The URL can be used to link to this page

Home My WebLink About40200-Z �o�Oc,11FP0(�p4 Town of Southold 7/15/2023 P.O.Box 1179 H z 53095 Main Rd Way o�FSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44299 Date: 7/15/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Reservoir Rd,Fishers island SCTM#: 473889 Sec/Block/Lot: 9.-9-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2015 pursuant to which Building Permit No. 40200 dated 10/21/2015 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 unfinished basement and deck as applied for per ZBA#6824, dated 1%22/2025. The certificate is issued to Bunaes,Hans&Bunaes,Antonia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0085 8/5/2016 ELECTRICAL CERTIFICATE NO. 40200 7/28/2016 PLUMBERS CERTIFICATION DATED 7/7/2023 Th as Ravino )6th ' d ignature TOWN OF SOUTHOLD ��o may BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40200 Date: 10/21/2015 Permission is hereby granted to: Bunaes, Hans & Bunaes, Antonia 25 Hull Cove St Jamestown, RI 02835 To: construct a new single family dwelling as applied for per ZBA approval. At premises located at: Reservoir Rd, Fishers island SCTM # 473889 Sec/Block/Lot# 9.-9-11 Pursuant to application dated 9/16/2015 and approved by the Building Inspector. To expire on 4/21/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $988.00 CO -NEW DWELLING $50.00 Total: $1,038.00 i Buildin spector pF SOUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.riche rt(-town.southoId.ny.us Southold,NY 11971-0959 PM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bunaes Address: Reservoir Road City: Fishers Island St: New York Zip: 06390 Building Permit#: 40200 Section: 9 Block: 9 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Connected Systems License No: 45453-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 1 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: MODULAR HOUSE , 200A Underground Service Notes: Inspector Signature: Date: July 28, 2016 00Electrical 81 Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 L� BUILDING DEPARTMENT J U L 7 2023 TOWN OF SOUTHOLD DI-TIMPIM DEPT. �.��-•,; . ,,•rte;; til 9EI,tTIFICATI0N Date: . 7/7//_2 Building Permit No. —//0000 Owner: q4 A C ]2CAX Ro Gt 4P—C-- 1 P11 a print) Plumber. l:j l l�/L1 G�S LAIn 6 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Swom to before me this day of S-rilc , 203 _ 1taut'Public,W A511 I oc'"`_ County ANN V. GALUSZKA NOTARY PUBLIC STATE OF RHODE ISLAND NOTARY ID N 767814 MY COMMISSION EXPIRES ovoin= p� q SO(/l�olo Y � � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 VIOLA ION [ ] CAULKING REMARKS: ak,p (2' O or tat::._ Of Q DATE �7�� INSPECTOR2 ` OF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INAULATION [ ] FRAMING / STRAPPING [ FINAL ( SCG) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 J. DATE Aro INSPECTOR q * TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL A- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA KS: eA DATE ANSPECTOR 3,60 David A.Noe,AIA 4 Stonewood Drive Old Lyme,Cr,06371 duoeQ360designplus.com Alterations and outdoor shower: ,r Framing:The framing of the outdoor shower appears to be compliant with the state building code.The shower is constructed using 6X6 cedar posts that are positively fastened to the concrete deck to resist overturning.The cedar walls are connected to the 6X6 posts creating a rigid frame to resist lateral movement. Plumbing:The plumbing to the shower has been designed to be drained and weatherization.Each winter it is anticipated that the hot and cold valves will be removed and all excess water will be drained for the season.This annual maintenance has been executed each winter since the installation of the shower. 360 David A.Noe,AIA 4 Stonewood Drive Old Lyme,Cr,06371 dnceQ360designplus.com Attn: Mike Verity Building Inspector Southold Town Building Department 54375 NY-25 Southold,NY 11971 Phone:631-765-1802 To whom it may concern, This letter is in regards to the Bunaes Residence,located at Reservoir Road Fishers Island,NY.Various portions of the work completed on the site have been observed by 360 Design Plus,LLC for compliance with the International Residential Building Code(2015 with New York State amendments).The following items per the request of the building official have been reviewed and deemed sufficient to meet the State of New York building code: House/New Dwelling: Venting:All venting was installed by the pre-manufactured housing company based on plans that were stamped to meet the state of New York Residential Building Code.360 Design Plus,llc has observed the locations and installations of all vents and it appears that all clearances meet the existing 2015 International Residential Building Code and have been installed per manufactures requirements and recommendations.The images below show adequate distances to opening and proper locations along the walls. � r SUSAN E. YOUNG, ARCHITECT June 21, 2023 Southold Building Department JUN 3 2023 Town Hall Annex Building 54375 Route 25 I BULDING DEPT.P.O. Box 1179 T U Southold NY 1197 Re: Bunaes Residence Lot 9.9-11 Fishers Island, NY 06390 Permit 40200 Owner: H.P. Bunaes Dear Southold Building Department, This letter is to certify that the foundation built (under Permit Number 40200) has been constructed in compliance with the rules and regulations of the New York State Residential Code and consistent with New State approved plans. Thank you, Susan Yqurgig R.A.,-- V Susan E. Y, u ; m z> o ON FISHERS ISLAND: 1197 WHISTLER AVE., BOX 662. FISHERS ISLAND, NY 06390 TEL: (631) 788-7725 E-MAIL: SUYOUNGQRCN.COM 360 David A.Noe,AIA q Stonewood Drive Old Lyme,Cf,o6371 dnoe 360designnlu�T.com Basement Plumbing:Upon review of the under slab plumbing photos attached,the pvc pipes have been properly glued,vented,and supported.Crushed stone has been placed under the insulation for drainage and a sump pump has been installed to elevate all hydro static pressure.2"of DOW extruded polystyrene has been installed to provide the required R-10 values below a heated slab,per Table N1102.1.2. r r " J =T'i x 360 David A.Noe,AIA 4 Stonewood Drive Old Lyme,Cr,06371 duoe 360desiguVlus.com Shed: Foundation:The shed has been constructed on a 6"thick solid concrete slab with a hunched perimeter.Per R403.1(1)the min.dimensions shall be 12wX6d.The image attached indicated adequate bearing capacity. R403.1 General All exterior walls shall be supported on continuous solid or fullygrouted masonry or concrete footings, crushed stone footings,wood foundations,or ocher approved structural systems which shall be of sufficient design to accommodate all loads according to Section R301 and to transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. Concrete footing shall be designed and constructed in accordance with the provisions of Section R403 or in accordance with ACI 332. R403.1.4 Minimum Depth Exterior footings shall be placed not less than 12 inches(305 mm)below the undisturbed ground surface. Where applicable, the depth of footings shall also conform to SectionsR403.1.4.1. R403.1.4.1 Frost Protection Except where otherwise protected from frost foundation walls,piers and other permanent supports of buildings and i 1 f David A.Noe,AIA 4 Stonewood Drive Old Lyme,Cr,o6371 dnoe@360designplus.com structures shall be protected from frost by one or more of the following methods, 1.Extended below the frost line specified in Table R301.2.(1). 2.Constructed in accordance with Section R403.3. 3. Constructed in accordance with ASCE 32. 4.Erected on solid rock. Exceptions: 1.Protection of freestanding accessory structures with an area of 600 square feet(56 m2)or less,of light frame construction,with an eave height of 10 feet(3048 mm)or less shall not be required. Anchor Bolts:The shed is anchored to the hunched slab using 5/8"galvanized anchors epoxied.The spacing is 12" min.from the corners and 4'-0"o.c.in between.This is adequate to resist uplift due to wind. Framing:The shed is built using 2X6 dug fir studs(a7 16"o.c.and 2X8 dug fir rafters @ 16"o.c.In conjunction with the 1/2"wall sheathing and roofing the structure is adequate to resist snow loading and lateral loads. Strapping: Hurricane ties have been added to every rafter connecting the roof to the walls in a sufficient manner so as to resist uplift on the roofing members. Location on the site: See the attached site plan. Thank you, David Noe,AIA r SUSAN E. YOUNG, ARCHITECT October 12, 2016 Southold Building Department [EC[EUV[E Town Hall Annex Building D 54375 Route 25 DD P.O. Box 1179 OCT 17 2016 Southold NY 11971 Re: As Built Details BUILDING DEPT. TOWN OF SOUTHOLD Re: Bunaes Residence Lot 9.9-11 Reservoir Road, Fisherg Island Permit 40200 Dear Southold Building Department, Please accept as built details as follows: A Southold Building Department inspector has noted that the pier footings supporting the exterior deck were not built according to plan. This is true. The pier footings in question are shown on sheet S2-L t are F 27 and F-18. The "Bigfoot" piers that were substituted are structurally more than adequate and commonly used in our region. Blu Homes Inc. "kit" house was designed in California, an area prone to earthquakes. Therefore is reasonable that the California piers are designed much wider to withstand the lateral shifting forces of earthquakes. In our Northeastern region we are concerned with hurricane tie downs to resist uplift and deep embedment to withstand frost. The Bigfoot piers are embedded 6" deeper than the California type piers, to 48" in this case. The Bigfoot connection to the girders above is the same as recommended in the kit house plans. Over the sand and gravel soil on the site they are more than adequate to support the structural loads. And the piers are adequately tied down to girders to prevent uplift. Thank yo �RED AR F Susa OF N�`N NYC: 215 WEST 88TH STREET, NEW YORK, NY 10024 - TEL: (212) 724-7204, FAX:(631)788-7725 E-MAIL: SUSANAOUNG0RCN.COM ' NNOVATIVE � t9'r. oIWi>_ go S.Main St. STRU13TLIRAL Bel Air,MD 21014 N G I N E E R I N G P: (410) 399-9844 F: (888) 819-2290 iLS` TpidrH urrh t,rlrn•" July 25, 2016 To: Roderick Bryant Blu Homes From: Chris Conwell, P.E. rea' hb1► 4 NY -P.E. #090542 Innovative Structural Engineering ISE Job#: 15-2571 �as�o?'+' p/ i Sheet: 1 of 3 Re: Holdown Detail 9/SDI Our office has been contacted by the field for verification of the holdown detail 91SD1 on the approved set of structural plans.We have seen several photos depicting the installation of this detail in the field. In all of the photos,the holdown appears to be installed in conformance with Detail 91SD1. In the attached photo,it appears that the plywood shim specified in the detail has not been installed, however, the plywood shim would not be required if there is a leveling nut and washer below (could not see in photo). We understand that this detail is different than many holdown details that are typically used and we can understand the inspector wanting to get extra verification of the installation. Based on the uniqueness of Blu Homes houses,an equally unique holdown needed to be created. Detail 9/SDI is the result of many engineers working hard to find a solution to holding down a non- conventional floor system and we assure you that the detail is strong and sound and meets the requirements of the 2010 Residential Building Code.After reviewing the photos of the installed conditions,it is our opinion that the holdowns appear to be installed in a structurally acceptable manner and as per the detail in question. Please see the attached photo and detail. if you have any questions,please feel free to contact our office. TABLE BFS-T102. UNITED STATES Aftffg6le GrayftrUoads on BI I=. T %fftnif Foo, in For s M6defs BF20, BF24. BFZ8 and BF36 Soil Description Allowable.Soil Model.BF20 ode! BF24 Model BF28. Model BF36 Bearing Allowable Allowable Allowable Allowable Pressure Loads Loads Loads: Loads sf.(Wa) lbs (kN) k lbs kN lbs kN Clay,Sandy Clay,Silty, 2000 4364 6283 8560 14134.% Clay.:and Clayey Silt ' (95.76) (.79,4) (27.9) (36.1) (fi2.82) Sand,Silty Sand3000 6546 . 9425 12840 21241.75 ClayeySatidSilty (1+.4,3.64) (29 .1) (4.1:9) (57..1) (04.23) Gravel;and Clayey Gravel Sandy Gravel.or 5000 1091015;70 .21400 ..35336.25 ravel .(239:40.) (48.5.) (69.:9) (95.2) (157.0.5) Sedimentary Rock 6000 13092 18,85.0 25680 42403.50 (287. 28:) (58:2 (83,8.). (1.14.2) (1.88.46) Crystalline Bedrock 12,000 26184 37;599 51,360 8480.4;75 574.56 116: 167.7. 228.4 376:91 O c E, ARC � ATE U, { n 5 �Zp'(3ElY F � �.. r�i� i4 U u Lf C k r.K.DCI.`4!Sjq .y 6784 t v 1V O SOF N Photo shows this connection and holdown installed correctly with the exception of a 1/2" plywood shim. Shim may be omitted if a if leveling nut and washer exists below HHS Bracket. FOOTING/STEM WALL INTER5ECTION RESTRAINED WALL CONDITION - `gWeL'°ER 4/'SDI WALE: rLrs. 2 JOISTS PERP. TO WALL 8 °vCALE:N.T.9. GQ•L4MEL PER PLANS GCFIA*a 6' Ee RECEMG HOLDOILN PER PLANS 14'WCK GRADE BOLTS MUST ATTACHED W GRADE A36 STEEL PLATE WEBS STII�RS T ' ' A36 ATR a NUT TO PER BELOW PL P. �� 4 STEEL PLATES 1 EAM Iii' SSTEEL TEEL C-CAANlEL u t It NO SET PLATE CUBTCM FIBS DISTANCE THIS AREA M HCL.DOBN BRACKET AS p 'b SWM AT RIGHT Sip.BEND rM ' F^ vs'THICK FLOOR FRAMNG PER (3)-4 BARS EA GRADE A36 PLANS a DETAILS a SIDE OF .�' STEEL E6N a HaDOWV TOP VIEW EA SIDE OF ,p HOIDM ® A- SI DE GRA cCUSTOM HSS A36 STEEL PLATE e HOLDM uV(4)�4'i SELF SECTION VIEW BRACKET AS 1'DIA A512 G 50 TAPPNG SCREWS 1'DIA A512 Gr 50 6' SHORN AT LEFT STEEL ATR TO C-CWAN ELS 1 STEEL ATR �i'P.T.PLYWOOD SHIM d a e. a a •+ P DIA.A512 Gr 50 nP a F STEEL ATR II/2'DIA HORIZONTAL STEEL — NUTS ' 2'DIA NUTS PPLL",DETAILS F'c•2500 pet MN , F9.40 kel MIN BOTTOM VIEW HEAVY HOLDOWN DETAIL 1005T AT MOD FLOOR FOLI SCALE:N.T.S. SCALE:N.T.B. Photo shows this connection and holdown installed correctly with the exception of a 1/2" plywood shim. Shim may be omitted if a if leveling nut and washer exists below HHS Bracket. .ww.cwrrv,n i FOOTING/STEM WALL INTERSECTION RESTRAINED WALL CONDITION - 4/ODI PER 4iSDl — WALE:NLTb. 12 JOISTS PERP. TO WALL S SCALE:1,LTb. GCHANEL PER PLANS HOLDMIN MR PLANS GCNAMEL . 6 40TERCK GRADE -- �e RECEMYa ATTACHED V GRADE A36 STEEL PLATE WEBS STARS 3■ 3■ BOLTS MUST' A36 ATR 4 NUT TO F9Z BELOW PLYU XD�11„I 4 Sit8:1.PLATES MAINiAM 1� STEEL C-CF 444 ud CILISTOM HBODISTANCE STEEL NNOLDOM OS M i . AFREA 5RACITT AS STD84M AT W-*ff .BEND 1 b EARSEARSEA �� C ADE A36 PLANS 4 DETALS� ODE OF' SDE � �' STEEL!e F9 a �101V TOP VIEW EA SIDE CF HOLOWN " 1/4'THICK GRADE A%STEEL CUSTOM Hag PLATE `. a ® N01 D W W/W144 SELF SECTION VW BRACKET AS 1'DIA A512 Gr 50 TAPPING SCS „ 1'DIA A517 Gr 50 6' At LEFT STEEL ATR TO G-CFIAN�LS J STEEL ATR a I c d �■ �i'PJ.PL7wOD 9HIM 1 a a a V•+ I'DIA A511 Gr 50 TypicALAMMAU,a - E STEEL ATR W 21 DIA — NORIZONTAL STEEL WTO MWMING PER 1'DIA NliB PLANS 4 DETAILS F�• I ■ Fb.25M MIN MN F9.40 kat BOTTOM VIEW HEAVY NOLDOWN DETAIL 9 POST AT MOD FLOOR FOLI SCALE:KTA SCALE:NtB. High-velocity winds Structure • Finish grade _ du M. ® - 'Construction:tube. Bigfoot--Systems@ Footing Forms are not only usedas pier footings for construction tubes;but"they also'- act as an anchor to"prevent uplift in areas subject to�high=velocity_winds". #4-or-5•Rebar, - mo BIGFOOT a• 0 T cot's stirns In' A: � ;-�P:BEwdiT e 2 k ? LU _- cc d G? 1 1. 6 ,. COM 02 �'�0` FOFN�T a D Uridisturbed ground or'4"= 6"of compacted gravel'" SO � .; OLD .. . . .. . ... ... T© OF UTH BIGFOOT SYSTEMS INC. (BIGFOOT SYSTEMS ) ° RR#2 rIGFOOT MAHONE BAY, NOVA SCOTIA BOJ 2E0 TOLL FREE: 1-800-934-0393 SYSTEMS The Original. PHONE: (902) 627-1600 FAX: (902) 627-1700 www.bigfootsystems.com 10.02" [254.4] 9.5" [241.2] 8.42" [213.7] .02" [ 3.6] 7.5" [190.4] 1.125"[28.6] 1.125"[28.6] ol R.03"TYP[R 0.81 1.125"[28.6] R.06"TYP[R 1.51 1.125"[28.6] 1.125"[28.6] 1.125"[28.6] R.2"TYP[R 50.81 .245 DIA.HOLES(14) STIFFENER RIB(14) cov a' .94"THK WALL 0 0 0 0 0 310 m N cV N Ch O N Co R.4"TYP[R 101.61 .50" [12.7] .94"THK BASE—/ (24.5" [622.3] NOTES: �'9fEt1 r) 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER' SPECIFICATIONS:, ` Vim , 2. DO NOT SCALE DRAWINGS. C, st;"as, - cc 3. CONTRACTORS NOTE:FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetail,ii Inf REFERENCE NUMBER 552-001 a. BIGFOOT SYSTEMS° FOOTING FO BF 24 FOOTING 552-001a PROTECTED BY COPYRIGHT-04111/05 www.CADdetalls.com St i a A& b u Date: 07/28/2016 Building Inspector Town of Southold Building Department Suffolk County, New York Re: Bunaes Residence Lot 11, Reservoir Road Fishers Island, NY 06390 Mr. Inspector; As the Sr. Director of Architecture and Engineering for Blu Homes, Inc., by education and experience I am responsible for all architectural and engineering aspects of our factory produced homes through completion on site. I am therefore qualified to and will certify the building requirements and concerns you have outlined and directed towards our on-site construction manager. In regards to the question "Did we use the correct hold down?" Yes,the hold downs used on the Bunaes Residence,photo documented,are indeed the correct calculated and approved hold downs installed per engineer's stamped details. In regards to the issue of venting of and for the mechanical systems. Yes,the venting of the mechanical components including the V Lennox Elite Furnace, and Rinnai Tankless water heater have been comp either in our factory or on site anufacturer approveq specifications - n and the govern g 2010 NYMC and 2010 NYPC building codes. �d C•�Q I and Blu Homes, Inc.than you or your diligence and attention to detail in assuring that our product meets the health and safety requirements of your community r(d specifically the Bunaes family. Sincerely, -- -- _ ------------- Roderick . ryan t Sr. Director of Architecture and Engineering Blu Homes Inc 1245 Nimitz Ave r Vallejo,CA 94592 ------------------------------------------------------------------------------------- Vallejo Corporate—1245 Nimitz Avenue,Vallejo,CA 94592 Vallejo—1080 Nimitz Avenue Vallejo,CA 94592 � 4 t� 1 w .r i 1[ r •k..,.. `_�� a •`» ,�+ •N ' rm in all r o • • ^ s r f. • � r • • r r S TA TE ENE ROY C rr s s. .1s d �....�� good ,W . �� :. . . . •i: o� NW Lr� OFINICtor ons- low a ,�1��i� �� j ' f "wi..cd ` ` jp J 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' SoutholdTown.NorthFork.net PERMIT NO. O �� 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 r ,20 G Mail to: Disapproved a/c /� Phone:•%?/ Expiration _ ,20 !' 4.! wilding In e . . .. LJ� 1 7 �.J APPLICATION-FOR BUILDING PERMIT I SEP 1 5 2015 Date... , .= _ , 207" ^•�pr_, n Tl INSTRUCTIONS- -"— a. his application MUST be completely filled in by'typewrifer'=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-premi§es.or public,streets or areas, and waterways. ` c. The work covered by this application may not,be commenced, efore issuance of.Building Permit. d.Upon aPProval of this application,*the Buildin Ins'Pectorwiisstie a Building'Permit to the app icant. Such a permit shall be kept on the premises.available for inspection throughout the work., e.No building shall be oce'upied"or u`s'ed in wHo1e or iri'paii,r'any purpose wh&'so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire-if the work.author zed•has_not cQmmenced•within t1months after the date of issuance or has not been completed within 1.8 months from suchA to -If no zoning amendments or other regulations'affecting the property have.been enacted in the interim,the Building Inspectot may'authorizejn-writing,theextension.of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADEJpAhe B;uilding;De'partmentfor,the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town ,of:S,outhold;SuffolkCbunty;New.y k;.and other;applicable:Laws,,Ordinances,or Regulations, for the construction of buildings,additions, or alterations orifor removal,or demo lition,as herein described. The applicant agrees to comply with all applicable laws, ordinances,buil"dingticode,�housing co&;and regulations, and'to.admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or n ,if a corporation) M 1iri' address"of a ant ( g . . P ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of of premises, s". .e•5. . . ��rr (A's'ori the tax roll-or latest deed) Y applicant i a corporation signature of z�lce -officer (Name and tit195Ff corporate officer Builders License No. C�S L�J V FU`}PY Plumbers License No. =' Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: All House Number Street i:, :.Hamlet County Tax Map No. 1000 Section BloclG,<;;; ., �,:,.(ar„ Lot ... ....' .. 'i;:~t•. s°:sir t�`°•s; - , 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 e b. Intended use and occupancy 3. Nature of work'(check which-applicable): New Building �," Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ��,3p,�� Fee (To be paid on fling 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, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth 0 Height 0 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth '- " Height ¢ :-.Number of Stories _�L-- 8. Dimensions of entire new constructione,Front-1 f,.� ''--, '' : ° ( - ' Rear` = r� Depth —6 9 S4 Height /Y° Number of Stories 9. Size of lot: Front__'' l< SS Rear -Depth 10. Date of Purchase ,:'Nan�&'gf;Forri f Owner" 11. Zone"or use"district in which pfemises are:situated'' `' ':' 12. Does proposed coristruc'tion'wxolate any;zoning`law; ordinarice or`'regulation?YES,. NO z/ 13. Will lot be re-graded? YES P/�NO • :Will fexcess,"flf;be renaovecl"from premises? YES NO`. 14. Names of Owner.of premises .(a v S ; u n,l�• SAddress:.,, Phone No., Name of Architect l,3/U Phone.No' 3 -S37 Name of Contractor J"udre s,� :Phone No.` %/- 7.33f i - 15 a Is this property:'within:100":feet of,a tidal wetlandor-i.,freshwafer-weVtland?�*,YES- 'NO IF YES; SOU THOL'D TOWN TRtfSTEES &D:E;C':"PERiVII MA 'BE`REQUIED. R " b. Is this property" 'within 300'feef of a''tidal wetlandT*,•YES. " * IF YES, D.E.C. PERMITS•1VMAY'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 L,--' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF b.eingkdulylswoin, deposes and says that(s)he is the applicant (Name of individual signing contract)above named; (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and,file this application; that all statements contained in this application are true to the best*of his knowledge and.be'lief; and that the work will be performed in the manner set forth in the application filed therewith. ' S orn to before me this day o P h 2015 C0NN1E D.BUNCH Notary Public Notary Pubfip,State of Ne*T0_rk Signature of A 6cant No.01BUS185050 Qualified in Suffolk County Commission Expires A;prN 14,2� °BOARD MEMBERS 0v soar Southold Town Hall Leslie Kanes Weisman,Chairperson �� Q 53095 Main Road-P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer k Town Annex/First Floor,Capital One Bank George Horning �Q i0 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQ(fNT(�� Southold,NY 11971 http://southoldtown.northfdrk.net RECE'�Ep ZONING BOARD OF APPEALS /= 6 fit, TOWN OF SOUTHOLD FE 4 2015 Tel.(631)765-1809-Fax(631)765-9064 l.,G• �14.t�C,Y-P.2 FINDINGS,DELIBERATIONS AND DETERMINATION S thold Town Clerk MEETING OF JANUARY 22,2015 ZBA FILE: 6824 Applicant:Estate of William H.Wood,Jr.,and Estate of Mary L. Wood Property Location: Reservoir Road(comer Winthrop Drive),Fishers Island,NY SCTM# 1000-9-9-11 &1000-9-9-13 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE:This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thi+u A14-25, and the Suffolk County Department of Planning issued its reply dated Dec.29,2014,statirig-that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION:LWRP:This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature ora bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: The applicant's property consists of two parcels: specifically known as SCTM# 1000-09-011, containing +/-0.63 acres, situated in a R-80 Zone, and 1000-09-013, containing +/-0.68 acres, situated in a R-40 Zone. Lot 11 has +/-141 feet of westerly frontage on Reservoir Road, and is bounded on three other sides by adjacent residential properties. Lot 11 is currently unimproved. Lot 13 has +/- 150 feet of westerly frontage on Reservoir Road, +/- 192 feet southerly frontage on Winthrop Drive, and is bounded by lot 11 to the north, and another residential property to the east. Lot 13 is improved with a Fort Wright era, pre-existing, single-family dwelling, and a garage/shed. The two parcels are shown on the survey drawn by CME Associates Engineering, Land Surveying & Architecture,PLLC,dated April 11,2014, last revision dated Dec.01,2014. BASIS OF APPLICATION: -Request for Variances under Article II Section 280-9 & 10 and the Building Inspector's November 20,2014,amended December 9,2014 Notice of Disapproval based on an application for Lot Recognition,which states"the identical lot was created by deed recorded in the Suffolk County Clerk's Office on or before June 30, 1983 and the lot conformed to the minimum lot size set forth in Bulk Schedule AA as of date of lot creation." 1)The deed for the proposed Lot was recorded on December 9, 1971,2)Lot area is less than the minimum required size of 40,000 square feet,3)the subject lot is merged with the adjacent lot(13). Page 2 of 4-January 22,2015 5 ZBA#6824-Wood SCTM#1000-9-9-11&1000-9-9-13 RELIEF REQUESTED: The applicant requests an interpretation of Town Zoning Code Section 280-9 Lot Recognition, and Section 280-10 Merger, and Bulk Schedule 280 AA as these sections of Code are cited in the Building Department Notice of Disapproval issued to the Estate of W.Wood Jr. BACKGROUND INFORMATION: The subject properties SCTM# 1000-9-9-11 &1000-9-9-13 were originally contained within a large tract of land owned by the U.S Government named Fort H.G.Wright. Fort Wright was primarily situated on several hundred acres of land at the western tip of Fishers Island, NY, along with some other auxiliary parcels located elsewhere on Fishers Island. The land area of Fort H.G. Wright was developed in the 1870's as the•headquarters base-of the US Army Coastal Artillery Defense network of fortifications that were built-at various locations, including installations on several offshore islands,such as plum Island,Block Island,and Fishers Island. The network of forts provided for the protection of the waters of eastern Long Island Sound,Block Island Sound,and Fishers Island Sound, particularly during past times of war. After the end of WWII the US Army abandoned all of the Fort Wright fortifications as well as other parts of the Coastal Artillery Defense network. In 1959 The US Government General Services Administration sold-to a private consortium named Race Rock Corporation almost all of the Fort Wright acreage,except for lesser holdings that were transferred to Fishers Island School and Fishers Island Ferry public tax districts. The Race Rock land acquisition from the US government included the parcels of land that are the subject of the current ZBA Appeal#6824. Race Rock Corporation developed subdivision plans that separated these parcels from their total Fort Wright land holdings,and then divided the area•of the subject parcels into three separate parcels,as shown on.the Race Rock Corporation subdivision plans included in the applicant's file. In prior ZBA appeal#734,dated Nov. 16, 1964,which was precipitated by Southold Town Building Department Notice of-Disapproval issued on Nov.2, 1964,Race Rock Corporation was granted lot i recognition for,tract 4,aka lot 15, as shown on their subdivision plan drawn by Chandler&Palmer,dated April 22, 1964,that was cited for insufficient road.frontage,91.58 feet,where 100 feet frontage was required by Code. 'Tract#2 and Tract#3, aka lots 7 and 8,both met the 100 feet frontage requirement. On May 15, 1965 Race Rock Corporation sold these exact three parcels to Michael B.Maw. Subsequently, Michael B.Maw then by deed transferred the parcels to William H Wood Jr. and Mary L.Wood in 1971. Tax lot 11,with+/-0.63 acres,was created by deed to William H. Wood Jr., dated Nov.26, 1971,and recorded Dec. 9, 1971. Tax lot 13,with+-0.68 acres,was created by deed to Mary L. Wood, dated Nov. 26, 1971,and recorded Dec.9, 1971. The two new parcels in combined total size equals the+/-1.32 acres of the original three parcels. William H.Wood Jr. died on March 3,2013, leaving lot 11 solely to the Estate of William H. Wood Jr. Mary L Wood died on April 27,2013,leaving lot 13 solely to the Estate of Mary L Wood. These two parcels,SCTM# 1000-9-9-11,and 1000-9-9-13, are now the subject of this ZBA Appeal#6824 based upon the applicant's request for an interpretation of the status of lot recognition and the question of merger of the parcels. ! FINDINGS OF FACT/DETERMINATION: The Zoning Board of Appeals held public hearings on this application on January 8,2015, at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1.Town Zoning Code 280-9 Lot Recognition states that"A. A.lot created by deed or Town approval shall be recognized by the Town if any one of the following standards apply and if the lots have not merged: [1] The identical lot was created by deed recorded on or before June 30, 1983,and the lot conformed to the minimum lot requirement[s] set forth in Bulk Schedule-AA as of the date of lot creation. Paged of 4-January 22,2015 ZBA#6824-Wood SCTM#1000-9-9-11&1000-9-9-13 [2]The lot[s] in question Ware approved by the Southold Town Planning Board. [3] The lot[s] in question is/are shown on a subdivision map approved by the Southold Town Board prior to June 30; 1983. [4]The lot[s] in question is/are approved and/or recognized by formal action of the Board of Appeals prior to June 30, 1983." 2. In reference to the question of Lot Recognition the following facts are pertinent: A.The land that originally included what is now known as SCTM parcels 1000-9-9.-11, and1000-9-9-13, was acquired by Race Rock Corporation from the US Government General Services Administration on April 16, 1959 as a much larger tract, in Fort HG Wright,with the title deed recorded on April 22, 1959. B. In a subdivision plan submitted by Race Rock Corporation,.drawn by Chandler&Palmer, dated April 22, 1964, three parcels were divided from the total acreage of Race Rock, land holdings in old Fort Wright.These were known as lots 7, 8,and 15. C. In ZBA appeal 47.34,dated NovA6, 1964,Race Rock Corporation was granted lot recognition for the only one of the total of three parcels, tract#4, aka lot 15, of the proposed subdivision that was cited for insufficient road frontage, on Reservoir Road, 91.58 feet,where 100 feet frontage was required by Code. The parcel was then referred to as lot 15 as shown on their subdivision plan drawn by Chandler&Palmer, dated April 22, 1964.The other two parcels known as lots 7 and 8 had sufficient road frontage. i D. On May 15, 1965 Race Rock Corporation sold these exact three [3] parcels,totaling+/- 1.32 acres,to Michael B.Maw,with the title deeds recorded on April 28, 1965. E.Michael B.Maw sold the same+/-1.32 total acreage to William H Wood Jr. and Mary L. Wood on Sept. 15, 1971 with the title deeds recorded on Nov. 03, 1971. F.Tax lot 11,with+/-0.63 acres, was created by deed to William H.Wood Jr., dated Nov.26, 1971, and I recorded Dec.9, 1971. Tax lot 13,with+-0.68'acres,was created by deed to Mary L.Wood., dated Nov. 26, 1971,and recorded Dec.9, 1971. G. It has been established by the factual information.contained in the applicant's#6824 file that the two lots 1000-9-9-11 & 13 were created on Nov. 26, 1971 by two separate deeds. The two. lots therefore meet the criteria stated in Town Code 280-9 Lot Recognition of being created before June 30, 1983. H. At the time of creation, Nov. 26, 1971, Tax lot l I and tax lot 13 met the Town of Southold Bulk Schedule AA.for the Zoning Code required minimum conforming lot size of 12,500 sq.ft. J.