-I1 1.5/16" 4-0"x 2'-I 1 15/1 4'-0"x 2'-11 15/16" W v AXW41 AXW411 ,; AXW41 AXW41 AXW41 AXW41 AXW41 AXW41 ��o, C) � 50 � u SHEAR WALL ,a ; ' ,; o DECK ABOVE B []ISS 5X5X3/8 ' ; a oo `� D ------------------ ------_________ _ '___________________-______-_________________________________________________________________________a N 1 � - FRAMING: 2X8 DF#2 @16"OC 4'-4" 5'-4 5 -45 -45 -45 -45 -45 -44 -4 END WALL POST: (3)2X8 DF#2 ' 46'-p„ HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL WINDOW AND DOOR OPENINGS 1ST.FLOOR WALL �y OR AT 6'-0"MAX. 1; '1 BELOW(TYP) B EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD ' y .- ______ ________________ __ u i _____ ' V INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD - - - - - - - N SE P ROJ ECT NORTH to PLYWOOD FASTENING: 8d @ 16"OC EDGE,Ed @ 12"OC FIELD SW GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE N ALL STRUCTURAL AND PLAN CHANGES FROM 12"OC FIELD 1ST, FLOOR PLAN ORIGINAL PERMIT PLAN SHALL BE REVIEWED Q BY OWNER'S ENGINEER FOR ADDITIONAL i ^ i CHANGES.ALL CHANGES SHALL BE GIVEN SCALE. 1/'111 - 11 g TO ARCHITECT FOR COMMENTS TO SUBMIT V 70 BUILDING DEPARTMENT. � IN SC,y Z)j I Y .0* N DRAWN: MH/MS SCALE: 1/4"=l'-O" JOB#: November 10,2015 SHEET NUMBER: Q a QPM REVISIONS: DN z ----------- 0 ----------- 32'-7" 1 10. 2 0'-61/2" 12'-01/2" I I 1 CXW235 5'-11%"x 3'-413/16" I (2)2X8 HDR. M 3 15'-71/4 C) 01 .+J r 1 Fr+l O1 M x X r0 1 ry � W ry I ~ 1 -----, 0 O oD I N I I 1 I 1 I O LO BEDROOM No. 1 ----- aJ M o KITCHEN o Ln M M M iv MO .1 x X X 2 O U ry = 2 -31/2 L N O N _____ ^, W O, M n tr x 1 1 I 2-4 it 12'-1 2'-6Ln " M _ " N n1 O x x I BATH No. 1 rn Lo 1 0 L I L :E 00 _0 I a � ^ e�M9 J ` r DINING RQQ't 00 -� `' I STAIR WELL N �' I \ZD A ^ onc O �r n Lu2 N w N 1 u x a. O 1 O O W N N F v \p p l� BATH No. 2 i J NC) O DECK coN W r O� 2'-4" � LIVING ROOM X o 13'-33/4 '-31/2" M C ZO X U c,;,tn + > X M a C)" BEDROOM No. 2 I U x N 1 o@ x v � O I 1 O 00 I m I �+ ILn u y (2)2X8 HDR. ; (2)2X8 FR. ;.;; ; U v �n r CN 4'-111/4" 7-1" N (u FWG50611R25'-2" FWG611- W O O 10 I I LO its H SHEAR WALL 10 -11 13 -11 7'-9" V O 32'-7" 21'-63/4" N FRAMING: 2X8 DF#2 @16"OC E END WALL POST: (3)2X8 DF#2 2ND. FLOOR PLAN NW SE PROJECT NORTH. � HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL <Z'( B SCALE: ./4" = VSW v WINDOW AND DOOR OPENINGS U) OR AT 6'-0"MAX. 1).PLATE HEIGHT AT 9'-2". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE x APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2 .EXTERIOR WALLS TO BE IRAMEE WITH 2:6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD ) v A INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD ALL STRUCTURAL AND PLAN CHANGES FROM 3).EXTERIOR SHEATHING TOBE 5/£"THICKFIR CDX PLYWOOD. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS. `� r� �Isc ORIGINAL PERMIT PLAN SHALL BE REVIEWED PLYWOOD FASTENING: 8d @ 16"OC EDGE,Sd @ 12"OC FIELD BY OWNER'S ENGINEER FOR ADDITIONAL 4).PROVIDE 3•2X8 DFk2 HEADERS OVER AL OPENINGS UNLESS 7).INSULATE CEILINGS //da C`L" ,�-A CHANGES.ALL CHANGES SHALL BE GIVEN OTHERWISE NOTED.ALI OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3JACK STUDS ON EACH SIDE FOR 8 .ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. TO ARCHITECT FOR COMMENTS TO SUBMIT ) GYPSUM FASTENING: No.6 X 1.3/4"SCREWS @ 8"OC EDGE TO BUILDING DEPARTMENT. MICROLAM HEADERS. BATHROOMS TO BE MOISTURE-RESISTANT SHEETROCK. k fi �141 ; 12"OC FIELD Ady F 9).INSTALL SMOKE AND COP DETECTORS PER CODE. il ,t0 fry DRAWN: MII/MS SCALE: 1/4"=1'-0" JOB#: November 10,2015 SHEET NUMBER: REVISION'S: I I i •-------------------------------------- -- ---_-_--___--'- _ ,;---------------- -------- .•-----------+ •-----+ •------------------------------------------ - 9-1/2 TI1210 016"OC C) 114 ; ;, 12 11 1 I 111 11, ROOF AREA:1685.0 SO.FT. I AT 100%WATER RUNOFF:282.0 CU.FT. PROVIDE(2)V DIA.X 4'DEEP DRYWELLS DRYWELLS CAPACITY:338 CU.FT. 1 1,-------------------------•-•_------- ------ 1 '1 1 111 11 1 1 111 \ 1 II 11 I 1 111 1 I I 1 1 1 1 I I DRY WELLS TO BE 10'MIN. AWAY FROM HOUSE 11' 11 I 1 11 I 1 1 1' 1 1 I 1 11 1 11 d o a o Q 1 1 1 1 1 1 1 1 1 I---------+ 11 1 i L' I 1 ------ ------------------ '-•------ -------- •�� "1 1 1 1 1�, 1 1 I > rT�, A y/ F�1 1 1, �______ •____ ..___ 1 I I 1 1 I r O ------ I (DECK BELOW) W 11 1 , il1 1 11 1 1 ' 11 1 T 1 1I 11 t 1 r — J 1 a------------' 1 1 1 , 1 1 11 1 OGEE GUTTER-STANDARD S" NOTES: 1).EXECUTION: I I I�_____________ a_____-_____-_I_____-__________- �12 7 111 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE SEEN PROPERLY PREPARED. I ' '` [`[` ---• I/4'I I I I 1 1 V 1 1 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ( 1 1 1 1 1 ,I 1 I CA v B). PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNCER THE PROJECT CONDITIONS. m ' cl I C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CDNTACT WITH DISSIMILAR i i; l 9-1/2 T11230 (x716"OC ; ; I; ; I METALS WITH PROTECTIVE BACKING PAINT. ) , ,, i , I ', I X C) 3.INSTALLATION: I 1' •- _-_--- I ,I 1 G1 co O A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOt EVERY 40'OF RUN. , `I , , , ; 1; ; I X O 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT]OIN15. , 1 1 I I 1 , ', , + �+ d in e).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I , ,I I I 1 I ;I 1 i d z w U X ACCESSORIES. 1 ,' 1 ' ' 1 11 I Lr) M N B).ALUMINUM:RIVET AND CAULK WITH A BUSEALANT SLIP JOINT I 1 I' ' ' ' ' ,' ' I p 00 CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS:NDICATED.SEAL 1 , , , , , 1, , CONNECTION WATERTIGHT. I , 11 1 1 1 I ;, 1 ( V cn ti 4).PROTECTION; A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROTECT. 1 1;_____ __________ _________ ---___- ' ' _ ' ' I I ' Lo B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I ' ---------------------------•------------------ --- U ' v,� 1 • ----------------------- ------------------- ------- ------------------- -------------------L N a COMPLETION. -I- J � C, ;4 I I I I 1z i I 1/4 W I I oEON, W X 0 IZ ' I E � I/4�% , ROOF PLAN. NW SE PROJECT NORTH N SCALE: 1/4II = I' SW L — — — - - - - - - - - - - - — .. ., �. — - - — - - - - — — T _ — - - - - — — J �A 1).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 1� DIRECTLY TO THE DECK ALONG EAVES. z�..., r 3).INSTALL EPDM(OR EQUAL)PER MANUFACTURES INSTRUCTIONS. d�ti ��'.dna;.�`� ►,. ' DRAWN: MH/MS SCALE: 1/4"=f-o'- JOB /4"=1'-0"JOB#: November 10,2015 SHEET NUMBER: D D -7 REVISIONS: 3'-63/8" 4'-55/9" —61/2" -- - - - - -- - /fill/� { I i i i i i 12"dia.CONC.PIER .' i i ♦,' i i ,.' i Qw/24"X24"XIZ' CONC. FTG.,3' BELOW GRADE(TYP.) Ln 4'-0" 7'-61/2" 8'-101/2" U f 54'-63/4" ' ------ ------- _0"_ •------ '-0" 7'-31/2" '-0" 19'-81/2" '-0" CO 19'-63/4" '-0" ------- --- --- ---------- 24"X24" - ------- ' 24"X24"CONC.PIER REINFORCED w/ ' El •'�•J`�� :(9)#5 VERT.REBAR(STIRRUPS @ 8"OC)c^�° `x ;36"X36"X12"CONC.FTG.REINFORCED- 'w/(6)#5 REBAR EACH WAY TBELOW ' - ------ --------• GRADE(TYPICAL) •--------' •--------• W c B a; Q o 56'-0" w `� � Q O 0 '-101/4." 