-As referenced in the Building Dept. Notice of Disapproval, the Bulk Schedule AA states that lots created between Dec. 2, 1971, and June 30, 1983 must meet a 40,000 sq.ft minimum lot size. However, although the deeds to the two subject lots were recorded on Dec. 9, 1971, the two lots were actually legally created by deed on Nov. 26, 1971, and at that time both lots'met the Town of Southold Bulk Schedule AA for the Zoning Code required minimum conforming lot size of 12,500 sq. ft. 3.In reference to the question of Lot Merger the following facts are pertinent: A.Town Zoning Code 280-10 Merger states"A. Merger. A nonconforming lot shall merge with an adjacent lot which has been held in common ownership with the first lot at any time after July 1, 1983." B. Tax lot 11, with+/- 0.63 acres, was created by deed to William H. Wood Jr., dated Nov. 26; 1971; and recorded Dec. 9, 1971. Tax lot 13, with+-0.68 acres, was created by deed to Mary L. Wood, dated Nov. I 26, 1971,and recorded Dec. 9, 1971. i Page14 of 4—January 22,2015 ZBA#6824—Wood ° SCTM#1000-9-9-11&1000-9-9-13 C. The two lots have remained in single and separate ownership since 1971. At the time of his death on March 3, 2013, lot 11, owned by the deceased William H. Wood Jr. was transferred to the Estate of William H. Wood Jr. At the time of her death on April 27, 2013, lot 13, owned by the deceased Mary L. Wood,was transferred to the Estate of Mary L. Wood. D. Each lot has historically been assessed, and is currently assessed, as a separate lot by the Town Assessor's office. When the Town of Southold re-zoned the neighborhood, lot.11 was placed in a R-80 zone, and lot 13 was placed in a R-40 zone. Each of the two subject lots is equal to or larger in size than many of the other lots in the adjacent neighborhood. DETERMINATION Based upon the FINDINGS OF FACT cited above,the Zoning Board of Appeals hereby makes the following interpretation of the code: 1. Tax lots 1000-9-9-11 & 13 were created by separate deeds on Nov.26, 1971,. prior to Dec.2, 1971,and at that time both lots met the Town of Southold Bulk Schedule AA for the Code required minimum conforming lot size of 12,500 sq.ft. Therefore the grant of a variance is not necessary at this time for lot recognition. - 2. Tax lots 1000-9-9-11 & 13 were created by separate deeds on Nov.26, 1971,prior to Dec.2, 1971.Based upon the facts and documents submitted into the#6824 file application,the two lots have remained in single and separate ownership since 1971.Therefore;this Board has determined that tax lots 1000-9-9-11 and 1000-9-9-13 have not been merged at any time after July 1, 1983. RESOLUTION OF THE BOARD: In considering all of the above factors motion was offered by Member Horning,seconded by Member Weisman(Chairperson);and duly carried,to Recognize that the subject lots were legally created and recorded,they do not require a variance and they are not merged. Vote of the Board: Ayes:Members Weisman(Chairperson),Schneider, Horning, Dantes. (Absent was Member Goehringer).This Resolution was duly adopted(4-0). Leslie Kanes Weisman,Ch6irperson Approved for filing/ /� /2015 �Oa`f Nm �<ECETVFfl cn •y O IRONPIFE BOARD OF APPEALS tn1-1 � NNI O MARTHA P. LITCH WALTER CFKEENAN / •�fn 0,.� r H y 1y U tl RESIDENCE f U m � FINAL MAP GARCEN ,� ELIZABETH REVIEWED BY ZBA FIELC) V W \DECK py • ESTAWILLIAM H,T WOOD, JR. '�E OF SEE DECISION#68A4 Tc y° AIRPORT V ...: [M 1� 0 OP V LOT 11 U'$� DATED l L 11-0-15- .Ulu. U tfcuuol y ppr AREA = 0.63t ACRES LOCATION MAP SCALE 1"=400' IN 621.21 W'2476.721 MAP REFERENCES J N`S9•A �0`.. 7) J" 1J PLAN OF ROAD DEDICATION LA FORT H.C. F SOU HOLD.NE FOR RACE ---- POINT CORPORATION FISHERS ISLAND-TOWN OF SCH. ON NEW YORK SCALE GARAGE ° NIF 1'-40 FEET CHANDLER 6:PALMER.ENGR'S NORWCH,CONN APRIL 22,1964, p oy TINE RICHARD A MILLER ADDITIONS MAY 29.1964,ADDITIONS JULY 14,1964. Q O GO 30 NOTES.•\\J�'� 1.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED O 3 O \ ```V` HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO >O / BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE W Y ENGAGEMENT. _ Q W 2.)IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON. ¢ L, UNLESS ACTING UNDER THE DIRECTION OF A UCENSEO LAND SURVEYOR.TO Y \j ALTER AN ITEM IN ANY WAY. 0 Adz, o �Jg 1, OR aPF`` u m� �d O ] a"$" SI ONLY AND OF THIS SURVEY MARDED WINK THE LAND SURVEYOR'S a J ¢N SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ME THE PRODUCT OF U 4. $� THE'JJID 5:,..:YOR. V K J L1.1 304 {.)COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODETIC D. F-' O K SURVEY TRIANGULATION STATION'PROS' 1< _ \ n / 5.)SITE IS IN THE TOWN OF SOUTIIOLD,COUNTY OF SUFFOLK TAX MAP 1000, V) (i ` SECTION 009.BLOCK 9.LOT 11 AND LOT 13. W 3 q�n ESTATE OF MARY WOOD ` V / 6.)SITE IS LOCATED IN ZONING DISTRICT R-80. W y�A T LOT 13 Gw F_ `� n \ -p U) r� AREA = 0.68t ACRES // 1 OF Hn1,A 3D2 RESIDENCE C `,i�t•Ok LLA O t^N IRON PI,e ' \O rN DECK (FOUND) '0V 'L O �A i& �Do\\� P\00. MONUMENT 56 / �(JQ Z W 62.T4.42 (FOUND) LOOP N/F NOW OR FORMERLY W 5A! 9 �g h0 S 6 / 9\N• / -0,11- OVERHEAD WIRE D: I 6Tv6 // ------------ EDGE OF GRAVEL a c x'303 / EDGE OF PAVEMENT -- uH G3 QUALITY CONTROL CERTIFICATION GROUPR EWED TE - ---- ' DATE: 04/11/2014 30 16 0 30 ma SCALE: 1" = 30' GRAPHIC SCALE IN FEET cvR SHEET: 1 OF 1 Scott A. Russell ` SUPERVISOR s `,� z AMIA N A\G]EIMIJENT SOISTHOLD?OWN I-3ALL-P_O_Box 1179 'p ) m 53095 Main Road-SOUTH OLD,kMW YORK 11973 Town of�Sto u th o l cl GH"T'ER 236 - STORMWATER MANAGEMENT WORK SHEET SEP 16 2011 ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: t (cHraC ALL THAT APPLE I Yes No A_ Clearing, i ubbin grading or stripping of land which affects more � ®� g� g g� g g PP g than 5,000 square feet of ground surface_ t } B_ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area_ j C_ Site preparation, on slopes which exceed X10 feet vertical rise to d 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard .area_ El E. Site preparation within the one-hundred-year floodplain as depicted on-FIRM. Map of..anX wy aQrcourse_ . . . F: Jh.Mdll,MJbh-of ous surfaces of -1,000--square- feet or more, unless prior approval of a Stormwater Management 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 Cbeck list Form to the Building-Department with your Building Permit Application- D-3 pplication_ Date APPLICANT (Property Owner.Design Professional,Agent,Contactor,Other) S.C.T.M. ": 1000 District b j e NAME_ ,fr Section Block Lot c:,R,E ."ILDIN(. I EPAR-FIJ!:"r l =l_ 0NLY Contact]nfornntiort Reviewed By: /��/� � �`^-/� _ — Date: Property Address / Loca)ion of Construct ion Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Slor mwaier Management Comrol Plan t�Required (Forward to Eng)jieeruig Dep:-irtrnent for Rmckv) I FPI `"u"�'��""'r'• D-9' r'.olessionel,Agent,ConrrWor,Oiherl S•C.T.M. "; 1000SUPCHAPTER 236 [Nil A Stormwater Management Control flan CHECK LIST /D sem le: -= Section Block Lot w V teS M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ; r tiyo >k The applicant must provide a Complete Explanation and/or Reason for not providing 71- -NJ.;,; �� - 2O/J •�lx;t all information that has been Required by the following Checklist! A Sile Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justlf show all of the following iters: YES Nq NA �icatlon Here! If you need additional room for explanations, Please Provide additional Papel. a. Location & Description of Propel-ty Boundaries h. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 ,F. l9l of the Site Boundary as required by §236-17(C)(2). i d. Tes, Hole Data Indicating Soil Characteristics&Depth to Ground Water. C. Limits of Clearing & Area of Proposed Land Disturbance. 1. Exist ing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities, 11 Spot Grades & Finish Floor Elevations for all existing & Proposed Structures. , !. Location of proposed Swimming Pool and discharge ring. ILLJ Loca(ion of proposed Soil Stockpile Area(s). r Locai ion or proposed Construction Entrance/Staging Area(s), I Locat on of roposed concrete washout area(s). [)FtAINAGEINSPECTiONSARIEREQUIKtU In Locallon of all proposed erosion&sediment control measures. contaet TOS Enigiineering at 7 Siormw3ter Management Control Plan must include Calculations showing 1. OR Provide Engineer's Certification j Tal ,I�e "'"mater improvements are sized to capture,store,and Infiltrate drainagetb;it the has been installed t0 Code. l aT s,e I he rulr-Of f from all impervious surfaces generated by a two(2.1 Inch - a ,Tfall /storm even,. 3 Delall}&Sec'lional Drawings for stormwaler practices are required for approval, Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls, h Construction Entrance & Site Access. , C hilet Dl ainage Structures (e.g.catch basins, trench drains,etc.) i°l d Leaching SII'uclu,'es (e. , infiltration basins,swales,etc.) I 1')f:::li'r '\ .;\'I- USE ONLY xY•�:�r ..._.�.__ - �. i.�.. , --_.._.:::::.::::c::�::::.:::-::-::,....c:—::.::-::-._�-:.::... .... - .-. . ... .. Additional Information is Required. ppr vedovedBy: g A & Stormwater Management Control Plan is Not Complete, ppl — — — — — — — — — — — — — — — — —p — - ! — — —Stormwater Management Control Plan is Complete, SMCP has been approved by the Engineering Department. FORM SWCP Check List - TOS MAY 2014 SOOF �ryo Town Hall Annex JxR l Telephone(631)765-1802 54375 Maim Road ,ax(631)76��51 P.O.Box 1179 ragenrichef( �cYlin.SOU d .nV t!S Southold,NY 11971-0959 �� BUILDING DEPARTMENT w..s;.,g swim _. APPLICATION FOR ELECTRICAL. INSPECTION REQUESTED BY: Gt '1 �,��',Q(�,�'� Date: ( (© Company Name: n&c LSC, Name: License No.: ),.x.546"3 _ (h Address: 1.501 )' rno— Cr 666 7 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Earl "Address: 1 ( e S•C I�G�� . *Cross Street: ltd i,'1 I-h►?�0 i�l'�(' *Phone No.. (e 0, 434, 11 _ Permit No.. Tax-Map District: 1000 . Section:. Block: Lot: l I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ►'l�r,�s a oo �a-Y' tJ� 04-je�-�- - (Please Circle All That ApPly) .� *Is job ready for inspection: YES • Rough In Final *Do.you need a Temp Certificate: : YES NO - Temp Information(it needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service: Re-connect .Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION glo Ceyp&r - Co-0 v&1-&- .82=Request for Inspection Form ~ �Qc�UfFfltk00 Town Hall Annex �� Gy:� Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING. D•EP')4RTIVIENT NOTICE OF UTILIZATION•OF TRUSS TYp;E CONSTRUCT_I.ON, PRE-ENGINEERED WOOD CONSTRUCTION A01,011TIMBER CONSTRUCTION Date: _�� — 2 04 l ' • .. Owner.. �/�/ /✓ /� 1: _ -t � '..—.._tet- •I' s:�`w.4.Z�•,d$•.' •:f'. 4 - • _ '• Y;jv-6.`.. .(r r.rsiv^i.aT�s'yrl:.�`';'i Location of Property: ", � ,lyM1,^i.• t"."�,• ('}d. .X47... .:y v. Please take notice that the (cfieak ap ['Sbl�`lin'e): � <' New residential structure :-; Addition to existing:residential structure A' Rehabilitation to:awbAsting.residential strud66 1 y` to be constructed or performed at tfie�subj.- f a ,rdfer n:oe above will utilize (check applicable line): - .. . Truss type constrf iotiora.( ' Pre-engineered Wood,o�tstruc_t4ort' V17). �;� Timber construction (TC). : in the following location(s)(check applicable line): Floor frar-ring, including;gir-ders::and,. earns(F)". S 1 P Roof-fr-ariaing {R)''. • - Sig' An e )S Floor and roof framing (FR) Signature: Name (per sdn,su1Dmitting this form-): .<—Dv ilb 6:00 e Capacity (check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER I , ftErLECT(1lc RF,D - ROMAN ALPHANUMERIC . :'PANTOUE %i' DESIGN AT RUCTION gt: - PMS #f8? j. TYPE'B?�SDLON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2t"MIN -- t-, -• REFLECTIVE ' WHITE ' 1l2"-STROKE . •'':. . � . r` SS GIJNSTRUG 'N "F" FLOOR FRAMI*NG,•1, CLUDING GIRDERS AND 8,@A S=•..'.' :,': .. "R" 4tQOF,. -RAt�IING,ii'-,.;,:.• •;�.. .:: "FR" FJ+d�OR i'� tb••It0•iSfi' hiIOG . �ANCEWTH'(9WACRRRART_12-6,S4q�: ;. . COdES OIV,(SIQN EXAMPLE TRUSS I�IFICA�- M SIGN DATEU0812005 -� ' NES' Ifo STATE DEPARTMENT F ST A T E a j DIVIS-(0N -®F CEDE ENFC�RCEMENT ;a iz�IieNxax t AND ADMINISTRATION February 22, 2016 D D 491) Mr. Michael Verity FEB 2 5 2016 J Southold Building Department CMETown of Southold BUILDING DEPT. PO Box 1179 TOWN OF SOUTHOLD Southold,NY 11971 Architecture Engineering Re: Bunaes Fishers Island- SCTM Ref.- 1000-009-9-11 Planning Land Surveying Dear Mike: Environmental Services On our last trip to Fishers Island we located the new residence, under construction, at the captioned site. Enclosed are 3 copies of our plan showing the house location. Please contact me if you have any questions. Yours t Richard H. Strouse, P.E.L.S. I Vice President Natural Resource Management Email:rstrouse@cmeengineering.com Cc: H. P. Bunaes 25 Hull Cove Street Jamestown, RI 02835 CME Associates Engineering, Land Surveying,&Architecture, PLLC. 1. 860.928.7848 ® www.cmeengineering.com A 32 Crabtree Lane,PO Box 849,Woodstock,CT 06281 Co=ai.tment, Meaning & Excellence. In All We D August 12, 2016 AUG 18 2016 Mr. Michael Verity BUIE,DING DEPT• Southold Building Department CMETown of Southold TOWN OF SOUTI�OID PO Box 1179 Southold,NY 11971 Architecture Engineering Re: Bunaes Fishers Island- SCTM Ref- 1000-009-9-11 Planning Land Surveying Dear Mike: Environmental Services I have received the approved plans from the Health Department and enclosed is a copy for your files. Please contact me if you have any questions. Yours t Richard H. Strouse, P.E.L.S. I vice President Natural Resource Management Email:rstrouse@cmeengineering.com Cc: H. P. Bunaes 25 Hull Cove Street Jamestown, RI 02835 CME Associates Engineering, Land Surveying,&Architecture, PLLC. 860.928.7848 ® www.cmeengineering.com A 32 Crabtree Lane,PO Box 849,Woodstock,CT 06281 Commitment, Meaning & Excellence. in All We T.. u. APPROVAL OF ST MANAGEMENT >u n bb 6 IRON PIPE N/F 'c / CONTRO P �-T� n-Code r (FOUND) " \ n' WALTER C. KEENAN Q IV U Y SINGLE FAMILY RESIDENCE J �- :. s % MUNICIPAL WATER 3" Date: W J bA a ON SITE SEPTIC 4' 0 -,• APP r V d bY sED OF WN . f2E, MAX4 MAX �,;4 ❑4 m w1411 � 6��°° gA� _ Y � w o N/ AREA = .517E 0 C0 Y ? o E �C MART LITCH 6 �2+ -� 0.63 ACRES � �-,� u v e CONSTRUCTION ENTRANCE SINGLE FAMILY RESIDENCE '+ � \ PROVIDE �I F x�� In MUNICIPAL WATER ` SILT FENCE v y PLAN Ca cc F., _ NOT TO SCALE ON SITE SEPTIC (�DETiVL) °- Q _ o w �It.�-fE�cE I w ¢ 3; 4' 64 P a^ RESIDENCE -\ 10'RELOCATED ASR PIT WEDI 10 4U 10'BIR �PlASTIC SHEETING,IRM F-4'-T ELIZABETH ll� ci \ gym\ uwTs OF // ENDS INTO GRACE SECTION PROVIDE STRAW BALES BA�)J FIELD t' REMOVE / _ - WITH SILT FENCE POE TREES �:J 7.225 C� AIRPORT i; W /p3Da .`t �'- As ORECTm CdICRETE WARN Ir PIT y 1 17.225*SF NOT TO SCALE N'CAIRDEN BY OWNER @ Nf3- AREA 2- _ '�' PROVIDE RNN CARD-OFF. FIXE N NOTES:DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL r 1 `WaYEWAY RUN-OFF.GRADE ��/ 10'BIRCH DRIVE TO TILLS AREA PLANT CONSTRUCTION,LARGER PROJECTS OR PROJECTS REQUIRING 1'� DECK Z RE'B'ATE !C AS DIRECT�BT ONNEfl \ PUN PS MUST BE SIZED ACCORDINGLY(7 GALLONS/TRUCK, LOCATION MAP SCALE •�=4001 \MONUMENT �, �\ i LICE � Qi � (SEE AREA`2�CALGILATION) •Qi,$, 50 GALLONS/PUMP,PLUS MIN.V FREEBOARD). (FOUND) �/¢I� - ) ' 1 by ,L6 1 S` \� 0 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM YAP REFEREICFB `� ( y PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES I.)PLAN OF ROAD DEDICATION AT FORT H.G.WRIGHT PROPERTY FOR RACE ` N 622.24 Y {�FI- _ E�" } / POINT CORPORATION FISHERS ISLAND-TOWN OF SOUTHOLD.NEW YORK SCALE P`% EE C r r PROVIDE CONCRETE ]SR OF ITS CAPACITY. C GRADE TD MU 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT WASHOUT 1'-40 FEET CHANDLER h PALMER,ENGWS NORMCH,CONN APRIL 22 1964, (SEE DETAIL) E F ASy.�e�E ADDITIONS MAY 29,1964,ADDITIONS JULY 14. � �, EROSIOAP�t WO MENT CONTROLS DECK' \-" 'r Shall include but not be limited to: NOTES 7� IJ THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED 6\/ ' PROPOSED --��- _•��_„�- �.GARPGE \A well maintained Construction EntranceI HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO * RESIDENCE -ts BETW£EFI THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE FF-J1A -C l,= T \u 1, t AREA_ ��rr ` ire Backed Silt Fencing stabilization& ENGAGEMENT. JOY-'1 • ,,Pe,�� " /'' 12065 Sr \\. /�� ) L \ / fjy Q \ �• I(J ! 2 IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING NNS THE DIRECTION OF A LICENSED LAND SURVEYOR"TO ding of e�o5ed an4j_arjnactiuP sALTER AN J.)ONLY COPIES N THIS GI SURVEY SSEDMARKEDO WITH THE LAND SURTHE PRODUCT N/F - _ \ RIB SIGNATURE AND AN ORICOIAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF �y v_ ,YJ} �` �, PROVIDE TWO WO X K N/F THE LAND SURVEYOR. SINGLE FAMILY RESIDENCE EXISTING WATER MAIN \ "" ;' DRY WELLS RICHARD A. MILLER APPROXIMATE LOCATION / \ I'; `W (SEE DETAIL) \ SINGLE FAMILY RESIDENCE 4.)COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODETIC /�� 8•S' `� �� q9 ; .(Y' `SIA SURVEY TRIANGULATION STATION'PROS' PROVIDE CONSTRUL'710N �• \�;� • °0 +'( \ e 6 `op, `.� N/F \ MUNICIPAL WATER w ENTRANCE -�l'�'p \ ` ESTATE OF MARY L WOOD \ FISHERS ISLAND SEWER DISTRICT 5.)SITE IS M THE TOWN OF SOUTHOLD.COUNTY OF SUFFOLK TAX MAP 1000, Q -- DETAIL) I ° oy �`. SINGLE FAMILY RESIDENCE SECTION 009.BLOCK 9,LOT 2K� MUNICIPAL WATER 6.)TOTAL AREA-0.64*ACRES. w Z o °o V FISHERS ISLAND SEWER DISTRICT Q m r "\ �•\ N DRAIN GE INSPEMONS ARE REQUIRED 7-)SITE 0 LOCATED IN ZONING DISTRICT R-80. Z \$ I W 5346-27 `, Q -� f I Contact�OS Engineering at 765-1560 befote°��T LOT COVERAGE_*7.36% z o�w Z __ BENCHMARK PK NAIL ) , P11 E CLEAN«n Backfill,O Provide Engineer's Certification w Q tTR0>g ELEVATION w In REMAINS TE that the dra"Mage has been installed to Code. CONCRETE _ \PROPOSED WIDESE 10' % NCL K¢ AREA 1- FOUNDATION .\ \ WIDE SEWER m[,i 4-P STM L.F. \ \Hoot IrAAm Q W PROVIDE RAIN GARDEN EASF]/ENr 4'PVC A57Y D-J034 hB TYPI P Ah N AND GFFOIN[•FOR RAM GARDEN AREAS, FOR DRIVEWAY RUN-DET \ SDR JS AT 251D \ Pry GRADE DRIVE TO THIS AREA \ N Z N ).SEED NIX-NEW ENGIANO COASTAL SALT TOLERANT GRASS YI%, PLANT E DIRECTED BY OWNER I�m Z O NEW ENGLAND EW PLANTS,INC, (SEE AREA 1 CALCULATION) r.[ 2.MEDUM SHRUB-BAYBERRY.' 'CA(MORELU)PENSILVANIG � I I X _ \ IRON PIPE // /,mow 3.LOW GROUNDCOVER-BEARBERRY ARCTOSTAPHYLOS UVA-URSI \ - / Z 4.NEDUM GROUNDCOVER-SWEET FERN COMPTONIA PERECRINA n \ UNITS ERRNG /. F r fi \ (FOUND) ro N/F 'A n .}:.. ' // niw rAYIK: /ixm.,R ra,+'Fi w CK- POLE FAMILY RESIDENCE POLE ' N pc"y Z 302 �i RESIDENCE: GTy C`V 21'o T \ PROVIDE ' � _ MH LE MANHOLE 299 0^EASEMENT LINE TABLE (SEDEAL) PRPVC OVIDE 75*LF. DECK ASTM 35 AT 3.19%# Length Directio9J SEWER L7 10.85 N62'0Y 33E O S s/�I ss Pve � ,n I L I 0m mo 0e o0e m0e I ' S 23(RYWA7ER ORYWFLL DETAIL tz 90.20 SIDS m'1a'E \ -7<3 \ \\B y L4 � /� xoT ITR s<.14 L3 70.58 S72.4r 08.E \ \ \ 19s - z s / DRAINAGE TION (MAIN RESIDENCE) O - 9 IS 8240 N7rSET 59'49'E - // - l5 77.08 Sat'21'00'W _ _---' � � / �►" ROOF AREA=1,206.5 SF gg EXISTINQ Mi f POLE REWIRED 1,206.5 SFX 1.0 X 2/12 v 201.08 CF N B L6 49.37 577'S9'{8'1Y \ N.H300 / 201.08 CF/28.27 CF/VF-7.11 VF - L7 79.90 N72'4Y OB'W \\ T.F.2].0. 186, // USE TWO(2)-6.0 X 4-DEEP DRY WELLS > LB 9269 NOS'01'10'W / / av / 900 O ARaFICA71ON9 � DRAINAGE CALCULATIONS GORIVEWAYI RhB-RIVERHEAD AND HAVENS SOILS-0-8R SLOPES c TANDAPD wNeLEFRAKE 4 cMR ESS / \ // a �R��4 DRIVEWAY AREA 1-1,180 SF TEST HOE DATA ODrtRr SE [GEED BT THE CNOI V \ MH REQUIRED=1,180 SF X I.0 X 2/12-197 CF BY:R.STROUSE P.E.L.S. (10/13/2014 '•cRav1 Ao usT�TO�auoF KII I.YI�xlxa-ES \ Pp \ Q0? // RAIN GARDEN AREA=460 SF%0.5 DEPTH=330 CF ' 2�• gi'PRECAST RINGS // �` 0'-4'TOPSOIL / DRIVEWAY AREA 2-2,710 SF 4'-12'SUBSOIL PRECASr�IXE CT.CONCJIETE � POLE �1 REOUIREO-ZARE SFX 1A X 2 12-452 CF E ca¢CKVETH v� _ 3Q3 / 12'-6'POORLY GRADED SAND SP m 8 // RAIN GARDEN AREA=1030 SF%0.5 DEPTH=515 CF OLD FOUNDATION&RUBBLE IN SOME AREAS a COATKT[Rlors SINFiwi I - a 3 MH IQ+ nM HEA Brtwl I/]-/F DeRla GR[ac eENd vp- WOVEN WERE FENCE(MW.N o ALL 4O NIS 9eLL VE RM8M `I i FLEK IeLF�PIPE TO / SILT FENCE GAUGE W/MA%.6'MESH EBD CASKETS IN ACCORDANCE rI TH ASTM YANIOLT CN+ECi ION. SPEC C-741 6a DETAIL•A•. SPACING) / 1)'M 36'MIN.LENGTH FENCE N/F NOW OR FORMERLY EO x NOweSt PIPE CENTER 7 POSTS DRIVEN MIN.16' SF SQUARE FEET O r - [NGM PElulTl[O / WOVEN CARE FENCE(YIN.14 ISI °CENTER INTO GROUND blEll sr[[L STRAP - / III --28-- EXISTING CONTOURS _ I/2 GAUGE W/MAX.6-MESH 4 SPACING)WITH FILTER QOM I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE I+ ® PROPOSED CONTOURS n 40'Du ^ BES N STAPLES.POSTS SHALL BE STEEL EITHER'r OR'U'TYPE OR 36-MIN.FENCE POST I RETAINING WALL DATE: 10/09/2014 HARDWOOD. UNDISTURBED ,CII B' -7/�BvmKEx STOKE 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WIN TIES FL0- GROUND FENCE PROJECT# 2014830 FLEXIBLE SLEEVE SPACED EVERY 24'A7 TOP AND MID SECTION,FENCE SHALL BE WOVEN WIRE. `;�;\ 7/1� _ .(WW`(l. BRUSHLINE 6'b-DIA 6'MAXIMUM MESH OPENING. COMPACTED SOIL' ��l 6 ��;: p HEIGHT°F ALTER a 16 MIN. DETAIL • 3)'MEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH DINER THEY SHALL BE ��`��::�'��, .. I AA.O PROPOSED SPOT GRADE SCALE: 1" = 20' QUALITY CONTROL CERTIFICATION NOTE:PRFUST Y C SHALL BE Ix EMBED ALTER ;/ GROUP REVIEWED DATE AEtam E 111H ASw 0-474 OVER-LAPPED LAPPED BY CO INGLES AND FOLDED,FILTER CLOTH SHALL BE EITHER q MIN.OF 6'IN GROUND" I FR 7h9 SOIL SYMBOL FILTER X.MIRTH 100X.STABILNNA T140N,OR APPROVED COUIVALENT. 6'IH 4.PREFABRICATED UNITS SHALL BE GEOFAB.ENNROFENCE.OR APPROVED 4r0� 1 MIN. WATER VALVE SHEET SANITARY MANHOL EQUIVALENT. 'T` OF 1 SECTION VIEW 4/ 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 2O 10 D 20 'BULGES'DEVELOP IN THE SILT FENCE. CONSTRUCTION SPECIFICATIONS PERSPECTIVE VIEW GRAPHIC SCALE IN FEET N .10 0 0 0 o 0 0 0 o Diu 010 010 010 o ° via CIO CIO 0 0 o n o n o 0 .1. 0 Q o a o N 0 0 0 C7 CO IRON PIPE NIF o o Z (FOUND) WALTER C. KEENAN o o " ' Q •N r a SINGLE FAMILY RESIDENCE ,� N o� L de MUNICIPAL WATER EDGE OF LAWN � ON SITE SEPTIC o 4' 4, o bAr. ✓✓ �'s,�o QG/�'FO �y1' n� aMAX MAX 4 o I-�--1 Q 00 ° ° Q, eo CO ITER Fqe N N/F AREA = o o �o�R 5ITE � �! N ¢ N RIC MARTHA P. LITCH ,y�y5 ,24-\ 0.63 ACRES SINGLE FAMILY RESIDENCE PROVIDE ��i Y m CONSTRUCTION ENTRANCE � �� o = MUNICIPAL WATER SILT FENCE Q PLAN U NOT TO SCALE "' ON SITE SEPTIC ) ►� o w SEE DETAIL c3: �'+ "� 0 u 4' U J ! 3' J1 RESIDENCE 1' M N. 3 RELOCATED UNE PIT WITH 10 MIL / PLASTIC SHEETING, KEY 4 -� EL I Z,4BETH G U M 10" BIRCH / ENDS INTO GRADE PROVIDE STRAW BALES BACKED N M SECTION WITH SILT FENCE (TYP) r-I E�-O c° `� POLE #308 / \I,I� I\ CONCRETE WASHOUT PIT AIRPORT / IDS0INY \ NOT TO SCALE \ GAFDEN I i �QE Gam` NOTES: 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL \ DECK // I�I\ I NII1111\�\� 10" BIRCH \ Q' CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING MONUMENT / il�I\ UCE RELOCATE �A \\ o -'o` PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, LOCATION MAP SCALE 1 "=400' ��•// / --LIMITS OF cr O, 50 GALLONS/PUMP, PLUS MIN. 1 FREEBOARD). \ (FOUND) til 4,�P �I;I` 28 CLEARING � I` �6 16,500h SF 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM VAP REFERENCES N 622.24 QP�� I` 1 TREE PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES r.H PROVIDE CONCRETE 75% OF ITS CAPACITY. 1.) PLAN OF ROAD DEDICATION AT FORT H.G. WRIGHT PROPERTY FOR RACE '";��., W 5478. 72 �r TRUCK WASHOUT POINT CORPORATION FISHERS ISLAND- TOWN OF SOUTHOLD, NEW YORK SCALE AREA 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT 1 40 FEET CHANDLER & PALMER, ENGR S NORWICH, CONN APRIL 22, 1964, 14" TREE ` Rh6 (SEE DETAIL) OF WASH WATER. ADDITIONS MAY 29, 1964, ADDITIONS JULY 14, E } •� 1 E y STOCKPILE AREA o DECK l \V REMOVE '' \ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED TREES PROPOSED ` �\ GARAGE HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO DIRECTED RESIDENCE s. \ � i` I ' `>S BY OWNER G FF - 31.0 �'�� BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE POL307 I � � � Ef'� �1 � � x �� EUGAGEMENT. AREA - \ \� \ '' � �• 1P 1206.5 SF \�!� l� 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, \ p / \ / = UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO 00' �. `\ i� � \ \ \✓ / �\ _� tog ALTER AN ITEM IN ANY WAY. \ 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S S� �. _ .,,�`:•. ., RhB �� I��D�\\\\ ` /��I��\\� 18" PINE ) N/F S;GNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ai r- �• �' ' ` PROVIDE TWO 6'0 X 4' N/F TiHE LAND SURVEYOR. a SINGLE FAMILY RESIDENCE EXISTING WATER MAIN �'=� 25' ,�• `� \\ DRY WELLS RICHARD A. MILLER w APPROXIMATE LOCATION �:::..:' %_ /�' 8 SP p1 \ �� (SEE DETAIL) 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC E- $ � 6� 5 \ � SINGLE FAMILY RESIDENCE ) vs �' �� 04 �`� N 2 5 9�1 \� �' `\ MUNICIPAL WATER SJRVEY TRIANGULATION STATION "PROS" V) PROVIDE CONSTRUCTION \ / � Lij ENTRANCE FISHERS ISLAND SEWER DISTRICT 5) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, (SEE DETAIL) \ ESTATE OF MARY L. WOOD \ Q Ute' '� J / �� `\ SINGLE FAMILY RESIDENCE SECTION oos, BLOCK 9, LOT 11. (n Z I u:c> ��L MUNICIPAL WATER Y 3I`" O cro \ 9,� \ 6) TOTAL AREA = 0.64± ACRES. `�\ FISHERS ISLAND SEWER DISTRICT W 0 � N 544.12 \� \\ 7.) SITE IS LOCATED IN ZONING DISTRICT R-80. Z O O, W 5341.47 \\ \ Of w O W POE ��656 I Y rn \� \\ \ 8.) PERCENT LOT COVERAGE = t7.36% Z IA_O a a, Z _0 - C)M "0 Li.l D BENCHMARK PK NAIL \ PROVIDE CLEAN OUT `. 0 > z ELEVATION = 25.37 - TO GRADE `\\ \\�� O w REMAINS OF 0 �� `�� \ i Fn a� J W CONCRETE \ PROPOSED 10' ` FOUNDATION \ WIDE SEWER PROVIDE 116± LF. �'� �� of � 4" PVC ASTM D-3034 Rhg `\ �� \ PF'OPOSED ROOF LEADER / Q W EASEMENT SDR CAT 2.5% RCSIDENCE / m Z O L'- O N / � // 4" PVC WYE \ \ IRON PIPE OVERFLOW OMITS OF \ (FOUND) To LEEN CUT r Q f CLEARING / OVER6DRYWELLO BLOCKS AND CATCH N F _p �S m / � BASIN GRATE TO GRADE SINGLE FAMILY RESIDENCE ��Z Z rn POLE / FILTER FABRIC (NEENAH R-2525-F) OR EQUAL 302 RESIDENCE ti� a �- PROVIDE POLE 90' BEN 0 0 0 OO 0 w t2 `'_ �'� L' \ MANHOLE / 299 m o O o 0 �'n 0 �� \ (SEE DETAIL) / 4" SDR 35 PVC o 0 0 ��\ PROVIDE 75± LF. o I o rn DECK 0 0 0 Oo 0 4 PVC ASTM D-3034 MH O 22'1' SDR 35 AT 3.199L 1" STONE OR o y+ , EXISTING SCREENED GRAVEL m O SEWER / s 1' 6' 1' O AJ lJ I c \\\ \ 7Q \ S\ _�S STORMWATER DRYWELL DETAIL 8' / NOT TO SCALE \ 7S . S z w C� `', _. Z \\ \ `� 19.5' / o S_ / O v � �42.08� DRAINAGE CALCULATIONS (MAIN RESIDENCE) � N / -� ROOF AREA = 1,206.5 SF - o i bii1 \ EXISTING\ M% / POLE / REQUIRED = 1,206.5 SFX 1.0 X 2/12 = 201.08 CF �= �� o 1 \ M.H. 300 201.08 CF / 28.27 CF/VF = 7.11 VF v L. �v c� 11r- \ T.F. 27.0 19.6, // USE TWO(2) - 6'0 X 4' DEEP DRY WELLS. > bi o u w > m // / SOIL CLASSIFICATIONS r cx w CL �" © a / RhB - RIVERHEAD AND HAVENS SOILS - 0-8% SLCPES Q STANDARD MANHOLE FRAME & COVER UNLESS / 0 OTHERWISE DIRECTED BY THE EN 3 I NEER v / Q \'Q / TEST HOLE DATA 1" GROUT �a ADJUST TO GRADE WITH AIN 2 COURSES \ c�0 \ MH P / BY: R. STROUSE P.E.L.S. (10/13/2014 0 2'-0• MAX 4 COURSES OF CONC BRICK \ QO / z DIA OR PRECAST RINGS // ' 0"-4" TOPSOIL PRECAST REINFORCED CONCRETE STEPS POLE �`�' / 4"-12" SUBSOIL MANHOLE CONE SECTION w 303 / 12"-6' POORLY GRADED SAND SP N Z __ - -a- / OLD FOUNDATION & RUBBLE IN SOME AREAS w 3 COAT EXTERIOR SURFACE z 0.8 D MH Z WITH HEAVY BITUMIN PAINT �_ 1/2"/F BRICK OR CONC BENCH O s Q m � ALL JOINTS SHALL HAVE RUBBER 0j O' WOVEN WIRE FENCE (MIN. 14 FLEXIBLE, PIPE TO ❑ GASKETS IN ACCORDANCE WITH ASTM M w MANHOLE CONNECTION. GAUGE W/ MAX. 6 MESH II EDEN,-n SPEC C-361 9" SEE DETAIL "A". SILT FENCE SPACING) 00 co N/F NOW OR FORMERLY o = Of = o NJ NORMfL PIPE 10MAX. CENTER 36" MIN. LENGTH FENCE m cV 1 O- Y of I N LENGTH PERMITTED TO CENT POS'"S DRIVEN MIN. 16" SF SQUARE FEET O o J Z STAINLESS STEEL STRAP _ // WOVEN WIRE FENCE (MIN. 14 �I ER INTO GROUND v zz w 1/2 GAUGE W/ MAX. 6" MESH - - 28 - - EXISTING CCNTOURS w Z v o • SPACING) WITH FILTER CLOTH ? 0 0 w < = 0 Li ,•,:• 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE I °� PROPOSED CONTOURS O_ m o 0 0 0 L� 48" DIA i•.N s" M TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR 36" MIN. FENCE POST I o 8" HARDWOOD. UNDISTURBED RETAINING WALL DATE: 10/09/2014 •. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES FLOW GROUND I FENCE 12" - 3/4" BROKEN STONE SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, \ \ PROJECT# 2014830 FLEXIBLE SLEEVE 6" MAXIMUM MESH OPENING. /\ -HEIGHT OF FILTER = 16" MIN. BRUSHLINE s'-0" DIA COMPACTED SOIL �\ Z \\ \\j\\j\/\ ► DETAIL "A" /� a / /\//\ \ x 29.0 PROPOSED SPOT GRADE SCALE: 1 = 20 QUALITY CONTROL CERTIFICATION NOTE: PRECAST MANHOLE SHALL BE IN 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE EMBED FILTER CLOTH o \ \\ GROUP REVIEWED DATE ACCORDANCE WITH ASTM C-478 FILTER X,PPED M RAFIIYSIX 10 X,INCHES AND STABIL KA T1040N FOLDED, LTER APPROVEEDHSHALL BE EQU EQUIVALENT. A MIN. OF 6 IN GROUND �/ \ \\ \\//��//\//\\/ Rhg SOIL SYMBOL PROJECT MANAGER 4„ � -6" MIN. WATER VALVE SHEET SURVEY 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED wv O F ENVIRONMENTAL SANITARY MANHOLE EQUIVALENT. O� CIVIL 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN ,SECTION VIEW 20 10 0 20 STRUCTURAL "BULGES" DEVELOP IN THE SILT FENCE. CONSTRUCTION SPECIFICATIONS PERSPECTIVE VIEW GRAPHIC SCALE IN FEET ARCHITECTURAL Q' U J IRON PIPE N F �. •i .. 00 o (FOUNE D) WALTER C. KEENAN U) � � o SINGLE FAMILY RESIDENCE J Q _ •� °i o MUNICIPAL WATER V Y (- ON SITE SEPTIC J •� :� C)� o LLJ O15 0 E 61 QGF w Q W N F AREA = SSR Q Cz � •.'_ a; a; / SITE, MARTHA P. LITCH �5 0.64( ACRES 0 ��R V C ;, a>a N N SINGLE FAMILY RESIDENCE '� � �, co MUNICIPAL WATER o -z Cc o� ON SITE SEPTIC �`- �`'• Q i N w o W � r' � 0000 � U) 5o U ca EL I Z,ABETH POLE A�I RPORT #308 i i` N l it o. • \ MONUMENT ' LOCATION MAP SCALE 1 "=400' _\ (FOUND) \ \ N 622.24 \ HOUSE UNDER MAP REFERENCES . z� .'\ ,�; ,; ,; C❑NSTRUCTI❑N- 1.j PLAN OF ROAD DEDICATION AT FORT H.G. WRIGHT PROPERTY FOR RACE x,,,,. 43D I,. ,�P� , W 5478. 72 i !; '� LOCATED POINT CORPORATION FISHERS ISLAND- TOWN OF SOUTHOLD, NEW YORK SCALE 1"= 40 FEET CHANDLER & PALMER, ENGR'S NORWICH, CONN APRIL 22, 1964, 02-18-2016 'u ADDITIONS MAY 29, 1964, ADDITIONS JULY 14, �00+ NQTES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE POL ' i" 307 v ° i 'r ' % ENGAGEMENT. \ R6`• � r ! 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 1g`L1� \ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S N%F a SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF EXISTING WATER MALN �, SINGLE FAMILY' RESIDENCE s N�F THE LAND SURVEYOR. APPROXIMATE LOCATION RICHARD MILLER SINGLERESIDENCE SIDENCE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC N/F \ MUNICIPAL WATER SURVEY TRIANGULATION STATION "PROS" (10 Lli ESTATE OF MARY L. WOOD \ FISHERS ISLAND SEWER DISTRICT 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, � Q SINGLE FAMILY RESIDENCE SECTION 009, BLOCK 9, LOT 11. Z MUNICIPAL WATER Y 6.) TOTAL AREA = 0.64( ACRES. A � FISHERS ISLAND SEWER DISTRICT 0 �tA �0- N 541.58 0 oo, W 541.58 \ 7.) SITE IS LOCATED IN ZONING DISTRICT R-80. � z m o O>_ -�- PO E � �1 , \ 8.) PERCENT LOT COVERAGE PROPOSED = t7.36% w D W O Li 304 Z LL_O w O mu) z BENCHMARK PK NAIL EASEMENT LINE TABLE f= w � o — 0 ELEVATION = 25.37 a•j o z \ Line # Length Direction Lu Lj \ EXISTING 10' " \ J w \ WIDE SEWER L1 10.85 N62' 07' 33 E \ Z EASEMENT L2 90.20 S05' 01' 10"E �- Q w 2 / z Ln N L3 70.58 S72' 42' 08"E (n z O LL_ L5 37.08 S62' 21' 00"W L4 82.40 N77' 59' 48"E IRON PIPE // Q �— n \ \ _ c� \ \ (FOUND) / N/F -;r- Q S L6 49.31 S77' 59' 48"W -�- / SINGLE FAMILY RESIDENCE �� 2 L7 79.90 N72. 