0 3'-41/2" 3'-3" 6'-83/4" 12'-3" 27'-61/2" ----------_-- - -_ __--_..----- --.- -._.____._---_______....___ ____ _ ____. I D p• p• �• • °o p• Or . qo p. Q• qo p. �• . qo D• �r . qo D• , ° . • o• d ' a• d pd ! ' c• d Dd ! s• a pd ' p. d pd ! ' v• d pd . o• Q 1 , ---------` _--_--_. ------------...----------'----------- --------- ------ 6'—1 ---------- -------- ----- I • 6'-1 ' o - 44,-63/4"_-.___-___-____.._ - • Q j I D . I I • I l !a 1 I a• I , f t I f 1 • f , 1 1 ,• I °, 1 k D, ' 1 �- i I ♦p I M I 4 , f. I a 1 • f ' P. I V 4t 4 co (J� ^� , - . I , i • 0 1 . Q I .A > M D 1 , I 1 ,• I • I i SLAB ON ° GRADE I .o I I • - � H W °• I ; D ' i C7 I aJ c I 1 f I I SLAB ON GRAD QD • - b I N O ' •VL r4bt o.:�..I..P..0�•r 4�. -.r.:� �• I !a I h I �ti 112"PC WALL 12"PC WALLI �- 1 ; °• � ;(SEE DETAI (SEE DETAIL): .. ° Q � 4,, C) d o� Cl "v r cl t � I I 1 A I I ; 4 f , °• , l�1p f •a I Q iPr O l d I I m c7 a7 U 2X8 ACQ SILL PLATE °� r. Mlcl � I D l Q. O' D- ��, . _0_.__:_---_.-�--v---�_--•---'C-7-• --D----_0-• DD4 D ao • - •• D . •v • D .v • O • D - D : ° i Q - mx° o 21 11x _011TERMITE SHIELD, SILL SEAL ------ ------------.----.--- - ---.-- -------__.._ h10" PC WALL, REINFORCED o I f �`� d • . o d ' . A -,P®..per"'. pi., i rr+1r 4..pb.l'. .ire. !D .a o• 4•a Da c• • •�. Da �• • •n. DD . QO •• 4.0• DD • c• • 4.Q. DO • , O 'FG' � � G #4 BARS SPACED @ 12" D D 4 D 4 v D v p v ...N.,. ryZ•� OCOa°°°°°•' °D (MIN.) v••y��'.�. !Di r_.�.0. lrptlr.�r ..C Ss r•O.-.�.O �rpnr.lam r .� •is.!D.r��Q lrpryr.D r .O !Q;' v'o, °q- -------- - ---.--------- I NG .03/4" SUBFLOOR 12"PC WALL 35'-0" OBOTH WAYS (SEE DETAIL) a r v � z Lo U °r" `n 24"X24"CONC.PIER REINFORCED w/ (9)#5 VERT.REBAR(STIRRUPS @ 8"OC) OC 36"X36"X12"CONC.FTG.REINFORCED2w/(6)#5 REBAR EACH WAY TBELOWX4 AC( FJ @16 CRAWL SPACE :______ GRADE(TYPICAL)a PLATE --41/4" DAMPPROOF 2" SLAB (MIN.)CRAWLSPACEd' D° 12"PC WALL 12"PC W LL Lo p• e (SEE (SE-E-DETAIL} ° W-,V E L 1s.`.rO Fn \vGva f ° Q • a ----- --- -- ----------- --------------- --- -- tn - -- ---- - -- - - o' 21'-0" 35'-0" o� N H 36"X12" CONC. FTG. 56'-0" (4) #5 CONTINUOUS AND 70 PERPENDICULAR # 12"OC 11'-73/4" '-0" 19'-63/4 '-0" 10 <( B x ,35'-21/2" 1) 10"THICK POURED CONCRETE FOUNDATION,3500 psi. 4).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT FOUNDATION PLAN N SE PROJECT N 0 RTH BOTH. REINFORCEMENT T AORBE#4 BARS HOOK CED @F 12 TO G HEAT AND CERAMIC PRIOR TO POURING SLAB. . SCALE. 1/4 — 1 5).PROVIDE 2X8 ACQ SILL PLATE UNLESS OTHERWISE NOTED. • � _ 1 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY SILL PLATE TO BE INSTALLED OVER COP -TEX TERMITE SHIELD =i{, FOOTING.FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND FOAM SILL GASKET. W/#5 BARS PERPENDICULAR#12"OC.ALL FOOTINGS TO REST ALL STRUCTURAL AND PLAN CHANGES FROM ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0" ORIGINAL PERMIT PLAN SHALL BE REVIEWED OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BY OWNER'S ENGINEER FOR ADDITIONAL 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE R":� A ® :3 DRAWN: MH/MS P Qrt, �.,�'233 •& CHANGES.ALL CHANGES SHALL BE GIVEN COMPACTED FILL.REINFORCE SLAB WITH 6X6-W1.4XWI.4 WWF. CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL (� .�1 SCALE: 1/4"=1'-0" TO ARCHITECT FOR COMMENTS TO SUBMIT INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS PLATE WITH 3X3 SQUARE WASHER AND NUT. '`• . OF .� JOB#: TO BUILDING DEPARTMENT. ADJOINING WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN December 29,2015 ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. SHEET NUMBER: MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. �� D]flr.-'A' IDDk �J REVISIONS: M OCCUPANCY A ; R V D r� Ptd NCY OR , DATE: P.P.two USE IS UNLAWFUL F- 6._ s60 WITHOUT CERTIFICATENO IF BUlLDii ,:� rnPARiI��=NT AT (� 76 -1802 8 AM TO 4 PM FOR THE OF OCCUPANCY FOLLOWING IN!SPEC„IONS: 1. FOUNDATION] - T VVO REQUIRED FOR POURED COiNICRETE 2. ROUGH - FRAMING 8 PLUMZING 3. INSULATION 4. FINAL - CONSTRUCTION; MUST V'LEC T ICAL BF COMPLETE FOUR C.O. ALL CONSTRUCTION SHALL MEET THE �r'"" "4� k `' '"` 'n �w'tx.- .. REQUIREMENTS OFTHECODESOFNEW 1 YORK STATE. NOT RESPONSIBLE FOR p DESIGN OR CONSTRUCTION ERRORS. '—'—' l'lwi.-IBER CERTIFICA77: M-1 LEAD COAITENT BEFC';^ GO �`,` n!_? C%DES OF — - - — CER77FICA TE OF OCCUPAM';7 I'J l:W '(017.X ST",*',`- & TOWN CODES SOLDER USED IN WATEf. AS REQUIRED ANP, 1-9-QE S't.p$ ySYSTEM CANAf0T , CD J ♦ w HH O O - -� TRUSS PLACARDING RIEQUIRED W W — - - — - -----= PLUMBING ' w _-- -- _ Y W T�-S__i..,_: ErG ;c COVERING a l',f e£R�, _/] Z -. _-- �r er Backfill, o I}0fi0re _I _ Ot rtlflC<`ft1011 N.'vt the drainage has been linst,1lied to Cod►.,, PROPOSED SOUTH-WEST ELEVATION o W SCALE: 1/4" _ .1' > Q U > z � W (� o W o d 0 rnc� 0 O) rn y d xo "o O v o ulv v O � \ - — Lo U C0 m CZ a� v ♦ . . . ♦ . \ N 0 W ✓� O . ♦ J r O . \ . ♦ . J W u t—i O - - — - U) Q N H o C) �m ' V x f~ y,ell PROPOSED NORTH-EAST ELEVATION kip � . SCALE: 1/4" = 1' �4~°r' � �� I` DRAWN: MH/MS � �� SCALE: 1/4"=1'-0" JOB#: August 10,2015 SHEET NUMBER: �.-Or P3A- 1 ". : a� REVISIONS: i17 I a� %v ♦ u zo h-,-zz.- z �I W W , ♦ Q a W „ W O O zo z - - - - H -T, PROPOSED NORTH-EAST ELEVATION 0 SCALE: 1/4" = V Q w � � o0 Wo d L M M ( O 4O sa 4 �y E' � oho L � a U -4 / 41 \ N �AG1 f:. IL foal I N Ch 1— ♦ C/1 , Aj x I r PROPOSED NORTH-WEST ELEVATION IN s SCALE: 1/4 = 1 � -v � ,'� DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: August 10,2015 V , k SHEET NUMBER: REVISIONS: 3'-63/81' 4'-55/8" 3'-61/2" ; 0 ; 1 1 1 1 1 1 1 1 to i -�---i i-_---� i-----i i-�---i 12"dia.CONC.PIER ' w/24"X24"X12" O CONC. FTG.,3' 1 I 1 I I 1 1 1 ------ .--_- BELOW GRADE(TYP.) Lo 1 4v-0" 7'—61/2 8'-101/2" 10 ol 54'-63/4" 1 1 1 1 '-0" 7'-31/2" '-0" 19'-81/2" '-0" c° 19'-63/4" '-0» 10 24"X24"CONC.PIER REINFORCED w/ 1 �'�•°'I :(9)#5 VERT.REBAR(STIRRUPS @ 8110C) ' ^' ° ' •---- "a"• 36"X36"X12"CONC.FTG.REINFORCED ; ° v o ; ° w/(6)#5 REBAR EACH WAY 3'BELOW 1 t'r.• , , , W 1 2/ a B j Z 1 � Q t 36'-0" w CIO Q c '-101/4" 1 33'-13/,, O O I 3'-41/2" 3'-3" 7'-43/4" 12'-3" 6'-101/2" CD A-I N ----- --- ------------------------ - - - ---- -- --------------------- - 4o ------------------- -4o • D - 4• ,._.___S,_ _1 _-_.-, , 4 ,----_.______________.__ ._ 24' 63/4" .� - ----- I I D • , I �' 1 I • I Q I I • I i 0- 1 1 V• I I • I I •Q 1 I �' I �'^ I 'Q 1 I v1 I C� I I p, I i ,• 1 I • I I • Q 1 1 ' 4 1 •--------, 1 4• I t0 1 �' A .y I •4 p 1 y'•�J 1 O O V I ' i 1 , I I 0, I � 1 >', ,�� 1 I . 1 O• , 1 I 1 Q i � ; � I� 1 1 I p' • 1 1 I f 1 ________' /�' I I I • I I �, I ^ rT, ' "2 0 -21/2 W . ^ SLAB ON 5 Z ' GRADE 1 ' I rW� 1 C , It ! ' O • , D I 4 ! 1 • I C14 SLAB ON GRADE • o tD I ,• i ' �. ' N O °' i •Q t� . I I 'O ' • 1 Q I C� I 1 �• 1 V •• I 1 , • p , O .4 ., •D + ' 4 O • o N I D • 1 I �• ' I I •Q O • v• o N O _ ' • I ! � I I �� 1 M \ o Q M M I 3'-3,) 61�„•'0 1' 3)-3„ . 4 m �r ---------_ -- ---------------- ------- ---" _____ _________._- -_-.__ _-_------------ -------.---SLAB ON GRADE,46"h-WALL---- -- . o .- p N 71 • 4 •. p�4 p •v v p - •v '. p�4 p •v '. p"o p - •v '. p 4 p ' ,v 15-0" a o' M •Q N ------- ------- U v 24"X24"CONC.PIER REINFORCED Lo ,•0' A';1 O N 1 r>' , �,• 1 (9)#5 VERT. REBAR(STIRRUPS @ 8"OC) 1 ;;•' ,^ , •., 1 1 N D a° e - 36"X36"X12"CONC.FTG.REINFORCED 4 SLAB ON GRADE I ; O w/(6)#5 REBAR EACH WAY T BELOW d 4 I GRADE(TYPICAL) 1 -41 r I I I .• i I NO I I I • 1 I i I _ 1 1 I 1 •Q I w 1 I 1 1 H _ I ` i I d r 1 ' 4•v __:"_..'.p-o--- p - •v---_:=:-oD4----v- -,v-_.__:'.•:_--a__._'_p - •v )DV I O 219-01) 15-01) IM 10 N H 36'-0" d 11'-73/4" L'-0" 19'-63/4" '-0" B x 35-21/2" ' FOUNDATION PLAN. E 1).10"THICK POURED CONCRETE FOUNDATION,3500 psi. 4).VERIFY WITH OWNER IF BASEMENT SLAB 15 TO HAVE RADIANT NW SE p ROJ ECT N 0 RTH BOTH WAYS,MIN.3"WALL NCLE RT TO B(TYP.)BHOOK INTO FOOTI ARS SPACED @ 1211 OG HEAT AND CERAMIC PRIOR TO POURING SLAB. i i SCALE: 1/4" = V 5).PROVIDE 2X8 ACQ SILL PLATE UNLESS OTHERWISE NOTED. 2).FOUNDATION TO HAVE 24"X12 CONCRETE(2X4)KEYWAY SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD �, ',� Q FOOTING.FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND FOAM SILL GASKET. N SC/y � W/#5 BARS PERPENDICULAR#12"OC.ALL FOOTINGS TO REST el ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0" "° @° �j/5 �v OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR � � �. f+. ., .• f 3,,Q DRAWN: MH/MS 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE °:: ``' •'_' COMPACTED FILL, REINFORCE SLAB WITH 6X6-W1.4XW1.4 WWF. CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL N , ,1,.. SCALE: 1/4"=1'-0" INSTALL I/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS PLATE WITH 3X3 SQUARE WASHER AND NUT. JOB#: ADJOINING WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN August 10,2015 ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. {rr«�.• w Z�39A D�f SHEET NUMBER: MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO �•'..—OF N_ MORE THAN 16 FEET. ''"k""'"•-""' RF,VISIONS: 4'-0" 4'-0" 4'-0" 6X6 ACQ POS 2X10 ACQ GIRD 1 I I .)2X10 ACQ GIRD 12"dla.CONC.PIER 1 (TYPICAL) ,I 1 1 I I (TYPI AL) 1 3'BELOW GRADE 1 1 I 1 I 1 I (TYPICAL) I I I 1 I I I O 1 1 1 1 1 1 L 1 ' 1 0I I , I I , 10 ------------ ---------------7 1 I , ' 1 I 1 I , 1 1 F -------------------- ---------- _-'_-------------_-_ 54'—13/4" , (2)2X10 ACQ GIE DER(TYPICAL) ----------- I I 1 I /" 9'-31/2" 21'-81/2" I I 21 -63/4 1/2 1 , ---------- f " ' f 10 1 110 F - --------- 1 1 tl\ -2 (2)2X10 ACQ GfRa=t%L 13 r- - - - - - -HSS 5X5X1/2 COLUMN' ' ' ' ' ' - _r - - - - - - - - - - - - - - r 1 1. • _ . — . . . .r_ . �. I Q ' POST TO BELOW , 1 ' ----;HSS 5XSX1/2 COLUMN HSS 5X5X1/2 COLUMN ' BOXED IN P,) (4)1-3/4X14 ML GIRDER 1 1 , (4)1-3/4X14 ML GIRDER HSS 5X5X1/2 COLUMN � ; ( )(Tti, 1 ----� `-----� POST TO BELOW POST TO BELOW POST TO BELOW .i■ L PMN (BOXED IN) (TYP.) I (BOXED IN)(TYP-) (BOXED IN) (TYP.) I I, ■ Ij 1 = SII II W z c CAR PORT W I I' II IM (2ND. FLOOR ABOVE) I I I I DRL 2X12 ACO DI I I Q II I � SII 14"TJIS60 WOOD-1 F1 016"OC DEL 14"TJIS60 WOOD-1 F] 0_16"QC � I I W o 36'-0„ 10 I 10 '-1a1 " 3'-13/ ' o I I o a O (DOOR) 10 � ■ � u � I i O w Q I ' " ■ ' " I HSS 5X5X1/2 w N 2ND.FLOOR FINISHED FLOOR _ \ z I I 5 -O 15'-13/4" 13 -0 I I ■ HSS 5X5X1/2 HSS SXSXI/2 f ' LL _3.Q ._... .. a'-- X J n' LLU (3)'1-3 14 ML_ (3)1.3/4X11-7/8 ML HEADER n 1 w/ 2j$/ EEL -j W I I W , I N _j 4 ,..l' X o _4 6' Cl1/2" "' M^ 24'-91/2" I x to W -- ------__ ■ -- -' --------- v 3 I I I I Mr ____ ___ I W U P ; -� I� OI ems- -CO I I I X Vii" HSS 5X5X1/2 COLUMN Q , ' h POST TO BELOW4 [DIn (S� N I Im (BOXED IN) (p'P•) --'-'I' �} > y m oF Na z X10 I I A x _ LA Cy Lu J ' \ V' M~ J I o a■ ST 1 WELL W ' - I i I rn I� o �✓ z ' I T h (2ND. DECK ABOVE) I I � ■ N 10 14"TJ1560 WOOD-1 F] e16110C N I O ,QRL � I , W '�•, � t � ' HSS 5XSX1/2 d' r I W 9'-43/4"10 STUDIO II - wdw " I I � ST.FLOOR SLAB FIN.FLOOR a `' LL `! O � W , ■ I L , O r, CN STAIR SECTION y , �; CLOSET , I I , N VERIFY STAIR LAYOUT PRIOR TO CONSTRUCTION I I I ■ I X ` II ■ I o � M ! ■ I I �},cn rn fc," G o h d I I -_ I X Lo 3)2X10 HDR (3)2X10 HDR 2x8 Exterior Wall WALL II: C� ^ o ., HSS X5 N HSS SXSXI/2 I I �" 0e. N HSS SX5X1/2 I �c ■ w *' I z UIn 'aj f , I 31-411 /-41 X ''`I fl , p •u `�. ■ ;� i ,~ bA C?`` o i (2ND. DECK ABOVE) N o I o FRAMING: 2X8 DF#2 @16"OC I I p ro -I o ----• Ln -i--I• `� �� , , HSS 5X5X1/2 COLUMN ;- , 5 HSS 5X5X3/8 ' ' POST TO BELOW ' ' In U END WALL POST: (3)2X$DF#2 "" �d rc� " ^ .N �N � M POST ABOVE w _ _ _ _ _ _ _ _ W12X45 STEEL GIRDER _ _ _ _ 1 \ _ _ _ _ _ _ _ (BOXED IN) (fYP.) , .-- - •-- - cV G a� HOLD DOWN ANCHOR: SX1INDOW AND DOOR OPEN NGSDON STRONG TIE HDU AT ALL I N OI ,1 �+ W OR AT 6'-0"MAX. a , it O� 12 —73/4 21 -63/4 1/z' °x MUD ROOM I SHOWER EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD Q X35'-O" M N " INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD p m I U) HSS 5X5X1/2 I ' (3)2X8 HDR (3)2X8 HDR TEMPERED PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12-OC FIELD I ■ GYPSUM FASTENING: No.6 X 1.3/4"SCREWS @ 8"OC EDGE0 12"OC FIELD A41 A41 O 4'-0"x 2'-0"/s" 4'-0"x 2'-O'/a" 4'-3" L 12'-6" 4'-3" 21'-0" 15'-0" lie 36'-0" 20'-0" Q E B 1ST. FLOOR PLAN- NW SE PROJECT NORTH SCALE: 1/4" = 1' A SW 1).PLATE HEIGHT AT 18'-9"+/- (FINISHED FLOOR AT 20'ABOVE GRADE). 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE � ^ ..r:a3 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING �< 2).EXTERIOR WALLS TO BE FRAMED WITH 1-3/4X7-1/41.55e TIMBERSTRAND HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. � C�\i 11 I scZCOY J<11 1 LSL STUDS AT 16"O.C..SHEATH INTERIOR w/5/8"CDX. � 0\' 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS. 