42' 08"w POLE �� / Gy 02 3 Z �p T L8 92.69 N05' 01' 10"W -�- POLE \ O� �� 299 MH EKISTING / OSEWER / m \ s _ � s \ � o S V15 pro L7 / -o- _ W \ �W, EXISTING M� 6 POLE / \ \ M.H. 300 _ \ T.F. 27.0 / D w � w FEB 252016 P BUILDIN(;DEPT. 303 Z STEPS POLE `��\' / _ TOWN OFSOUTH MH O �— a Q D m m < Q I F__GFNn a o rq n / 00 co cn cn / NSF NOW OR FORMERLY m oN I � y (if I CN o O O 0 Q � Z LLJ z wLl I O O cn Q w 00 w cr O w m = O J a_ m o 0 O C) i DATE: 2/22/2016 PROJECT# 2014830 QUALITY CONTROL CERTIFICATION SCALE: 1 " = 20' GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL 1 CIVIL 20 10 0 20 STRUCTURAL ARCHITECTURAL GRAPHIC SCALE IN FEET U) (� 1 KON PIPE N/F �' .� aj 00 (FOUND) WALTER C. KEENAN '- � (0 o SINGLE FAMILY RESIDENCE J Q C °i o v 6 MUNICIPAL WATER C) ON SITE SEPTIC C = Y o c 0 <1 \ O W V �0 2 5� CL o � E 61 QGF iu� Q o (z L) - >,o : SITE N/F AREA — SSR U o , MARTHA P. LITCH �5 0.64± ACRES R / N SINGLE FAMILY RESIDENCE0 MUNICIPAL WATER o \ ON SITE SEPTIC Q i N \ - N W 00 00 _\ i '�.� Cl) M 00 \ice\ � W //1 M Ca J / ELIZABETH \� #308 ` \ AIRPORT o .: MONUMENT LOCATION MAP SCALE 1 "=400' (FOUND) \ U: Os N 622.24 o H❑USE UNDER MAP REFERENCES ,y CONSTRUCTION- 1.) PLAN OF ROAD DEDICATION AT FORT H.G. WRIGHT PROPERTY FOR RACE W 5478. 72 , ; ; ., Kr:,� ,.� LOCATED POINT CORPORATION FISHERS ISLAND- TOWN OF SOUTHOLD, NEW YORK SCALE I` / 02-18-2016 1"= 40 FEET CHANDLER & PALMER, ENGR S NORWICH, CONN APRIL 22, 1964, \ �� %�';',.% / • • \ / , ADDITIONS MAY 29, 1964, ADDITIONS JULY 14, NOTES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED `'� AR" HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO ' BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE \ PoL p \ ,j %/ '1 ENGAGEMENT. 307 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, \ \ 0 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO \ ALTER AN ITEM IN ANY WAY. ,�g'L1y \ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S N/F N F SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF SINGLE FAMILY RESIDENCE EXISTING WATER A.N �� I c3` THE LAND SURVEYOR. APPROXIMATE LOCATION \ RICHARD A. MILLER SINGLE FAMILY RESIDENCE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC S N/F \ MUNICIPAL WATER SURVEY TRIANGULATION STATION "PROS" (n ESTATE OF MARY L. WOOD \ FISHERS ISLAND SEWER DISTRICT 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, � LdQ 0SINGLE FAMILY RESIDENCE SECTION 009, BLOCK 9, LOT 11. MUNICIPAL WATER Lj z Y / `A so FISHERS ISLAND SEWER DISTRICT 6.) TOTAL AREA = 0.64t ACRES. z Q m O o o- N 541.58 7.) SITE IS LOCATED IN ZONING DISTRICT R-80. g z O, I W 5346.27 Q / -o- POE \\ 8) PERCENT LOT COVERAGE PROPOSED = t7.36% 0=) LTJ 0 uj 30 I Oom � � z BENCHMARK PK NAIL EASEMENT LINE TABLE < QJ D o zz o Q g �- J w J w cn ELEVATION = 25.37 Line # Length Direction \ J � C/) \ \ EXISTING 10' \ L1 10.85 N62 WIDE SEWER ' 07' 33"E \ z Q � EASEMENT L2 90.20 S05' 01' 10"E �- Z L3 70.58 S72' 42' 08"E / Z Q LL. L4 82.40 N77' 59' 48"E IRON PIPE // Q F— "'v � (FOUND)L5 37.08 S62' 21' 00"W \ Z NIF � \ \ / L6 1 49.31 S77' 59' 48"W SINGLE FAMILY RESIDENCE �� 2 L7 79.90 N72. 42' 08"W POLE 302 L8 92.69 N05' 01' 10"W \ L POLE 0 299 � Q �� \\ // 6\\� MH 11� EXISTING // m \ O Q� SEWER I _ 5 o v5 5 z tSO t75 / // M O N H o W, EXISTING L6 POLE DCn � \ M.H. 300 — \ T.F. 27.0 // FEB 2 5 2016 BUILDING DE M. TOWN O SOUTHOLD o \\ / MH z STEPS POLE 303 -44– / Q V) 01 LLJ 3: MH 0 ~ Q -0 Q 7 m m Q LEGEND 0 0 0 / 00 00 `r cn V) / N/F NOW OR FORMERLY 00 o I Qf y Of I o Ou o 0 o J 3 Y 9 3�: C) o 0 0 un Q w U w m O w m = 0 _j d m D U U DATE: 2/22/2016 PROJECT# 2014830 QUALITY CONTROL CERTIFICATION SCALE: 1 ' = 20' GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL 1 OF 1 CIVIL 2 STRUCTURAL 0 10 0 20 ----ARCHITECTURAL GRAPHIC SCALE IN FEET na,r;Go�Ns]r�5 1T�CnuE 5ETTE AME]ER-0' /// \ 33—Cro::Way,Ma—dd.CT 06268 uu0(%Wi in�Ei Anp N/F I 1 101 Ea:A-,Or Ne,111 Floor cunEr pFEN�nGz HENRY L. FERGUSON / 1 Ea:+HRmem cT pfi+ae MUSEUM I (/ _ 1)„ I esaaes+ass I•+•�..a„�Pae,e,.rpn, 'VACANT LAND" N/F 11 U� 1 JAMES W. BENKARD 1 I - _ y J 'VACANT LAND" i cpN.sr VE CRETE CORS 000Go000D000 / 000000ODD000 I 000000000000 aoawc cwsnNc / 313()(3430@04 I +z�caaAR pF "^•~„� ip cRAOE Oc000Oooc000 r E—ERLCRVE EIn15uE0 LAApE 000O00ODDO00 pIAMETER—e' IRON 'A PIPE 3000Go@@oDoo& / 0000000000oo IRON / ry 6 I 0000000E7o 000 I SITE PLAN ounET ff PIP 00000 m 0 ool PREPARED FOR: N/F 6.6 LEKNNG POOL BARD E. BUNAES RE BONNIE KNOCE ^^^ TRUST ,,--.,a„_ 1010 FIRESTONE DRIVE, FISHERS ISLAND, NEW YORK VACANT LAND' LOCATION MAP SCALE 1"=1000' �3- a CROSS SECTION 1000 GALLON SEPTIC TANK / NOT To SCA (II I I NAP REFERENCES . PROPERTY SURVEY PREPARED FOR BARD E BUNAES,BLOCK 1117 LOT 14-E.FISHERS ISLAND.NEW I IRON 2/8/2000,BY CHANDLER,PALMER&KINGK,SCALE 1'-40',DATE PIPE N/F NOTES I / WILLIAM L. MUSSER NSF //- / 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE BARD BUSINGLE FAMILY RESIDENCE E- NAES ` / / INDICATED HEREON.ANY EXTENSION OF THE USE BEYOND THE I I 1 MUNICIPAL WATER PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR I / I I ` I v I // ON SITE SEPTIC SYSTEM EXCEEDS THE SCOPE OF THE ENGAGEMENT. ` 2IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY I PERSON,UNLESS ACTINO UNDER THE DIRECTION OF A LICENSED Is, \ I I I o I LAND SURVEYOR.TO ALTER AN ITEM W ANY WAY. \ \ J I I m I % I 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND c I SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL- / ARE THE PRODUCT OF THE LAND SURVEYOR. \ \ / 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND If GEODETIC SURVEY TRIANGULATION STATION'CHOCOMOUNT 2' z i e W.7�,,.�°1 K- SUFFOLK COUNTY TAX MAP a.aa mo.e 10 SECTION LOCK .LOT 5.11. i„ ♦ 5. 9TE IS IN THE TOWN OF SOUTHOLD, 0o sE oa a os -V��- / _•,_."mss-,S E%IS71NG 1 ( `w 6. TOTAL AREA-3.45t ACRES YY WATER IfACHING / I/SSS \\ } EKISTING 2 STORY �\ I J I I /� / _ PODL A y 14 BEDROOM RESIDENCE BA \T W mcE I / 1000 GAL 226• TO REMAIN-ENTRY LEVEL ELEV.95.8 7. SITE IS LOCATED IN 20NING DISTRICT R-120. 1 SEPTIC TANK 4 N/F ` I 'T• \ � \ i i / I / EXPANSION '{ i ` THIS TIME�UCTION IS PLANNED AT 8, BASE FOR ELEVATIONS-NAVD88 KUIJPERS FAMILY L_, / \ ` ``�-� «<!!! / �`] irRR� \ Y IRREVOCABLE TRUST \`�/ \ \ \ \ ��"� > C -'rkk E 8 9. THERE ARE NO DOMESTIC WELLS WITHIN 150'OF THIS PROPERTY. SINGLE FAMILY �11 'mONU ENT �\ /I I RESIDENCE \ �� \ \ �, h \ I I 1 \ 10.THERE ARE NO WETLANDS WITHIN 300 FEET OF THE EXISTING MUNICIPAL WATER O UTILITY \`��62' \ \ 1 " cam^'! / I 1\ DRIVE 1�`�' F I I'�' RESIDENCE ON ST�SrLSEP17C/ BOX QFI II� / pQ /WATER SERVICE \ -58� \\ 1 I I ' I \\-� `.\� \\ I \\ \\ ;WRS 1 POOL\ ��FI _ 1� �/ SEPTIC SYSTEM 1988 STANDARDDESIGN MR 4 BEDROOM RESIDENCE *-I TO 6"MAIN IN l \ 'A/,. o/ FIRESTONE DRIVE I I \� `/ \ \ POLe /" 1 5 -iLOORNo GRWND/ 1000 GALLON REINFORCED PRECAST 1 I I I I �L'4� \ \ 1 '` l ISTRUCTURE CONCRETE SEPTIC TANK(SEE DETAIL) 1 `I I V \y y�',r. ELECTRIC / IN THIS AREA s � 2-PRECAST CONCRETE LEACHING POOLS(SEE DETAIL) Q '�i�� METER& I I I A B C D SEE ORIGINAL SITE PLAN BY ROBERT RDLLY•ARCHITECT FOR SOIL INFORMATION. _ rr' HANDHOLE I SCDHS REF.NUMBER 13-SO-50 \ 21.7' TANK INLET 31.9' 28.5'1 1 TANK OOTLET SEE CIASSFICATIONS G 1 45.3' 28.8'1 LEACNUVG POOL \\ RPE-RIVERHEAD AND PLYMOUTH VERY BOULDERY LEACHING POOL SOILS-15-SSR SLOPES NOTE:BELOWTELEVATION GRO—DATER ELEVATION III S11IT"lR-Io, App'4 By Oate o N/F FISHERS ISLAND DEVELOPMENT CORP. VACANT LAND' IRON IRON PIPE PIPE _ 3 If N/F ANNE H. POLK - REVOCABLE TRUSTN nrVACANT LAND" -- I f � y\ 1 BLOCK LOT#4-E NOVLEGEND 1. ! L1 PROPERTY UNE __ VVV ABUr1ERS UNE e EDGE OF PAVENEM Designed By Drawn By. Chocked By' I AM FAMIUAR WITH THE STANDARDS FOR APPROVAL mcE OF GRAVEL ------------------- RHS zfic ce AND CONSTRUCTION OF SUBSURFACE SEWAGE _ _ EXISTING CONTOUR ---70--- DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE - r ^?-'T TREE UNE .� 7.,Date Project Na: Scale' AND WILL ABIDE BY THE CONDITIONS SET FORTH ;, ;,1. ...`a.:: �= �' NOW OR FO RMEIILr N/Fl OS-31-2021 056409 1-=30 THEREIN AND ON THE PERMIT TO CONSTRUCT. _�.�,,,y T'? LMUTY POLE �- 1 ; _+ •• _ t _ - BOUNDARY POINT O Dmm,g No.: APPLICANT 30 ,5 0 3o SHEET 1 OF 1 GRAPHIC SCALE RI FEET a ,\ ••' �'�,: %',_�/' •'�✓a \ l/1- !' o.izw9,n, ' 131 N 622.24 "' t`�!• j `\ W 5428-72 '. 1 d \ .�.ty=,t• �I•/ Y L_—_( ll\t .'wronn°n`�'`.,"cr'.�o�se�.ov.��m�'m"k `�� ,`• �•R / /%\ ..m.. .., / b ��`%�`m,"%"aam:'°'.pv ei+a o..�ii<.�m.�v�.u' sour..:.>mx.rr `\ �•Jf i /r /l1 '�i / �s I ?: ,f u.�..�m�'m"'h'>.m aS°.n.+�"'"i'�v .,..,W.;^,a.,.\ .�,.�Y' �`' • sciinwr<"rsmsxr"s ®.,.>,..,o,..wR..� .� wrrcmu vnw ,�w / x � sysn as it m 5H PL a,.ar,.az.rtsetuc �A R'ya �"•;\-��I� �F �M 'A e SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES APPROVAL OF CONSRKICTEDWORKS FOR ` A SINGLE FAMILY RESIDENCE Date AUG 0 5 2D16 H.S.Ref.No. Tna,a.�xow6ltxpg�Mwslm>lo°wee. :f ii u.mew.eee-ff:Wfhs, nm gcMase.ee6F..eb R��✓C�V �� i W mIff7FORAMN(W.UM F, BEDROOMS. �� M°P /' AUG 11 1016 0 ' 1 Waller J.Kdbett,P. �--- - - % CME I ' Office of Waslewater ManagementRECEIVE f�el �S�'JE''''C''''``T��i0" - wig Cwf• (" 4 2uJe A•e.} P" 1 WLe v /sms -wA"M CtiMti 1[AhC�RMti -h£., BUFFO. NiCE"S OFFice orwAN-rit"-IN',(;'. sxErr s°ct EO U J J IRON PIPE NC F 2 d i o (FOUND) WALTER KEENAN SINGLE FAMILY RESIDENCE J 2 C t1 x hUNICIPAL WATER U) JC.D ON SITE SEPTIC 0 W L E o r — to LLI a o 8- E NIF N AREA = c SITE' r> C> o MARTHA P. LITCH 0.64± ACRES '^ O m> c) SINGLE FAMILY RESIDENCE 1 Na Cl) y€ y MUNICIPAL WATER '\ U) \ ON SITE SEPTIC ``_ . s�' W 7 B U)1T c / U e ELIZABETH 1 \ \ /r FIELD _ u POLE \ 0 i f' AIRPORT P30a �r�' \MONUMENT \ \ �a$ LOCATION MAP SCALE 1"-400' MAP REFERENCES N 622.24 ` 'D r \ pQ / 1.)PLAN OF ROAD DEDICATION AT FORT H.G.WRIGHT PROPERTY FOR RACE \ W 5478.72 \ /y m / POINT CORPORATION ERFISHERSPALMER,ISLAND-TOWN O SCH, OLD,NEW YORK SCALE \y/\ ' AD 40 FEET CHANDLER, PDITIONENGR'S NORWICH,CONN APRIL 22,1964, \ q\ o ADDITIONS MAY 29,1964,ADDITIONS JULY 14, \ r. \47•w / / NOTES \ RESIDENCE- FOUNDATION \ 1J THIS SURVEY WAS PREPARED FOR THE PARTES AND PURPOSE INDICATED LOCATED 02-ta-2016 \ HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO \ / / BETWEEN THE CUENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. \ 307 _ y * - BULKH \ 2.) IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, RLE SS ACTING UNDER THE DIRECTION OF A LICENSED LANG SURVEYOR,TO ALTER AN ITEM IN ANY WAY. / •� Ag \ 3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF SINGLE FAMILY RESIDENCE \\` a`'S N/F THE LAND SURVEYOR. APPROXIMATE XISTING A OCATION c ° 2� c .VL RICHARD A. MILLER 4.)COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODETIC \��/\ y \ SINGLE FAMILY RESIDENCE MUNICIPAL WATER SURVEY TRIANGULATION STATION'PROS' N N/F \ 5.)SITE IS IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX MAP 1000, W \ //o ESTATE MARY WOOD FISHERS ISLAND SEWER DISTRICT\ Q FA SINGLE FAMILY RESIDENCE SECTION aos,BLOCK s,Lor 11. (n Z Y ..[�/BURIED MUNICIPAL WATER 6.)TOTAL AREA-0.641 ACRES. W Z) 0= 'PROPANE FISHERS ISLAND SEWER DISTRICT z \�$• Q m TANK 7,)SITE IS LOCATED IN ZONING DISTRICT R-80. g r $� `7 11 5346.27 \ D.D=Z Q 8.)PERCENT LOT COVERAGE t7.36R ZTim N Z O / SOi I H W 0_'p \ I EASEMENT LINE TABLE \ J 0 0 _ BENCHMARK PK NAIL O Of 0¢ _ l— ELEVATION 25.37 \ I 1 Line# Length Direction �y it —I w N \ 2 \\ XIS "NG 10- IN I L7 10.85 NB2'0Y 33'E \\ Q}y`{ y Z as Q M� \ EASEMENT L2 90.20 505'O1'10-E I /. O O 'M V1 p_ .,'- i LL N Z N \ Iti L3 70.58 S7T 47 OWE V1L Qr1 L4 B2.4o N77.59'48•E Q O \ N I Ls 37.08 S67 21'Oo'w \ IRON PIPE �' 1.1'1 =Z (FOUND) / Q �'P NEW SEWER LB 49.31 S7T 59'48'W SINGLE FAMILY RESIDENCE �N ��' y s®z s7 L7 79.90 N72'42'OB•W P oz Le 9269 Nos,01'1o'W - POLE \ O'n OL -to 299 NEW SEWER 6m3 42 �j CIH T'sTS, � 049 S� E%SETING /� 5/ _ 1133__AAc�l c \ SEYER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVI SERVICES S �O\ \ L9/g s� /�� z o APPROVAL OF CONSTRUCTED WORKS FOR \ \ \ J s A SINGLE FAMILY RESIDENCE - AUG0 5 2016 'dC} EASTINN\`�N- L6 POLE N o ®ate p�/� '°° H.S.RGI.No. � � \\ T.F.270 � /� > C W - The sewage disposal anc;+°.�acr s,:r,Aiy fnctlities at this location have been inspected and/or certified by s,,is rTa^:rt^1snt orother agencies and found to \ o O�\�E be satisfactory FOR A h4f;.:it: :�;-A40F, BEDROOMS. ` `\ / \AR' AUG2016 0 STEPS pOLE ( �.I \a�� a 1 � t _ 303 / f Wafter J.Hilbed, P.E., ie MH oCME o Office of Wastewater Management /,a�n�J� 'EGEtl° NOW OR FORMERLY O] 21, ry oI W 2J,-3 SEWER INVERTREC O u z w N s o o R m N U U SUBJECT C W f 'f (I L7•t �'�'.�'�,i°t'("`'f'V .'•=-.,t1' (/ AUG 1 8 2016D y EN DATE: 7/11/2016 J •= LL ttC7G U I P.,.K PROJECT# 2014830 SCALE: 1" = 40' DUALITY CONTROL CERTIFICATION GROUP BU"ING DEPT. SUFF.C06 HEALTH GERNICES REVIEWED DAE MNJC�R Wa,u SHEET FdfI Aa isk TOWN OF SOUTHOLD cNR 20 10 o zo 1 OF 1 siRx Rk GRAPHIC SCALE IN FEET ,,RoarzcnrRu FOUNDATION NOTES � R INNOVATIVE " 0 lK STRUCTURAL 1. FOR GENERAL NOTES&DETAILS REFER TO THE SN&SD SHEETS. ' ENGINEERING 29970 TECHNOLOGY DR 2. SEE ARCHITECTURAL,NIZCHANICAL,ELECTRICAL,-AND PLUMBING DRAWINGS FOR TOP OF STRUCTURAL SUITE 108 CONCRETE SLAB ELEVArIONS,DEPRESSIONS,.SLOPES,CURBS,DRAINS,PADS,DECK EDGE LOCATIONS, MURRIETA, CA 92563 HOEDOWN LOCATIONS ALL OVERALL DIMENSIONS,AND LOCATIONS OF OPENINGS IN WALLS AND SLABS NOT TEL: (951)600-0032 INDICATED ON STRUCTURAL DRAWINGS. FAX: (951)600-0036 3. CENTER CONTINUOUS FOOTINGS UNDER WALLS U.N.O.CENTER SPREAD FOOTINGS UNDER COLUMNS U.N.O. www.InnovativeStructuralEng.com 4. CONSTRUCT CONTINUOUS FOOTINGS AT CORNERS AND INTERSECTIONS PER DETAIL 12/SD1. No: Revision: Date: 5. DIMENSIONS TO WALLS ARE TO FACE OF CMU BLOCK OR STEEL UNLESS NOTED OTHERWISE. 6. IN NO CASE SHALL PIPES,CONDUITS,OR SLEEVES BE EMBEDDED IN SPREAD FOOTINGS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 7. ALL HOLD-DOWNS/STRAPS AND ANCHOR BOLTS AT SHEAR WALLS SHALL BE SET IN PLACE TO TEMPLATE PRIOR TO FOUNDATION INSPECTION. LEGEND REQUIRED AT xx"t�C- ANCHOR/SPACING INDENTIFIES DETAIL CUT LOCATION. REFER TO DETAIL X #AND STRUCTURAL SHEET NUMBER FOR MORE X1' DETAIL# INFORMATION.TEXT ABOVE BUBBLE INDICATES SHEET# REVISED HARDWARE OTHER THAN NOTED IN DETAIL END POST W/ HOLDOWN WOOD SHEAR WALL-REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE&SPACING AT EACH SHEAR TYPEWALL TYPE. REDUCE BOLT SPACING BY HALF AT x DOUBLE SIDED SHEAR WALLS. L■x —LENGTH WALL i—& CALC ID O —————— (FXX INDICATES SPREAD FOOTING SIZE PER PLAN & W% V SCHEDULE BELOW Q W co . A I „V,yYV_VV yV`Vy`VV`V i B U (0 o INDICATES FOUNDATION WALL&FOOTING LOCATION O .----------------------- V ` ___________ PER PLAN &DETAIL SHEETS SD1 AND/OR SD5 Z rr >. .--------------- - I I INDICATES CONCRETE LINTEL PER DETAIL 2/SD5. Q > L�] INSTALL ADDITIONAL REBAR AT CONCRETE WALL r w I I I b l EDGE NEAR OPENING PER 2/SD5 V, Q W I i SD5 5D5 I I 1I I 7--------------------------------- ----------------------------� --- SPREAD FOOTING SCHEDULE 0 I------ ---- -----, FOOTING CONCRETE FOOTING SIZE w LJ. U) T MARK STEEL REINFORCING BAR WIDTH x LENGTH EMBEDMENT I I I Q ., 1 I 4"THICK CONC.SLAB w/03 BARS18"X 18" 42 (5)#5 LONGITUDINIAL( Z T U) :D I AT 18"O.C.EAU.AT SLAB CENTER I I I F18 I OVER 1"SAND OVER 10 MIL I � T 1 ( YAi°OR BARRIER OVER 4" I I F27 _ ___ 27"X 27" 42" 1112) #5 LONGITUDINAL_ W CRUSHED GRAVELr3 LU ( I o 605 I 16'-04" 9'-9" 14'-9" 14'-9 " I I SD5 F42 42"X 42" 12" (6) #4 EACH WAY AT BTM 0 I I I I O „IU) I — ( I SIDE WALL_ U. FOLD LOCATION FLOOR FOLD ,. %ooArloN Fa i I L --J L --J L --J I I Fa D RQRO �' � I le I I �vkV F42 F42 F42 I ( D� O O O juN 16 �p ; I 4 d I 3 4 I I MfLD ,",DET Y.5D5 I 3 p vc. ��P I j TOWN onvourr om I � � �- ag I I -------------------- ------------------------------------------� I I ------------------------------ J------------------------------------------- I — i I Of NEGV1- coNw�`o,9� i 3 i 5D5 I (p.OA 090542 tv�� v ' 9Or SsIoNP i I I I i 1 LOCAL STRUCTURES BASEMENT FOUNDATION PLAN M �- DATE: 06/03/15 ,� " JOB NO.: 15-2710 933 SCALE: SHEET # ASEM TNT FOUNDATION PLAN SCALE: 1/4" = V-0", DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS. ALL CONSTRUCTION DIMENSIONS MUST BE VERIFIED WITH THE ARCH. PLANS DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF,STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 CESAR A. PERALES TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV August 19, 2015 Ms. Carolyn Kimbro Blu Homes 1275 Nimitz Avenue Vallejo, CA 94592 RE: M009-2015-058 Buneas Residence, Fisher Island, NY Dear Ms. Kimbro: In response to your application received May.28, 2015 (with additional information received August 4, 2015, and final documents received August 11, 2015) issued herewith for approval of a new Individual Model (Blu Homes Model# 2015 Element 57 CME Project#000211, single family residence in Suffolk County, NY) is the Factory Manufactured Approval designated as M009-2015-058 as authorized under Part 1209 of Title 19 NYCRR, Division of Code Enforcement and Administration. The approval is indicated by the New York State Department of State's "Stamp of Approval" placed on the set of plans accompanying this letter.This approval will remain in effect for a period of two years from the date of approval, unless sooner revoked, and is subject to renewal thereafter. The design limitations for this approval are: 1. Occupancy: R-detached single-family dwelling 2. Construction Type: Type 513 3. Ground Snow Load: 25 psf 4. Seismic Design Category: B 5. Basic Wind Speed: not to exceed 150 mph 3-second gust, exposure category D The fees required for this approval were: Filing Fee $ 50.00 Plan Checking Fee $ 400.00 Total $ 450.00 All fees have been paid. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. A copy of our current form entitled"Insignia of Approval Order Form" is attached for-your use. Sincerely, Ronald E. Piester,AIA- Director Division of Code Enforcement and Administration Enclosure: One (1) stamped set of Individual Model drawings One(1) Insignia of Approval Order Form cc: David Richter, NTA Inc., 305 North Oakland Avenue, Nappanee, IN 46550 (e-mailed) File: BluHomes/M009-2015-058 AL.doc NEW YORK Department STATE OF OPPORTUNITY. of State 1 i b u HOMES® BLU HOMES, BUNAES RESIDENCE FISHERS ISLAND,NY INDEX NYSDOS Approval Letter (1 page) Bilco Bulkhead Manufacturer's Guide (2 pages) Local Structural Calculations (25pages) Gas Pipe Sizing (1 page) Electrical Load Calculations (1 page) I Water Demand Calculations (2 pages)ResCheckes 8 a ( pages) ) Lennox XC-16 Condensing Unit Install Guide (28 pages) Total 8-1/2 x 11 submittal documents (53 pages) I (2)Sets of State Approved Plans ( pages ea.) Total 11 x 17 submittal documents ( pages) (2) Sets of 24 x 36 Plans for Local Submittal (25 pages ea.) Total 24 x 36 submittal documents (50 pages) BLU HOMES 1866.887.79971 MARE ISLAND, CA WWW.BLUHOMES.COM DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 CESAR A. PERALES TELEPHONE:(518)474-4073 SECRETARY OF STATE W W W.DOS.NY.GOV August 19, 2015 Ms. Carolyn Kimbro Blu Homes 1275 Nimitz Avenue Vallejo, CA 94592 RE: M009-2015-058 Buneas Residence, Fisher Island, NY Dear Ms. Kimbro: In response to your application received May 28, 2015 (with additional information received August 4, 2015, and final documents received August 11, 2015) issued herewith for approval of a new Individual Model (Blu Homes Model# 2015 Element 57 CME Project#000211, single family residence in Suffolk County, NY) is the Factory Manufactured Approval designated as M009-2015-058 as authorized under Part 1209 of Title 19 NYCRR, Division of Code Enforcement and Administration. The approval is indicated by the New York State Department of State's "Stamp of Approval" placed on the set of plans accompanying this letter.This approval will remain in effect for a period of two years from the date of approval, unless. sooner revoked, and is subject to renewal thereafter. The design limitations for this approval are: 1. Occupancy: R-detached single-family dwelling 2. Construction Type: Type 56 3. Ground Snow Load: 25 psf 4. Seismic Design Category: B 5. Basic Wind Speed: not to exceed 150 mph 3-second gust, exposure category D The fees required for this approval were: Filing Fee $ 50.00 Plan Checking Fee $ 400.00 Total $ 450.00 All fees have been paid. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. A copy of our current form entitled "Insignia of Approval Order Form" is attached for your use. Sincerely, Ronald E. Piester,AIA- Director Division of Code Enforcement and Administration Enclosure: One (1)stamped set of Individual Model drawings One (1) Insignia of Approval Order Form cc: David Richter, NTA Inc., 305 North Oakland Avenue, Nappanee, IN 46550 (e-mailed) File: BluHomes/M009-2015-058 AL.doc NEW YORK Department STATE OF OPPORTUNITY_ of State Installation Instructions Note:See reverse side for stairwell dimen- Btico Door sions and Bilco Door and Stair Stringer sizes for various grade conditions. Vertical Door Stringer To Install: tight against Measure up from the finished basement floor line outer wall and draw a level line on the wall as shown in Fig- ure 1. Place one stringer up against the wall and line up the lower anchor holes on the stringer to the level line on the wall. Make sure that the top of the Draw level stringer is up tight against the outer wall, The line 8-114" stringer is now in position to be anchored.Anchor above Line up lower finished anchor holes stringer to wall through the anchor holes in the floor on stringer stringer using the 1-1/4" long masonry nails sup- with level line plied. Use(6) masonry nails for each stringer. FINISHED FLOOR LINE When installing the stringer against a masonry block wall, it is necessary to anchor into the solid part of Figure 1 the blocks or into the joints between the block.The masonry nails will not hold if driven into the hollow part of the block. If some anchor holes do not line up with a joint or solid portion of block, you can make your own holes by driving the masonry nails through the steel stringer. Use (6) masonry nails for each stringer. Using standard 2 x 10 lumber (actually measures 1-5/8"x 9-1/2")cut off the required number of pieces notch to be used for treads to a length of 2"less than the width of the masonry opening. On one piece only (to be used for the top tread)the two rear comers must be notched out as shown in Figure 2 to allow the tread to fit snugly against the outer wall. It is generally easier to install the second stringer Note:(6)masonry nails are sufficient for anchoring by leveling from the first installed stringer. Place each stringer,(3)nails through top flange and(3)nails the second stringer against the opposite wall and through bottom flange.Additional mounting holes are provided on stringer for anchoring hole location insert the top and bottom treads by sliding them flexibility when installing on concrete block walls. into the slots provided in the stringers. With the Figure 2 treads level,and the stringer tight against the outer wall, the second stringer is in position to be an- chored to the wall following the same procedure used to anchor the first stringer. Insert all of the treads into the slots in the stringer and secure all treads with the 8-penny nails provided. Use one nail in each end of each tread utilizing the holes e supplied in the stringer, see Figure 3. Secure treads with 8-penny nails provided.Drive nails through hole In stringer and straight down in step Figure 3 vd O The Bilco Company, P.O. Box 1203, New Haven, CT 06505-(203)934-6363•www.bilco.com adnled in u sa 2004 02004 The Bilm Company SD 474 rev.1.0 Stairway Details Showing areaway dimensions for four Bilco Door sizes and sectional views of Stair Stringer installations for normal grade conditions. Size O Size B Size C Size SL Door and Stair Stringers Door and Stair Stringers Door and Stair Stringers Door and Stair Stringers Masonry Opening Masonry Opening Masonry Opening Masonry Opening 4'6" 0�1,;�tedor ' " 5•-8" 3'-4" m m oq \ 04 a m e in0Interior DoorBy Others DoorP'lerior Door By Others Interior Door By Others By Others (6)2x10 (7)2x10 (( 2x10 Wood Treads Wood Treads -- and Treads oe (4)2x10 by Others by Others Grade Min. by Others Grade Min- Wood Treads _ Grade Min. y 2"Below Door u 2"Below Door o 2"Below Door i r k02" m in. E o �Q o iaO Door mcE N D m' E [V N �C N a �cO � m °PE �m �^ °i mEao- mN� m Nm � (O m ^Np it C m Q: QmIF 1I m ^ M for building areaway to Construction Guide suit variosgrade conditions This chart was developed to aid builders in the construction of the masonry stairwell to the proper inside length,width and height for various grade conditions. First,determine the approximate height that the grade will be above the finished basement floor.With this dimension,refer to the first column of the chart below and find the range in which this grade height falls.Read across the chart to determine the dimensions of the areaway and the size and dimensions of the Bilco Door and Stair Stringers required. F[UN+14 DO tt'� L BILOO DOOR EXTENS➢ONS:Available for Size C HMG T Door(only),them extensions Increase the lenglhto NLCo fit longer areaways. Horizontal top and two sUIR sidepieces are easily asserrahled and Installed, STRWIGER Furnished in four sizes:6',12',18^and 24".Com- LENGTH t20MCAL WOODplete with Instructions and required har¢ware- 0 lr WJDTH 1 — fcRY➢ DOOR TdtsA65 BUILD AREAW■rAY TO USE THIS STRINGER UNIT USE THESE I!E➢Gt4T OF GRADE THESE➢NS➢DE SILCO DOOR d1AS 8-414"RISE, 9lLCO STAIR ABOVE FINISHED DIMENSIONS AND 6-318'RUN AND STRJ➢CGERB AND 6". 112', 48'.24' BASEMENT FLOOR (See Drawing Above) EXTENSION 114113"NOSING WILL BE. EXTIEWSIONS LENGTHS � H' L +� Door ExtensionRua+ltn Treads in (Size E Ertten5➢on LA Sim $ittet Arraway Areaway has 3-Tread Run) 24'Io 31 q 33" 40" 44" SL None 26-114' 3 (Not Available) STAIR STRINGER EXTENSION—SIZE E-.Three• 32'00 39' 41-114" 40" 44° SL Nolte 31-516' 4 5L tread extension butts to bottom o1 standard stringer unit,Used With any size(O,B or C)Stair Siringer. ,*b,-40"to 47"(See Note) 49.1;2" 40' 44" SL, Non 34-518' 4 SL Complete with han;Ware- 48"to 55"## 57.3;4" 54' 40' Q None 51-316' 6 0 56"10 64"#$ 65" 60' 44" 6 None 59-314' 7 5 65'to 72' 74-114" 68" 48" C None 68.116' 8 C -)P' NOTE:For basoments more than 91'veep -lb-73'to 80'(See Note) 82.112" 66' 48" C None 68.118' 8 C t➢inished➢lour to top at foundation Ydall)fres_;WIrig a 73'to80' 82-1i2" 80' 48" C 12° 76-112' 9 0+1= lxrtiorristepwithinthefoundatonWWI opening(see drawing bellow)is recommended. The concrete qtr'81"to 88"(Seo Note) 90.314' 80' 48" C 12' 76-112" 9 O+E step should extend 6'into stairwell. 81'to aa, 90.314" 86' 48" C 18' 84.718' 19 5+E CAUTION; Suggested construction allows mini- mum ini- f 7 89"to 97'(See Nate) 99. 86' 48" C 18' 64718" 10 6+E m rimum4"he tCroo+m. This 1s the recommended 89'to 97' 99' 93" 48" C 24' 93.114' 11 C+E 98'to 108' 107-114 104° 46" c 24'+12" 101-596' 12 C+SL : 107'to 115' 115-ii2 11D" 48' C 2W+10" 110° 13 O+B DDOR FOUNDATION 116"to 12,',' 123.2:4" 11$" 48" C (2)24•' 118•ar8' 14 B+B WALL STAIR 12,r to 131" 137, 1 134" 48" C (424"1.19' 126-314" 15 C+13 gTRcatr=a 132'to 139+' 140-tl4" 140" 48" C (3)24" 138.1;8" 16 C+C CQ14CRE r, 5TFp PFigAWdkY FLQQR 140'tc 146" 14e-112 146" 48" C (3)24-+G� 143-112" -17 8+134E MAY R=HERE _ FINISHED 149,to 15Cx" 15 �r4" 1SB" 48" C (3j24"+1$" 15]-?i5" 18 C+B+E DAGIEN!Enrt m�- __m_®n FLD^4§ :r,;. P ifa' RnEAw.AYFL0011 151 tfl]64" tis" 1fi4" 46" c (4)24" 160-114" 1s c+clE 166'to 172" 173-1.4" 176" 48° 1 C (4)24"+12" 1G8-5IW'j 20 C,,C4$L 'A1.rwn F1nKind2asnme.VFYonr '-Maximum;kbuna'AWd5- tt Maximum HouSe Vial e6 +Ftuie ire 1-1ftI't,'05yM en Eolrorn Toad DWELLING UNIT ELECTRICAL SERVICE CALCULATION SHEET RESIDENCE Bunaes Residence PROJECT NUMBER 2015153 STATE NY Note:This Calculation sheet has been based on the 2008 NEC and Section 220-B and Annex D and has been designed for very limited user input. DWELLING SYSTEM VOLTAGE 240 SYSTEM PHASE 1 METHOD 1 UNIT TYPES QTY SOFT W/SF SUBTOTAL SM APPL LAUNDRY TOTAL VA Main House 1 1202 3 3606 3000 1500 8106 INDIVIDUAL UNIT CALCULATION NFPA 70 220-B-METHOD 1 UNIT TYPES UTILITY COMPANY DESCRIPTION LOAD FACTORS VA First 3000 VA up to 3000 100% 3000 3001-120000VA up to 117k 35% 0 120001 VA and up 25% 0 Heating 100% 3373 Air Conditioning 100% 3373 A.0 or Heat Load 3373 Main House Appliance Loads(>or=4-75%,e1se 100%) Furnace 924 100% 924 Microwave 1500 75% 1125 Dishwasher 1500 75% 1125 Range 200 80% 160 Refrigerator 900 75% 675 Garbage Disposal 900 75% 675 Range Hood 540 75% 405 Dryer 5500 100% 5500 Oven 12000 80% 9600 Site Lighting 1000 100% 1000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL VOLT-AMPERES 27562 MIN SERVICE REQUIRED 115 DWELLING SERVICE BREAKER(AMPS) 200 CES,LLC FORM NAME: as Pipe Sizing PROJECT NAME: BLU Homes Bunaes Residence PROJECT JOB NUMBER: 2015153 DATE: — CALCULATED BY: MRJ 5/19/2015 vvt CHECKED BY: MRJ SYSTEM: LP GAS !I Inputs: Outputs: Starting Pressure(W.C.) 7 Pipe Pipe Diameter(in) 1 (carbon steel schedule 40) Pressure Loss(W.C.) 1.65680626 Pipe Inside Diameter(in) 1.049 Pipe Length(ft) 155 (iCFH=2.54MBH for LP) Fittings Required CFH 294 (1CFH=IMBH for NG) Pressure Loss(W.C.) 0.327620077 Specific Gravity 1.5 (0.495 for LP/0.6 NG) Pipe Velocity(ft/s) 0.09449673 Total Pressure Loss 1.984426337 Cr Factor for v,T,rho: 0.6103 Resulting Pressure at Fixture(W.C.) 5.015573663 Fitting friction Loss: Safety Factor(%) 10 2.18286897 Equivilant Type linear FT EA quantity total Resulting Pressure 4.81713103 45 degree 1.22 0 0 90 degree 2.62 7 18.34 for gas pressures under 1 psi(27.7 W.C) Tee 5.24 2 10.48 Ah=Cr*L*(q/(2313*DA2.623))A1.848 Gate 0.611 3 1.83 Globe 29.1 0 0 Angle Valve 14.6 0 0 Total Fitting Linear Feet 31 29970 Technology Drive, Suite 108 INNOVATIVE Murrieta, CA 92563 IS I STRUCTURAL Phone: (951) 600-0032 ENGINEERING Fax: (951) 600-0036 www.innovativeStructuralEng.com Structural Calculations for: BUNAES RESIDENCE LOT 11 , RESERVOIR ROAD, FISHERS ISLAND, NY 06390 Owner/ISE Client: BLU HOMES, INC. 1245 NIMITZ AVENUE, MARE ISLAND VALLEJO, CA 94592 June 3, 2015 ISE Project #: 15-2710 pF NEw� � ��5 coNO �t ,A0 i r � � W fn ZN U C? �O 090542 v� A��FESSI�NA INNOVATIVE 29970 Technology Drive, Suite 108 Murrieta, CA 92563 STRUCTURAL Phone: (951) 600-0032 ENGINEERING Fax: (951) 600-0036 www.innovativeStructuralEng.com PROJECT INFORMATION.- Project NFORMATION:Project Name: BUNAES RESIDENCE Project Address: LOT 11, RESERVOIR ROAD, FISHERS ISLAND, NY 06390 Latitude/Longitude:141.2560/-72.0294 ISE Project Manager: Brian Russell, PE e-mail: Brian@innovativeotructuraleng.com Applicable Building Code:12010 NEW YORK BUILDING CODE Project Description: Residential Single-Family Home GRAVITY DESIGN LOADS: ROOF: Solar PV Array: 0.0 psf Roofing Material: 5.0 psf SIP Panel Framing: 3.0 psf Insulation: 2.5 psf 5/8"Ceiling Drywall: 3.0 psf Miscellaneous: 1.5 psf(Plumbing, Mechanical, Fire Sprinkler) DEAD: (D) 15.0 psf LIVE: (Lr) 20.0 psf SNOW: (S) Pg Ground: 30.0 psf Pf(Flat): 21.0 psf (Pf=0.7 C,Ctl Pg) (7.3-1) Ce: 1.0 Table 7-2 Ct: 1.0 Table 7-3 I: 1.00 Table 1.5-1 PS (Sloped): 21.0 psf (Ps =CsPf) Cs: 1.00 Figure 7-2 FLOOR: Finish Floor Material: 5.0 psf 23/32"APA Sheathing: 2.5 psf Floor Joists: 3.0 psf 5/8" Ceiling Drywall: 2.5 psf Insulation: 1.0 psf Miscellaneous: 1.0 psf(Plumbing, Mechanical, Fire Sprinkler) DEAD: (D) 15.0 psf LIVE: (L) 40.0 IPsf INNOVATIVE 29970 Technology Drive, Suite 108 Murrieta, CA 92563 IS [ STRUCTURAL Phone: (951) 600-0032 ENGINEERING Fax: (951) 600-0036 www.I n novativeStructu ral Eng.com ADDITIONAL DESIGN PARAMETERS: SOIL DESIGN PARAMETERS: Geotechnical Engineer: -- Geotechnical Report Number: -- Report Date: -- Allowable Soil Bearing Pressure: 1,500 psf Expansion Index(EI): Very Low Differential Settlement: 1/2"in 40' Soil Sulfate Content: Negligible Soil Corrosivity to Ferrous Metals: - Allowable Passive Pressure: 100 psf(Max 2,500 psf) SEISMIC DESIGN PARAMETERS: Soil Site Class: D Per Soils Report or Assumed D Short Period Spectral Acceleration, Ss : 0.500 USGS Long Period Spectral Acceleration, S, : 0.150 USGS Occupancy Category: II Seismic Design Category: D WIND DESIGN PARAMETERS: Wind Design Speed, 3s Gust : 120 mph Building Wind Exposure: B File= 2101ENGINEER .ec6Cantilevered RetainingWall ENERCALC,INC.1983-2015,Buld:6.15.1.19,Ver.6.15.1.19 KW,-06008078 Licensee Innovative Structural'Engineering,Iinc.(ISE) Description: 8'-0"RETAINING WALL Criteria Soil Data Calculations per ACI 318-11, ACI 530-11,IBC 2012, Retained Height = 8.00 ft Allow Soil Bearing = 1,500.0 psf CBC 2013,ASCE 7-10 Wall height above soil = 0.67 ft Equivalent Fluid Pressure Method Slope Behind Wall = 0.00:1 Heel Active Pressure = 45.0 psf/ft Height of Soil over Toe = 4.00 in Toe Active Pressure = 45.0 psf/ft Water height over heel = 0.0 ft Passive Pressure = 200.0 psf/ft Vertical component of active Soil Density,Heel = 110.00 pcf Lateral soil pressure options: Soil Density,Toe = 110.00 pcf NOT USED for Soil Pressure. Friction Coeff btwn Ftg&Soil = 0.400 NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Soil height to ignore - for passive pressure 0.00 in Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 plf Adjacent Footing Load = 0.0 lbs Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load Axial Dead Load = 334.0 lbs Base Above/Below Soil = 0.0 ft Axial Live Load = 535.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall - Axial Load Eccentricity = 0.0 in Poisson's Ratio - 0.300 Design Summa Stem Construction Top Stem StemOK Wall Stability Ratios Design Height Above Ftg ft= 0.00 Overturning = 1.51 OK Wall Material Above"Ht" = Concrete Sliding = 0.66 UNSTABLE! Thickness in= 8.00 Slab Resists All Sliding! Rebar Size = # 5 Total Bearing Load = 3,015 lbs Rebar Spacing in= 15.00 ...resultant ecc. = 8.47 in Rebar Placed at = Edge Design Data Soil Pressure @ Toe = 1,171 psf OK fb/FB+fa/Fa = 0.934 Soil Pressure @ Heel = 77 psf OK Total Force @ Section lbs= 2,300.0 Allowable = 1,500 psf Moment....Actual ft-1= 6,143.6 Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,489 psf Moment.....Allowable ft-I= 6,578.7 ACI Factored @ Heel = 98 psf Shear.....Actual psi= 31.0 Footing Shear @ Toe = 18.6 psi OK Shear.....Allowable psi= 75.0 Footing Shear @ Heel = 3.1 psi OK Wall Weight psf= 100.0 Allowable = 75.0 psi Rebar Depth 'd' in= 6.19 Sliding Calcs Slab Resists All Sliding! Lap splice if above in= 21.85 Lateral Sliding Force 1,840.0 lbs Lap splice if below in= 9.77 less 100%Passive Force = - 225.0 lbs Hook embed into footing in= 9.77 less 100%Friction Force = - 990.0 lbs Concrete Data Added Force Req'd = 623.0 lbs NG fc psi= 2,500.0 ....for 1.5:1 Stability = 1,543.0 lbs NG Fy psi= 60,000.0 Load Factors Dead Load 1.200 Live Load 1.600 Earth,H 1.600 Wind,W 1.600 Seismic,E 1.000 Cantilevered Retaining Wall FlIe=W:V7101ENGINEERINGISITEIsite.ec6 g ENERCALC,INC.1983-2015,Buld:6.15.1.19,Ver.6.15.1.19 0.00 Description: 8'-0"RETAINING WALL Footing Dimensions&Strengths Footing Design Results Toe Width = 3.83 ft Toe Heel Heel Width = 1.00 Factored Pressure = 1,489 98 psf Total Footing Width = 4.83 Mu':Upward = 0 0 ft-Ib Footing Thickness = 14.00 in Mu':Downward = 0 70 ft-Ib Mu: Design = 6,144 70 ft-Ib Key Width = 12.00 in Actual 1-Way Shear = 18.64 3.06 psi Key Depth = 0.00 in Allow 1-Way Shear = 75.00 75.00 psi Key Distance from Toe = 2.00 ft Toe Reinforcing = #5 @ 18.00 in fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Min.As% = 0.0014 Other Acceptable Sizes&Spacings Cover @ Top 2.00 @ Btm.= 3.00 in Toe: 94@ 13.75 in,45@ 21.25 in,#6@ 30.00 in,#7@ 41.00 in,#8@ 48.25 in,#9@ 4 Heel: Not req'd,Mu<S*Fr Key: Slab Resists Sliding-No Force on Key Summary of Overturning&Resisting Forces&Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-Ib lbs ft ft-Ib Heel Active Pressure = 1,890.6 3.06 5,776.9 Soil Over Heel = 293.3 4.66 1,367.9 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -50.6 0.50 -25.3 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = 334.0 4.16 1,390.6 Added Lateral Load = *Axial Live Load on Stem = 535.0. 4.16 2,227.4 Load @ Stem Above Soil = Soil Over Toe = 140.4 1.92 268.9 Surcharge Over Toe = Stem Weight(s) = 867.0 4.16 3,609.6 Earth @ Stem Transitions = Total = 1,840.0 O.T.M. = 5,751.6 Footing Weight = 845.3 2.42 2,041.3 Resist!ng/Overturn ing Ratio = 1.51 Key Weight = 2.50 Vertical Loads used for Soil Pressure= 3,015.0 lbs Vert.Component = Total= 2,480.0 lbs R.M.= 8,678.3 *Axial live load NOT included in total displayed,or used for overturning resistance,but is included for soil pressure calculation. File=W:27101ENGINEERINGISITEsite.ecCantilevered RetainingWall ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver.6.15.1.19 i.0i 6 Description: 9'-0"RETAINING WALL Criteria Soil Data 7771 Calculations per ACI 318.11, ACI 530.11,IBC 2012, Retained Height = 9.00 ft Allow Soil Bearing = 1,500.0 psf CBC 2013,ASCE 7-10 Wall height above soil = 0.67 ft Equivalent Fluid Pressure Method Slope Behind Wall = 0.00:1 Heel Active Pressure = 45.0 psf/ft Height of Soil over Toe = 4.00 in Toe Active Pressure = 45.0 psf/ft Water height over heel = 0.0 ft Passive Pressure = 200.0 psf/ft Vertical component of active Soil Density,Heel = 110.00 pcf Lateral soil pressure options: Soil Density,Toe = 110.00 pcf NOT USED for Soil Pressure. Friction Caeff btwn Ftg&Soil = 0.400 NOT USED for Sliding Resistance. Soil height to ignore USED for Overturning Resistance. for passive pressure = 0.00 in Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 plf Adjacent Footing Load = 0.0 lbs Used To Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load Axial Dead Load = 334.0 lbs Base Back of Wall Soil = 0.0 ft Axial Live Load = 535.0 lbs Wind on Exposed Stem = 0.0 psf at Back of Wall - Axial Load Eccentricity = 0.0 in Poisson's Ratio - 0.300 Design Summa Stem Construction Top stem StemOK Wall Stability Ratios Design Height Above Ftg ft= 0.00 Overturning = 1.53 OK Wall Material Above"Ht" = Concrete Sliding = 0.60 UNSTABLE! Thickness in= 8.00 Slab Resists All Sliding! Rebar Size = # 6 Total Bearing Load = 3,363 lbs Rebar Spacing in= 12.00 ...resultant ecc. = 10.38 in Rebar Placed at = Edge Design Data Sail Pressure @ Toe = 1,091 psf OK fb/FB+fa/Fa 0.865 Soil Pressure @ Heel = 63 psf OK Total Force @ Section lbs= 2,912.0 Allowable = 1,500 psf Moment....Actual ft-1= 8,747.6 Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,378 psf Moment.....Allowable ft-I= 10,109.5 ACI Factored @ Heel = 80 psf Shear.....Actual psi= 43.1 Footing Shear @ Toe = 21.0 psi OK Shear.....Allowable psi= 75.0 Footing Shear @ Heel = 3.4 psi OK Wall Weight psf= 100.0 Allowable = 75.0 psi Rebar Depth 'd' in= 5.63 Sliding Calcs Slab Resists All Sliding! Lap splice if above in= 24.30 Lateral Sliding Force 2,275.0 lbs Lap splice if below in= 10.74 less 100%Passive Force = - 225.0 lbs Hook embed into footing in= 10.74 less 100%Friction Force = - 1,130.0 lbs Concrete Data Added Force Req'd = 918.7 lbs NG fc psi= 2,500.0 ....for 1.5:1 Stability = 2,056.2 lbs NG Fy psi= 60,000.0 Load Factors Dead Load 1.200 Live Load 1.600 Earth,H 1.600 Wind,W 1.600 Seismic,E 1.000 Cantilevered Retaining Wall File=W:127101ENGINEERINGIsrrElsite.ec6 g ENERCALC,INC.1983-2015,Buld:6.15.1.19,Ver.6.15.1.19 KW-06008078: Licensee::Innovative Structural Engineering,Inc.(ISE) Description: 9'-0"RETAINING WALL Footing Dimensions&Strengths Footing Design Results Toe Width = 4.83 ft Toe Heel Heel Width = 1.00 Factored Pressure = 1,378 80 psf Total Footing Width = 5.83 Mu':Upward = 0 0 ft-Ib Footing Thickness = 14.00 in Mu':Downward = 0 78 ft-Ib Mu: Design = 8,748 78 ft-Ib Key Width = 12.00 in Actual 1-Way Shear = 21.00 3.38 psi Key Depth = 0.00 in Allow 1-Way Shear = 75.00 75.00 psi Key Distance from Toe = 2.00 ft Toe Reinforcing = #5 @ 15.00 in fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Min.As% = 0.0014 Other Acceptable Sizes&Spacings Cover @ Top 2.00 @ Btm.= 3.00 in Toe: #4@ 9.75 in,#5@ 15.00 in,#6@ 21.00 in,#7@ 28.75 in,#8@ 37.75 in,#9@ 47 Heel: Not req'd,Mu<S*Fr Key: Slab Resists Sliding-No Force on Key Summary of overturning&Resisting Forces&Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-Ib lbs ft ft-Ib Heel Active Pressure = 2,325.6 3.39 7,881.3 Soil Over Heel = 330.0 5.66 1,868.9 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -50.6 0.50 -25.3 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = 334.0 5.16 1,724.6 Added Lateral Load = *Axial Live Load on Stem = 535.0 5.16 2,762.4 Load @ Stem Above Soil = Soil Over Toe = 177.1 2.42 427.7 Surcharge Over Toe = Stem Weight(s) = 967.0 5.16 4,992.9 Earth @ Stem Transitions = Total = 2,275.0 O.T.M. = 7,856.0 Footing Weight = 1,020.3 2.92 2,974.0 ResistinglOverturning Ratio = 1.53 Key Weight = 2.50 Vertical Loads used for Soil Pressure= 3,363.4 lbs Vert.Component = 5.83 Total= 2,828.4 lbs R.M.= 11,988.1 *Axial live load NOT included in total displayed,or used for overturning resistance,but is included for soil pressure calculation. Use menu item Settings>Printing&Title Block Title Page: to set these five lines of information Job# Dsgnr: Date: 3 JUN 2015 for your program. Description.... This Wall in File:w:\2710\engineering\site\restrained wall.rpx.rpx RetainPro 10(c)1987-2014, Build 10.14.12.11 License:KW-06056742 Restrained Retaining Wall Design Code: IBC 2009,ACI 318-08,ACI 530-08 License To:ISE Criteria Soil Data Retained Height = 8.00 ft Allow Soil Bearing = 1,500.0 psf a„�u Wall height above soil = 1.00 ft Equivalent Fluid Pressure Method Heel Active Pressure = 60.0 psf/ft Total Wall Height = 9.00ft Top Support Height = 8.00 ft Passive Pressure = 200.0 psf/ft Soil Density = 110.00 pcf Slope Behind Wal = 0.00: 1 Footingl]Soil Frictior = 0.400 Height of Soil over Toe = 4.00 in Soil height to ignore for passive pressure = 12.00 in Thumbnail Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 lbs -Used To Resist Sliding&Overturning ,,,Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottorr = 0.00 ft Eccentricity = 0.00 in Used for Sliding&Overturning The above lateral load Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem has been increased 1.00 Footing Type Line Load by a factor of Base Above/Below Soil Axial Dead Load = 334.0 lbs at Back of Wall = 0.0 ft Axial Live Load = 535.0 lbs Wind on Exposed Stem= 0.0 psf Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 Earth Pressure Seismic Load Kh Soil Density Multiplier= 0.200 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load Fp/Wp Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf Design Summary Concrete Stem Construction Total Bearing Load = 2,727 lbs Thickness = 8.00 in Fy = 60,000 psi ...resultant ecc. = 1.67 in Wall Weight = 100.0 psf fc = 2,500 psi Soil Pressure @ Toe = 1,364 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 1,364 psf OK Allowable = 1,500 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top&Base @ Base of Wall ACI Factored @ Toe = 1,014 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 2,472 psf Design Height Above Ftg = 8.00 ft 3.41 ft 0.00 ft Footing Shear @ Toe = 0.0 psi OK Rebar Size = # 5 # 5 # 5 Footing Shear @ Heel = 4.6 psi OK Rebar Spacing = 16.00 in 16.00 in 16.00 in Allowable = 75.0 psi Rebar Placed at = Center Center Center Reaction at Top = 639.0 lbs Rebar Depth 'd' = 4.00 in 4.00 in 4.00 in Reaction at Bottom = 1,880.8 lbs Design Data fb/FB+fa/Fa = 0.000 0.809 0.000 Sliding Calcs Slab Resists All Sliding I Mu....Actual = 0.0 ft-# 3,153.1 ft-# 0.0ft-# Lateral Sliding Force = 1,880.5 lbs Mn*Phi.....Allowable = 3,898.0 ft-# 3,898.0 ft-# 3,898.O ft-# Shear Force @ this height = 1,024.0 lbs 2,048.0 lbs Shear.....Actual = 21.33 psi 42.67 psi Shear.....Allowable = 75.00 psi 75.00 psi Load Factors Building Code IBC 2009,ACI Dead Load 1.200 Other Acceptable Sizes&Spacings: Live Load 1.600 Toe:#7 @ 16.00 in -or- Not req'd,Mu<S*Fr Earth,H 1.600 Heel:#6 @ 16.00 in -or- Not req'd,Mu<S*Fr Wind,W 1.600 Key: Slab Resists Sliding -or- Slab Resists Sliding-No Force on Seismic, E 1.000 Use menu item Settings>Printing&Title Block Title Page: to set these five lines of information Job# Dsgnr: Date: 3 JUN 2015 for your program. Description.... This Wall in File:w:\2710\engineering\site\restrained wall.rpx.rpx RetainPro 10(c)1987-2014, Build 10.14.12.11 License:KW-06056742 Restrained Retaining Wall Design Code: IBC 2009,ACI 318-08,ACI 530-08 License To:ISE Footing Strengths&Dimensions Footing Design Results Toe Width = 0.67 ft Toe eel Heel Width = 1.33 Factored Pressure = 1,014 2,472 psf Total Footing Widtt = 2.00 Mu':Upward = 264 509 ft-# Footing Thickness = 14.00 in Mu':Downward = 57 279 ft-# Key Width = 12.00 in Mu: Design = 207 -231 ft-# Key Depth = 0.00 in Actual 1-Way Shear = 0.00 4.64 psi Key Distance from Toe = 2.00 ft Allow 1-Way Shear = 75.00 75.00 psi fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min.As% = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Summary of Forces on Footing : Slab RESISTS sliding,stem is PINNED at footing Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = lbs ft ft-# Axial Dead Load on Stem = 869.Olbs 1.00 ft 871.9ft-# Soil Over Toe = 24.6lbs 0.34 ft 8.2ft-# Adjacent Footing Load = lbs ft ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight = 900.Olbs 1.00 ft 903.0ft-# Soil Over Heel = 583.7lbs 1.67 ft 973.9ft-# Footing Weight = 350.Olbs 1.00 ft 350.5ft-# Total Vertical Force = 2,727.3lbs Moment = 3,107.5ft-# Net Mom.at Stem/Ftg Interface= -380.2 ft-# Allow.Mom.@ Stem/Ftg Interface= 2,436.2 ft-# Allow.Mom.Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure= 1,363.7 psf Wood Beam File=wV7101ENGINEERINGISITEIsite.ec6 ENERCALC,INC.1983-2015,Buld:6.15.1.19,Ver.6.15.1.19 KW-06008078 Licensee::Innovative Structural Engineering,I c. I E) Description: DECK JOISTS CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875 psi Ebend-xx 1400 ksi Fc-Prll 1150 psi Eminbend-xx 510 ksi Wood Species : Spruce-Pine-Fir Fc-Perp 425 psi Wood Grade : No. 1/No.2 Fv 135 psi Ft 450 psi Density 27.06pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D 0.01333 L 0.05332 S 0.03999 2x8 Span=10.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.010, L=0.040, S=0.030 ksf, Tributary Width=1.333 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.856 1 Maximum Shear Stress Ratio = 0.409 : 1 Section used for this span 2x8 Section used for this span 2x8 fb:Actual = 951.01 psi fv:Actual = 50.75 psi FB:Allowable = 1,110.90 psi Fv:Allowable = 124.20 psi Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H Location of maximum on span = 5.000ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.190 in Ratio= 630 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.298 in Ratio= 403 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb Fb V fv Fv +D+H 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.175 0.084 0.90 1.200 0.80 1.15 1.00 1.00 1.00 0.17 152.16 869.40 0.06 8.12 97.20 +D+L+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.788 0.376 1.00 1.200 0.80 1.15 1.00 1.00 1.00 0.83 760.81 966.00 0.29 40.60 108.00 +D+Lr+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.126 0.060 1.25 1.200 0.80 1.15 1.00 1.00 1.00 0.17 152.16 1207.50 0.06 8.12 135.00 +D+S+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.548 0.261 1.15 1.200 0.80 1.15 1.00 1.00 1.00 0.67 608.65 1110.90 0.24 32.48 124.20 +D+0.750Lr+0.750L+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.504 0.241 1.25 1.200 0.80 1.15 1.00 1.00 1.00 0.67 608.65 1207.50 0.24 32.48 135.00 +D+0.750L+0.750S+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.856 0.409 1.15 1.200 0.80 1.15 1.00 1.00 1.00 1.04 951.01 1110.90 0.37 50.75 124.20 Wood Beam File=w:127101ENGINEERING1srrElsite.ec6 ENERCALC,INC.1983-2015.Build:6.15.1.19,Ver.6.15.1.19 KW-0600807& Licensee:Innovaitive Structural.Engineering,Inc.(ISE) Description: DECK JOISTS Load Combination Max Stress Ratios Moment Values. Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb F'b V fv F'v +D+0.60W+H 1.200 0.80 1:15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.098 0.047 1.60 1.200 0.80 1.15 1.00 1.00 1.00 0.17 152.16 1545.60 0.06 8.12 172.80 +D+0.70E+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.098 0.047 1.60 1.200 0.80 1.15 1.00 1.00 1.00 0.17 152.16 1545.60 0.06 8.12 172.80 +D+0.750Lr+0.750L+0.450W+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.394 0.188 1.60 1.200 0.80 1.15 1.00 1.00 1.00 0.67 608.65 1545.60 0.24 32.48 172.80 +D+0.750L+0.750S+0.450W+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.615 0.294 1.60 1.200 0.80 1.15 1.00 1.00 1.00 1.04 951.01 1545.60 0.37 50.75 172.80 +D+0.750L+0.750S+0.5250E+H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.615 0.294 1.60 1.200 0.80 1.15 1.00 1.00 1.00 1.04 951.01 1545.60 0.37 50.75 172.80 +0.60D+0.60W+0.60H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.059 0.028 1.60 1.200 0.80 1.15 1.00 1.00 1.00 0.10 91.30 1545.60 0.04 4.87 172.80 +0.60D+0.70E+0.60H 1.200 0.80 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.059 0.028 1.60 1.200 0.80 1.15 1.00 1.00 1.00 0.10 91.30 1545.60 0.04 4.87 172.80 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max.°+°Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.2976 5.036 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.417 0.417 Overall MINimum 0.040 0.040 +D+H 0.067 0.067 +D+L+H 0.333 0.333 +D+Lr+H 0.067 0.067 +D+S+H 0.267 0.267 +D+0.750Lr+0.750L+H 0.267 0.267 +D+0.750L+0.750S+H 0.417 0.417 +D+0.60W+H 0.067 0.067 +D+0.70E+H 0.067 0.067 +D+0.750Lr+0.750L+0.450W+H 0.267 0.267 +D+0.750L+0.750S+0.450W+H 0.417 0.417 +D+0.750L+0.750S+0.5250E+H 0.417 0.417 +0.60D+0.60W+0.60H 0.040 0.040 +0.60D+0.70E+0.60H 0.040 0.040 D Only 0.067 0.067 Lr Only L Only 0.267 0.267 S Only 0.200 0.200 W Only E Only H Only Wood Beam File=w:\2710\ENGINEERING\SrrE\site.ec6 ENERCALC,INC.19832015,Buffd:6.15.1.19,Ver.6.15.1.19 IKW-46008078' Licensee:Irinovative Structurair Engineering,Inc.(ISE) Description: DECK DROP BEAM CODE REFERENCES' Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875.0 psi Ebend-xx 1,400.0 ksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species : Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade : No. 1/No.2 Fv 135.0 psi Ft 450.0 psi Density 27.060 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D 0.0708 L 0.2832 S 0.2124 D 0.0708 L 0.2832 S 0.2124 5.250 X 7.250 5.250 X 7.250 Span=8.170 ft Span=8.170 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.010, L=0.040, S=0.030 ksf, Tributary Width=7.080 ft Load for Span Number 2 Uniform Load: D=0.010, L=0.040, S=0.030 ksf, Tributary Width=7.080 ft DESIGN SUMMARY _ • Maximum Bending Stress Ratio = 0.9971 Maximum Shear Stress Ratio = 0.634 : 1 Section used for this span 5.250 X 7.250 Section used for this span 5.250 X 7.250 fb:Actual = 963.31 psi fv:Actual = 78.70 psi FB:Allowable = 966.00psi Fv:Allowable = 124.20 psi Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H Location of maximum on span = 8.170ft Location of maximum on span = 7.577 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.054 in Ratio= 1821 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.084 in Ratio= 1165 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations. Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C Fiv C i Cr C m C t C L M fb F'b V fl/ F'v +D+H 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.204 0.130 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.59 154.13 756.00 0.32 12.59 97.20 Length=8.170 ft 2 0.204 0.130 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.59 154.13 756.00 0.32 12.59 97.20 +D+L+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.917 0.583 1.00 1.200 0.80 1.00 1.00 1.00 1.00 2.95 770.65 840.00 1.60 62.96 108.00 Length=8.170 ft 2 0.917 0.583 1.00 1.200 0.80 1.00 1.00 1.00 1.00 2.95 770.65 840.00 1.60 62.96 108.00 +D+Lr+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.147 0.093 1.25 1.200 0.80 1.00 1.00 1.00 1.00 0.59 154.13 1050.00 0.32 12.59 135.00 Length=8.170 ft 2 0.147 0.093 1.25 1.200 0.80 1.00 1.00 1.00 1.00 0.59 154.13 1050.00 0.32 12.59 135.00 Wood Beam File=w:V7101ENGINEERINGISrrElsite.ec6 ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver.6.15.1.19 KW-06008078i Description: DECK DROP BEAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb Pb V fv Pv +D+S+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.638 0.406 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.36 616.52 966.00 1.28 50.37 124.20 Length=8.170 ft 2 0.638 0.406 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.36 616.52 966.00 1.28 50.37 124.20 +D+0.750Lr+0.750L+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.587 0.373 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.36 616.52 1050.00 1.28 50.37 135.00 Length=8.170 ft 2 0.587 0.373 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.36 616.52 1050.00 1.28 50.37 135.00 +D+0.750L+0.750S+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.997 0.634 1.15 1.200 0.80 1.00 1.00 1.00 1.00 3.69 963.31 966.00 2.00 78.70 124.20 Length=8.170 ft 2 0.997 0.634 1.15 1.200 0.80 1.00 1.00 1.00 1.00 3.69 963.31 966.00 2.00 78.70 124.20 +D+0.60W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.115 0.073 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.59 154.13 1344.00 0.32 12.59 172.80 Length=8.170 ft 2 0.115 0.073 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.59 154.13 1344.00 0.32 12.59 172.80 +D+0.70E+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.115 0.073 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.59 154.13 1344.00 0.32 12.59 172.80 Length=8.170 ft 2 0.115 0.073 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.59 154.13 1344.00 0.32 12.59 172.80 +D+0.750Lr+0.750L+0.450W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.459 0.291 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.36 616.52 1344.00 1.28 50.37 172.80 Length=8.170 ft 2 0.459 0.291 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.36 616.52 1344.00 1.28 50.37 172.80 +D+0.750L+0.750S+0.450W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.717 0.455 1.60 1.200 0.80 1.00 1.00 1.00 1.00 3.69 963.31 1344.00 2.00 78.70 172.80 Length=8.170 ft 2 0.717 0.455 1.60 1.200 0.80 1.00 1.00 1.00 1.00 3.69 963.31 1344.00 2.00 78.70 172.80 +D+0.750L+0.750S+0.5250E+H 1.200 0.80 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.717 0.455 1.60 1.200 0.80 1.00 1.00 1.00 1.00 3.69 963.31 1344.00 2.00 78.70 172.80 Length=8.170 ft 2 0.717 0.455 1.60 1.200 0.80 1.00 1.00 1.00 1.00 3.69 963.31 1344.00 2.00 78.70 172.80 +0.60D+0.60W+0.60H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.069 0.044 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.35 92.48 1344.00 0.19 7.55 172.80 Length=8.170 ft 2 0.069 0.044 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.35 92.48 1344.00 0.19 7.55 172.80 +0.60D+0.70E+0.60H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.069 0.044 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.35 92.48 1344.00 0.19 7.55 172.80 Length=8.170 ft 2 0.069 0.044 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.35 92.48 1344.00 0.19 7.55 172.80 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0841 3.469 0.0000 0.000 +D+0.750L+0.750S+0.5250E+H 2 0.0832 4.747 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.356 4.519 1.356 Overall MINimum 0.130 0.434 0.130 +D+H 0.217 0.723 0.217 +D+L+H 1.085 3.615 1.085 +D+Lr+H 0.217 0.723 0.217 +D+S+H 0.868 2.892 0.868 +D+0.750Lr+0.750L+H 0.868 2,892 0.868 +D+0.750L+0.750S+H 1.356 4.519 1.356 +D+0.60W+H 0.217 0.723 0.217 +D+0.70E+H 0.217 0.723 0.217 +D+0.750Lr+0.750L+0.450W+H 0.868 2.892 0.868 +D+0.750L+0.7503+0.450W+H 1.356 4.519 1.356 +D+0.750L+0.750S+0.5250E+H 1.356 4.519 1.356 +0.60D+0.60W+0.60H 0.130 0.434 0.130 +0.60D+0.70E+0.60H 0.130 0.434 0.130 D Only 0.217 0.723 0.217 Lr Only L Only 0.868 2.892 0.868 S Only 0.651 2.169 0.651 W Only E Only H Only Wood Beam FIe=W:127101ENGINEERINGISFEIsite.ec6 ENERCALC,INC.1983-2015,Buld:6.15.1.19,Ver.6.15.1.19 IKV�V06008078; Licensee:innovative Strudturat Engineering,Inc.(ISE),, Description: DECK DROP BEAM CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875.0 psi Ebend-xx 1,400.0 ksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species :Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade :No. 1/No.2 Fv 135.0 psi Ft 450.0 psi Density 27.060pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D0.05 L0.2 S0.15 D0.05 L0.2 S0.15 5.250 X 7.250 5.250 X 7.250 Span=8.170 ft Span=8.170 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.010, L=0.040, S=0.030 ksf, Tributary Width=5.0 ft Load for Span Number 2 Uniform Load: D=0.010, L=0.040, S=0.030 ksf, Tributary Width=5.0 ft _DESIGN SUMMARY _ Maximum Bending Stress Ratio = 0.704- 1 Maximum Shear Stress Ratio = 0.447 : 1 Section used for this span 5.250 X 7.250 Section used for this span 5.250 X 7.250 fb:Actual = 680.30 psi fv:Actual = 55.58 psi FB:Allowable = 966.00psi Fv:Allowable = 124.20 psi Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H Location of maximum on span = 8.170ft Location of maximum on span = 7.577 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.038 In Ratio= 2578 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.059 in Ratio= 1650 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr C m C t C L M fb Fb V fv Fv +D+H 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.144 0.091 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.42 108.85 756.00 0.23 8.89 97.20 Length=8.170 ft 2 0.144 0.091 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.42 108.85 756.00 0.23 8.89 97.20 +D+L+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.648 0.412 1.00 1.200 0.80 1.00 1.00 1.00 1.00 2.09 544.24 840.00 1.13 44.46 108.00 Length=8.170 It 2 0.648 0.412 1.00 1.200 0.80 1.00 1.00 1.00 1.00 2.09 544.24 840.00 1.13 44.46 108.00 +D+Lr+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.104 0.066 1.25 1.200 0.80 1.00 1.00 1.00 1.00 0.42 108.85 1050.00 0.23 8.89 135.00 Length=8.170 ft 2 0.104 0.066 1.25 1.200 0.80 1.00 1.00 1.00 1.00 0.42 108.85 1050.00 0.23 8.89 135.00 Wood Beam File=W.V7101ENGINEERINGISnEIsite.ec6 ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver.6.15.1.19 KW-06008078 Licensee:Innovative Structural:Engineering'.Inc.(ISEJ Description: DECK DROP BEAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i C r C m C t C L M fb Pb V fv F'v +D+S+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.451 0.286 1.15 1.200 0.80 1.00 1.00 1.00 1.00 1.67 435.39 966.00 0.90 35.57 124.20 Length=8.170 ft 2 0.451 0.286 1.15 1.200 0.80 1.00 1.00 1.00 1.00 1.67 435.39 966.00 0.90 35.57 124.20 +D+0.750Lr+0.750L+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.415 0.263 1.25 1.200 0.80 1.00 1.00 1.00 1.00 1.67 435.39 1050.00 0.90 35.57 135.00 Length=8.170 ft 2 0.415 0.263 1.25 1.200 0.80 1.00 1.00 1.00 1.00 1.67 435.39 1050.00 0.90 35.57 135.00 +D+0.750L+0.750S+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.704 0.447 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.61 680.30 966.00 1.41 55.58 124.20 Length=8.170 ft 2 0.704 0.447 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.61 680.30 966.00 1.41 55.58 124.20 +D+0.60W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.081 0.051 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.42 108.85 1344.00 0.23 8.89 172.80 Length=8.170 ft 2 0.081 0.051 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.42 108.85 1344.00 0.23 8.89 172.80 +D+0.70E+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.081 0.051 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.42 108.85 1344.00 0.23 8.89 172.80 Length=8.170 ft 2 0.081 0.051 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.42 108.85 1344.00 0.23 8.89 172.80 +D+0.750Lr+0.750L+0.450W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.324 0.206 1.60 1.200 0.80 1.00 1.00 1.00 1.00 1.67 435.39 1344.00 0.90 35.57 172.80 Length=8.170 ft 2 0.324 0.206 1.60 1.200 0.80 1.00 1.00 1.00 1.00 1.67 435.39 1344.00 0.90 35.57 172.80 +D+0.750L+0.750S+0.450W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.506 0.322 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.61 680.30 1344.00 1.41 55.58 172.80 Length=8.170 ft 2 0.506 0.322 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.61 680.30 1344.00 1.41 55.58 172.80 +D+0.750L+0.750S+0.5250E+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.506 0.322 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.61 680.30 1344.00 1.41 55.58 172.80 Length=8.170 ft 2 0.506 0.322 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.61 680.30 1344.00 1.41 55.58 172.80 +0.60D+0.60W+0.60H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.049 0.031 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.25 65.31 1344.00 0.14 5.34 172.80 Length=8.170 ft 2 0.049 0.031 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.25 65.31 1344.00 0.14 5.34 172.80 +0.60D+0.70E+0.60H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.170 ft 1 0.049 0.031 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.25 65.31 1344.00 0.14 5.34 172.80 Length=8.170 ft 2 0.049 0.031 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.25 65.31 1344.00 0.14 5.34 172.80 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0594 3.469 0.0000 0.000 +D+0.750L+0.750S+0.5250E+H 2 0.0588 4.747 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.957 3.191 0.957 Overall MINimum 0.092 0.306 0.092 +D+H 0.153 0.511 0.153 +D+L+H 0.766 2.553 0.766 +D+Lr+H 0.153 0.511 0.153 +D+S+H 0.613 2.042 0.613 +D+0.750Lr+0.750L+H 0.613 2.042 0.613 +D+0.750L+0.750S+H 0.957 3.191 0.957 +D+0.60W+H 0.153 0.511 0.153 +D+0.70E+H 0.153 0.511 0.153 +D+0.750Lr+0.750L+0.450W+H 0.613 2.042 0.613 +D+0.750L+0.750S+0.450W+H 0.957 3.191 0.957 +D+0.750L+0.750S+0.5250E+H 0.957 3.191 0.957 +0.60D+0.60W+0.60H 0.092 0.306 0.092 +0.60D+0.70E+0.60H 0.092 0.306 0.092 D Only 0.153 0.511 0.153 Lr Only L Only 0.613 2.042 0.613 S Only 0.460 1.532 0.460 W Only E Only H Only Wood Beam FIe=W:127101ENGINEERINGI5rrEI5ite.ec6 ENERCALC,INC.1983.2015,Buld:6.15.1.19,Ver:6.15.1.19 KW-06008018 Licensee Innovative%Structurat Engineering,Inc.:(IS' Description: DECK DROP BEAM CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875.0 psi Ebend-xx 1,400.0 ksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species : Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade :No. 1/No.2 Fv 135.0 psi Ft 450.0 psi Density 27.060pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D 0.0805 L 0.322 S 0.2415 D 0.0805 L 0.322 S 0.2415 5.250 X 7.250 5.250 X 7.250 Span=7.50 ft Span=7.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.010, L=0.040, S=0.030 ksf, Tributary Width=8.050 ft Load for Span Number 2 Uniform Load: D=0.010, L=0.040, S=0.030 ksf, Tributary Width=8.050 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.955 1 Maximum Shear Stress Ratio = 0.655 : 1 Section used for this span 5.250 X 7.250 Section used for this span 5.250 X 7.250 fb:Actual = 923.01 psi fv:Actual = 81.31 psi FB:Allowable = 966.00 psi Fv:Allowable = 124.20 psi Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H Location of maximum on span = 7.500ft Location of maximum on span = 7.500ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.043 In Ratio= 2070 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.068 in Ratio= 1325 Max Upward Total Deflection 0.000 In Ratio= 0 <180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb Fb V N Fv +D+H 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.195 0.134 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.57 147.68 756.00 0.33 13.01 97.20 Length=7.50 ft 2 0.195 0.134 0.90 1.200 0.80 1.00 1.00 1.00 1.00 0.57 147.68 756.00 0.33 13.01 97.20 +D+L+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.879 0.602 1.00 1.200 0.80 1.00 1.00 1.00 1.00 2.83 738.41 840.00 1.65 65.05 108.00 Length=7.50 ft 2 0.879 0.602 1.00 1.200 0.80 1.00 1.00 1.00 1.00 2.83 738.41 840.00 1.65 65.05 108.00 +D+Lr+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.141 0.096 1.25 1.200 0.80 1.00 1.00 1.00 1.00 0.57 147.68 1050.00 0.33 13.01 135.00 Length=7.50 ft 2 0.141 0.096 1.25 1.200 0.80 1.00 1.00 1.00 1.00 0.57 147.68 1050.00 0.33 13.01 135.00 Wood BeamHe=W:127101ENGINEERINGI5ITEI5ite.ec6 ENERCALC,INC.19632015,Build:6.15.1.19,Ver:6.15.1.19 KW,06008078 Licen!