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 8).INSULATE CEILINGS. }� , ,°' ra 'I;.j DRAWN: MH/MS BLOCKING AT 8'-0 O.C.AND MIDSPAN. � SCALE: 1/4"=1'-0" 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. JOB#: 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS BATHROOM TO BE MOISTURE-RESISTANT SHEETROCK- ^�`. z233q -� OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS �'¢, August 10,2015 � ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).INSTALL SMOKE AND CO DETECTORS PER CODE. OF N �a SHEET NUMBER: MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN PLACE WITH PLATES AND BOLTS TO STEEL BEAMS. REVISIONS: -------------------------------------------------------------------------------------------------------------------------------------------------------------------- I 1 + 1 , 1 1 1 1 1 ' z I 1 1 ' O w , 1 B 1 w , Q a 1 ' W1 ' V1t � 1 1 33'-13/4" rT 1 , O (� 12'-13/4" 5'-4" 5'-4" 5'-4" 5'-011 01 + 1 I , 1 + AXW41 AXW41 AXW41 AXW41 i 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" ' , 1 1 , 777711 1 ' (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. I 1 1 1 , , I I T I + 1 I X 1 1 I N x < 1 + I 1 7 1 O 1 I 1 [] 1 O a ' A in STAIR in XA y '_ 1 WELL I I Q 1 I Iz 1 i 1 1 X d I 1 Rt I ` 1 I I 1 J OPEN 1 o 0 o TO cV , Ur 1 BELOW ' ' DECK ABOVE o ' Q 1� t I I N x < 1 1 Ln 1 1 I I 1 1_h Q 1 1 p[ t Q 1 X N X 1 I 1 r d x N I I 1 t R M I 1 N x < 1 N 1 I I I C7 0 O , STEEL CONTAINERS i i Ln + O � m 0 O 0 a-' ABOVE (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. 2 ; ; v 1 X O tCIS -' -----------------------•- w � 4.0'x 2'-11 15/16" 4'-V x 2'-11 15/16" 4'-0"x 2'41 15/16" 4'-0"x 2'-11 15/1 1 '� v v AXW41 AXW41 AXW41 AXW41bb SHEAR WALL ; "S 1 N' DECK ABOVE v 1 1 t .af o Cn ❑HSS 5X5X3/8 F1 , N v ^� •--------------------------------------------------------- --------------------- ----------------------------------------------------- W FRAMING: 2X8 DF#2 @16"OC ++ + ++ ++ ++ + ++ 5 -0 5 -4 5 -4 5'-4 5 -0 END WALL POST: (3)2X8 DF#2 26'-0" HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL 70, W WINDOW AND DOOR OPENINGS OR AT 6'-0"MAX. H E (, EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD °'';, B 1ST, FLOOR PLAN. N SE PROJECT N0RTH °INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD (n SCALE: 1/4" = 1' B sW PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD o� N GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE H 12"OC FIELD V U) C% ~ ^,����►�` DRAWN: MH/MS SCALE: 114"=1'-0" JOB#: August 10,2015 SHEET NUMBER: . r '423 �- REVISIONS: DN ----------- aB B ----------- 32'-7" ----------- I 20'-61/2" 12'-01/2" I I I I W CXW235 � 5'-11%"x 3'-4 13/16" O I (2)2X8 HDR. O 13 -33/4" 15'-71/4" in i 1 ^ r� M _ Zn � - I 7 ry N �i 1 n 1'--a 0) !AO Cil -� 00 , I 1 C� (D I I O I I "' N BEDROOM No. 1 '-'- M m o I KITCHEN ° Ln M W � z MM M X X V CV -N 2 -31/2"9-1/2 T1121n na 16110C N ------ O W 0) a% ti v i 0 2'4 VV _---- 12'-113/4" 2'-6" I T� C d I V1 r � I u X N rj BATH No. 1 M O m � ID ti 1 F+V 1 ){ O c - '' DINING ROOM co N w -cl I I N [] lT \J A STAIR WELLNI \ _ A O ki N N m = cV x x a o I p v _ � X rn I i O /Vf , V LD BATH No. 2 i DECK 00c) cx) N m 2'-4" o 9_1/2 TI 12 10 01(,QLD �0 � LIVING ROOM N v m MO fl1 U 13'-33/4" '-31/2„ M 9-1/2 T_II23n OCx ZD pr) To O .f Mz °' BEDROOM No. 2 I I x X i O w u N op ; ; 2 Ln -.t. O I I N-i bA (J 00Ln I m i end y c� Ln U (2)2X8 HDR. ; (2)2X8 HDR. ' ' + r.J N TO 4'-111/4" T-11 Y4" W 25J-21f FWG50611R FWG80611L P-' 010 01 0 I I un LO W H 'd SHEAR WALL 10 -11" 13 -11" 7'—9" 70, u 4 O 32'-7" 21'-63/4" N FRAMING: 2X8 DF#2 @16"OC E END WALL POST: (3)2X8 DF#2 2ND. FLOOR PSE 4„ _ PROJECT NORTH HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL B SCALE. 1/ 1 SW WINDOW AND DOOR OPENINGS OR AT G-0"MAX. 1).PLATE HEIGHT AT 9'-2". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE x APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. QI 3). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS. ° INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD4� e� el 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 7).INSULATE CEILINGS ! " c, PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD OTHERWISE NOTED.ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS a� �' ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. A,r GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE MICROLAM HEADERS. BATHROOMS TO BE MOISTURE-RESISTANT SHEETROCK. � �� a 12"OC FIELD �.' ,�:, 9).INSTALL SMOKE AND COP DETECTORS PER CODE. DRAWN: MH/MS _22-°' •. -1,r` SCALE: 1/4"=1'-0" - � F=�W EY`� ;�`�` JOB#: August 10,2015 SHEET NUMBER: REVISIONS: I � I 1 B ----------------------------; -- ----; ;----------------------------------_---------- o I 'I 11 1 1 1' I all 1I' 12 11, 114 1 1 1 1 1 11, , 1 1 • 11 1 1 1, I 1 11 1 ROOF AREA:1685.0 SO.FT. 11, 1 1 111 AT 100%WATER RUNOFF:282.0 CU.FT. I 1 PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS DRYWELLS CAPACITY:33B CU.FT. 11/ 11 1 11 I 1 I I I 1 1 I r DRY WELLS TO BE 10'MIN. III 1 1 I I I AWAY FROM HOUSE i �; „ 1 1 I 1 1 O C O O 1 11 1 1 'll a 1 ---------- ------ _ _+------ ----------------------------- --------- Ito -------------------- -------------------------- I-, 1 11 � I,J 1 1 T 1 C ;1 A I11 11 I IM 'I1 I � o I I. 11 I Ir II I L ' (DECK BELOW) o It- -------------- -------------- - OGEE 1,-------------OGEE GUTTER-STANDARD 5" NOTES: 12 1 i 1).EXECUTION: 11 ____--____-_� _____--_-__.____________________' , ✓ .11 O ------------------------- -------------------• 11 1 r--i A).DO NOT BEGIN INSTALLAI/4 TION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I , ,, , ' i 2).PREPARATION: I I I 1 I I I fn N (D (rl 1. o A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I I 1 1 ' ; I I C7 aj U B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ' '' ; , ,' ' I t\ r U ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDMONS. I ' '' , I 1' ' I X �--�; Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIM,[LAR i ; 1 1 1; 0 ce-4 I~ METALS WITH PROTECTIVE BACKING PAINT. I 1 ,1 ' ' ', 1 I CA 1100 .O 2 X O m 3.INSTALLATION: 1 .-----+ 1 I; ; I �1 ® U3 A),PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. to V I 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. I , ,1 ' ' ' ' ', I I C) x a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I 1 i l ; ; i 1 I �/ u ACCESSORIES. biD da U B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT I ; ; I 1 1 1 1; I 4c, CONNECTORS. c6 U 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. Ln U r- ; (0, ~ U7 4).PROTECTION: VI IG 00 I , t l 1 1 1 A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OFPROJECT. , -- „----__ _-------_-_- -_-___ `_____- _--..-_-_,._________ -�+ B).TOUCH-UP,REPAIR ORREPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL .________________________ _--_--_-__-_-____ _..--.-,- ------.------.---__-----.-------------.. J COMPLETION. I W I I I I I I 12 1/4 V u I W o � H I ( Vo I � x ua IM I U) I 12 I E Q 114 i ROOF PLAN NW SE PROJECT NORTH N SCALE: 1/4" = 1' I I SW d 1).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. U 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND U) DIRECTLY TO THE DECK ALONG EAVES. �4 3).INSTALL EPDM(OR EQUAL)PER MANUFACTURES INSTRUCTIONS. L!x e•.