§ee:Innovative Structurat Engineering,Inc.(ISE) Description: DECK DROP BEAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr C m C t C L M fb F'b V fl, F'v +D+S+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.612 0.419 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.26 590.73 966.00 1.32 52.04 124.20 Length=7.50 ft 2 0.612 0.419 1.15 1.200 0.80 1.00 1.00 1.00 1.00 2.26 590.73 966.00 1.32 52.04 124.20 +D+0.750Lr+0.750L+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.563 0.385 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.26 590.73 1050.00 1.32 52.04 135.00 Length=7.50 ft 2 0.563 0.385 1.25 1.200 0.80 1.00 1.00 1.00 1.00 2.26 590.73 1050.00 1.32 52.04 135.00 +D+0.750L+0.750S+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.955 0.655 1.15 1.200 0.80 1.00 1.00 1.00 1.00 3.54 923.01 966.00 2.06 81.31 124.20 Length=7.50 ft 2 0.955 0.655 1.15 1.200 0.80 1.00 1.00 1.00 1.00 3.54 923.01 966.00 2.06 81.31 124.20 +D+0.60W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.110 0.075 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.57 147.68 1344.00 0.33 13.01 172.80 Length=7.50 ft 2 0.110 0.075 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.57 147.68 1344.00 0.33 13.01 172.80 +D+0.70E+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.110 0.075 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.57 147.68 1344.00 0.33 13.01 172.80 Length=7.50 ft 2 0.110 0.075 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.57 147.68 1344.00 0.33 13.01 172.80 +D+0.750Lr+0.750L+0.450W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.440 0.301 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.26 590.73 1344.00 1.32 52.04 172.80 Length=7.50 ft 2 0.440 0.301 1.60 1.200 0.80 1.00 1.00 1.00 1.00 2.26 590.73 1344.00 1.32 52.04 172.80 +D+0.750L+0.750S+0.450W+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.687 0.471 1.60 1.200 0.80 1.00 1.00 1.00 1.00 3.54 923.01 1344.00 2.06 81.31 172.80 Length=7.50 ft 2 0.687 0.471 1.60 1.200 0.80 1.00 1.00 1.00 1.00 3.54 923.01 1344.00 2.06 81.31 172.80 +D+0.750L+0.750S+0.5250E+H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.687 0.471 1.60 1.200 0.80 1.00 1.00 1.00 1.00 3.54 923.01 1344.00 2.06 81.31 172.80 Length=7.50 ft 2 0.687 0.471 1.60 1.200 0.80 1.00 1.00 1.00 1.00 3.54 923.01 1344.00 2.06 81.31 172.80 +0.60D+0.60W+0.60H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.066 0.045 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.34 88.61 1344.00 0.20 7.81 172.80 Length=7.50 ft 2 0.066 0.045 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.34 88.61 1344.00 0.20 7.81 172.80 +0.60D+0.70E+0.60H 1.200 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.066 0.045 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.34 88.61 1344.00 0.20 7.81 172.80 Length=7.50 ft 2 0.066 0.045 1.60 1.200 0.80 1.00 1.00 1.00 1.00 0.34 88.61 1344.00 0.20 7.81 172.80 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0679 3.184 0.0000 0.000 +D+0.750L+0.750S+0.5250E+H 2 0.0672 4.358 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.415 4.717 1.415 Overall MINimum 0.136 0.453 0.136 +D+H 0.226 0.755 0.226 +D+L+H 1.132 3.773 1.132 +D+Lr+H 0.226 0.755 0.226 +D+S+H 0.906 3.019 0.906 +D+0.750Lr+0.750L+H 0.906 3.019 0.906 +D+0.750L+0.750S+H 1.415 4.717 1.415 +D+0.60W+H 0.226 0.755 0.226 +D+0.70E+H 0.226 0.755 0.226 +D+0.750Lr+0.750L+0.450W+H 0.906 3.019 0.906 +D+0.750L+0.750S+0.450W+H 1.415 4.717 1.415 +D+0.750L+0.7505+0.5250E+H 1.415 4.717 1.415 +0.60D+0.60W+0.60H 0.136 0.453 0.136 +0.60D+0.70E+0.60H 0.136 0.453 0.136 D Only 0.226 0.755 0.226 Lr Only L Only 0.906 3.019 0.906 S Only 0.679 2.264 0.679 W Only E Only H Only General FOOt111 RIe=W:127101ENGINEERINGISITEIsite.ec6 9 ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver-6.15.1.19 'Licensee:Innovative Structurall Engineering,Inc.(ISE) I.11'1 Description: -None- Code References Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Wormation Material Properties Soil Design Values fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 200.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel%Bending Reinf. = Allowable pressure increase per foot of deptl= ksf Min Allow%Temp Reinf. = 0.00140 when footing base is below = ft Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept= ksf Use ftg wt for stability,moments&shears Yes when maximum length or width is greater4 ft Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis = 3.50 ft Z Length parallel to Z-Z Axis = 3.50 ft Footing Thicknes = 12.0 in Pedestal dimensions... X10X px:parallel to X-X Axis = 12.0 in pz:parallel to Z-Z Axis = 12.0 in Height - in - - - ---------- m CL Rebar Centerline to Edge of Concrete.. at Bottom of footing = 3.0 in ............-----------+---_-.._...s..._.. o y I Reinforcing 3 w Bars parallel to X-X Axis Number of Bars = 5.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars. = 5.0 Reinforcing Bar Siz( _ # 4 6-94 Ben 5-14 gars Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 6.510 7.560 5.560 k OB:Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = k General Footing RIe=W:127101ENGINEERINGISITEIsite.ec6 g ENERCALC,INC.1983-2015,Buld:6.15.1.19,Ver.6.15.1.19 l(W-06008078 Licensee,:Innovative Structural Engineering,Inc.(ISE) Description: -None- DESIGN SUMMARY ■- • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9867 Soil Bearing 1.480 ksf 1.50 ksf +D+0.750L+0.750S+0.5250E+H about Z-. PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1298 Z Flexure(+X) 1.446 k-ft 11.139 k-ft +1.20D+1,60L+0.50S+1.60H PASS 0.1298 Z Flexure(-X) 1.446 k-ft 11.139 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.1298 X Flexure(+Z) 1.446 k-ft 11.139 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.1298 X Flexure(-Z) 1.446 k-ft 11.139 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.120 1-way Shear(+X) 9.003 psi 75.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.120 1-way Shear(-X) 9.003 psi 75.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.120 1-way Shear(+Z) 9.003 psi 75.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.120 1-way Shear(-Z) 9.003 psi 75.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.1501 2-way Punching 22.508 psi 150.0 psi +1.20D+1.60L+0.50S+1.60H Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual 1 Allowable Load Combination... Gross Allowable Xecc Zecc Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,+D+H 1.50 n/a 0.0 0.6764 0.6764 n/a n/a 0.451 X-X,+D+L+H 1.50 n/a 0.0 1.294 1.294 n/a n/a 0.863 X-X,+D+Lr+H 1.50 n/a 0.0 0.6764 0.6764 n/a n/a 0.451 X-X,+D+S+H 1.50 n/a 0.0 1.130 1.130 n/a n/a 0.753 X-X,+D+0.750Lr+0.750L+H 1.50 n/a 0.0 1.139 1.139 n/a n/a 0.759 X-X,+D+0.750L+0.750S+H 1.50 n/a 0.0 1.480 1.480 n/a n/a 0.987 X-X,+D+0.60W+H 1.50 n/a 0.0 0.6764 0.6764 n/a nla 0.451 X-X,+D+0.70E+H 1.50 n/a 0.0 0.6764 0.6764 n/a n/a 0.451 X-X,+D+0.750Lr+0.750L+0.450W+H 1.50 n/a 0.0 1.139 1.139 n/a n/a 0.759 X-X,+D+0.750L+0.750S+0.450W+H 1.50 n/a 0.0 1.480 1.480 n/a n/a 0.987 X-X,+D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.0 1.480 1.480 n/a n/a 0.987 X-X,+0.60D+0.60W+0.60H 1.50 n/a 0.0 0.4059 0.4059 n/a n/a 0.271 X-X,+0.60D+0.70E+0.60H 1.50 n/a 0.0 0.4059 0.4059 n/a n/a 0.271 Z-Z,+D+H 1.50 0.0 n/a n/a n/a 0.6764 0.6764 0.451 Z-Z,+D+L+H 1.50 0.0 n/a n/a n/a 1.294 1.294 0.863 Z-Z,+D+Lr+H 1.50 0.0 n/a n/a n/a 0.6764 0.6764 0.451 Z-Z,+D+S+H 1.50 0.0 n/a n/a n/a 1.130 1.130 0.753 Z-Z,+D+0.750Lr+0.750L+H 1.50 0.0 n/a n/a n/a 1.139 1.139 0.759 Z-Z,+D+0.750L+0.750S+H 1.50 0.0 n/a n/a n/a 1.480 1.480 0.987 Z-Z,+D+0.60W+H 1.50 0.0 n/a n/a n/a 0.6764 0.6764 0.451 Z-Z,+D+0.70E+H 1.50 0.0 n/a n/a n/a 0.6764 0.6764 0.451 Z-Z,+D+0.750Lr+0.750L+0.450W+H 1.50 0.0 n/a n/a n/a 1.139 1.139 0.759 Z-Z,+D+0.750L+0.750S+0.450W+H 1.50 0.0 n/a n/a n/a 1.480 1.480 0.987 Z-Z,+D+0.750L+0.750S+0.5250E+H 1.50 0.0 n/a n/a n/a 1.480 1.480 0.987 Z-Z,+0.60D+0.60W+0.60H 1.50 0.0 n/a n/a n/a 0.4059 0.4059 0.271 Z-Z,+0.60D+0.70E+0.60H 1.50 0.0 n/a n/a n/a 0.4059 0.4059 0.271 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding General Footing FIe=W:127101ENGINEERINGISrrBsite.ec6 9 ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver.6.15.1.19 KW.0600807& Licensee:.Innovative Structural Engineering:,,'Inc.,(ISE) Description: —None— Footing Flexure Mu Which Tension @ As Req'd Gvrn.As Actual As Phi*Mn Flexure Axis 8 Load Combination Status k-ft Side? Bot or Top? inA2 inA2 inA2 k-ft X-X,+1.40D+1.60H 0.5810 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.40D+1.60H 0.5810 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK General Footing File=W:127101ENGINEERINGISITEIsite.ec6 g ENERCALC,INC.1983-2015,Buld:6.15.1.19,Ver:6.15.1.19 KW-06008078i 'Licensee:lnnovativeStructurallEnj, Description: -None- Footing Flexure Mu Which Tension @ As Req'd Gvrn.As Actual As Phi*Mn Flexure Axis 8 Load Combination Status k-ft Side? Bot or Top? in A2 in A2 in^2 k-ft X-X,+1.20D+0.50Lr+1.60L+1.60H 1.269 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50Lr+1.60L+1.60H 1.269 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60L+0.50S+1.60H 1.446 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60L+0.50S+1.60H 1.446 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60Lr+0.50L+1.60H 0.7390 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60Lr+0.50L+1.60H 0.7390 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 0.4980 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 0.4980 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50L+1.60S+1.60H 1.306 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50L+1.60S+1.60H 1.306 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60S+0.50W+1.60H 1.065 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+1.60S+0.50W+1.60H 1.065 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50Lr+0.50L+W+1.60H 0.7390 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50Lr+0.50L+W+1.60H 0.7390 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50L+0.50S+W+1.60H 0.9162 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50L+0.50S+W+1.60H 0.9162 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50L+0.20S+E+1.60H 0.8099 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+1.20D+0.50L+0.20S+E+1.60H 0.8099 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+0.90D+W+0.90H 0.3735 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+0.90D+W+0.90H 0.3735 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+0.90D+E+0.90H 0.3735 +Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK X-X,+0.90D+E+0.90H 0.3735 -Z Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.40D+1.60H 0.5810 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.40D+1.60H 0.5810 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 1.269 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 1.269 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60L+0.50S+1.60H 1.446 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60L+0.50S+1.60H 1.446 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60Lr+0.50L+1.60H 0.7390 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60Lr+0.50L+1.60H 0.7390 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60Lr+0.50W+1.60H 0.4980 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60Lr+0.50W+1.60H 0.4980 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50L+1.60S+1.60H 1.306 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50L+1.60S+1.60H 1.306 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60S+0.50W+1.60H 1.065 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+1.60S+0.50W+1.60H 1.065 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 0.7390 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 0.7390 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50L+0.50S+W+1.60H 0.9162 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50L+0.50S+W+1.60H 0.9162 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50L+0.20S+E+1.60H 0.8099 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+1.20D+0.50L+0.20S+E+1.60H 0.8099 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+0.90D+W+0.90H 0.3735 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+0.90D+W+0.90H 0.3735 +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+0.90D+E+0.90H 0.3735 -X Bottom 0.2016 Min Temp% 0.2857 11.139 OK Z-Z,+0.90D+E+0.90H _ _ 0.3735_ +X Bottom 0.2016 Min Temp% 0.2857 11.139 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu!Phi*Vn Status +1.40D+1.60H 3.617 psi 3.617 psi 3.617 psi 3.617 psi 3.617 psi 75 psi 0.04822 OK +1.20D+0.50Lr+1.60L+1.60H 7.9 psi 7.9 psi 7.9 psi 7.9 psi 7.9 psi 75 psi 0.1053 OK +1.20D+1.60L+0.50S+1.60H 9.003 psi 9.003 psi 9.003 psi 9.003 psi 9.003 psi 75 psi 0.12 OK +1.20D+1.60Lr+0.50L+1.60H 4.6 psi 4.6 psi 4.6 psi 4.6 psi 4.6 psi 75 psi 0.06133 OK +1.20D+1.60Lr+0.50W+1.60H 3.1 psi 3.1 psi 3.1 psi 3.1 psi 3.1 psi 75 psi 0.04133 OK +1.20D+0.50L+1.60S+1.60H 8.13 psi 8.13 psi 8.13 psi 8.13 psi 8.13 psi 75 psi 0.1084 OK +1.20D+1.60S+0.50W+1.60H 6.63 psi 6.63 psi 6.63 psi 6.63 psi 6.63 psi 75 psi 0.0884 OK +1.20D+0.50Lr+0.50L+W+1.60H 4.6 psi 4.6 psi 4.6 psi 4.6 psi 4.6 psi 75 psi 0.06133 OK +1.20D+0.50L+0.50S+W+1.60H 5.703 psi 5.703 psi 5.703 psi 5.703 psi 5.703 psi 75 psi 0.07604 OK +1.20D+0.50L+0.20S+E+1.60H 5.041 psi 5.041 psi 5.041 psi 5.041 psi 5.041 psi 75 psi 0.06722 OK +0.90D+W+0.90H 2.325 psi 2.325 psi 2.325 psi 2.325 psi 2.325 psi 75 psi 0.031 OK +0.90D+E+0.90H 2.325 psi 2.325 psi 2.325 psi 2.325 psi 2.325 psi 75 psi 0.031 OK General Footing File=W:12710\ENGINEERINGISITEIsite.ec6 9 ENERCALC,INC.19832015,Build:6.15.1.19,Ver.6.15.1.19 i.000 Description: -None- Punching Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 9.042 psi 150psi 0.06028 OK +1.20D+0.50Lr+1.60L+1.60H 19.75 psi 150psi 0.1317 OK +1.20D+1.60L+0.50S+1.60H 22.508 psi 150psi 0.1501 OK +1.20D+1.60Lr+0.50L+1.60H 11.5 psi 150psi 0.07667 OK +1.20D+1.60Lr+0.50W+1.60H 7.75 psi 150psi 0.05167 OK +1.20D+0.50L+1.60S+1.60H 20.325 psi 150psi 0.1355 OK +1.20D+1.60S+0.50W+1.60H 16.575 psi 150psi 0.1105 OK +1.20D+0.50Lr+0.50L+W+1.60H 11.5 psi 150psi 0.07667 OK +1.20D+0.50L+0.50S+W+1.60H 14.258 psi 150psi 0.09505 OK +1.20D+0.50L+0.20S+E+1.60H 12.603 psi 150psi 0.08402 OK +0.90D+W+0.90H 5.813 psi 150psi 0.03875 OK +0.90D+E+0.90H 5.813 psi 150psi 0.03875 OK 5ht: L1 INNOVATIVE 29970 Technology Drive, Suite 108 Date: -- IS[ STRUCTURAL Murrieta, CA 92563 #: -- 1 ENGINEERING (951)600-0032, (951)600-0036 Fax I A : -- Earthquake Load Analyele at 1-5tory Building Proposed Project Location: Quogue, NY Latitude,deg Longitude,deg Governing Code: 2010 NYBC 38.6573 -122.8130 Earthquake Design per A5CE 7-05 Dead Load(IM1n, sf Earthquake Design Parameters* Roof= 15 p5f Site Class= D Per Table 1613.5.2 Wall= 10 p5f Short Period S.A.,55= 0.15 115G5 Total lot Fir= 25 p5f 15 Period 5.A.,51 = 0.05 115G5 Total Weight = 25 pof 51te Coefficient, Fa= 1.60 Table 1613.5.3(1) Site Coefficient, F„= 2.40 Table 1613.5.3(2) V 5m5= Fa55= 0.24 EQ 16-37 5m,= F„51= 0.13 EQ16-38 h 5ps=2/3 Sm5= 0.16 EQ 16-39 5p, =2/3 5m,= 0.09 EQ16-40 Seismic Design Category= 5 1613.5.6(1)&(2) Height of Building, h„= 12.00 ft Equivalent Lateral Force,12-&&.2007 Re5ponoe Modification, R= 6.50 Table 12.2-1 C13C 1605.3.2 Importance Factor, le= LL Table 11.5-1 V=CSW Occupancy Category= Table 1604.5 C5=5D5/(R/1) = 0.02 *5ei5mic Design Parameters per Soils Report a5 provided Co=5p,/T(RA) = 0.10 Max **Tables listed above are located in Chapter 16 of Governing Code C5= 0.01 Min Approximate Fundamental Period,(T)12.62.1 Base Shear,V= 0.60. p5f Ct = 0.02 Table 12.8-2 Allow 5tre55 V/1.4= 0.43 p5f X= 0.75 Table 12.8-2 (5ect.12.3.4.2) p= 1.30 Rho T=Ct(h.)x= 0.13 Eh = p Qe= 0.56 p5f Long Period Trams,TL= 12 Figure 22-15 Ev=0.25p5D 5ht: WA 1 INNOVATIVE 1 29970 Technology Drive, Suite 108 Date. -- IS[ STRUCTURAL Murrieta, CA 92563 #: -- 1 ENGINEERING (951)600-0032, (951)600-0036.Fax A : -- Wind,Loads-ASCE 7-05-Allowable Stress Deslgn-Rigid 5tructure,f>1.0 Hz Structure Period,T= 0.20 f=1/T= 5.00 Hz >1 Hz..... OKI Basic Wind Speed (30-Gust),V= 120 mph Figure 6-1 Building Occupancy Category= II Table 1-1 Wind Importance Factor, Iw= 1.00 Table 6-1 Exposure Category= B Section 6.5.6 Mean Roof Height, h = 16.5 ft Building Length, L= 56.67 ft Figure 6-6 Building Width, B= 21 ft Figure 6-6 L = 2.70 Figure 6-6 h/L= 0.29 Figure 6-6 Roof Pitch = 4.5 :12, 0 = 20.6 degrees Topographic Factor, Kn- 1.00 Section 6.5.7&Figure 6-4 Velocity Pressure Exposure Coeff., Kh= 0.62 Section 6.5.6.6&Table 6-3 Directionality Factor, Kd= 0.85 Section 6.5.4.4&Table 6-4 Gust Effect Factor,G= 0.85 Section 6.5.8.1 Enclosure Classification = Enclosed Section 6.5.9 Roof Velocity Pressure,c�,&qz= 19.43 psf a=0.00256 KhK KdV`le,Sect 6.5.10 Main Force Resisting System -Design Wind Pressure-5ection 6.5.122-1 (Rigid) External Coefficients=Cp- Figure 6-6 Section 6.5.12.2.1, P=qGG,-21GC Internal Coefficient=Gcpi - Figure 6-5 + Internal - Internal 1 Windward Wall Pressure, P=ol,G*(Cp= 0.80 ) - qz*(GGi = 0.18 ) = 9.71 & 16.71 psf 2 Leeward Wall Fressure, F=q},G*(C,= -0.27 ) - cl,*(GCI = 0.18 ) _ -7.87 & -0:88 psf 3 Windward Roof Freeoure, F =oi,G*(C,=. 0.18 ) - 0y*(60= 0.18 ) _ -0.52 & 6.47 psf F=CyG*(Cn= -0.31 ) - qr*(GCi= 0.18 ) _ -8.54 & -1.55 psf ® Leeward Roof Fressure, P=ol,G*(C,= -0.60 ) - c,*(GCi= 0.18 ) _ -13.40 & -6.41 psf y hr=1 16.5 Ift x h =1 9.0 ft �+ 4 03 1-5tory Design 5tri If(X-Direction) Windward Wall, Fl*h/2= 75 plf hr EF* Wall, P2*h/2= -35 plf h 1 2 Windward Koof(Pos), F3*(hr-h) = 45 plf Roof Uplift Windward Roof(Neg),P3*(hr-h) _ -60 plf --> -85 plf Leeward Roof, F4*(hr-h) -94 1 plf 1 --> -133 plf Wind Design Strip(plf)**= 250 plf -218 plf 5ht: F 1 ateISINNOVATIVE 29970 Technology Drive, Suite 108 Pat-- STRUCTURAL [ STRUCTURAL Murrieta, CA 92563 #: -- 1 ENGINEERING (951)600-0032, (951)600-0036 Fax 0 -- Conventional.Foundation Ana[y5i5 Design Values: Allowable 5oll Bearing Pressure(pof) = 1500 Pad Design:As Needed F1 15 "5q.x 42 "Op. Pad Footing w/(4) #5 BOT. EA WAY Pmax= 2175 LB F2 27 "5q.x 42 " Pp. Pad Footing w/(5)#5 BOT. EA WAY Pmax= 4925 LB F3 36 "5q.x 14 " Pp. Pad Footing w/(5)#5 BOT. EA WAY Pmax= 11925 LB F4 42 "5q.x 12 " Pp. Pad Footing w/(6)#5 BOT. EA WAY Pmax= 16525 LB F5 45 "5q.x 141 Op. Pad Footing w/(7)#5 BOT. EA WAY Pmax= 21200 LB CREScheck Software Version 4.6.1 �J( Compliance Certificate Project Bunaes Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,195 ft2 Glazing Area 24%, Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: LOT 11, Reservoir Road Bunaes BLU HOMES Fishers Island, New York 06390 LOT 11, Reservoir Road 1245 NIMITZ AVE. Fishers Island, New York 06390 MARE ISLAND VALLEJO 94592 Compliance: Passes using UA trade-off Compliance: 14.2%Better Than Code Maximum UA: 344 Your UA: 295 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall 1: Wood Frame, 16"o.c. 690 19.0 5.0 0.045 25 Window 1: Wood Frame:Double Pane with Low-E 95 0.290 28 Door 1: Glass 37 0.280 10 Wall 2:Wood Frame, 16" o.c. 690 19.0 5.0 0.045 16 Window 2: Wood Frame:Double Pane with Low-E 26 0.290 8 Door 3: Glass 309 0.280 87 Wall 3: Wood Frame, 16" o.c. 315 19.0 5.0 0.045 14 Window 3: Wood Frame:Single Pane 7 0.290 2 Wall 4: Wood Frame, 16"o.c. 315 19.0 5.0 0.045 13 Door 4: Solid 21 0.140 3 Ceiling 1: Structural Insulated Panels (SIPS) 1,340 38.0 0.028 38 Floor 4:All-Wood Joist/Truss:Over Unconditioned Space 1,340 25.0 0.0 0.038 51 Project Title: Bunaes Report date: 05/20/15 Data filename: V:\-- Engineering Secure\-- Projects\Bunaes-BH000211-Element\10-Plans-Documents\03- Page 1 of 7 Approvals\01-Consultant Docs-internal Calcs\ResCheck\Bunaes.rxl Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Bunaes Report date: 05/20/15 Data filename: V:\-- Engineering Secure\-- Projects\Bunaes-BH000211-Element\10-Plans-Documents\03- Page 2 of 7 Approvals\01-Consultant Docs-internal Calcs\ResCheck\Bunaes.rxl REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 40.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # ` Pre-Inspection/Plan Review .Value Value Complies? Comments/Assumptions 6c Req'JD 103.2 Construction drawings and i j❑Complies Requirement will be met. [PR111 documentation sufficiently J❑Does Not jdemonstrates energy code + Location on plans/spec: ❑Not Observable compliance for the building ; Refer to Rescheck and wall envelope. I ![]Not Applicable ;section on G0.02 103.2, ;Construction drawings and 'r '❑Complies 403.7 'documentation sufficiently r $❑Does Not [PR3]1 'demonstrates energy code ;❑Not Observable compliance for lighting and mechanical systems. Systems i ❑Not Applicable (serving multiple dwelling units must demonstrate compliance with the commercial code. 1 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2r1Z sized per ACCA Manual S based Btu/hr Btu/hr !F-]Does Not on loads per ACCA Manual J or Cooling: raj other approved methods. Cooling: g: ❑Not Observable E ; Btu/hr Btu/hr :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bunaes Report date: 05/20/15 Data filename: V:\-- Engineering Secure\-- Projects\Bunaes-BH000211-Element\10-Plans-Documents\03- Page 3 of 7 Approvals\01-Consultant Docs-internal Calcs\ResCheck\Bunaes.rxl 2010 New York Foundation InspectionComplies? Comments/Assumptions Energy 7 T ' 303.2.1 Exposed foundation insulation '❑Complies ;Exception: Requirement is not applicable. [1701112 protection. �❑Does Not Location on plans/spec: Foundation Insulation is on the ❑Not Observable interior of the basement walls j !❑Not Applicable 403.8 Snow melt controls. :❑Complies [FO1212 !❑Does Not fib:) UNot Observable j❑Not Applicable j Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium,lmpact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bunaes Report date: 05/20/15 Data filename: V:\-- Engineering Secure\-- Projects\Bunaes-BH000211-Element\10-Plans-Documents\03- Page 4 of 7 Approvals\01-Consultant Docs-internal Calcs\ResCheck\Bunaes.rxi Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.4.4 ;Fenestration that is not site built '❑Complies !Requirement will be met. [FR20]1 is listed and labeled as meeting !❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable_ 1400 that do not exceed code f 3❑Not Applicable limits. a 402.4:5 IIC-rated recessed lighting fixtures, ❑Complies ;Exception: null. [FR16]? Isealed at housing/interior finish ❑Does Not �� and labeled to indicate&It;= 2.0 4 ❑Not Observable Location on plans/spec:All cfm leakage at 75 Pa. ;recessed lighting fixtures are ❑Not Applicable ;inside of the building f insulated envelope 403.2.2 1AII joints and seams of air ducts, {❑Complies [FR13]1 fair handlers,filter boxes, and p j❑Does Not (building cavities used as return (ducts are sealed. Not Observable MEJNot Applicable 403.23, Building cavities are not used as f ❑Complies [FR15]3'. ducts or plenums. ¢ . ;❑Does Not �❑Not Observable I J❑Not Applicable 403:3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to R-3. I ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]? pipes are insulated to R-2. ❑Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies ;Requirement will be met. IF-R-19]2 installed on all outdoor air IE]Does Not intakes and exhausts. ! (Location on plans/spec: (� 4 ❑Not Observable Refer to Mechanical Work I i i❑Not Applicable !notes on M120-3 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bunaes Report date: 05/20/15 Data filename: V:\-- Engineering Secure\-- Projects\Bunaes-BH000211-Element\10-Plans-Documents\03- Page 5 of 7 Approvals\01-Consultant Docs-internal Calcs\ResCheck\Bunaes.rxl 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 !All installed insulation labeled or ;❑Complies Requirement will be met. (IN13]2 installed R-values provided. ❑Does Not . } ❑Not Observable i ;❑Not Applicable PPi Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bunaes Report date: 05/20/15 Data filename: V:\-- Engineering Secure\-- Projects\Bunaes-BH000211-Element\10-Plans-Documents\03- Page 6 of 7 Approvals\01-Consultant Docs-internal Calcs\ResCheck\Bunaes.rxl Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. 402.4.2.1 (verified by blower door test result! ❑Does Not [FI17]1 of&It;7 ACH at 50 Pa.This ;Location on plans/spec: !requirement may instead be met ❑Not Observable Refer to General Mechanical !via visual inspection, in which ❑Not Applicable ;Notes on G0.01 case verification may need to {occur during Insulation Inspection. 403.2.2 !Duct tightness via post- cfm cfm ❑Complies [FI4]1 (construction with maximum Z❑Does Not { I leakage of 8 cfm to outdoors, or j 12 cfm across systems. For ;❑Not Observable !rough-in tests, verification may ;❑Not Applicable need to occur during Framing IInspection,with maximum ; leakage of 6 cfm across systems !and 4 cfm without air handler. 403.1.1 i Programmable thermostats ; ❑Complies [17I9]2 installed on forced air furnaces. i ❑Does Not l�J i ❑Not Observable ❑Not Applicable 403'.1.2 Heat pump thermostat installed f ❑Complies tFI10]2on heat pumps. ❑Does Not V ' ❑Not Observable i ❑Not Applicable 403.4 Circulating service hot water ❑Complies [Fl11]2 systems have automatic or I❑Does Not accessible manual controls. ; ❑Not Observable f I ❑Not Applicable r 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. [EI7]2 ❑Does Not (6 ❑Not Observable :Location on plans/spec: i Refer to Rescheck and wall ❑Not Applicable section on G0.02 303.3 Manufacturer manuals for ❑Complies [1=I18]3' mechanical and water heating 9 ❑Does Not equipment have been provided. f ❑Not Observable . ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bunaes Report date: 05/20/15 Data filename: V:\-- Engineering Secure\-- Projects\Bunaes-BH000211-Element\10-Plans-Documents\03- Page 7 of 7 Approvals\01-Consultant Docs-internal Calcs\ResCheck\Bunaes.rxl 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation . Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 25.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating Window 0.29 Door 0.28 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments Residential Water Demand PROJECT NAME: BLU Homes Bunaes Residence PROJECT NUMBER: 2015153.00 CALCULATED BY: MRJ DATE: 5/15/2015 FIXTURE INPUTS FIXTURES & GPM'S DEMAND TIMES ALL WATER HOT WATER TEMPERATURE FIXTURES (BOOSTER) NUMBER TOTAL HOT ON FIXTURES FIXTURE OF TOTAL WATER WATER TOTAL DURING OPERATING FLOW Other start MINUTES FIXTURE WATER REQUIRED DEMAND COLD NUMBER EACH IN A 10 RATE On for Point PER FLOW DEMAND IN FOR 10 MIN FOR 10 WATER HOT WATER MIXED WATER OF DEMAND MINUTE (EACH) 7am On for 4pm On for 8pm EXCEPT: DEMAND RATE ONE DAY. PERIOD MINUTE INLET STORAGE OUTLET FIXTURE FIXTURES PERIOD PERIOD (GPM) Y/N Y/N Y/N 12:00 AM PERIOD (GPM) (Gallon) (Gallon) (Gallon) (DEGREE F) (DEGREE F) (DEGREE F) MASTER BATHROOM SHOWER-2.5 GPM HEAD 1 1 1 2.5 Y 0:10 2.5 25 25 15.6 50 140 106 MASTER BATHROOM SHOWER-8 GPM HEAD 8 0:10 0 0 0 0.0 MASTER BATHROOM SHOWER-12 GPM HEAD 12 0:10 0 0 0 0.0 GENERAL NOTE DEMAND PERIOD MUST BE ENTERED AS MASTER BATHROOM SHOWER-15 GPM HEAD 15 0:10 0 0 0 0.0 TIME.EXAMPLE:30 MINUTES SHOULD BE MASTER BATHROOM SHOWER BODY BARS 5 0:10 0 0 0 0.0 ENTERED AS 12:30 AM.MAX DEMAND PERIOD IS 59 MIN. MASTER BATHROOM WHIRLPOOL TUB(80 GAL) 5 0:16 0 0 0 0.0 MASTER BATHROOM LAVS 1 0 0 2 0:04 0 0 0 0.0 BATHTUBS/SHOWER COMBINATION 5 0:10 0 0 0 0.0 SHOWER STALL ONLY-NO TUB 1 1 1 2.5 1 Y 0:10 2.5 25 25 15.6 BATHROOM SINK 1 0 0 2 0:02 0 0 0 0.0 WATERCLOSET 2 0 0 1.6 0:02 0 0 0 0.0 DISHWASHER-RESIDENTIAL TYPE 1 1 0 1.4 Y 0:15 1.4 21 0 0.0 DISHWASHER-COMMERCIAL TYPE 3 0:15 0 0 0 0.0 KITCHEN SINK-TWO BOWL 2.5 0:05 0 0 0 0.0 KITCHEN SINK-ONE BOWL 1 0 0 2.5 0:05 0 0 0 0.0 LAUNDRY SINK 2 0:04 0 0 0 0.0 CLOTHES WASHER 1 1 0 5 Y 0:06 5 30 0 0.0 SERVICE SINK 2 0:05 0 0 0 0.0 FILTER BACKWASH 20 12:01 AM 0:15 0 0 0 0.0 SITE IRRIGATION 3:00 AM 0:59 0 0 0 0.0 0:00 0 0 0 0.0 Safety Factor of 10% 1.1 10.1 5.0. 3.1 TOTALS 12.5 111.1 55.0 34.2 MAX WATER USED IN 1 DAY= 111.1 MAX HOT WATER USED IN 1 HOUR(GAL)= 31.7 MAX HOT WATER USED IN 10 MIN(GAL)= 34.2 MOST DEMANDING HOUR(S)FOR HOT WATER 8:00 PM USAGE Consulting Engineering Services,Inc. 811 Middle St. Middletown,CT 06457 (860)632-1682 1 of 2 WATER USAGE,CALCULATIONS SUMMARY OF WATER REQUIREMENTS IWELLINPUT MAXIMUM WATER REQUIREMENTS FOR ONE DAY WITHOUT IRRAGATION _0.0 GALLONS WELL YIELD 0 DAILY IRRAGATION WATER USAGE _ 0 GALLONS NUMBER OF WELLS WATER TANK SIZE: ITOTAL WATER IN ONE HOUR FROM WELLS 0 GALLONS TOTAL WATER YIELD FROM WELL DURING #DIV10!' IRRIGATION Water Tank Level Vs Time 1 - 1 1 1 c 1 0 1 0 0 0 0 0' 6:00 7:00 8:00 9:00 10:00 11:00 12:00 1:00 2:00 3:00 4:00 5:00, 6:00 7:00 8:00 9:00 10:00 11:00 12:00 1:00 2:00 3:00 4:00 5:00 AM AM AM AM AM AM PM PM PM PM PM PM PM PM PM PM PM PM AM AM AM AM AM AM Time HOT WATER HEATER SELECTION Minimum Number of Water Heaters Required to meet demand. To reduce required boiler Cap,add water heaters. NUMBER WATER NUMBER MAXIMUM 1ST HOUR HTRS TO OF WATER LISTED MBH FLOW WATER HEATER MEET 10 HEATERS BOILER INPUT PER GALLONS STORAGE MIN TO MEET OUTPUT MANUFAC CONTIN. CONTIN. PEAK FLOW PER WATER HEATER TEMPERATURE PEAK ONE HOUR HIGHEST AVAILABLE AT 180-F, HOT WATER HEATER SELECTION FLOW GPH FLOW GPM GAU10 MIN HOUR CAPACITY GALLON (DEGREE F) FLOW DEMAND VALUE (MBH) 90`F RISE RINNAI _RU981 "' 266.7 4.4 45.2444444 267.5 Illllil 140 1 1 1 200 150 Consulting Engineering Services,Inc. 811 Middle St. Middletown,CT 06457 (860)632-1682 2of2 LENN7X INSTALLATION O ©2010 Lennox Industrie®Inc. INSTRUCTIONS Dallas,Texas,USA Elite® Series XC16 Units -- AIR CONDITIONERTechnical 506637-01 Publications 11/10 Litho U.S.A. _- Supersedes 506101-01 -A TABLE OF CONTENTS General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Shipping and Packing List 1 -- Unit Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Model Number Identification 2 RETAIN THESE INSTRUCTIONS Unit Parts Arrangement . . . . . . . . . . . . . . . . . . . . . . . . 3 FOR FUTURE REFERENCE Operating Gauge Set and Service Valves . . . . . . . . . 4 These instructions are intended as a general guide and do Recovering Refrigerant from Existing System . . . . . 6 not supersede local codes in any way. Consult authorities Unit Placement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 having jurisdiction before installation. Removing and Installing Panels . . . . . . . . . . . . . . . . . 9 A WARNING New or Replacement Line Set . . . : : : : : : : : : : : : : : : . 10 Brazing Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Improper installation, adjustment, alteration, service • Flushing Line Set and Indoor Coil . . . . . . . . . . . . . . . . 15 maintenance , . •_ •nal injury, loss of _ • Installing Indoor Metering Device . . . . . . . . . . . . . . . . 16 damage o property. Leak Test Line Set and Indoor Coil . . . . . . . . . . . . . . . 17 Installation • service must •_ performed • Evacuating Line Set and Indoor Coil . . . . . . . . . . . . . 18 professional install-r(or -• or agenc Electrical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Servicing Units Delivered Void of Charge . . . . . . . . . 21 A IMPORTANT Unit Start-Up . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 System Refrigerant . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 The Clean Air Act of 1990 bans the intentional venting . System Operation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 refrigerant and of •• Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 Approved methods of - • -ry, recycling or - • Checklist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 leviedmust be Fines and/or incarceration may b General A IMPORTANT The XC16 Air Conditioners,which will also be referred to in this instruction as the outdoor unit, uses HFC-410A This unit must •_ matched with an indoor • as •_ refrigerant. This outdoor unit must be installed with a _, in LennoxXC16 , Handbook. • • _ matching indoor unit and line set as outlined in the Lennox viously _• mus •_ flushed. XC16 Engineering Handbook. XC16 Air Conditioners are designed for use in thermal expansion valve (TXV) NOTICE TO INSTALLER systems. NOTE - The XC16 outdoor unit is rated for 230V UNIT PLACEMENT applications only. A hard-start kit is required for applications where the supply voltage is less than 230V. It is critical for proper unit operation to place outdoor unit on an elevated surface as described in Unit Placement section on page 7. Shipping and PackingList BRAZING LINE SET TO SERVICE VALVES Check the unit for shipping damage and listed times below are intact. If damaged, or if parts are missing, immediately It is imperative to follow the brazing technique illustrated starting on contact the last shipping carrier. page 12 to avoid damaging the service valve's internal seals. 1 —Assembled outdoor unit. 11/10 506637-01 1111111111111111111111111111111111111111 Page 1 111111111III1111111111111111111111111IN1111111111111111111 -.Unit Dimensions - inches (mm) o a 0 0 o a ono 0 o a LIQUID LINE aaa000 0 0 0 o a a CONNECTION aaaoaa aaaaaa a0000a �,2/➢ 00000a an000a 0 0 0 0 0 ELECTRICAL INLETS 0 0 0 0 0 A a a o 0 0 a O a a a a o c o 0 o SUCTION LINE aa000 0 0 0 0 o CONNECTION oaooaa as aaa a o 0 o a o aoaaaa aaaaaa a a a a a a a a a o a a a a a a4-1/2" 4-3/4" (108)iw__ (121) B SIDE VIEW TOP VIEW UNIT SUPPORT FEET\ Q D (D 0 0 K TF11 G H XC14-024 TO -060 BASE WITH ELONGATED LEGS Model Number A B C D E F G H J K XC16-024-230 39(991) XC16-036-230 45(1143) 30-1/2(775) 35(889) 13-7/8(352) 7-3/4(197) 3-1/4(83) 27-1/8(689) 3-5/8(92) 4-1/2(114) 20-5/8(524) XC16-048-230 39(991) XC16-060-230 39(991) 35-1/2(902) 39-3/8(1001) 16-7/8(429) 8-3/4(222) 3-1/8(79) 30-3/4(781) 4-5/8(117) 3-3/4(95) 1 26-7/8(683) Model Number Identification X C 16 XXX 230 03 Refrigerant Type L� Minor Revision Number X=R-41 OA Voltage 230=208/23OV-1 ph-60hz Unit Type C=Air Conditioner — Nominal Cooling Capacity 024=2 tons 036=3 tons 048=4 tons Series 060=5 tons Page 2 506637-0111/10 Typical-Unit Parts Arrangement CONTROL PANEL o 0 SINGLE POLE CONTACTOR(K1) 0 0 i e O GROUND LUG DUAL RUN CAPACITOR (C12) m Lo O COMPRESSOR i 0 COMPRESSOR HARNESS .CRANKCASE THERMOSTAT (S40)-048 AND HIGH PRESSURE 060 UNITS ONLY SWITCH(MANUAL o RESET)(S4) LIQUID LINE FILTER DRIER(SINGLE FLOW) LOW PRESSURE SWITCH(S87) LIQUID LINE SERVICE SUCTION LINE VALVE SERVICE VALVE FIELD CONNECTION FIELD CONNECTION FOR SUCTION LINE FOR LIQUID LINE SET PLUMBING AND SWITCHES COMPONENTS Figure 1. Typical Parts Arrangements Page 3 XC16 SERIES AWARNING A IMPORTANT he . . . . fittedwrench should be used and appropri accordance with national and local ..- . . cap before s. _ present componentsat all Table 1. Torque Requirements Line voltag- not operation on Parts Recommended Torque single-pole • •rs. Disconnect all Service valve cap 8 ft.-Ib. 11 NM remotepower suppliesbefore opening access panel. Unit may have Sheet metal screws 16 in.-Ib. 2 NM multiple power su•. - Machine screws#10 28 in.-Ib_ 3 NM A CAUTION Compressor bolts 90 in.-Ib. 10 NM F_ Gauge port seal cap 8 ft.-Ib. 11 NM contactPhysical applying excessive force or edges id motion corners a result USING MANIFOLD GAUGE SET personal Be _ • • caution• When checking the system charge, only use a manifold working near these areas during installation o while gauge set that features low loss anti-blow back fittings. servicing this equipment. Manifold gauge set used with HFC-410A refrigerant systems must be capable of handling the higher system Operating Gauge Set and Service Valves operating pressures. The gauges should be rated for use These instructions are intended as a general guide and do with pressures of 0 -800 psig on the high side and a low not supersede local codes in any way. Consult authorities side of 30" vacuum to 250 psig with dampened speed to who have jurisdiction before installation. 500 psi. Gauge hoses must be rated for use at up to 800 TORQUE REQUIREMENTS psig of pressure with a 4000 psig burst rating. When servicing or repairing heating, ventilating, and air OPERATING SERVICE VALVES conditioning components, ensure the fasteners are The liquid and vapor line service valves are used for appropriately tightened. Table 1 lists torque values for removing refrigerant, flushing, leak testing, evacuating, fasteners. checking charge and charging. A IMPORTANTEach valve is equipped with a service port which has a factory-installed valve stem. Figure 2 provides information Only _ Allen wrenches of _ 1. on how to access and operating both angle and ball service Rockwellarnessnsertvalves. wrench • the valve stem recess. Service valve stems are factory-torqued .m 9 ft-lbs for ft-lbssmall valves, to 25 . .- . preven refrigerant loss during shipping and handling. Using a Allen wrench rated at less than 50Rc risks rounding 0) breaking off the wrench, or •• • the valve stem #C-08- for further details and information. Page 4 506637-01 11/10 Operating Angle Type Service Valve: 1. Remove stem cap with an appropriately sized wrench. 2. Use a service wrench with a hex-head extension(3/16"for liquid line valve sizes and 5/16"for vapor line valve sizes)to back the stem out counterclockwise as far as it will go. /SERVICE PORT CAP SERVICE PORT CORE (VALVE STEM SHOWN TO INDOOR CLOSED)INSERT HEX UNIT (VALVE STEM SHOWN OPEN) WRENCH HERE INSERT HEX WRENCH HERE SERVICE PORT STEM CAP CORE TO OUTDOOR UNIT ANGLE-TYPE SERVICE VALVE ANGLE-TYPE SERVICE VALVE (BACK-SEATED OPENED) (FRONT-SEATED CLOSED) When service valve is OPEN,the service port is WHEN SERVICE VALVE IS CLOSED,THE SERVICE PORT IS OPEN open to IinE set,Indoor and Outdoor unit. TO THE LINE SET AND INDOOR UNIT. Operating Ball Type Service Valve: To Access Service Port: A service port cap protects the service port core from contamination and 1. Remove stem cap with an appropriately sized wrench. serves as the primary leak seal. 2. Use an appropriately sized wrenched to open.To open valve, 1. Remove service port cap with an appropriately sized wrench. rotate stem counterclockwise 90°. To close rotate stem clockwise 90°. 2. Connect gauge set to service port. 3. When testing is completed, replace service port cap and tighten as TO INDOOR UNIT follows: • With torque wrench: Finger tighten and 1/6 TURN torque cap per table 1. 11 2 i • Without torque wrench:Finger tighten and 10 TO OPEN ROTATE STEM BALL(SHOWN use an appropriately sized wrench to tum 9 COUNTERCLOCKWISE 90°. CLOSED) an additional 1/6 tum clockwise. 8 TO CLOSE ROTATE STEM VALVE 7 6 S CLOCKWISE 90°. -\ STEM Reinstall Stem Cap: Stem cap protects the valve stem from damage and serves as the SERVICE PORT �� primary seal.Replace the stem cap and tighten as follows: 1/12 TURN SERVICE CPORT ORE \ • With Torque Wrench:Finger tighten and -\/ SERVICE PORT then torque cap per table 1. 11 2 1 CAP • Without Torque Wrench:Finger tight- 1 Q 2 an and use an appropriately sized 9 3 TO OUTDOOR STEM CAP wrench to tum an additional 1/12 tum 8 4 UNIT clockwise. 7 6 5 NOTE—A label with specific torque requirements may be affixed to the stem cap.If the label is present,use the specified torque. Figure 2. Angle and Ball Service Valves Page 5 XC16 SERIES Recovering Refrigerant from Existing System REFRIGERANT FROM SYSTEM 1DISCONNECT POWER CONNECT MANIFOLD GAUGE SET Disconnect all power to the existing outdoor unit at the disconnect 2 Connect a gauge set,clean recovery cylinder and a recovery switch or main fuse box/breaker panel. machine to the service ports of the existing unit. Use the instructions provided with the recovery machine to make the connections. MAIN FUSE BOX/BREAKER PANEL MAIN FUSE MANIFOLD GAUGES BOXBREAKER PANEL RECOVERY MACHINE DISCONNECT \, LOW HIGH SWITCH O G O CLEAN RECOVERY OUTDOOR UNIT CYLINDER 3RECOVERING REFRIGERANT Remove existing HCFC-22 refrigerant using one of the following procedures: IMPORTANT—Some system configurations may contain higher than normal refrigerant charge due to either large internal coil volumes, and/or long line sets. METHOD 1: Us this method if the existing outdoor unit is not equipped with shut-off valves,or if the unit is not operational and you plan to use the existing HCFC-22 to flush the system. Remove all HCFC-22 refrigerant from the existing system.Check gauges after shutdown to confirm that the entire system is completely void of refrigerant. METHOD 2: Use this method if the existing outdoor unit is equipped with manual shut-off valves,and you plan to use new HCFC-22 refrigerant to flush the system. The following devices could prevent full system charge recovery into the outdoor unit: • Outdoor unit's high or low-pressure switches(if applicable)when tripped can cycle the compressor OFF. • Compressor can stop pumping due to tripped internal pressure relief valve. • Compressor has internal vacuum protection that is designed to unload the scrolls(compressor stops pumping)when the pressure ratio meets a certain value or when the suction pressure is as high as 20 psig.(Compressor suction pressures should never be allowed to go into a vacuum. Prolonged operation at low suction pressures will result in overheating of the scrolls and permanent damage to the scroll tips,drive bearings and internal seals.) Once the compressor can not pump down to a lower pressure due to one of the above system conditions,shut off the vapor valve.Tum OFF the main power to unit and use a recovery machine to recover any refrigerant left in the indoor coil and line set. Perform the following task: A Start the existing HCFC-22 system in the cooling mode and close the liquid line valve. B Use the compressor to pump as much of the existing HCFC-22 refrigerant into the outdoor unit until the outdoor system is full.Tum the outdoor unit main power OFF and use a recovery machine to remove the remaining refrigerant from the system. NOTE—It may be necessary to bypass the low pressure switches(if equipped)to ensure complete refrigerant evacuation. C When the low side system pressures reach 0 psig,close the vapor line valve. D Check gauges after shutdown to confirm that the valves are not allowing refrigerant to flow back into the low side of the system. Page 6 506637-01 11/10 CLEARANCE ON ALL SIDES— INCHES (MILLIMETERS) 6(152)- ACCESS (152)- ACCESS PANEL NOTES: MINIMUM CLEARANCE Clearance to one of the other three ABOVE UNIT 30 762 I sides must be 36 inches(914mm). 12(305) ( ) • Clearance to one of the remaining two sides may be 12 inches (305mm)and the final side may be --^— 6 inches(152mm). LINE SET 48(1219) 36( 14)._ CONNECTIONS IF MINIMUM CLEARANCE BETWEEN o TWO UNITS o00 ei o i= Figure 3. Installation Clearances PLACING UNIT ON SLAB New.Outdoor Unit Placement: When installing unit at grade level, the top of the slab should be high enough above grade so that water from higher ground will not collect around the unit. The slab A CAUTION should have a slope tolerance as described in figure 4, detail B. In order t• avoid - proper precaution whe NOTE— If necessary for stability, anchor unit to slab as lifting heavy objects. — described in figure 4, detail D. See Unit Dimensions on page 3 for sizing mounting slab, ELEVATING THE UNIT platforms or supports. Refer to figure 3 for mandatory Units are outfitted with elongated support feet as illustrated installation clearance requirements. in figure 4, detail C. POSITIONING CONSIDERATIONS If additional elevation is necessary, raise the unit by Consider the following when positioning the unit: extending the height of the unit support feet. This may be achieved by using a 2 inch (50.8mm)Schedule 40 female • Some localities are adopting sound ordinances based threaded adapter. on the unit's sound level registered from the adjacent The specified coupling will fit snuggly into the recessed property, not from the installation property. Install the portion of the feet. Use additional 2 inch (50.8mm) unit as far as possible from the property line. Schedule 40 male threaded adaptors which can be threaded into the female threaded adaptors to make • When possible, do not install the unit directly outside additional adjustments to the level of the unit. a window. Glass has a very high level of sound NOTE—Keep the height of extenders short enough to transmission. For proper placement of unit in relation ensure a sturdy installation. If it is necessary to extend to a window see the provided illustration in figure 4, further, consider a different type of field-fabricated detail A. framework that is sturdy enough for greater heights. Page 7 XC16 SERIES DETAIL A—Outside Unit Placement DETAIL B— slab Mounting at Ground Level Install unit away from windows. Install unit level or,if on a slope,maintain slope tolerance of two(2) degrees(or two inches per five feet[50 mm per 1.5 m])away from building structure. � o BUILDING STRUCTURE MOUNTING /SLAB TWO 90°ELBOWS INSTALLED IN LINE SET WILL GROUND LEVEL LT REDUCE LINE SET VIBRATION. DETAIL C—Elevated Slab Mounting STABILIZING UNIT ON UNEVEN SURFACES using Feet Extenders D ETAI L D—Slab Side Mounting I #10 1/2"LONG SELF-DRILLING O SHEET METAL SCREWS COIL • O STABILIZING BRACKET(18 GAUGE METAL-2"WIDTH;HEIGHT AS \ BASE PAN •O REQUIRED) 1 Q #.10 1-1/4"LONG HEX HD SCREW AND FLAT WASHER CORNER POST Concrete slab—use two plastic anchors(hole P BASE drill 1/4") Wood or plastic slab—no plastic anchor(hole drill 1/8") 1 D ETAI L E —Deck Top Mounting Stabilizing bracket(18 gauge metal —2"(50.8mm)width;height as required);bend to form LEG DETAIL right angle as exampled below. MINIMUM ONE 2"(50.8MM)SCH 40 PER SIDE \ FEMALE THREADED Ss ADAPTER 0 2"(50.8MM)SCH 40 MALE THREADED O o O ADAPTER SAME FASTENERS AS FOR EXTRA SLAB SIDE MOUNTING. STABILITY Use additional 2" SCH 40 male threaded adapters which can be threaded into the female threaded adapters to make additional adjustments to the level of One bracket per side(minimum).For extra stability,two brackets per side,two inches the unit. (51 mm)from each corner. IMPORTANT—To help stabilize an outdoor unit,some installations may require strapping the unit to the pad using brackets and anchors commonly available in the marketplace. Figure 4. Placement, Slab Mounting and Stabilizing Unit Page 8 506637-01 11/10 ROOF MOUNTING Removing and Installing .Panels Install the unit a minimum of 6 inches (152 mm)above the A IMPORTANT roof surface to avoid ice build-up around the unit. Locate the unit above a load bearing wall or area of the roof that D• not allowpanels • hang on unit by •• tab. Tab is for can adequately support the unit. Consult local codes for alignmentand not designed • support weightof panel. rooftop applications. A WARNING NOTICE ' prevent personal ' damage ' panels, or following: Roof �. g or servicing this unit, carefully This system contains both refrigerant and oil. Some removed panels out of the way. so that the panels will not rubber roofing material may absorb oil and cause the cause injury to personnel, nor cause damage to objects rubber to swell when it comes into contact with:oil. The or structures nearby, nor will the panels be subjected to rubber will then bubble and could cause leaks. Protect damage (e.g., being bent or scratched). the roof surface to avoid exposure to refrigerant and oil While handling or stowing the panels, consider any during service and installation. Failure to follow this weather conditions, especially windy conditions, tha� notice could result in damage to roof surface. may cause panels to be blown around and battered. LOUVERED PANEL REMOVAL IMPORTANTI DO NOTALLOWPANELS TO HANG ON UNITBY TOP TAB.TAB IS FOR ALIGNMENT AND NOT DESIGNED TO SUPPORT WEIGHT OF PANEL. Remove the louvered panels as follows: PANEL SHOWN SLIGHTLY ROTATED TO ALLOW TOP TAB TO EXIT(OR 1. Remove two screws,allowing the panel to swing open slightly. ENTER)TOP SLOT FOR REMOVING(OR INSTALLING)PANEL. 2. Hold the panel firmly throughout this procedure. Rotate bottom corner of panel away from hinged comer post until lower three tabs clear the slots as illustrated in detail B. SCREW m5 3. Move panel down until lip of upper tab clears the top slot in corner post as HOLES illustrated in detail A. LIP i II J LOUVERED PANEL INSTALLATION Position the panel almost parallel with the unit as illustrated in detail D with the screw side as close to the unit as possible.Then,in a continuous motion: ma I 1. Slightly rotate and guide the lip of top tab inward as illustrated in detail A and DETAIL A C;then upward into the top slot of the hinge corner post. m I 2. Rotate panel to vertical to fully engage all tabs. 3. Holding the panel's hinged side firmly in place,close the right-hand side of I ° the panel,aligning the screw holes. DETAIL B 4. When panel is correctly positioned and aligned, insert the screws and tighten. ` i m; Detail C MAINTAIN MINIMUM PANEL ANGLE(AS CLOSE TO PARALLEL ROTATE IN THIS DIRECTION; WITH THE UNIT AS POSSIBLE)WHILE INSTALLING PANEL. THEN DOWN TO REMOVE HOLD DOOR FIRMLY TO THE HINGED PANEL ANGLE MAY BE TOOSIDE TO MAINTAIN EXTREME FULLY-ENGAGED TABS \� PREFERRED ANGLE FOR INSTALLATION O� O� O Figure 5. Removing and Installing Panels Page 9 XC16 SERIES New or ftiplaCement Line Set" __- Field refrigerant piping consists of liquid and vapor lines from the outdoor unit to the indoor unit coil (braze REFRIGERANT LINE SET connections). Use Lennox L15 (sweat, non-flare) series line set,or field-fabricated refrigerant line sizes as listed in This section provides information on installation or table 2. replacement of existing line set. If new or replacement line NOTE— When installing refrigerant lines longer than 50 set is not being installed then proceed to Brazing feet, see the Lennox Refrigerant Piping Design and Connections on page 12. Fabrication Guidelines, CORP. 9351-L9, or contact Lennox Technical Support Product Applications for A IMPORTANT assistance. Lennox •hly recommends changing line set when To obtain the correct information from Lennox, be sure to converting • system fromto communicate the following information: HFC-410A If that is • possible • the line set is the IModel (XC16) and size of unit(e.g. -036). proper size as reference in table 2, use the procedure • outlined •' • the Systemon page Line set diameters for the unit being installed as listed in table 2 and total length of installation. If refrigerant lines are routed through a wall, then seal and Number of elbows vertical rise or drop in the piping. isolate the opening so vibration is not transmitted to the building. Pay close attention to line set isolation during The compressor is charged with sufficient Polyol ester oil installation of any HVAC system. When properly isolated for line set lengths up to 50 feet. Recommend adding oil to from building structures (walls, ceilings. floors), the system based on the amount of refrigerant charge in the refrigerant lines will not create unnecessary vibration and system. No need to add oil in system with 20 pounds of subsequent sounds. See figure 6 for recommended refrigerant or less. For systems over 20 pounds-add one installation practices. Also, consider the following when ounce of every five pounds of refrigerant. placing and installing a high-efficiency outdoor unit. Recommended topping-off POE oils are Mobil EAL Liquid lines that meter the refrigerant, such as RFC1 liquid ARCTIC 22 CC or ICI EMKARATE- RL32CF. lines, must not be used in this application. Existing line set A IMPORTANT of proper size as listed in table 2 may be reused. If system was previously charged with HCFC-22 refrigerant, then existing line set must be flushed (see Flushing Line Set ' ' compatiblet ' �' ' - ' with HFC-410A If ' and Indoor Coil on page15). '- added, Table 2. Refrigerant Line Set—Inches (mm) Model Field Connections Recommended Line Set Liquid Line Suction Line Liquid Line Suction Line L15 Line Set XC16-024-230 3/8"(10 mm) 3/4"(19 mm) 3/8"(10 mm) 3/4"(19 mm) L15-41—15 ft.-50 ft.(4.6 m-15 m) XC16-036-230 XC16-048-230 3/8"(10 mm) 7/8"(22 mm) 3/8"(10 mm) 7/8"(22 mm) L15-65—15 ft.-50 ft.(4.6 m-15 m) XC16-060-230 3/8"(10 mm) 1-1/8"(29 mm) 3/8"(10 mm) 1-1/8"(29 mm) Field Fabricated NOTE—Some applications may required a field provided 7/8"to 1-1/8"adapter Page 10 506637-01 11/10 Line Set Isolation—The following illustrations are examples of proper refrigerant line set isolation: REFRIGERANT LINE SET—TRANSITION REFRIGERANT LINE SET— INSTALLING FROM VERTICAL TO HORIZONTAL VERTICAL RUNS (NEW CONSTRUCTION SHOWN) NOTE—Insulate liquid line when it is routed through areas where the surrounding ambient temperature could become higher than the ANCHORED HEAVY NYLON temperatureof the liquid line or when pressure drop is equal to or greater WIRE TIE OR AUTOMOTIVE AUTOMOTIVE than 20 psig. MUFFLER-TYPE HANGER MUFFLER-TYPE HANGER \ OUTSIDE WALL VAPOR LINE LIQUID LINE \ �t WALL y STUD WIRE TIE INSIDE WALL STRAP STRAP LIQUID LINE TO WOOD BLOCK NON-CORROSIVE \ �I VAPOR LINE BETWEEN STUDS \ METAL SLEEVE WIRE TIE \LIQUID LINE NON-CORROSIVE METAL SLEEVE WOOD BLOCK VAPOR LINE-WRAPPED WIRE TIE IN ARMAFLEX STRAP REFRIGERANT LINE SET—INSTALLING I HORIZONTAL RUNS SLEEVE To hang line set from joist or rafter,use either metal strapping material or anchored heavy nylon wire ties. WIRE TIE(AROUND VAPOR LINE ONLY) VAPOR LINE WRAPPED WITH ARMAFLEX 8 FEET(2.43 METERS) OUTSIDE STRAPPING I �? WALL MATERIAL(AROUND LIQUID � / VAPOR LINE ONLY) LINE FLOOR JOIST OR \ ROOF RAFTER TAPE OR / I WIRE TIE '? 8 FEET(2.43 METERS) r PVC \CAULK NON-CORROSIVE PIPE METAL SLEEVE FIBERGLASS \ INSULATION TAPE OR STRAP THE VAPOR LINE TO THE JOIST WIRE TIE OR RAFTER AT 8 FEET(2.43 METERS) INTERVALS THEN STRAP THE LIQUID NOTE—Similar installation practices should be used if line set is LINE TO THE VAPOR LINE. to be installed on exterior of outside wall. FLOOR JOIST OR - ROOF RAFTER -� Figure 6. Line Set Installation Page 11 XC16 SERIES • • - Connect gauge set low pressure side to vapor line service valve and repeat procedure starting at paragraph 4 for brazing the liquid line to service port valve. Polyol Ester (POE) oils used with HFC-410A refrigerant absorb moisture very quickly. It is very important that the refrigerant system be kept closed ' A amuch as possible. DO NOT remove line set caps ofervice valve stub caps until you are ready to make Allow braze joint to cool before removing the wet rag c nections. from the service valve. Temperatures above 250 F can damage valve seals. Danger of fire. Bleeding the refrigerant charge from only the high side may result Use silver alloy brazing rods with 5% minimum silver in pressurization of the low sideshell and alloy for copper-to-copper brazing. Use 45% minimum V suction tubing. Application of a brazing alloy for copper-to-brass and copper-to-steel brazing. torch to a pressurized system may result in ignition of the refrigerant and oil mixture - Check the high and low t ' pressures before applying heat. - Fire, Explosion and Personal Safety Hazard. 1 A ' Failure to follow this warning could When using a high pressure gas such as result in damage, personal injury or dry nitrogen to pressurize a refrigeration death. or air conditioning system, use a Never use oxygen to pressurize or regulator that can control the pressure purge refrigeration lines. Oxygen, down to 1 or 2 psig (6.9 to 13.8 kPa). V, when exposed to a spark or open flame, can cause fire and/or an ex- plosion, that could result in property damage, personal injury or death.. Brazing alloys and flux contain materials which are hazardous to your health. Avoid breathing vapors or fumes from brazing operations. Perform operations only in well-ventilated areas. Wear gloves and protective goggles or face shield to protect against burns. Wash hands with soap and water after handling brazing alloys and flux. M. 1 � 1 CUT AND DEBUR CAP AND CORE REMOVAL Cut ends of the refrigerant lines square(free from nicks or dents) 2 Remove service cap and core from and debur the ends.The pipe must remain round.Do not crimp end both the suction /vapor and liquid line of the line. service ports. CUT AND DEBUR �\� 0 ` SERVICE PORT SERVICE CAP PORT CORE LINE SET SIZE MATCHES SERVICE VALVE CONNECTION Fi'4r SERVICE VALVE SERVICE PORT CONNECTION CORE SERVICE COPPER TUBE \ PORT CAP STUB 0 1 LIQUID LINE SERVICE SUCTION/VAPOR LINE REDUCER VALVE SERVICE VALVE LINE SET SIZE IS SMALLER 110 NOT CRIMP SERVICE VALVE j THAN CONNECTION CONNECTOR WHEN PIPE IS MALLER THAN CONNECTION REFRIGERANT LINE 3 ATTACH THE MANIFOLD GAUGE SET FOR BRAZING LIQUID AND SUCTION /VAPOR LINE SERVICE VALVES Flow regulated nitrogen(at 1 to 2 psig)through the low-side refrigeration gauge set into the liquid line service port valve,and out of the suction/ vapor line service port valve. A Connect gauge set low pressure side to liquid line service valve(service port). /"\ USE REGULATOR TO FLOW B Connect gauge set center port to bottle of LOW HIGH NITROGEN AT 1 TO 2 PSIG. nitrogen with regulator. 0 / C Remove core from valve in suction/vapor line service port to allow nitrogen to escape. ATTACH GAUGES SUCTION/VAPOR SERVICE PORT MUST BE O OPEN TO ALLOW EXIT POINT FOR NITROGEN C SUCTION/ VAPOR LINE SERVICE VAPOR LINE VALVE INDOOR OUTDOOR UNIT UNIT NITROGEN LIQUID LINE LIQUID LINE SERVICEO WHEN BRAZING LINE SET TO VALVE SERVICE VALVES,POINT FLAME AWAY FROM SERVICE VALVE. Figure 7. Brazing Procedures Page 13 XC16 SERIES 4 WRAP SERVICE VALVES To help protect service valve seals during brazing,wrap water saturated cloths around service valve bodies and copper tube stubs.Use additional water saturated cloths underneath the valve body to protect the base paint. 5 FLOW NITROGEN Flow regulated nitrogen(at 1 to 2 psig)through the refrigeration gauge set into the valve stem port connection on the liquid service valve and out of the suction/vapor valve stem port.See steps 3A,313 and 3C on manifold gauge set connections 6 BRAZE LINE SET Wrap both service valves with water saturated cloths as illustrated here and as mentioned in step 4,before brazing to line set.Water saturated cloths must remain water saturated throughout the brazing and cool-down process. LIQUID LINE SERVICE VALVE WHEN BRAZING LINE SET TO SERVICE VALVES,POINT FLAME e AWAY FROM SERVICE VALVE. r \ IMPORTANT — Allow braze joint to cool. Apply e additional water saturated cloths to help cool brazed WATER SATURATED joint. Do not remove water saturated cloths until piping CLOTH has cooled. Temperatures above 250 F will damage valve seals. LIQUID LINE WARNING _ PROPERTY SUCTION/VAPOR LINE SERVICE VALVE A PERSONAL DAMAGE • •• not wrap a waiter saturated cloth around both liquid and suction line service valve bodies and copper tube stub while brazing in the line set!The braze, - complete, must be quenched with water to absorb any residual Do not open service valves until refrigerantand WHEN BRAZING LINE SET TO indoor • have been leak-t- -• and evacuated. SERVICE VALVES,POINT FLAME Refer to procedures provided in this supplement, / AWAY FROM SERVICE VALVE. 0 a 0 SUCTION/VAPOR LINE WATER SATURATED CLOTH 7 PREPARATION FOR NEXT STEP After all connections have been brazed,disconnect manifold gauge set from service ports.Apply additional water saturated cloths to both services valves to cool piping.Once piping is cool,remove all water saturated cloths. Refer to the unit installation instructions for the next step in preparing the unit. Figure 8. Brazing Procedures (continued) Page 14 506637-01 11/10 Flushing Line Set and Indoor Coil 1ATYPICAL EXISTING FIXED ORIFICE TYPICAL EXISTING EXPANSION VALVE REMOVAL REMOVAL PROCEDURE(UNCASED OR PROCEDURE(UNCASED COIL SHOWN) COIL SHOWN) B STUB END DISTRIBUTOR TUBES TWO PIECE PATCH PLATE LIQUID LINE CHECK (UNCASED COIL ONLY) ORIFICE EXPANSION LIQUID LINE ORIFICE HOUSING DISTRIBUTOR HOUSING VALVE TUBES TEFLON TEFLON®RING 0 I� RING FIXED ORIFICE \ p BRASS NUT/ ®TEFLON \ RING SENNE SING DISTRIBUTOR I I \ \ v ASSEMBLY DISTRIBUTOR EQUALIZER REMOVE AND DISCARD 1 ASSEMBLY, LINE WHITE TEFLON®SEAL (IF PRESENT) LIQUID LINE ASSEMBLY (INCLUDES STRAINER) LIQUID LINE/ ASSEMBLY WITH A On fully cased coils,remove the coil access and plumbing panels. 0 BRASS NUT B Remove any shipping clamps holding the liquid line and distributor as- I sembly. MALE EQUALIZER / C Using two wrenches,disconnect liquid line from liquid line orifice hous- LINE FITTING VAPOR ing.Take care not to twist or damage distributor tubes during this pro- SENSING BULB LINE LIQIN ID cess. D Remove and discard fixed orifice,valve stem assembly if present and A On fully cased coils,remove the coil access and plumbing panels. Teflon®washer as illustrated above. B Remove any shipping clamps holding the liquid line and distributor E Use a field-provided fitting to temporary reconnect the liquid line to the assembly. indoor unit's liquid line orifice housing. C Disconnect the equalizer line from the check expansion valve equalizer line fitting on the vapor line. 2 CONNECT GAUGES AND EQUIPMENT FOR D Remove the vapor line sensing bulb. FLUSHING PROCEDURE E Disconnect the liquid line from the check expansion valve at the liquid line assembly. INVERTED HCFC-22 GAUGE F Disconnect the check expansion valve from the liquid line orifice CYLINDER CONTAINS MANIFOLD CLEAN HCFC-22 TO BE housing.Take care not to twist or damage distributor tubes during this A USED FOR FLUSHING. process. G Remove and discard check expansion valve and the two Teflon®rings. LOW O J HIGH H Use a field-provided fitting to temporary reconnect the liquid line to the VAPOR LINE NEW O / indoor unit's liquid line orifice housing. SERVICE VALVES OUTDOOR UNIT FLUSHING LINE SET OPENED CLOSED EXISTING The line set and indoor unit coil must be flushed with at least the -7 INDOOR same amount of clean refrigerant that previously charged the UNIT B 3 system.Check the charge in the flushing cylinder before LIQUID LINE SERVICE proceeding. VALVE A Set the recovery machine for liquid recovery and start the TANK recovery machine. Open the gauge set valves to allow the \ RETURN recovery machine to pull a vacuum on the existing system line set and indoor unit coil. C INLET B Invert the cylinder of clean HCFC-22 and open its valve to allow RECO Y S OO DISCHARGE liquid refrigerant to flow into the system through the vapor line CYLINDE valve.Allow the refrigerant to pass from the cylinder and through RECOVERY MACHINE the line set and the indoor unit coil before it enters the recovery machine. A Inverted HCFC-22 cylinder with clean refrigerant to the vapor service C After all of the liquid refrigerant has been recovered,switch the valve. recovery machine to vapor recovery so that all of the HCFC-22 B HCFC-22 gauge set(low side)to the liquid line valve. vapor is recovered.Allow the recovery machine to pull down to 0 C HCFC-22 gauge set center port to inlet on the recovery machine with an the system. empty recovery tank to the gauge set. D Close the valve on the inverted HCFC-22 drum and the gauge D Connect recovery tank to recovery machines per machine instructions. set valves.Pump the remaining refrigerant out of the recovery machine and turn the machine off. Figure 9. Installing Indoor Expansion Valve Page 15 XC16 SERIES Installing Indoor Metering Device This outdoor unit is designed for use in systems that use coil. In applications where an uncased coil is being expansion valve metering devices at the indoor coil. installed in a field-provided plenum, install the expansion See the Lennox XC16 Engineering Handbook for valve in a manner that will provide access for field servicing approved expansion valve kit match-ups.The expansion of the expansion valve. Refer to below illustration for valve unit can be installed internal or external to the indoor. reference during installation of expansion valve unit. INDOOR EXPANSION VALVE INSTALLATION A Remove the field-provided fitting that temporary 1/2 Tum TWO PIECE reconnected the liquid line to the indoor unit's distributor PATCH PLATE (Uncased Coil Shown) assembly. 1 (UNCASED B Install one of the provided Teflon® rings around the 10 COIL ONLY) LIQUID LINE STUB 9 ORIFICE END EXPANSION stubbed end of the expansion valve and lightly lubricate 4 HOUSING VALVE the connector threads and expose surface of the Teflon® 8 7 ' S DISTRIBUTOR \ ring with refrigerant oil. TUBES TEFLON® C Attach the stubbed end of the expansion valve to the •\. - o I� RING liquid line orifice housing. Finger tighten and use an • appropriately sized wrench to tum an additional 1/2 tum o (�• \ clockwise as illustrated in the figure above,or 20 ft-Ib. --�- TEFLON® D Place the remaining Teflon®washer around the other SENSING RING end of the expansion valve.Lightly lubricate connector % •I �\ - ' \ LIN J threads and expose surface of the Teflon® ring with refrigerantoil. DISTRIBUTOR \EQUALIZER E Attach the liquid line assembly to the expansion valve. ASSEMBLYLINE Finger tighten and use an appropriately sized wrench to LU turn an additional 1/2 tum clockwise as illustrated in the LIQUID LINE figure above or 20 ft-Ib. ASSEMBLY WITH SENSING BULB INSTALLATION p BRASS NUT 10 A Attach the vapor line sensing bulb in the proper MALE EQUALIZER LINE orientation as illustrated to the right using the clamp and 1/8 Turn FITTING(SEE VALINE screws provided. EQUALIZER LINE \ NOTE—Confirm proper thermal contact between vapor line1 INSTALLATION FOR and expansion bulb before insulating the sensing bulb once 10 Q FURTHER DETAILS) LIQUID LINE installed. I� 9 B Connect the equalizer line from the expansion valve to 8 4 Sensing bulb insulation is required if the equalizer vapor port on the vapor line.Finger tighten 6 5 mounted external to the coil casing.sensing the flare nut plus 1/8 tum(7 ft-lbs)as illustrated below. bulb installation for bulb positioning. ON LINES SMALLER THAN EQUALIZER LINE INSTALLATION VAPOR LINE4B' 8", MOUNT SENSING ULB AT EITHER THE 3 OR A Remove and discard either the flare seal cap or flare nut „,rty; �'�;,.` O'CLOCK POSITION. with copper flare seal bonnet from the equalizer line port �— on the vapor line as illustrated in the figure to the right. f BULB B Remove and discard either the flare seal cap or flare nut with copper flare seal bonnet from the equalizer line port on the vapor line as illustrated in the figure to the right. FLARE SEAL CAP I I FLARE NUT VAPOR LINE ON 7/8" AND LARGER LINES, MOUNT SENSING BULB AT COPPER FLARE EITHER THE 4 OR 8 O'CLOCK OR X_SEAL BONNET °G POSITION.NEVER MOUNT ON —� 4,) BOTTOM OF LINE. MALE BRASS EQUALIZER BULBULB LINE FITTING VAPOR LINE NOTE—NEVER MOUNT ON BOTTOM OF LINE. Figure 10. Installing Indoor Expansion Valve Page 16 506637-01 11/10 A IMPORTANT Leak Test Line Set and Indoor Coil The Environmental Protection the intentional venting prohibits AWARNING maintenance, service, repair . . .. appliance. When using a high pressure gas such as Approved hods of recovery, recycling or reclaiming dry nitrogen to refrigeration must be followed. conditioningor air - use a regulator . pressure A IMPORTANT •• •� •� • • ' to If this unit is being matched with an approved line set or indoor A IMPORTANT mineral . being refrigerant.was manufactured before January of 1999, the coil Leak detector must be capable of sensing HF20 and line set must be flushed prior to installation. Take care to empty all existing,traps. Polyol ester(POE)oils are with HFC-410A refrigerant. Residual mineral' in Lennox units chargedcan act as an A WARNING insulator, preventing proper heat transfer. It can also vM clog the expansion device, and reduce the system 7 1 performance and capacity. Failure to properly flush the system per the Failure to follow this warning may result in personal inju instructions below will void the warranty. or death. 1 CONNECT GAUGE SET A Connect an HFC-410A manifold gauge set high pressure LOW HIGH hose to the vapor valve service port. NOTE—Normally,the high pressure hose is connected to MANIFOLD GAUGE SET the liquid line port.However,connecting it to the vapor port better protects the manifold gauge set from high pressure O damage. B With both manifold valves closed, connect the cylinder of OUTDOOR UNIT HFC-410A refrigerant to the center port of the manifold gauge set. NOTE—Later in the procedure, the HFC-410A container will be replaced by the nitrogen A container. B TO VAPOR SERVICE VALVE NITROGEN HFC-410A 2 TEST FOR LEAKS After the line set has been connected to the indoor and outdoor units,check the line set connections and indoor unit for leaks.Use the following procedure to test for leaks: A With both manifold valves closed,connect the cylinder of HFC-410A refrigerant to the center port of the manifold gauge set.Open the valve on the HFC-410A cylinder(vapor only). B Open the high pressure side of the manifold to allow HFC-410A into the line set and indoor unit.Weigh in a trace amount of HFC-410A.(A trace amount is a maximum of two ounces(57 g)refrigerant or three pounds(31 kPa)pressure].Close the valve on the HFC-410A cylinder and the valve on the high pressure side of the manifold gauge set.Disconnect the HFC-410A cylinder. C Connect a cylinder of dry nitrogen with a pressure regulating valve to the center port of the manifold gauge set. D Adjust dry nitrogen pressure to 150 psig(1034 kPa).Open the valve on the high side of the manifold gauge set in order to pressurize the line set and the indoor unit. E After a few minutes,open one of the service valve ports and verify that the refrigerant added to the system earlier is measurable with a leak detector. F After leak testing disconnect gauges from service ports. Figure 11. Leak Test Page 17 XC16 SERIES Evacuating Line Set and Indoor Coil 1 CONNECT GAUGE SET Low HIGH NOTE—Remove cores from service valves(if not already done). _ O A Connect low side of manifold gauge set with 1/4 SAE in-line tee to vapor line service valve ' B Connect high side of manifold gauge ` 0 set to liquid line service valve OUTDOOR MANIFOLD UNIT A34000 1/4 SAE TEE WITH I GAUGE SET C Connect micron gauge available I SWIVEL COUPLER p connector on the 1/4 SAE in-line tee. A D Connect the vacuum pump (with 100000 soo � vacuum gauge)to the center port of the manifold gauge set. The center port I line will be used later for both the �! C � GAUGE �� HFC-410Aand nitrogen containers. +' NITROGEN TO VAPOR SERVICE VALVE J i r HFC-410A B I VACUUM PUMP . TO LIQUID LINE SERVICE VALVE i D 2 EVACUATE THE SYSTEMt RECOMMEND A Open both manifold valves and start the vacuum pump. MINIMUM 3/8"HOSE B Evacuate the line set and indoor unit to an absolute pressure of 23,000 microns(29.01 inches of mercury). NOTE—.During the early stages of evacuation,it is desirable to close the manifold gauge valve at least once.A rapid rise in pressure indicates a relatively large leak.If this occurs,repeat the leak testing procedure. NOTE—The term absolute pressure means the total actual pressure within a given volume or system,above the absolute zero of pressure.Absolute pressure in a vacuum is equal to atmospheric pressure minus vacuum pressure. C When the absolute pressure reaches 23,000 microns(29.01 inches of mercury),perform the following: • Close manifold gauge valves • Close valve on vacuum pump • Tum off vacuum pump • Disconnect the manifold gauge center port hose from vacuum pump • Attach manifold center port hose to a dry nitrogen cylinder with pressure regulator set to 150 psig(1034 kPa)and purge the hose. • Open manifold gauge valves to break the vacuum in the line set and indoor unit. • Close manifold gauge valves. D Shut off the dry nitrogen cylinder and remove the manifold gauge hose from the cylinder.Open the manifold gauge valves to release the dry nitrogen from the line set and indoor unit. E Reconnect the manifold gauge to the vacuum pump,turn the pump on,and continue to evacuate the line set and indoor unit until the absolute pressure does not rise above 500 microns(29.9 inches of mercury)within a 20-minute period after shutting off the vacuum pump and closing the manifold gauge valves. F When the absolute pressure requirement above has been met,disconnect the manifold hose from the vacuum pump and connect it to an upright cylinder of HFC-410A refrigerant.Open the manifold gauge valve 1 to 2 psig in order to release the vacuum in the line set and indoor unit. G Perform the following: 1/6 TURN • Close manifold gauge valves. • Shut off HFC-410A cylinder. 11 1 • 10 2 Reinstall service valve cores by removing manifold hose from service valve.Quickly install cores with core tool while maintaining a positive system pressure. 9 3 g 4 • Replace stem caps and secure finger tight,then tighten an additional one-sixth(1/6)of a tum as illustrated. 7 g 6 Figure 12. Evacuating System Page 18 506637-0111/10 AIMPORTANT temperatures and pressures present during operation of an air conditioning system. Non-condensables and water suction combine with refrigerant to produce substances Use a thermocouple ' 'r electronic vacuum that corrode copper piping and compressor parts. gauge that is calibrated in microns. Use capable . . .. to 50 • Electrical - - - - - -In the U.S.A., wiring must conform with current local codes A WARNING and the current National Electric Code (NEC). In Canada, wiring must conform with current local codes and the current Danger o Equipment D. .g_ Avoid d__p vacuum Canadian Electrical Code (CEC). operation. D o not use compressors o evacuateRefer to the furnace or air handler installation instructions system. Extremely low for additional wiring application diagrams and refer to unit arcing and compressor vacuums_ Damage_ _d , nameplate for,minimum circuit ampacity and maximum deep vacuum operation void warranty. overcurrent protection size. 24VAC TRANSFORMER Evacuating the system of non-condensables is critical for Use the transformer provided with the furnace or air proper operation of the unit. Non-condensables are handler for low-voltage control power (24VAC - 40 VA defined as any gas that will not condense under minimum) SIZE CIRCUIT AND INSTALL DISCONNECT INSTALL THERMOSTAT 1 SWITCH Install room thermostat (ordered separately) on an inside wall 2approximately in the center of the conditioned area and 5 feet Refer to the unit nameplate for minimum circuit ampacity, and (1.5m)from the floor.It should not be installed on an outside wall maximum fuse or circuit breaker(HACR per NEC). Install power or where it can be affected by sunlight or drafts. wiring and properly sized disconnect switch. . MAIN FUSE Box/eREAE PANNELL THERMOSTAT DISCONNECT SWITCH 5 FEET (1.5M) NOTE—Units are approved for use only with copper conductors. NOTE—24VAC, Class 11 circuit connections are made in the control Ground unit at disconnect switch or to an earth ground. panel. 3 UNIT LOW VOLTAGE CONNECTIONS HIGH VOLTAGE FIELD WIRING FACTORY WIRING — — —— LOW VOLTAGE(24V)FIELD WIRING WIRE RUN LENGTH AWG# INSULATION TYPE WIRE NUTS LESS THAN 100'(30 METERS) 16 TEMPERATURE RATING O MORE THAN 100'(30 METERS) 16 35 C MINIMUM. 0 w ® m I I 3 I I A Run 24VAC control wires through cutout with grommet. B Run 24VAC control wires through wire tie. iC Make 24VAC control wire connections using field provided wire Y % nuts. Ig I ♦� D Tighten wire tie to security 24V control wiring. � • � NOTE-FOR PROPER VOLTAGES,SELECT THERMOSTAT WIRE(CONTROL WIRES) 1 GAUGE PER TABLE ABOVE. NOTE-WIRE TIE PROVIDES LOW VOLTAGE WIRE STRAIN RELIEF AND TO MAINTAIN ° SEPARATION OF FIELD INSTALLED LOW AND HIGH VOLTAGE CIRCUITS. NOTE-DO NOT BUNDLEANY EXCESS 24VAC CONTROL WIRES INSIDE CONTROL CUTOUT WITH % BOX. GROMMET 24V CONTROL WIRES O % O TIGHTEN WIRE TIE Page 19 XC16 SERIES G40,650 G60 SIGNATURE DO O START GROUND UND00R THERMOSTAT UNIT R THERMOSTAT G6 IN OORV BIM27 CAPACITOR TBI A2 TBI A2 UNIT A92 THERMOSTAT (OPTIONAL) rL _ n — TBI A2 ® DS - Q KI W914 R R 2 4 REL AC 04 RELAY TIAL COMPRESSOR 0 W2 .-0 CONTACTOR n _ — W951 O� OU(TDOA EDFj N (OPTIONAL) ORANGE-RUN O I S �� YLW _ — YLW BLACK-COMMON FST PURPLE- DUAL BL — /1 BL — Yz — 0 CAPACITOR Q-IE©�F'Q CAPACITOR �'S' YLW LOWSOW BK _ _ C — n BK _ — C — ^ PRESSURE B I BL SWITCH COMPRESSOR© 0 NOTE- TR HIGH ©OO® ONLYUSE REFERTTOCUNITRRATTINGCTORS ® QREDEATIMC . HAZAPD,CAN BK PRESSURE PLATE FOR MINIMUM CIRCUIT SWITCH L34 AMPACITY AND MAXIMUM OVER ACCORDANCE WITH NATIONAL AND LOCAL CODES. ®ON A92 00 NOT CUT ONBOARD W951 JUMPER ® CURRENT PROTECTION SIZE Q REMOVE JUMPER FOR TWO STAGE COOL FROM R TO 0. IT IS USED FOR APPLICATIONS REFER TO COMPRESSOR IN FOR CONDENSING UNITS UNIT FOR ACTUAL TERMINAL ®ON A92 CUT ONBOARD W914 JUMPER FROM OS ARRANGEMENT TO R, WHEN HUMIDITY CONTROL IS USED ® FOR CONDENSING UNIT APPLICATIONS USE KI-1 ® R TO 0 JUMPER. REMOVE IN HEAT PUMP COMPRESSOR APPLICATIONS. LI CIITACTOR ® SII D4 S4 REMOVE OS TO YI JUMPER WHEN HUMIDITY CONTROL IS USED K u 84 YELLOW ®WHEN TWO STAGE THERMOSTAT IS USED, CONNECT BI FAN MOTOR - YI SECOND STAGE HEAT BULB TO TERMCNAL W2" N R C COMPRESSOR m (LEADED) 4 BLUE AND REMOVE JUMPER BETWEEN R" AND "W2" x¢ 5405 m 587 - Y2 ®L34 SOLENOID IS LOCATED IN COMPRESSOR. Q KI COIL IS 24 00 NOT CONNECT 24VAC K31 BLACK _C TO COIL TERMINALS. Mou© 2 S BLUE ® SII IS OPTIONAL LOW AMBIENT SWITCH a YELLOW a o z CB3IMV,CBX32MV SIGNATURE © OPTIONAL HARE)START KIT MAY BE REQUIRED INDOOR SIM27 ON APPLICATIONS WHERE VOLTAGES ARE LESS a H R I w UNIT THERMOSTAT THAN 230 VOLT.KIT INCLUDES K31 AND C7 u ® H TBI A2 WITH ALL NECESSARY WIRING. C7 R — --R © S40 AND HRI ARE USED ON 048 AND 060 UNITS ONLY RED C F C12 C829,CB30 ® 3 NOTE: MINIMUM TRANSFORMER REQUIRED IN DUAL INDOOR INDOOR UNIT-40VA L2 RED CAPACITOR UNIT THERMOSTAT 2 — INDICATES OPTIONAL COMPONENTS TBI A2 WI — LINE VOLTAGE FIELD INSTALLED EGUIPMENT R — R ® — - — -CLASS II VOLTAGE FIELD INSTALLED GROUND W3 OS YLW — YLW - — YI BL _ _r — ^ BL BK Figure 13. Typical Unit Wiring Diagram Page 20 506637-01 11/10 PURP E 8L KFAN MOTOR FAN MOTOR(64) DUAL RUN CAPACI- ORa E TOR(C12) H C F PURPLE RED tELLOW W4 CONTACTOR ORANGE BLACK K1 BLACK RFD 0 BLACK BLUE eLacx LOW PRESSURE 0 07 1 BLACK SWITCH(S87)TF—TT FFT rELLaw HIGH PRESSURE GRAY/REU rELLOW SWITCH(S4) GRAY BLACK YELLOW BLUE O R RED �3_ 'a BLUE ® -048,-060 ONLY BLUE COMPRESSOR C BLACK 2 YELOW S L GROUND COMPRES- LUG CRANKCASE CRANKCASE SOR(B1) HEATER(HR1) THERMOSTAT (S40) Figure 14. Typical Factory Wiring Diagram -Servicing Units Delivered Void of'Charge Unit Start-Up If the outdoor unit is void of refrigerant, clean the system A IMPORTANT using the procedure described below. If unit is equipped with a it should be 1. Leak check system using procedure outlined on page energized hours _crankcasebefor_ unit heater,start-upprevent 17. compressor damage as a result of slugging. 2. Evacuate the system using procedure outlined on 1. Rotate fan to check for binding. page 18. 2. Inspect all factory- and field-installed wiring for loose 3. Use nitrogen to break the vacuum and install a new connections. filter drier in the system. 3. After evacuation is complete, open both the liquid and 4. Evacuate the system again using procedure outlined vapor line service valves to release the refrigerant on page 18. charge contained in outdoor unit into the system. 5. Weigh in refrigerant using procedure outlined in figure 4. Replace the stem caps and tighten to the value listed 18. in table 1. 6. Monitor the system to determine the amount of 5. Check voltage supply at the disconnect switch. The moisture remaining in the oil. It may be necessary to voltage must be within the range listed on the unit's replace the filter drier several times to achieve the nameplate. If not, do not start the equipment until you required dryness level. If system dryness is not have consulted with the power company and the verified, the compressor will fail in the future. voltage condition has been corrected. Page 21 XC16 SERIES 6. Set the thermostat for a cooling demand. Turn on System Refrigerant power to the indoor indoor unit and close the outdoor unit disconnect switch to start the unit. This section outlines procedures for: 7. Recheck voltage while the unit is running. Power must be within range shown on the nameplate. 1. Connecting gauge set for testing and charging; 8. Check system for sufficient refrigerant by using the 2. Checking and adjusting indoor airflow; procedures listed under System Charge. 3. Adding or removing refrigerant. t 051 IE IS-0 E 7MANIFOLD GAUGE SET LOW HIGH CONNECTIONS FOR TESTING AND CHARGING B SUCTION LINE O SERVICE PORT CONNECTION Q OUTDOOR UNIT REFRIGERANT TANK CHARGE IN LIQUID PHASE A VAPOR LINE j SERVICE VALVE DIGITAL SCALE p TEMPERATURE SENSOR =- C ♦ TEMPERATURE SENSOR LIQUID LINE TO LIQUID (LIQUID LINE) SERVICE VALVE E` LINE SERVICE VALVE AClose manifold gauge set valves and connect the center hose to a cylinder of HFC-410A.Set for liquid phase charging. BConnect the manifold gauge set's low pressure side to the suction line service port. CConnect the manifold gauge set's high pressure side to the liquid line service port. DPosition temperature sensor on liquid line near liquid line service port. Figure 15. Gauge Set Setup and Connections WHEN TO CHARGE? • Warm weather best TXV • Can charge in colder weather CHARGE METHOD? Determine by: • Metering device type • Outdoor ambient temperature OUTDOOR AMBIENT REQUIREMENTS: TEMPERATURE • Sufficient heat load in structure • Indoor temperature between 70-80 F(21-26 C) 65 F (18.3 C) 64 F C) • Manifold gauge set connected to unit and ABOVE and BELOW • Thermometers: - to measure outdoor ambient temperature - to measure liquid line temperature APPROACH OR WEIGH-IN - to measure suction line temperature SUBCOOUNG (SECOND STAGE-HIGH ; CAPACITY) Figure 16. Determining Charge Method Page 22 506637-0111110 CHECKING AIR FLOW AT INDOOR COIL Check airflow using the Delta-T (DT) process using the illustration in figure 17. Temp. DT 1. Determine the desired DT—Measure entering air temper- of air 80 24 24 24 23 23 22 22 22 20 19 18 17 16 15 ature using dry bulb(A)and wet bulb(B).DT is the intersect- entering., 78 23 23 23 22 22 21 21 20 19 18 17 16 15 14 ing value of A and B in the table(see triangle). indoor coil F a 76 22 22 22 21 21 20 19 19 18 17 16 15 14 13 i:' 74-21 21 21 20 19 19 18 17 16 16 15 14 13 12 2•Find temperature drop across coil—Measure the coil's dry 7220 20 19 18 17 17 16 1 15 14 13 12 11 10 bulb entering and leaving air temperatures(A and C).Tem- I ' 70 19 19 18 18 17 17 16 15 15 14 13 12 11 10 perature Drop Formula: (TDrop)=A minus C. Wet-bulb F 57 58 59 60 61 62 63 64 65 66 67 68 69 70 3.Determine if fan needs adjustment—If the difference between the measured TDrop and the desired DT(TDrop DT)is within +3 , no adjustment Is needed. See examples:Assume DT= C Tn A 15 and A temp. =72 ,these C temperatures would necessi- 53 19 72 tate stated actions: C TDrop – DT = F ACTION air flow air flow B 53 19 – 15 = 4 Increase the airflow uL 64 BULB 58 14 – 15 = -1 (within±3 range)no change 62 10 – 15 = -5 Decrease the airflow All temperatures are INDOOR WET expressed in F COIL ® Bins 4.Adjust the fan speed—See indoor unit instructions to in- crease/decrease fan speed. Changing air flow affects all temperatures; recheck tempera- tures to confirm that the temperature drop and DT are within +3 . Figure 17. Checking Indoor Airflow over Evaporator Coil using Delta-T Chart W E I G"' H I CHARGING METHOD N64 F(17.7 C)and Below CALCULATING SYSTEM CHARGE FOR OUTDOOR UNIT VOID OF CHARGE If the system is void of refrigerant, first, locate and repair any leaks and then weigh in the refrigerant charge into the unit. To calculate the total refrigerant charge: Adjust amount.for variation Amount specified on in line set length listed on nameplate line set length table below. Total charge LEM Refrigerant Charge per Line Set Length 49-i�mwmi Liquid Line Ounces per 5 feet(g per 1.5 m) Set Diameter adjust from 15 feet(4.6 m)line set* 3/8"(9.5 mm) 3 ounce per 5'(85 g per 1.5 m) *If line length is greater than 15 ft.(4.6 m),add this amount.If line length is less than 15 ft.(4.6 m),subtract this amount. NOTE—Insulate liquid line when it is routed through areas where the surrounding ambient temperature could become higher than the temperature of the liquid line or when pressure drop is equal to or greater than 20 psig. NOTE—The above nameplate is for illustration purposes only. Go to actual nameplate on outdoor unit for charge information. Figure 18. Using HFC-410A Weigh In Method Page 23 XC16 SERIES 65 F 1. Connect gauge set as illustrated in figure 15. START: outdoor ambient •' 2. Confirm proper airflow across coil using figure 17. and ABOVE 3. Compare unit pressures with table 4, Normal Operating Pressures. USE WEIGH-IN METHOD 4. Set thermostat to call for heat(must have a cooling Weigh-in or remove refrigerant ABOVE or load between 70-80 F(21-26 C). based upon line length BELOW 5. When heat demand is satisfied,set thermostat to call 64 F and for cooling. BELOW 6. Allow temperatures and pressures to stabilize. ® ® 7. Record outdoor ambient temperature: APPROACH TXV AMB = 8. Record liquid line temperature: LIQ = If refrigerant is added or 9. Subtract to determine approach(APP): removed,retest to confirm LIQ -AMB =APP that unit is properly charged. 10. Compare results with table below. APP (Approach)Values(F:+/-1.0°[C:+/-0.6°]) Models If value is greater than shown(high F(C)* -024 -036 -048 -060 approach), add refrigerant; if less than shown (liquid temperature too.4#3 Any 6(3.3) 6(3.3) 8(4.4) 4(2.2) close to ambient temperature, low *Temperature of air entering outdoor coil approach),remove refrigerant. Figure 19. Using HFC-410A Approach (TXV) Charge Method 1. Connect gauge set as illustrated in figure 15. 65 F 2. Confirm proper airflow across coil using figure 17. START: Measure outdoor ambient temperatur tem and 3. Compare unit pressures with table 4, Normal ABOVE Operating Pressures. USE WEIGH-IN METHOD 4. Set thermostat to call for heat(must have a cooling load between 70-80 F(21-26 C) Weigh-in or remove refrigerant ABOVE or 5. Measure outdoor ambient temperature based upon line length BELOW 6. When heat demand is satisfied,set thermostat to call 64 F and for cooling BELOW / 7. Allow temperatures and pressures to stabilize. O S V B C O O L I N G TXV - NOTE-If necessary,block outdoor coil to maintain /® 325-375 psig. BLOCK OUTDOOR COIL: [sometimes necessary with lower 8. Record liquid line temperature: temperatures]Use cardboard or plastic sheet to restrict the airflow LIQ = through the outdoor coil to achieve pressures from 325-375 psig 9. Measure liquid line pressure and use the value to (2240-2585 kPa).Higher pressures are needed to check charge.Block determine saturation temperature(see table 3): equal sections of air intake panels and move coverings sideways until CARDBOARD OR SAT = the liquid pressure is in the above noted ranges. PLASTIC SHEETS 10. Subtract to determine subcooling(SC): If refrigerant is SAT _-LIQ =SC If value is added or removed, MORE than 11. Compare results with table below. verify charge using shown,remove the Approach refrigerant. o 0 Method. SC (Subcooling)Values(F:+/-1.0 [C:+/-0.6]) Models F(_C)* -024 -036 -048 -060 If value is LESS MORE or Any X2.7) 6(3.3) 6(3.3) 9(5.0) than shown,add LESS *Temperature of air entering outdoor coil refrigerant. Figure 20. Using HFC-410A Subcooling (TXV) Charge Method Page 24 506637-01 11/10 Table 3. HFC-410A Temperature (°F) - Pressure (Psig) OF Psig OF Psig OF . Psig OF Psig OF Psig OF Psig OF Psig OF Psig 32 100.8 48 137.1 63 178.5 79 231.6 94 290.8 110 365.0 125 445.9 141 545.6 33 102.9 49 139.6 64 181.6 80 235.3 95 295.1 111 370.0 126 451.8 142 552.3 34 105.0 50 142.2 65 184.3 81 239.0 96 299.4 112 375.1 127 457.6 143 559.1 35 107.1 51 144.8 66 187.7 82 242.7 97 303.8 113 380.2 128 463.5 144 565.9 36 109.2 52 147.4 67 190.9 83 246.5 98 308.2 114 385.4 129 469.5 145 572.8 37 111.4 53 150.1 68 194.1 84 250.3 99 312.7 115 390.7 130 475.6 146 579.8 38 113.6 54 152.8 69 197.3 85 254.1 100 317.2 116 396.0 131 481.6 147 586.8 39 115.8 55 155.5 70 200.6 86 258.0 101 321.8 117 401.3 132 487.8 148 593.8 40 118.0 56 158.2 71 203.9 87 262.0 102 326.4 118 406.7 133 494.0 149 601.0 41 120.3 57 161.0 72 207.2 88 266.0 103 331.0 119 412.2 134 500.2 150 608.1 42 122.6 58 163.9 73 210.6 89 270.0 104 335.7 120 417.7 135 506.5 151 615.4 43 125.0 59 166.7 74 214.0 90 274.1 105 340.5 121 423.2 136 512.9 152 622.7 44 127.3 60 169.6 75 217.4 91 278.2 106 345.3 122 428.8 137 519.3 153 630.1 E47129.7 61 172.6 76 220.9 92 282.3 107 350.1 123 434.5 138 525.8 154 637.5 132.2 62 175.4 77 224.4 93 286.5 108 355.0 124 440.2 139 532.4 155 645.0 134.6 78 228.0 109 360.0 140 539.0 Table 4. Normal Operating Pressures (Liquid +10 and Suction +5 psig) A IMPORTANT Temp.of air entering -024 -036 -048 -060 outdoor coil T(°C) Liquid Suction Liquid Suction Liquid Suction Liquid Suction First Stage (Low Capacity.) 65(18.3) 215 144 226 142 224 142 215 136 75(23.9) 247 146 261 144 258 144 250 139 85(29.4) 288 148 304 145 299 146 291 142 95(35.0) 332 151 352 147 345 148 337 144 105(40.6) 1 381 153 405 150 395 150 388 146 115(46.1) 435 155 460 150 450 153 444 148 Second Stage (High Capacity) 65(18.3) 225 140 228 144 235 135 220 130 75(23.9) 258 142 262 146 269 137 256 133 85(29.4) 301 144 306 148 313 139 299 136 95(35.0) 346 146 353 150 361 141 347 138 105(40.6) 397 149 405 151 412 143 402 1 141 115(46.1) 452 151 462 1 154 1 471 1 146 1 462 1 143 *These are typical pressures only. Indoor indoor match up, indoor air quality, and indoor load will cause the pressures to vary. System Qperatton Full capacity is achieved by blocking the vent port with a TWO-STAGE COMPRESSOR slider ring. The slider ring (vent port cover)is controlled by a 24VDC internal solenoid in the open position allowing low The two-stage scroll compressor operates much like the capacity. When energized the internal solenoid closes the standard scroll compressor. The two-stage compressor slider ring, blocking the vent port and bringing the steps between low capacity and high capacity as required compressor to full capacity. Stepping can occur during a to meet cooling demand. The steps occur when gas is single thermostat demand as the motor runs continuously bypassed through a vent port in the first suction pocket. while the compressor steps from low to full capacity. This bypassing of gas allows the compressor to operate at low capacity if thermostat demand allows, creating a more cost effective and efficient compressor. Page 25 XC16 SERIES UNIT COMPONENTS 4. Check wiring for loose connections. 5. Check for correct voltage at the unit (with the unit A IMPORTANT operating). Som_ compressor p o _ o 6. Check amp-draw outdoor fan motor. that will unload scrolls when internal vacuum pressure g,_ UNIT NAMEPLATE: ACTUAL: below 0 ' ' Ahissingsound_ ill be heard NOTE-If owner reports insufficient cooling, the unit should when low compressor pressure in system''' Protector _ be gauged and refrigerant charge checked. NOT REPLACE COMPRESSOR. Outdoor Coil It may be necessary to flush the outdoor coil more The outdoor unit and indoor blower cycle on demand from frequently if it is exposed to substances which are the room thermostat. When the thermostat blower switch corrosive or which block airflow across the coil (e.g., pet is in the ON position, the indoor blower operates urine, cottonwood seeds,fertilizers,fluids that may contain continuously. high levels of corrosive chemicals such as salts) High Pressure Switch (S4) Outdoor Coil—The outdoor coil may be flushed with XC16 units are equipped with a high-pressure switch that a water hose. is located in the liquid line of the compressor as illustrated Outdoor Coil (Sea Coast) — Moist air in ocean in Unit Dimensions on page 2.The switch is a Single Pole, locations can carry salt, which is corrosive to most Single Throw (SPST), manual-reset switch with red cap metal. Units that are located near the ocean require that is normally closed and removes power from the frequent inspections and maintenance. These compressor when discharge pressure rises above factory inspections will determine the necessary need to wash setting at 590± 10 psi. the unit including the outdoor coil. Consult your Low Pressure Switch (S87) installing contractor for proper intervals/procedures XC16 units are also equipped with a low pressure switch for your geographic area or service contract. that is located in the vapor line of the compressor. The INDOOR UNIT switch (SPST, auto-reset, normally closed) removes 1. Clean or change filters. power from the compressor when vapor line pressure drops below factory setting at 40±5 psi. 2. Adjust blower speed for cooling. Measure the pressure drop over the coil to determine the correct blower CFM. Crankcase Thermostat (S40) (-048 and -060 Units Refer to the unit information service manual for pressure Only) drop tables and procedure. Compressor in the XC16-048 and-060 units are equipped 3. Check blower drive belt for wear and proper tension. with a 70 watt, belly band type crankcase heater. HR1 prevents liquid from accumulating in the compressor. HR1 4. Check all wiring for loose connections is controlled by a thermostat located on the liquid line. 5. Check for correct voltage at unit (blower operating). When liquid line temperature drops below 50° F the 6. Check amp-draw on blower motor. thermostat closes energizing HR1. The thermostat will UNIT NAMEPLATE: ACTUAL: open, de-energizing HR1 once liquid line temperature reaches 70° F . INDOOR COIL Liquid Line Filter Drier 1. Clean coil, if necessary. A filter drier is factory-installed as illustrated in Unit 2. Check connecting lines and coils for signs of oil leaks. Dimensions on page 2, with each XC16 unit to ensure a 3. Check condensate line and clean, if necessary. clean, moisture-free system. A replacement filter drier is available from Lennox. Refer to Lennox Repair Part TWO-STAGE COMPRESSOR CHECKS Program. Use the checklist procedure on page 28,to verify part-load Maintenance: compressors.full-load capacity operation of two-stage modulation compressors. DEALER A IMPORTANT Maintenance and service must be performed by a qualified installer or service agency. At the beginning of each Thin systems that cooling season,the system should be checked as follows: performance check valid ' have clean indoor and outdoor coils, proper airflow over Outdoor Unit coils, and correct _ refrigerant charge. 1. Clean and inspect the outdoor coil. The coil may be components in the system must •- functioningproper flushed with a water hose. Ensure the power is turned correctly perform c• • - •r modulation operational off before you clean the coil. - measurements are critical to this test 2. Outdoor fan motor is prelubricated and sealed. No as indoor loading and outdoor ambient further lubrication is needed. variationsbetween low and ' capacity 3. Visually inspect connecting lines and coils for Tools Required evidence of oil leaks. a Refrigeration gauge set Page 26 506637-01 11/10 • Digital volt/amp meter Outdoor Coil • Electronic temperature thermometer The outdoor unit must be properly maintained to ensure its On-off toggle switch proper operation. Procedure Please contact your dealer to schedule proper inspection and maintenance for your equipment. NOTE-Block outdoor coil to maintain a minimum of 375 0 Make sure no obstructions restrict airflow to the psig during testing). outdoor unit. 1. Turn main power OFF to outdoor unit. • Grass clippings, leaves, or shrubs crowding the unit 2. Adjust room thermostat set point 5 F above the room can cause the unit to work harder and use more temperature. energy. 