�" f" N , '_ :•.:., `� DRAWN: MH/MS SCALE: 1/4"=1'-0" August 10,2015 Kir SHEET NUMBER; REVISIONS: 12 1-3/014 1/4 EPDM ROOFING ML RIDGE — - — - — r ------------- 9"I?2Y171230@16"0E----------- ------------------------ I O + I N o I SPRAY FOAM WATERPROOF CD INSULATION ETWEEN JOIST; M 3/4"SUBFLOOR '5/4 DECKING 14"TJ1560 FJ @16"OC DBL 14"TJ1560 WOOD-1 FJ @16"OC § ,` DBL.2X12 ACQ DJ @16110C (4)1.3/4X14 ML (4)1.3/4X14 ML w/(3)V STEEL w/(3)V STEEL w` 1 I I x O 1 SEE FLOOR PLANS FOR HSS 5X5X1/2 COLUMN Z A, *m STAINLESS STEEL IEE) 0�0 SHEAR WALL _ TO B01 ELOW oRGALVAN (BOXED IN) (TYP.)WOOD SCREWS w/ WASHERS D IDC. OH Z+ p o 12"D.C. i - i ' I - i I - i I I - i I � ► _ I _ � � I I � I p H 1 I I I I 3/4"APA PLYWOOD W } } jJ SHEATHING APA RATED SHEATHING / / 1 GRADE P— (ALTEP.NATIVIVE:7/16"O.S B.) ( � I 1/2"APA RATED SHEATHING / -------.--.— I I ® I I I I GRADE PLYWOOD / I I (ALTERNATNNF•7/IE•O.S.B.) #1D STAINLESS STEEL / ( / I / / I J I / I -• OR GALVAN ZED 2)(4 DF#2 I I I WOOD SCREWS W/ STUDS I // -_.._-...._�..... WASHERS 0 12'O.C. TY�PICfAI LI-DO�I O11I II S I � IN(IGI (/�-�'�I 1 \I 1/ •1 I I I • f rI ,s I II I I'fI ' + I (I lI ti w dlO,.q v•'.•d 4• • .. ;O:•0•q;''••d•n•. . .. a 4"CONIC.SLAB WINDOW SILL iTYPICAL WINDOW OPENING . . .. . •. . .. p°•,::oq'�10• d♦o ._—__._.___--_"-_�..1 •y e•v,,o','; o. 4-, (I (LESS THAN4'-0X8'-0"OPENING) 1BSTAtNLEsssTE�L 10"PC WALL,REINFORCED ORGALVAIZED BOTH WAYS 24"X24"CONIC.PIER w000sEWS O #4 BARS SPACED @ 12"OC 9O#5 REBAR.STIRRUPS RS I @B OC) ► r PLYWOOD ASSEMBLIES OPEN (LESS THAN 4'-0X8'-0"OPENING) MULTIPLE •.`'v.•Qv•1 •d i 2 2xANONusOLTSW1 WASHERS 3 #5 CONTINUOUS i. TOGETHER WITH STAINLESS STEEL 36"X36"Xl2"CONIC.FTG. oaGA2vINrzeDBOLTsw/WASHERS 24"X12"CONIC.FTG. p O AND SECTION A-A (6)#5 REBAR EACH WAY w TYPICAL MULTIPLE OPENINGS PERPENDICULAR#12"IoC (MORE THAN 4'-0X8'-0"OPENING) = WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: 1/4" 1' AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) W WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" u AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO W COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. r O HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �T�1 O_ a 9-1/2 TJ1230 @16"OC u 1 0 ti N In M 4 p I Q c v 3 3 11/4 11/2 11/4 11/4 11/4 11/2 11/4 k O } 44 t LAV. s. LAV. SINK ..� {,.(cj�, ' W.C. W.C. cj� G V t '�' � SH ER BAH 3/4"SUBFLOOR - - - - - - - - 5 O 11/4 32 2 3 2 1 1/4 C.O. C.O. () m +�+ 3 C.O.( 3 DBL 14"TJ1560 WOOD-1 FJ @16"OC (4)1-3/4X14 ML 't 300 N � w �I 11/4 11/2 O 13" O 77 77 F.A.I. � • SH ER HSS 5X5X3/8 BOXED IN [-� 2 C.O. 3 U SEE FLOOR PLANSO U) a — FOR SHEAR WALL TO APROVED CD �y SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM N TRAP HOUSE W12X45 STEEL BEAM HSS 5X5X1/2 COLUMN oCJ I POST TO BELOW [� PLUMBING SCHEMATIC (BOXED IN) (IYP.) N.T.S. o I u o � — - - — � • •. •. � •. e � r.���v.� — - - — -` r'..rm"�n';;..e'er. .(,� �C'II-+'r .. . . . . .. . . . . . • . . . . .. . . . . . . . 10"PC WALL,REINFORCED 24"X24"CONC.PIER p .o #4 BARS SPACED @ 12"OC ,D,; Opti (9)#5 REBAR,STIRRUPS '°;•o° : / BOTH WAYS @8"OC) o....•e' e r OV, r•.d q o.• •.d •••.d C kL D• ►v r••.d , 1�. — - - — e•v• • ► p'o•• s•o•• . •g p�..o} p'oA• f ��� �� F �' rte' ��a . DRAWN: MH/MS 24"X12"CONIC.FTG. 36nX36"X12i CONIC.FTG. • 1 SCALE: 1/4u- 1-0" (3)#5 CONTINUOUS AND (6)#5 REBAR EACH WAY PERPENDICULAR#12"OC JOB#: � � �� �•.ayes August 10,2015 SECTION B—B 1 �O�' SHEET NUMBER: SCALE: 1/4" = 1' A-8 REVISIONS: NYS EOPMOERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE ; WINDOWS AND DOORS: 42,6.,, INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, 4. ` "e. "° version, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: y N' 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. C '" 11,11111 Tl << 14 s C a-1, 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS 1N BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: Project PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. 'Er., Igy e: 2010, New Yoric Energy" Consenration, Cn ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Sa ..Falk County, 'e k � U BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. ils `Sin. a-fily � a RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): ! - �,,� CIO fle „ Conte. ioFT RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS. ALCSN6 ` Q CONTACT" ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. conditior,,ed Floor Area: 0 ft2W � INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. V) � SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS I zing A:1e'a, Q STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: a OF ate one: 4 (5750 ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Q W BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: F.--rinit Number: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. o.,�-1 - 7w (hv ner1A,g ent; 1 men Con r: ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: Y � `"r ��� ,- HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. ect IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. - - LzDx ,533 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. CutCho ue.' NY 223-:115 TUB/SHO`NER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. 3 71' -19310 W PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES s �. INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: "" � � O HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 1 . SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WlNDWA H1N G. x.,.,%,..rw.va.i,G:,.z.es:,.,. `Mmomrw�.w.w. .,M,-n,�r�vS•. , ...7;':'i,>�: . ..., , . .....:.,f.- .h, ,,. ,:,,..�.Y....,- . •.' »r.rm:,,.. ,-x>'t><..:1... y t> .. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. ✓� HVAC SYSTEM EFFICIENCIES: fi>r � :: q 1',.&M--6 setter -2n .T ,:'� '��a�PI�I. rn ` : 59'x" '*1 aur .A: 7 � 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE ll THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN 1N BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. „ - �r. hors ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL I ol!S Nor,- i rt �^�� �? crrt MINIMUM EFFICIENCY STANDARDS. y usATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE HVAC CONTROLS: CEILING WITH ADHESIVE. W CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM �, As-Sem , ' CONTROLS MUST INCLUDE THE CAPACITY TO BESET TO 55 DEGREES OR LOWER � (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL PIPE AND DUCTS. , ,t.. . ", .; ;3 . SEAL ALL PENETRATIONS THROUGH BLOCKING.HEATING AND COOLING SIMULTANEOUSLY MUST HA E A TEMPERATURE RANGE (OF . c� . •A..,,�.,,... 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO LEAST 5 DEGREES WITHIN XJHICH CA „ . ,- LLS FOR HEATING AND COOLING ARE EITHER ., ._. , ... , ,�4 ,,, . �., ISOLATE THE FLOOR SYSTEM AND RED _:. „ :: t w. # REDUCE POTENTIAL PROBLEMS. „; �> : ., .> , ,�. ,, .� ..,. .. , ,�_ .,� ` ,:. „.!