3. Remove control access panel. Install refrigeration • Keep shrubbery trimmed away from the unit and gauges on unit.Attach the amp meter to the common periodically check for debris which collects around the (black wire) wire of the compressor harness. Attach unit. thermometer to discharge line as close as possible to Cleaning of the outdoor unit's coil should be performed by the compressor. a trained service technician. Contact your dealer and set up a schedule (preferably twice a year, but at least once a 4. Turn toggle switch OFF and install switch in series with year)to inspect and service your outdoor unit. Y2 wire from room thermostat. Routine Maintenance 5. Cycle main power ON. In order to ensure peak performance,your system must be properly maintained. Clogged filters and blocked airflow 6. Allow pressures and temperatures to stabilize before prevent your unit from operating at its most efficient level. taking measurements (may take up to 10 minutes). 1. Air Filter — Ask your Lennox dealer to show you 7. Record all of the readings for the Y1 demand. where your indoor unit's filter is located. It will be either at the indoor unit (installed internal or external to the cabinet) or behind a return air grille in the wall or 8. Close switch to energize Y2 demand.Verify power is ceiling. Check the filter monthly and clean or replace going to compressor solenoid. it as needed. 2. Disposable Filter — Disposable filters should be 9. Allow pressures and temperatures to stabilize before replaced with a filter of the same type and size. taking any measured reading (this may take up to 10 NOTE—If you are unsure about the filter required for your minutes). system, call your Lennox dealer for assistance. 10. Record all of the readings with the Y1 and Y2 demand. 3. Reusable Filter — Many indoor units are equipped 11. If temperatures and pressures change in the direction with 'reusable foam filters. Clean foam filters with a noted in chart,the compressor is properly modulating mild soap and water solution; rinse thoroughly; allow from low to high capacity. (If no amperage, pressures filter to dry completely before returning it to the unit or or temperature readings change when this test is grille. performed,the compressor is not modulating between NOTE— The filter and all access panels must be in place low and high capacity and replacement is necessary). any time the unit is in operation. 12. After testing is complete, return unit to original set up. 4. Indoor Unit — The indoor unit's evaporator coil is equipped with a drain pan to collect condensate formed as your system removes humidity from the HOMEOWNER inside air. Have your dealer show you the location of Cleaning of the outdoor unit's coil should be performed by the drain line and how to check for obstructions. (This a trained service technician. Contact your dealer and set would also apply to an auxiliary drain, if installed.) up a schedule (preferably twice a year, but at least once a Thermostat Operation year) to inspect and service your outdoor unit. The See the thermostat homeowner manual for instructions on following maintenance may be performed by the how to operate your thermostat. homeowner. Preservice Check If your system fails to operate, check the following before A IMPORTANT calling for service: • Verify room thermostat settings are correct. Sprinklers • soaker hoses • • not be installeam • Verify that all electrical disconnect switches are ON. where they could cause prolonged exposure to the outdoor � treated " _ Prolonged _ �� _ � Check for any blown fuses or tripped circuit breakers. __ _, �, _ Verify unit access panels are in place. waste water, etc.) will corrode - of • • Verify air filter is clean. aluminum parts and diminish performance - • longevity • If service is needed, locate and write down the unit ofthe unit. model number and have it handy before calling. Page 27 XC16 SERIES Accessories • Lennox Product Catalog For update-to-date information, see any of the following . Lennox Price Book publications: • Lennox XCII 6 Engineering Handbook Checklists Two-Stage Modulation Compressors Field Operational Checklist Unit Readings Y1 - First-Stage Expected results during Y2 Y2 -Second-Stage demand (Toggle switch On) COMPRESSOR Voltage Same Amperage Higher OUTDOOR UNIT FAN MOTOR Amperage Same or Higher TEMPERATURE Ambient Same Outdoor Coil Discharge Air Higher Compressor Discharge Line Higher Indoor Return Air Same Indoor Coil Discharge Air Lower PRESSURES Suction (Vapor) Lower Liquid Higher 'Start-Up and Performance Checklist' Job Name Job no. Date Job Location City State Installer City State Unit Model No. Serial No. Service Technician Nameplate Voltage Rated Load Ampacity Compressor Outdoor Fan Maximum Fuse or Circuit Breaker Electrical Connections Tight? ❑ Indoor Filter clean? ❑ Supply Voltage (Unit Off) Indoor Blower RPM S.P. Drop Over Indoor(Dry) Outdoor Coil Entering Air Temp. Discharge Pressure Suction Pressure Refrigerant Charge Checked? ❑ Refrigerant Lines: - Leak Checked? ❑ Properly Insulated? ❑ Outdoor Fan Checked? ❑ Service Valves: --- Fully Opened? ❑ Caps Tight? ❑ Thermostat Voltage With Compressor Operating Calibrated? ❑ Properly Set? ❑ Level? ❑ Page 28 506637-01 11/10 I fli SHEET INDEX INNOVATIVE STRUCTURAL ENGINEERING 29970 TECHNOLOGY DR GENERAL NOTES SUITE 108 MURRIETA, CA 92563 APMOVED AS NOTED TEL: (951) 600-0032 D /0 9YI-Z' B.P. SCS-L STRUCTURAL COVER SHEET (LOCAL) FAX: (951) 600-0036 ATE:Z�Uzi 11 www.innovativeStructuralEng.com FEE:-4�46r— BY:a rODES OF NOTIFY BUILDING DEPARTMENT AT S SN1-L STRUCTURAL GENERAL NOTES (LOCAL) TOWN CODES Lx 765-1802 8 AM TO 4 PM FOR THE NED4 YJ-` No: Revision: Date: FOLLOWING INSPECTIONS: AS REQUIRED AN"D CONDITIONS OF SN2-L STRUCTURAL GENERAL NOTES (LOCAL) 1. FOUNDATION - TWO REQUIRED FOP, POURIED CONCRETE SOUTHOLD TOINN ZBA 2. ROUGH _ FRA%4ING & PLUMBING S D SN3-L QUALITY ASSURANCE & 3. 11N�SULATICN ----------- SITE INSPECTION NOTES (LOCAL) 4. FINAL - CONSTRUCTION MUST �t-'77771=h )7=7 RE COMPLETE FOR C.O. V& ALL CONSTRUCTION SHALL MEET THE PLANS REQUREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR STRUCTURAL PLAINOS DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR Sl -L BASEMENT FOUNDATION PLAN USE IS UNLAWFUL S2-L BAEMENT/DECK FRAMING & GARAGE WITHOUT CERTIFICATE FOUNDATION PLAN PL UIL"BER CER TIFI,'-,,l 71 D-.# O,"J LEAD CONTENT BSFO-7Z OF OCCUPANCY CER TIFICA TE OF OCCUPANCY FOR STRUCTURAL DETAILS SOLDER USED IN WATER SUPPLY SYS TE4,11 CA.AINOT SD1 FOUNDATION DETAILS EXCEED 2110 0!=I TRUSS PLACARDING REQUIRED SD1 .1 SITE BUILT DECK & FOUNDATION DETAILS BUNAES RESIDENCE SD2 GENERAL FRAMING DETAILS E LIE-C TF�l C A SD5 BASEMENT STRUCTURAL DETAILS 0 LOT 11 RESERVOIR RD . , 0) ISHERS I SLAND , NY 06`390 w C) cy) • PLUMBING RETAIN STORM WATER -RUNOFF UCc (0 ALL PLUMBING WASTE PURSUANT TO .Lii 436 0 &WATER LINES NEED OF THE TOWN CODE. Z Z TESTING BEFORE COVERING w oZ Q > U) fr 0 W W W Z BLU HOMES , INC . OE U) < U) W -j 0 1245 N I M ITZ AVENUE , MARE ISLAND Ill CE U) T VALLEJO CA 94592 Z T— U) D CE. m � j w 00 p = U) u- BY PROJECT DESIGN CRITERIA BUILDING CODE: 2010 NYBC LOCATION (LATITUDE LONGITUDE): 41.2560 -72.0294 OrN OCCUPANCY CATEGORY: GEOTECHNICAL;PARAMETERS: L SOILS ENGINEER: JR1 REPORT NUMBER: DATE: 090549, INN06116ATIVE ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF OPE 10 ALLOWABLE PASSIVE PRESSURE: 250 PSF EXPANSION INDEX: LOW EL DIFFERENTIAL SETTLEMENT POTENTIAL: -1" IN 40 FEET CORROSIVI 2 TY: UCHRA L LOCAL STRUCTURES SULFATE CONTENT: SEISMIC DESIGN PARAMETERS: Ins SITE CLASS: D STRUCTURAL RGINEHIOOG SHORT PERIOD SPECTRAL ACCELERATION, Ss: 0.500 g COVER SHEET is PERIOD SPECTRAL ACCELERATION, Sl: 0.150 g SEISMIC DESIGN CATEGORY: D SEISMIC IMPORTANCE FACTOR, le: 1.0 RESPONSE MODIFICATION, R: 6.5(WOOD SHEAR WALLS, U.N.O.) DATE: 06/03/15 SEISMIC RESPONSE COEFFICIENT, Cs:, 0.07 WIND DESIGN PARAMETERS: DESIGN SPEED : 120 JOB NO.: 15-2710 EXPOSURE CATEGORY: B IMPORTANCE FACTOR, lw: 1.0 SCALE: GRAVITY DESIGN PARAMETERS: (PSF, SERVICE LOADS) DEAD ROOF LIVE SNOW LIVE TOTAL SHEET # EXTERIOR DECK: 10 30 40 62.5 EXTERIOR WALL: 15 - - 15 INTERIOR WALL] 10 10 SCS � L STRUCTURAL STEEL NOTES EARTHWORK AND FOUNDATIONS GENERAL NOTES INNOVATIVE p STRUCTURAL WOOD HARDWARE NAILING SCHEDULE 1. FABRICATION &ERECTION: ALL FABRICATION &ERECTION SHALL CONFORM TO THE LATEST 1. GEOTECHNICAL REPORT: PERFORM SOILS WORK COMPLYING WITH FOUNDATION DESIGN 1. FIELD PTLY NOTIFY VERIFICATION: FIELDTVERIFY EXISTING ECT(STRUCTURAL ENGINEERS)CONDITION DIT I& D DE OF DISCREPANCIES. E OR O CONSTRUCTION. ENGINEERING STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) BASED ON RECOMMENDATIONS IN SOILS REPORT. SEE STRUCTURAL COVER SHEET(SCS) Simpson USP Lumber Connectors APPLICATION NAIL SIZE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. FOR SOILS REPORT NUMBER AND DATE. 2. DESIGN INTENT: CONTRACT DOCUMENTS INDICATE DESIGN INTENT FORE STRUCTURE IN ITS 29970 TECHNOLOGY DR Product Number Capacity(Lbs.) Product Number Capacity Fastener Schedule COMPLETED STATE. THEY DO NOT INDICATE METHOD OF CONSTRUCTION. PROMPTLY NOTIFY SUITE 108 (Lbs.) 2. ASTM SPECIFICATIONS: STRUCTURAL_ STEEL SHALL CONFORM TO THE FOLLOWING ASTM 2. ALLOWABLE FOUNDATION DESIGN VALUES PER GEOTECHINCAL REPORT: VALUES BELOW ARCHITECT(STRUCTURAL ENGINEER), PRIOR TO PROCEEDING WITH WORK,IF DESIGN INTENT REQUIRES MURRIETA, CA 92563 HOEDOWNS SPECIFICATIONS: MAY BE INCREASED 33 PERCENT FOR TRANSIENT LOADING. FURTHER CLARIFICATION. TEL: (951) 600-0032 A. BEARING CAPACITY: SEE PROJECT DESIGN CRITERIA FAX: (951) 600-0036 STHD14 3,850 Not Available N/A (24)16d Sinkers Holdown 3-1/4'x.148" TABLE 1 -STEEL MATERIAL SPECIFICATIONS B. PASSIVE LATERAL BEARING PRESSURE: SEE PROJECT DESIGN CRITERIA 3. DEVIATIONS,MODIFICATIONS AND SUBSTITUTIONS TO APPROVED STRUCTURAL DRAWINGS: MUST BE HTT5 4,670 Not Available N/A (26)1 Od Sinkers Holdown 3"x.148" C. COEFFICIENT OF FRICTION: SEE PROJECT DESIGN CRITERIA ACCEPTED IN WRITING BY ARCHITECT(STRUCTURAL ENGINEER)AND APPROVED BY GOVERNING CODE www.InnovativeStructuralEng.com HDQ8 9,230 Not Available N/A (20)1/4"dia.x 3"Long SDS Screws Holdown N/A STEEL SHAPE ASTM SPECIFICATION AUTHORITY, NO DEVIATION,MODIFICATION OR SUBSTITUTION WILL BE ACCEPTED VIA SHOP DRAWING REVIEW. HDU11 11,175 Not Available N/A (3 )1/4"dia.x 2-1/2"Long SDS Screws Holdown N/A W A992 OR A572 GRADE 50 3 GEOTECHNICAL CHNICAL REPIORT ANDREQUIREMENCKFILL AND OMPACTION OF BACKFILL:_COMPLY WITH TS OF GOVERNING CODE AUTHORITY AND 4. PROCEDURES OF CONSTRUCTION:CONTRACTOR IS RESPONSIBLE FOR PROCEDURES OF No: Revision: Date: HDU14 14,375 Not Available N/A (366}1/4"dia.x 2-1/2"Long SDS Screws Holdown N/A M, S, HP A36 OR A572 GRADE 50 PERFORMED ONLY UNDER CONTINUOUS SPECIAL INSPECTION OF GEOTECHNICAL CONSTRUCTION COMPLYING WITH NATIONAL,STATE AND LOCAL SAFETY ORDINANCES. SITE VISITS C- CHANNEL A572 GRADE 50 ENGINEER. (INCLUDING STRUCTURAL OBSERVATION)BY ARCHITECT (STRUCTURAL ENGINEER)DO NOT CONSTITUTE SUPERVISIONS OF METHODS OF CONSTRUCTION. ANCHOR BOLTS L-ANGLE A36 4. PREPARATION OF SOIL UNDER BUIL-DING PAD: SEE GEOTECHNICAL REPORT FOR A. PROTECTION OF UTILITIES: LOCATE EXISTING UTILITIES,INCLUDING THOSE NOT SHOWN ON SSTB24 5,175 STB24 5,175 Holdown Anchor N/A PLATES&BAR A36 OVER-EXCAVATION OF EXISTING SOIL AND INSTALLATION OF PROPERLY COMPACTED CONTRACT DOCUMENTS,AND PROTECT THEM FROM DAMAGE. CONTRACTOR BEARS EXPENSE OF SSTB34 10,100 STB34 10,100 Holdown Anchor N/A STEEL PIPE A53 GRADE B BACKFILL. REPAIR OR REPLACEMENT OF UTILITIES IN CONJUNCTION WITH EXECUTION OF WORK. ROUND HSS A500 GRADE B OR C 5. FOUNDATION EXCAVATIONS: FOUNDATIONS ARE TO BEAR ON FIRM EXISTING SOIL OR B. EXCAVATIONS: PROTECT STRUCTURE,ADJACENT STRUCTURES,ADJACENT PROPERTIES, STREETS, HARDWARE APPROVED COMPACTED FILL AS INDICATED IN GEOTECHNICAL REPORT. EXCAVATIONS AND UTILITIES DURING EXCAVATION UTILIZING LAGGING,SHORING,UNDERPINNING AT SIDES AND H1 485 RT15 500 (4)8d Nails At Rafters/Trusses 1-1/2'x.131" SQ. &RECT. HSS A500 GRADE B OR C ARE TO BE INSPECTED BY GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF RELATED PROCEDURES AS MAY BE REQUIRED. PROVIDE NECESSARY SUPPORTS FOR SOIL LS50 450 MP5 455 (8)1 Od Nails At Blocking or Rim 1-1/2"x.148" MACHINE BOLTS A325,A490, F1852, F2280 REINFORCING STEEL AND FORMWORK. ENSURE EXCAVATIONS ARE CLEANS, DRY AND EXCAVATIONS. CONTRACTOR AND AFFECTED TRADES SHALL REFER To GEOTECHNICAL REPORT FOR A35FREE OF DEBRIS OR LOOSE SOIL. SLOPE SIDES OF EXCAVATION NOT LESS THAN MINIMUM MORE INFORMATION. LTP 450 MPA1 570 (12)8d Nails At Blocking or Rim 1-1/2'x.131"4 515 MP4F 565 (12)ad Nails At Blocking or Rim 1-1/2'x.131" NUTS A563,A194 SLOPE INDICATED IN GEOTECHNICAL REPORT. CAST CONCRETE DIRECTLY AGAINST C. PROTECTION OF STRUCTURE: PROVIDE NECESSARY MEASURES TO PROTECT STRUCTURE DURING TP LS50 450 MP5 455 (8)1O Nails Thru Plywood 2-1/2'x.148" WASHERS F436 EXCAVATED SURFACES. EXECUTION OF WORK. ANCHOR RODS F1554-A36 6BACKFILLING OF RETAINING WALLSPLACE AF A35 450 MPA1 570 (12)8d Nails Thru Plywood 2-1/2'x.131" . : TER COMPLETION AND INSPECTION OF D. CONTRACTOR PROPOSED REVISIONS: WHERE A REVISION OF STRUCTURAL DESIGN OR LTP4 515 MP41F 565 (12)8d Nails Thru Plywood 2-1/2'x,131" SHEAR STUDS A108 WATERPROOFING. ADEQUATELY SHORE RETAINING WALLS DURING BACKFILL OPERATION. CONNECTION IS PROPOSED BY CONTRACTOR To ACCOMMODATE CONSTRUCTION TOLERANCES, CONSTRUCTION SEQUENCE AND/OR DIMENSION MODIFICATIONS,CONTRACTOR SHALL RETAIN A UNLESS ADEQUATELY SHORED, DO NOT PLACE BACKFILL BEHIND BUILDING STRUCTURE STRUCTURAL ENGINEER LICENSED IN STATE OF CALIFORNIA TO PERFORM DESIGN. SUBMIT RETAINING WALLS (EXCLUDING SITE RETAINING WALLS) UNTIL CONCRETE AT ELEVATED STAMPED AND SIGNED DESIGN DRAWINGS AND CALCULATIONS TO THE ARCHITECT(STRUCTURAL STRAPS 3. STEEL EXPOSED TO WEATHER OR CORROSIVE ENVIRONMENT: ALL STEEL EXPOSED TO FLOOR LEVELS ADJACENT TO WALLS ARE COMPLETELY POURED(IN AREA)AND HAVE ENGINEER)FOR REVIEW AND THE GOVERNING CODE AUTHORITY FOR APPROVAL. CS16 1705 RS150 1700 (26)8d Nails Directly to Timber 1-1/2'x.1 31 WEATHER OR CORROSIVE ENVIRONMENT SHALL BE HOT DIP GALVANIZED AFTER CURED FOR AT LEAST 7 DAYS. CS16 1705 RS150 1700 (26)8d Nails Thru Plywood 2-1/2'x.131" FABRICATION IN COMPLIANCE WITH ASTM A123. ALL FIELD WELDS ON GALVANIZED STEEL E. ERECTION PLANS: DETERMINE PHASES of WORK REQUIRING ERECTION PLANS ACCORDING TO CMST14 6490 CMST14 6490 (76)1O Nails Thru Plywood 1-1/2'x.148" SHALL BE TREATED WITH ZINC-RICH PAINT IN COMPLIANCE WITH ASTM A780. 7. WATER EXPOSURE AT BUILDING PERIMETER FOOTINGS: AT AREAS WHERE SIDEWALKS OR APPLICABLE SAFETY REGULATIONS. MAINTAIN CERTIFIED COPIES OF ERECTION PLANS AT SITE CMST14 6490 CMST14 6490 (76)1O Nails Directly to Timber 2-1/2'x.148" PAVING DO NOT IMMEDIATELY ADJOIN STRUCTURE, PROVIDE POSITIVE DRAINAGE AWAY DURING CONSTRUCTION. 4. STEEL FABRICATION: ALL STEEL FABRICATION SHALL BE PERFORMED IN A SHOP FROM STRUCTURE AT BUILDING PERIMETER. LANDSCAPE IRRIGATION IS NOT PERMITTED CMST12 9235 CMST12 9320 (100) 1d Nails Thru Plywood 1-1/2'x.1 48" APPROVED BY THE GOVERNING JURISDICTION DEPARTMENT OF BUILDING&SAFETY. WITHIN FIVE FEET OF BUILDING PERIMETER FOOTINGS EXCEPT WHEN ENCLOSED IN F AND OTHE. SHORING, R TEMPORARY ACING,AND SUPPORTS WHERTHER E STRUCTURE HAS Y SUPPORTS: SNOT ATTAINED DESIGN IGN AND ERECT I STRENGTH AND NG, BRACING, CMST12 9235 CMST12 9320 (100) 10Od Nails Directly to Timber 2-1/2'x.148" PROTECTED PLANTERS WITH DIRECT DRAINAGE AWAY FROM STRUCTURE OR WHICH AS REQUIRED FOR SAFE ERECTION. ENSURE FLOOR,ROOF,AND WALL MEMBERS ARE SECURELY 5. STEEL FABRICATOR:THE STRUCTURAL STEEL FABRICATOR SHALL PROVIDE A SET OF SHOP COMPLIES WITH APPLICABLE CODE. DISCHARGE FROM DOWN SPOUTS, ROOF DRAINS AND SHORED AND BRACED DURING CONSTRUCTION. PROVIDE SHORING AT ELEVATED BEAMS AND Shear Walls: FABRICATION DRAWINGS FOR APPROVAL TO THE ENGINEER OF RECORD.THE FABRICATOR SCUPPERS IS NOT PERMITTED ONTO UNPROTECTED SOILS WITHIN FIVE FEET OF BUILDING SLABS SUPPORTING CONCRETE OR MASONRY WALLS DURING AND AFTER WALL POUR UNTIL WALL S.W'S 2,3,4,&6 2-1/2'x.131" SHALL NOT FABRICATE THE STEEL UNTIL THE ENGINEER OF RECORD HAS APPROVED THE PERIMETER. REFER TO GEOTECHNICAL REPORT FOR COMPLETE REQUIREMENTS. ATTAINS DESIGN STRENGTH. ad Common 10d Common S.W.2B 2-1/4'x.148" SHOP DRAWINGS. G. TEMPORARY LOADING: ENSURE CONSTRUCTION LOADS DO NOT EXCEED INDICATED DESIGN LIVE 6. WELDING:ALL WELDING SHALL BE IN CONFORMANCE WITH THE LATEST AISC&AMERICAN WOOD FRAMING LOAD VALUES. NOTIFY AFFECTED SUB-CONTRATOR TRADES OF THESE DESIGN LOAD LIMITS. WELDING SOCIETY(AWS) STANDARDS.ALL WELDING SHALL BE PERFORMED USING A H. FABRICATION,SHIPMENT,AND ERECTION OF STRUCTURAL STEEL: ENSURE STRESSES OCCURRING SHIELDED ARC PROCESS USING APPROVED ELECTRODES CONFORMING TO AWS 1. SAWN LUMBER:ALL STRUCTURAL SAWN LUMBER SHALL BE DOUGLAS FIR LARCH OR HEM FIR WITH DURING FABRICATION, SHIPMENT,AND ERECTION OF STRUCTURAL STEEL ARE TEMPORARY AND ARE O SPECIFICATION E70XX(LOW HYDROGEN). WELD MATERIAL SHALL COMPLY WITH AWS 19%MAXIMUM MOISTURE CONTENT OF THE FOLLOWING GRADES,CONFORMING TO STANDARD LESS THAN DESIGN AND ALLOWABLE STRESS CAPACITIES OF INDIVIDUAL MEMBERS, DO NOT IMPAIR CERTIFICATION AND POSSESS A CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT-20 GRADING RULES FOR WEST COAST LUMBER NO, 17, UNLESS NOTED OTHERWISE,THE LUMBER FULL DESIGN AND LOAD CARRYING CAPACITY OF MEMBERS DUE TO FABRICATION,SHIPMENT,OR ■� V DEGREES F. WELDING SHALL BE PERFORMED BY ONLY AWS CERTIFIED WELDERS, GRADES AS SPECIFIED BELOW MEET MINIMUM REQUIREMENTS: ERECTION. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING ERECTION SEQUENCE, ERECTION ■ v' PROCEDURE,TEMPERATURE DIFFERENTIALS AND WELD SHRINKAGE TO MINIMIZE RESIDUE Q M STRESSES. PROVIDE ADDITIONAL MATERIALS FOR THE ERECTION OF STRUCTURAL STEEL SUCH AS I 1 I co � 7. WELDING PROCEDURES: A WRITTEN WELDING PROCEDURE SPECIFICATIONS(WPS)PER LUMBER GRADES TEMPORARY BRACING AND GUY CABLES AS MAY BE NECESSARY AT NO ADDITIONAL COST. REMOVE W CONVENTIONAL WOOD FRAMING REQUIREMENTS - CBC TABLE 2304.9.•1 AWS D1.1 SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND REVIEWED BY THE THESE MATERIALS UNLESS APPROVED IN WRITING BY OWNER. DO NOT TIGHTEN BOLTS IN TYPICAL U ENGINEER OF RECORD AND THE BUILDING DEPARTMENT. CONDITION GRADE BEAM TO COLUMN CONNECTIONS FOR ERECTION PURPOSES. U O CONNECTION NAILING 8. ERECTION AIDS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND PLATES&BLOCKING STUD OR BETTER I. SECURING REINFORCING STEEL, DOWELS,ANCHOR BOLTS AND EMBEDS: FIRMLY SUPPORT AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT ACCURATELY PLACE COMPLYING WITH ACI STANDARDS PRIOR TO CASTING CONCRETE OR GROUT IN " HOLES AND OTHER AIDS,,WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE STUDS TO 10'-0"IN HEIGHT STUD OR BETTER MASONRY WALLS. USE TIES AND SUPPORT BARS IN ADDITION TO REINFORCING STEEL SHOWN JOIST TO SILL OR GIRDER,TOENAIL (3)8d COMMON,(3)3 x'0.1 31NAILS,OR(3)3"14 GAGE STAPLES WHERE NECESSARY. NO WELDING OR REINFORCING STEEL,INCLUDING TACK WELDING, IS Uj BRIDGING TO JOIST,TOENAIL EACH END (2)8d COMMON,(2)3"x 0.131"NAILS,OR(2)3"14 GAGE STAPLES DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS AND STUDS OVER 10'-0"IN HEIGHT #2 PERMITTED UNLESS OTHERWISE ACCEPTED IN WRITING BY ARCHITECT(STRUCTURAL ENGINEER). Q � W O Z 1"x 6"SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL (2)8d COMMON UNEQUAL PARTS. 2x RAFTER JOISTS #2 PROVIDE PLASTIC OR PLASTIC COATED CHAIRS AND SPACERS WHEN RESTING ON EXPOSED SURFACES. ^ WIDER THAN 1"x 6"SUBFLOOR TO EACH JOIST, FACE NAIL (3)8d COMMON 9. FIELD WELDING: FIELD WELDING SHALL BE PERFORMED BY A BUILDING DEPARTMENT 4x6 THROUGH 4x12 BEAMS, HEADER&POSTS #2 � 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL (2)16d COMMON CERTIFIED WELDERS. FIELD WELDING REQUIRES CONTINUOUS SPECIAL INSPECTION. 5. COORDINATION RESPONSIBILITY: CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK /'n SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL 16d(31/2'x 0.135')AT 16"o%,Tx 0.131'NAILS AT 8'0/c,OR 3'14 GAGE STAPLES AT 12"O/C PERIODIC FIELD SPECIAL INSPECTION IS ACCEPTABLE FOR FLOOR AND ROOF DECK 4x14 BEAMS, HEADERS &POSTS #1 INCLUDING THAT OF SUB-CONTRACTOR TRADES. �j J W SOLE PLATE TO JOIST OR BLOCKING,AND BRACED WALL PANELS (3)16d(31/2'x 0.1351 AT 16",(4)Tx 0.131"NAILS AT 16',OR(4)T 14 GAGE STAPLES AT 16" WELDING, STUD WELDING &WELDING OF STAIR/HANDRAIL SYSTEMS. 4x4 POSTS, HEADERS #2 6. SUBMITTALS: SUBMIT TO ARCHITECT(STRUCTURAL ENGINEER)AS INDICATED ON STRUCTURAL W W Z TOP PLATE TO STUD, END NAIL. (2)16d COMMON,(3)3"x 0.131'NAILS,OR(3)3"14 GAGE STAPLES 6x AND LARGER POSTS, BEAMS, STRINGERS #1 DRAWINGS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL REVIEW SUBMITTAL FOR 10. BOLTING: BOLTING OF STRUCTURAL STEEL SHALL MEET THE RESEARCH COUNCIL ON COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS PRIOR TO SUBMISSION. Ir �n STUD TO SOLE PLATE,TOENAIL {4)8d COMMON,(3}3"x 0.131"NAILS,OR(3)3"14 GAGE STAPLES STRUCTURAL CONNECTIONS(RCSC)2000 EDITION SPECIFICATIONS FOR STRUCTURAL 2. GRADE STAMPS: WHERE POSSIBLE ALL LUMBER GRADE STAMPS SHALL REMAIN ON v, Q STUD TO SOLE PLATE, END NAIL (2)16d(3 1/4"x 0.131'),(3)3"x 0.131"NAILS,OR(3)3"14 GAGE STAPLES JOINTS USING A325 &A490 BOLTS FOR TYPES X, N &SC. LUMBER AFTER INSTALLATION. CONVENTIONAL LUMBER SHALL MEET DOC PS 20 REQ. A. REQUEST FOR INFORMATION(RFI)SUBMITTALS: ACCOMPANY RFPs WITH PARTIAL STRUCTURAL W DOUBLE STUDS, FACE NAIL 16d(31/2'x 0.135'1 AT 24"o/c,Tx 0.131"NAILS AT 8"o,fc,OR 3'14 GAGE STAPLES AT 8'o/C FOUNDATION OR FRAMING PLANS SHOWING LOCATION IN QUESTION AND AFFECTED STRUCTURAL r n O t 1 1. CAMBER: ALL STEEL BEAMS SHALL HAVE STANDARD MILL CAMBER UNLESS NOTED MEMBERS. COPY PARTIAL PLAN FROM STRUCTURAL DRAWINGS AND INDICATE GRID LINE V, nr� DOUBLED TOP PLATES,TYPICAL FACE NAIL 16d(3112°x 0.135 AT 16'o/c,3"x 0,131'NAILS AT 12'o,c,OR T 14 GAGE STAPLES AT 12"01C 3. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL LOCATIONS AND FLOOR LEVEL. ALSO PROVIDE PROPERLY DRAWN ENGINEERING SKETCHES W 1 1 DOUBLED TOP PLATES, LAP SPLICE (8)16d COMMON,(12)3"x 0,131'NAILS,OR(12)3'14 GAGE STAPLES OTHERWISE ON THE STRUCTURAL PLANS. BE PRESSURE TREATED FIR. ALL NAILS TO PLATES TREATED w/BORATE MAY BE ILLUSTRATING ISSUES AND CONTRACTOR'S PROPOSED SOLUTIONS. PHOTOGRAPHS ARE NOT u� BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATES,TOENAIL (3)8d COMMON , (3)3"x 0.131"NAILS,OR(3)3"14 GAGE STAPLES STANDARD NAILS, FOR ALL OTHER PRESSURE TREATED PLATES, USE HOT DIP ACCEPTABLE SUBSTITUTES TO ENGINEERING SKETCHES, RIM JOIST TO TOP PLATE,TOENAIL, 8d(21/2"x 0.1311 AT 6^o%,Tx 0.131'NAILS AT 6"o/c,OR T14 GAGE STAPLES AT 6"o% GALVANIZED NAILS. 7. CONTRACT DOCUMENTS USE: REVIEW CONTRACT DOCUMENTS IN THEIR ENTIRETY BEFORE co n PERFORMING STRUCTURAL RELATED WORK AND BEFORE DEVELOPING SHOP DRAWINGS.BRING T- co TOP PLATES, LAP AND INTERSECTIONS,FACE NAIL. (2)16d COMMON,(3)3"x 0.131"NAILS,OR(3)3"14 GAGE STAPLES 4. PLYWOOD/OSB: EACH WOOD-BASED STRUCTURAL-USE PANEL USED FOR DIAPHRAGM NAILS DISCREPANCIES TO THE IMMEDIATE ATTENTION OF ARCHITECT(.STRUCTURAL ENGINEER)BEFORE CONTINUOUS HEADER,TWO PIECES. 16d COMMON AT 16'o/c ALONG EACH EDGE CONSTRUCTION SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF AN STARTING WORK. T- CEILING JOISTS TO PLATE,TOENAIL. (3)8d COMMON ,(5)3"x 0.131"NAILS,OR(5)3"14 GAGE STAPLES ICC-APPROVED COMPLIANCE ASSURANCE AGENCY.WOOD-BASED STRUCTURAL-USE W CONTINUOUS HEADER TO STUD,TOENAIL. (4)8d COMMON 1. DIAPHRAGM NAILING:ALL FLOOR SHEATHING, ROOF SHEATHING AND SHEAR PANELS PANELS SHALL MEET THE REQUIREMENTS OF DOC PS 1 OR PS 2. ALL PANELS SHALL BE A. SCALING OF DRAWINGS: NOT PERMITTED. M CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL-TABLE 2308.10.4.1 (2)16d COMMON MIN.,(4)3"x 0.131"NAILS,OR(4)3"14 GAGE STAPLES CONSTRUCTED USING WOOD-BASED STRUCTURAL-USE PANELS SHALL BE FASTENED GLUED WITH EXTERIOR TYPE GLUE MEETING APA SPECIFICATIONS. PANELS Co W CEILING JOISTS TO PARALLEL,RAFTERS, FACE NAIL-TABLE 2308.10.4.1 (2)16d COMMON MIN., (4)3"x 0.131"NAILS,OR(4)3"14 GAGE STAPLES WITH COMMON NAILS. HARDWARE SHALL BE NAILED PER MANUFACTURER'S PERMANENTLY EXPOSED TO THE OUTDOORS SHALL BE EXTERIOR TYPE. B. ADDITIONAL STRUCTURAL REQUIREMENTS: SEE SPECIFICATIONS. O REQUIREMENTS, OTHERWISE SHORT NAILS MAY BE USED. NAILING SHALL BE PER THE C. BUILDING GEOMETRY: SEE ARCHITECTURAL DRAWINGS FOR BUILDING GEOMETRY INCLUDING, BUT RAFTER TO PLATE,TOENAIL, (3)8d COMMON,(3)3"x 0.131"NAILS,OR(3)3"14 GAGE STAPLES BUILDING CODE UNLESS NOTED OTHERWISE ON THE PLANS OR DETAILS. 5. METAL CONNECTORS:ALL METAL CONNECTORS SHALL BE THOSE MANUFACTURED BY NOT LIMITED TO,TOP OF FLOOR AND ROOF ELEVATIONS;DEPRESSIONS;SLOPES;CURBS; DRAINS; J CD 1"BRACE TO EACH STUD AND PLATE, FACE NAIL. (2)ad COMMON, (2)3"x 0.131"NAILS,OR(3)3"14 GAGE STAPLES SIMPSON STRONG TIE OR USP LUMBER CONNECTORS. THE NAILS FOR THESE TRENCHES; SLAB AND DECK EDGE LOCATIONS;WALL OVERALL DIMENSIONS;AND SIZE AND 1"x 8"SHEATING OR LESS TO EACH BEARING, FACE NAIL. (3)8d COMMON 2. NAIL GUNS: MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT FOR NAILING OF CONNECTORS SHALL BE AS SPECIFIED BY THE MANUFACTURERS FOR CAPACITY OF THE LOCATIONS OF OPENINGS IN FLOORS, ROOF AND WALLS. W WIDER THAN 1"x 8"SHEATHING TO EACH BEARING, FACE NAIL. (3)8d COMMON PLYWOOD SHEAR WALLS, FLOOR SHEATHING AND ROOF SHEATHING. HARDWARE. ALL CALLOUTS REFER TO SIMPSON PRODUCT CODES AND NAMES. REFER TO CROSS REFERENCE TABLES PROVIDED BY USP IN THEIR PRODUCT CATALOGS. D. NON-STRUCTURAL ITEMS REQUIRING SPECIAL PROVISIONS: SEE ARCHITECTURAL, MECHANICAL, BUILT-UP CORNER STUDS. 16d COMMON AT 24'o/c,T x 0.131'NAILS AT 16"o/c,OR 3'14 GAGE STAPLES AT 16'o/c PLUMBING,AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS REQUIRING SPECIAL 3. NAIL MANUFACTURING:ALL NAILS MUST BE DOMESTICALLY MANUFACTURED&MEET THE PROVISIONS DURING CONSTRUCTION. THEY INCLUDE, BUT ARE NOT LIMITED TO,NON-STRUCTURAL BUILT-UP GIRDER AND BEAMS 20dCOMMON AT32"o/C,Tx0.131"NAILS AT24"o!C,OR 3114 GAGE STAPLES AT24'o/CAT REQUIREMENTS OF THE CURRENT BUILDING CODE. 6. FIRE STOPS: PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, WALLS;SIZE AND LOCATIONS OF OPENINGS AND SLEEVES PENETRATING STRUCTURE;SIZE AND AT TOP AND BOTTOM, STAGGERED CEILING AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL LOCATION OF CONCRETE CURBS AND PADS;AND SIZE AND LOCATION OF PIPING, DUCTWORK,AND (2)20d COMMON,(3)Tx 0.131'NAILS,OR(3)3"14 GAGE STAPLES ATENDS ANDATEACH SPLICE 4. GALVANIZED NAILS:ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRESTOPS ATA MAXIMUM EQUIPMENT ANCHORAGES MOUNTED OR SUSPENDED FROM STRUCTURE.VERIFY EXACT SIZE AND 2"PLANKS. (2)16d COMMON AT EACH BEARING GALVANIZED OR OTHER APPROVED COATING TO RESIST CORROSION UNLESS PRESSURE SPACING OF 10'-0"IN THE VERTICAL DIRECTION. PROVIDE 2x FIRE STOPS IN ALL FURRED LOCATION OF EQUIPMENT WITH EQUIPMENT MANUFACTURER. COLLAR TIE TO RAFTER, =ACE NAIL (3)10d COMMON,(4)3"x 0.131"NAILS,OR(4)3114 GAGE STAPLES TREATED PLATE IS TREATED WITH BORATE. SPACES,VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 10'-0"IN EACH 8. MATERIALS: FURNISH AND INSTALL IN COMPLIANCE WITH LEGALLY CONSTITUTED PUBLIC AUTHORITIES JACK RAFTER TO HIP,TOENAIL (3)10d COMMON,(4)3"x 0.131NAILS,OR(4)3"14 GAGE STAPLES DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. HAVING JURISDICTION INCLUDING COUNTY AND LOCAL ORDINANCES AND SAFETY ORDERS OF STATE " JACK RAFTER TO HIP,FACE NAIL (2)16d COMMON, (3)3"x 0.131"NAILS,OR(3)3"14 GAGE STAPLES 7. BOLT HOLES: IN WOOD SHALL BE 1/32"TO 1/16" LARGER THAN THE NOMINAL BOLT INDUSTRIAL ACCIDENT COMMISSION,OSHA. ROOF RAFTER TO 2x RIDGE BEAM,TOENAIL (2)16d COMMON,(3)3"x 0.131"NAILS,OR(3)3"14 GAGE STAPLES DIAMETER . ALL BOLTS SHALL HAVE A STANDARD CUT WASHER UNDER HEAD AND NUT 9. PENETRATIONS,EMBEDMENTS,AND OPENINGS IN STRUCTURAL MEMBERS: NO PENETRATION, ROOF RAFTER TO 2x RIDGE BEAM, FACE NAIL (2)16d COMMON,(3)3"x 0.131"NAILS, OR(3)3'14 GAGE STAPLES MANUFACTURED LUMBER PRODUCTS UNLESS NOTED OTHERWISE. EMBEDMENT,OPENING,SLEEVE,PIPE,OR CONDUIT SHALL OCCUR IN STRUCTURAL MEMBERS INCLUDING FOOTINGS,SLABS,WALLS,COLUMNS,AND BEAMS UNLESS SPECIFICALLY SHOWN OR JOIST TO BAND JOIST,FACE NAIL (3)16d COMMON,(4)3"x 0.131"NAILS,OR(4)3"'14 GAGE STAPLES 1. MANUFACTURED LUMBER:ALL MANUFACTURED SHALL HAVE ICC APPROVAL FOR THE LATEST 8. BOLTS:ALL BOLTS USED FOR WOOD CONNECTIONS SHALL BE ASTM A307, U.N.O. ALL INDICATED ON STRUCTURAL DRAWINGS. LEDGER STRIP, FACE NAIL (3)16d COMMON,(4)3"x 0.131"NAILS,OR(4)3"14 GAGE STAPLES BUILDING CODE. NUTS AND BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, 10. TYPICAL DETAILS: DETAILS ON SO SERIES SHEETS ARE APPLICABLE THROUGHOUT PROJECT WHEREVER FOR ITEMS 31-34 AND ALL FOOTNOTES, REFER TO CBC FASTENING SCHEDULE TABLE 2304.9,1 PLASTER, ETC. THE DESCRIBED CONDITION OCCURS AND MAY OR MAY NOT BE SPECIFICALLY REFERENCED ON 2. SIZES&STRENGTH:THE FOLLOWING MINIMUM DESIGN VALUES MUST BE ACHIEVED FOR EACH STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THESE DETAILS AND TYPE OF MANUFACTURED LUMBER SPECIFIED ON THE STRUCTURAL PLANS. 9. NOTCHING&CUTTING: STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNDERSTANDING EXTENT OF THEIR APPLICATION PRIOR TO PERFORMING WORK. UNLESS SPECIFICALLY DETAILED. NOTCHING OF HORIZONTAL STRUCTURAL MEMBERS STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO THE BUILDING CODE. NOTCHING AND BORING OF STUDS AND TOP PLATES SHALL CONFORM TO THE BUILDING CODE. MINIMUM DESIGN VALUESOF N 13EAM TYPE 10. JOIST BLOCKING: PROVIDE 2x BLOCKING BETWEEN CONVENTIONAL JOISTS AND RAFTERS ABBREVIATIONS �' Fb(PSI) Fv(PSI) E(PSI x 10^+z) AT ALL BEARING SUPPORTS. PROVIDE SOLID BLOCKING AT I-JOIST SHEAR WALLS. C7 PROVIDE BLOCKING WHEN I-JOISTS ARE NON-CONTINUOUS OVER BEARING SUPPORT. AB ■ ANCHOR BOLT GT _ GIRDER TRUSS * '� PSL- PARALLAM 2,900 290 2.0 FOR CONTINUOUS I-JOIST, PROVIDE(1) 16d PER JOIST TO TOP PLATE, AND OMIT ABV . ABOVE HDR = HEADER , BLOCKING AT BEARING SUPPORTS.CROSS BRIDGING OR SOLID BLOCKING SHALL BE ADD'L . ADDITIONAL HGR _ HANGER I LVL- MICROLAM 2,600 285 1.9 PROVIDED AT 8'-0"O/C MAXIMUM FOR ALL CONVENTIONAL JOISTS MORE THAN 12" DEEP ALT ■ ALTERNATE IBC = INTERNATIONAL BUILDING CODE to LSL-TIMBERSTRAND 2,325 310 1.55 UNLESS BOTH EDGES ARE HELD IN LINE FOR THEIR ENTIRE LENGTH. AWA . ALIGN WITH ABOVE IN _ INCH 2N RIM -TIMBERSTRAND 1,700 400 1.3 BEW = BOTTOM EACH WAY INFO INFORMATIONSOA 0_909054`L11. JOIST HANGERS: FOR I-JOISTS, PROVIDE SIMPSON 'IUS"HANGER. FOR CONVENTIONAL BLK = BLOCK INT - INTERIOR ti JOIST, USE SIMPSON "LUS"HANGER, OR EQUIVALENT. BLKG = BLOCKING JST = JOIST 9p�ESS10 3. I-JOISTS: PROVIDE FLOOR I-JOISTS AS MANUFACTURED BY I-LEVEL OR APPROVED EQUAL.THE BLW = BELOW LSL LAMINATED STRAND LUMBER FLOOR I-JOIST SIZES NOTED ON PLAN REFERENCE I-LEVEL PRODUCT. 12. BEAM BEARING: ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLESS NOTED BM = BEAM LVL LAMINATED VENEER LUMBER OTHERWISE. BN = BOUNDARY NAILING MAX = MAXIMUM ERG = BEARING MFR = MANUFACTURER 13. CONVENTIONAL FRAMING: ALL CONVENTIONAL FRAMED PORTIONS OF THE STRUCTURE BTM = BOTTOM MIN - MINIMUM LOCAL STRUCTURES ARE TO BE CONSTRUCTED PER SECTION 2308 OF THE CBC. BTWN = BETWEEN MULT _ MULTIPLE BTR = BETTER N/A = NOT APPLICABLE 14. WALLS ON WOOD FLOOR: PROVIDE SINGLE FLOOR JOIST BELOW NON-BEARING, CBC = CALIFORNIA BUILDING CODE N,/P - NOT PROVIDED PARALLEL WALLS 10'-0"OR LONGER. CLG = CEILING O/C _ ON CENTER CONC = CONCRETE PI PLASTICITY INDEX GENERAL 15. FINGER JOINTED STUDS: IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED DBL = DOUBLE PLT - PLATE NOTES (FINGER-JOINTED) LUMBER. ALL FINGER-JOINTED LUMBER MUST BE"CER EXT JNTS"AND DF = DOUGLAS FIR PLYWD PLYWOOD CONFORM WITH THE WWPA'S GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL. DIA = DIAMETER PNL PANEL FINGER-JOINTED LUMBER IS TO BE STAMPED WITH"CER EXT JNTS"AND MAY BE USED DJ = DECK JOIST PSL _ PARALLEL STRAND LUMBER INTERCHANGEABLE