<r - ,,.,a, n,, 4 F ,,. q a SUSPENDED OR REDUCED. SIMILARLY HUMIDISTATS MUST HAVE THE CAPACITY TO . :,.. , ,,P,.:. z�-., , r{4,w y • r , PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE ILL,.:au,., ka aw,:,,�:.,u'�.,•.w.:«.:,.rew✓..:�t...' 2, ,,'s.'. . <kDROPPED SOFFIT ON INTERIOR WALL. y »` t, HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT �` n ..� TEMPERATURE. Floor L> 1"- '�r�d .' 1 � �.' x.47 x.0.0 .702 103, TOP PLATES. , o ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN nsr�I' is - d'ept1: , .f VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR N v 1~ GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. INTERIOR SOFFIT ON EXTERIOR WALL: Wan l: " � Fim 19" V.C. 2,3GS 43.0 0" _04 �r � r G o 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. o ; DUCTS AND PIPES: 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE F as � o FRAMING INTERIOR SOFFITS OR UTILITY CHASES. I endo 2: '�ood Frame: le � 'R 'ith `"E 22'2 0.25D 2" DUCT AND PIPE INSULATION 1S REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN O 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE �yc +� 'pry v R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). o Z 00 KNEE WALL SUPPORTING ROOF: en ti+ u DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1)m SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO sr 2: :d id 144 .50D 72 � �. MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 1F HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 2)• IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. 'lel 2: 1� 'c F "} , ` S' ,G.C, 1,,2 p, 12„0 0. 0.02 21 � U v.� � BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. N a� E R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR +t o w � �1 p�A Min f 2: V�mod Frarr e.0 Ie faun . ° . -E :.22: 0.230 35 4 DUCT SEALING: INSU�A"Tf61y� �TE' DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL r 3: liz 2 .: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: • SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND Ceti'{n i VO.t 7I�n or f-=zz T z� , MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: The 'r1� �z I u„ ding design described here iz cor rsten r -Ail- , ,�� ��i : �� 1-�- r z ec •on. ,, a er� V INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING 0 SEALING. � 1 I ti�►r u6rr d I, � permit � Iicaiion... T�h� se, I�1 din hl �^.n desiq �d r-asst°tile' ID ew `orik } : _�• � AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD 8E 1N CONTACT WITH THE DRYWALL R PIS � ' ' �. ,� OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. Qnze , `ert -0wx�"'°t-ru, : on Code re,=ir=1' enl= n ;fi c �c ` `r=1�11n 4.9.E comply with the ands re 1.:1t, i an RzteE"� � WRITTEN MATERIALS: � � �, hq d � WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT C Rr=sc eck IM57"P-nct n cher -Jilt WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES; TO SUCH MATERIAL 1S ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES: CUT AROUND p� ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS h,e e - 7itle .5 t e REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT V DOCUMENTATION OF R-VALUES: THE FAN ,ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. 1F THERE IS A GAS RANGE. ACCESS OPENINGS: -�-;��,ii VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE Pro" cam' I'i Li'I '� Q a` ': 0311611 S MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. THE REQUIREMENTS CONTAINED 1N NYS CODES FOR DETERMINING MECHANICAL Data Mie;na a a `,ra i r�,ry � e:j7' #.ESche A 'U --CKU-r Page., 1 °a.f 2 VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM + 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. e,"° �IN S INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVEA MIMI M1 Im-VENT11 ATION RATE OF 50 CEM INTERMITTENT OP 90 CEM CONTINI 1016 ' 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. DRAWN: MH/MS SCALE: 1/4"=1' JOB#: :' g3 August , ENERGY COMPLIANCE BASES N SING CLOSED CELL SHEETNUMBER: r SPRAY FLOAM INSULATION AT R6 PER INCH. �',tea,..v,. r` : � REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN RAFTER WALL STUD ENDWALL CRIPPLE STUD . •• BOTTOM PLATE oRIDGE LEDGER BATHTUB HEADER : DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1S'. ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATICH SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP / g g / JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. AlICHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC W WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR 0 �, METAL STRAP CRICKET AT TOP-SIDE OF ••• VENTILATION CHANNEL � C7 CHIMNEY AS REQUIRED RIM BOARD RAFTER RAFTERS MAINTAIN W U SILL PLATE(S) WALL SHEATHING % VENTILATION WOOD JOIST u ' ' ' ' • ' ' • ' SIDEWALL FLASHINGIN • BLOCKING I-OUNDATION - - - - TOP PLATE ``� - - - FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O O STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER �..{ THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH tCONTIN.-�SOFFIT / EXT. PLYWOOD ON ALL OPENINGS ��� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ' ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS INSTALL 4'0" O.C. 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWII ANCHOR CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL ,' , � ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT w / OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES O RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME W EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q z WOOD JOIST ol V W 1 TOP PLATE GIRDER/HEADER SIDE WALL FLASHINGC7 1ST. FLOOR WALL STAPPING T WOOD JOIST BE ATTACHED TO WALL STUDS @48"OC O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD t\ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES 50 RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION > 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" V RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'D" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ON ALL OPENINGS PLATES TO EACH STUD 0 DBL. SILL PLATE G `~ TERMITE SHIELD I �-- '- SUBFLOOR C-4 G SILL GASKET WOOD JOISTS c*) j ai ov ' NEOPRENE - m r' ♦ CONC. SLAB GASKET -�. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE rn $ 4 1'YP. CONC. FOUNDATION n ' >� v C 6 MIL. POLY V BOLTED TO STEEL BEAM WITH O DAMPPROOF EXTERIOR GRANULAR FILL ' � ` ' I 6MIL POLY ON EXTERIOR V 1/2 " DIA. BOLTS @ 48" o.c. STAG. w = M STEEL COLUMN I a 60 u \ o ♦ ^' p •c�'' a ♦, ROOF JACK , STEEL BEAM C CONC. SLAB v Gcl ° A o 'n4" x 1/4" x 8" STEEL ANCHOR BOLT EMBEDMENT: r+ Q ,a _o POURED CONCRETE: 7" ROOFING LAPS ` , ` COMPACT FILL m V i 1 i B LOCK WALL: 15" I TOP AND BOTTOM PLATE In U KEYWAY FOOTING o /� _ ° d ° 1 p FLASHING AT �� / N v � .o C'^ 4_ n , ^ SIDES AND TOP WITH 1 2" x 6" ANCHOR BOLT r ° N CONC. FTG. l•p • Q p G o' 1 2" GROUT ANCHOR BOLT CONNECTION USE(USP LB S58 ORB 583)ERS � t / W p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT i I i 3" STEEL COLUMN DRAIN TILE Ir p ► ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL W SILL PLATE To FOUNDATION 2 STORIES 36" OC H TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. r-+ WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCU SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL C) t!1 SUB FLOOR CONC. SLAB 6X6 10/10 WWM GARAGE JOIST II DOOR FRAME � COMPACT FILL , I i I (DOOR USE 2X8 STEEL BEAM 'd FOR BLOCKOUT 4" SLAB = W/ 6X6 WMM \ I I SLOPE U • P.T. PLATE 4"DRIVEWAY ---� NOTCH JOIST AND ADJUST HEIGHT cJ� 1/2" AIR S ACE �`� < 1 0 < ° ° f "- • (WITH A NAILING PLATE IF NEEDED) AT END AND '�k7 1 `" ° e °' ° TO BE APROX. 1/2" OR HIGHER THAN ES, !• p ° e' . o . STEEL BEAM a F WOOD • _ _° OALLOW FOR LI ` BEAMS a0 (PROV DE STRAPPING T0KEEP JOISTS AGNED) G D ��� , 6X6 W.W.M. to O 'p 12" o �,C o C d = 4 p p a 11=I1 �- SUBFLOOR 'A A'a A'a /�'i ° ®„NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -u • ° � o II=I �— MIN. »S'° r ° REINFORCING BAR n NOTCH EQUALS 1/4 DEPTH OF BEAM Ijl�l e 4 e,o 01ST kntg;; . +A �` REINFORCING BAR e s 1 o —� J DRAIN TILE Ir�—y� I _ it c« 'cr•/ ° !° SHEET METAL / 30# FELT UNDER BEAM AT POIfJT III ' L�_ �° C. a STEEL BEAM et '' S Rc 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK il—III—II a I-III-T! �� Cy PLATE (BOLTED TO �� c ° a 3„ g• TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM GJQ , DRAWN: MH/MS REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM i�� r, GARAGE DOOR BLOCKOUT +; '�+ '���''� � ! SCALE: 1/4"=1'-0" JOB#: BEAM POCKET ,�. � �'` '� ��' August 10,2015 SFIEETNUMBER: A- 10 REVISIONS: \VIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. `�— 4"MAX. 4"DIA.MAXIMUM 4 DIA. MAXIMUM POST GIRDER/HEADER 0 _Z POST/COLUMN « Y �?, 12"X12"X12" A Y Y A mmmmwl.-1 Ll CONCRETE FOOTING at A« « a`e r Y Y \ M � � « « DECK POST FTG.CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING W USE MIN. (2} 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS Cn 1-1/2"SPACE MINIMUM Q z HANDRAILS GIRDER C U POST ' 0 N GIRDER/HE)ER c a Z POST/COLUMN •Y `'"Y �y/ U BALUSTERS RIM/DECK JOIST o CONCRETE PIER Y OPEN BALUSTER ATTACHED TO WALL Y HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"INLOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER O TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL Ca 2 -1/2"DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON �✓ UNDISTURBED SOIL(ORGANICS REMOVED) > W CONNECTED TO BLDG. @32"OC LEVEL BASE V A W STAIR TREAD G o FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN BRACE TUBE O RIM BOARD o c 'I''�` FILL AS PER MANUFACTURES'INSTRUCTIONS FLOOR FRAMINJG ^ o STRINGER 2x JOISTS III III III III=111 III 111-III=111=11 BLOCKING FOR14 JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS LOCATION USP NUMBER DESCRIPTION APPLICATION RIMJOIST/BD. 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND o LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE �, N FIT CONSTRUCTION TUBE AND PLUMB a ° BRACE TUBE p / x �n v FILL AS PER MANUFACTURES' INSTRUCTIONS O can, ro a a, w 1 = 1 =II =11 = 1= 11=II=1I =III= 11= U -111=III_111...III_III_III_III=III...111=11 C) 00T . • WOOD JOIST R WOOD JOIST JOIST Ln U c` `' BLOCKING CONC, PIER FOOTING (zU' BIGFOOT SYSTEMS FOOTING FORM N o W GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN ^� WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. W H ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND THE PROPER STEEL CONNECTOR. IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION JOIST TO GIRDER/HEADER RTI TYDOWN ANCHOR CONNECT TO EACH JOIST USP NUMBER O DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS V TO ALLOW FOR SHRINKAGE. t!1 H HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE All required handrails shall be of one of the following types 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. NAIL or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY SPACING NOTES JOIST TO: PER TOE V 1 .Type 1. Handrails with circular cross section shall have an 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 4-8d COMMON yp SILL,TOP PLATE OR GIRDER JOIST NAIL Girders on concrete piers shall be anchored with proper steel connectors anchored outside diameter of at least 1-1/4 inches and not greater P P p ,Y into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE than 2 inches. if the handrail is not circular it shall have a g TO JOIST 2 -8d COMMON � END NAIL perimeter dimension of at least 4 inches and not greaterGROUNC WIND SEISMIC FROST WINTER ICESHIELD ., 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN WEA7HERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT 2-8d COMMON dimension of 2-1/4 inches. Use a minimum 1/2 dia x 7' long anchor bolt with washers and nuts. Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO JOIST END NAIL be 4 ft, below grade. BLOCKING TO: EACH TOE MODERATE SLIGHT TO 3 -16d COMMO 2).Type I1. Handrails with a perimeter greater than 6-1/4 4). Deck joists to have blocking at 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL inches shall provide graspable finger recess area on both ) ) g TO HEAVY MODERATE LEDGER STRIP 3 -16d COMMO EACH FACE ,� sides of the profile.The finger recess shall begin with a 5 .A minimum of 10 inch flashin shall be installed between the buildin and led er. TO BEAM JOIST NAIL iL. �j g g g F �A distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOIST ON LEDGER PER TOE 3 -8d COMMO portion of the profile and achieve a depth of at least 5/16 at 16"o.c. TO BEAM JOIST NAIL' inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 6}•Concrete piers shall be a minimum 6"above grade. BAND JOIST PER END ��.�� 3-16d COMMO +" F:;."x ^: ��` +� DRAWN: Mai/MS inch to a level that is not less than 1-3/4 inches below the TO JOIST JOIST NAIL :1�� •r'.;�'s;, N } ' :+ * r SCALE: 1/4"=1' tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER14 ' handrail above the recess shall be 1-1/4 inches to a to girder(s). 2 16d COMMO JOB TOE NAIL �` "`" i #: SILL OR TOP PLATE FOOT =:* August 10,2015 maximum of 2-3/4 inches. Edges shall have a minimum 8)• Use simpson hangers and anchors with Z-MAX tripple protective coating or equal SHEET NUMBER: radius of 0.01 inches. for any contact with ACQ. " .w r. REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: G E N E "Ko" A L 0""I" E S. 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE l0'WALL 4.8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be inTO TOP PLATE 10'WALL 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PR TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER W'CM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PEZ TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WICM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PEL TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections inTO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 4 . WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 w precautions and programs in connection with the work. There are no warranties for a bottom plate, q 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) � specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL 2 -16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE � Z INTERSECTIONS 4 -1 1 6dCOMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE C) Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 -16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. YP STUD O.C. NAIL Sym.: w U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS P HEADER 6d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS) Un such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3.16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 -6d COMMON PER FACE NAIL FOOT SEE NOTE: l,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING a 1).The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when AIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION Q SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4' 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). An new concrete walls being attached to existing concrete structure shall g P Z • 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y g g with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2. 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON C� 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL @ @ 6 O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: W o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with g 3.16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. $d COMMON @ 12 O.C. � anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 Sd COMMON @ 4" O.C. SEE NOTES: 1,3 I�-1 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install oneattached with the above requirements. TO BEAM 3 •16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES H T ON LEDGER PER TOE > JOIST Z DECK AND COVERED PORCH NOTES: TO BEAM 3- 8.COMMON JOIST NAIL Q 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END ' 3 -16d COMMON � O the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, W 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 -16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. E T N For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U 1). All framingtechniques and methods as prescriptive design of current SBC High Wind NAIL NAIL q P P g g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Q-I-1r SPACING Edition Wood ft Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 . 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHIN(j: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELDESEE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL JOINT DESCRIPTION N E otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. TES: 1, 3 ( BOTH FIELDS) CYN m v owhere needed. GYPSUM 7" O.C. EDGE r. E: 2 FOR PANEL FIELD4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS x "' ro ~ ° WALLBOARD 10" O.0 . FIELD INTERIOR ZONE Sd COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 O Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: Bearin wall window sills shall also have 2 window sill plates for 2x4 wall x o �" w rr v openings. g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES o z 00 openings between 41 and 60 and 2x6 wall openings between 511 and 89. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. n �+ � SPACING� and blocking where applicable. QTY. AS PER TABLE 3.9 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE tr, `'� W be used. N 6d COMMON v 6). Double tap floor joists under walls that run parallel to the floor joist and under bathtub . I). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6' O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with x w S Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. � WALLBOARD Sd COOLERS 10" O.C . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING, other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. [Mimi 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS VYITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3). INSTALL t-Co2 DETECTOR IN ADDITION 10 SMOKE ALARMS PER FLOOR. PP HVAC SYSTEM NOTES sd coM1,10 V OR LESS 12" O.C. FIELD O 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists as required by current NYS Re!idential Code-FIREBLOCKING REQUIRED ��Lt under all bearingwalls. NOTES: Fireblocking shall be providedto cut off all concealed draft openings(both vertical and horizontal) 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTE: and to form an effective fire bsrrier between stories,and between a top story and the roof space. requirements. Fireblocking shall be providedin wood-frame construction in the following locations. til 10). Provider insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of studwalls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. CDX exterior sheathingrade plywood. Plywood to cover over rates and headers. SOIL COMPACTION: g p yw yw P 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge.If wall sheathing � 1). „ NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections betveen concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilirgs. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirement or structural ELECTRICAL NOTES: members shall be doubled, or alternate connectors, REMOVE AND ADD ADDITIONAL FILL AS NEEDED. N..i adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed 3). In concealed spaces betwetn stair stringers at the top and bottom of the run.Enclosed spaces over subfloor• as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply wth current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous)ver connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of com)ustion. g members,the tabulated number of nai shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current , ` 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. ' la base sheet with an EPDM �,t"a SOy approved equal. Flat roofs shall be applied with a Fiberg s s torch down type material over. _ DRAWN: MH/MS SCALE: 1/4"-1'-0" 16). All sill ;plates and wood in contact with concrete to be pressure treated. Sill plates to JOB#: with a foam sill gasket and co -r-tex termite shield or approved equal. be installed g p '- ,tE� x= - �.>�• ,F August 10,2015 G, +r� ts,:,�" SHEET NUMBER: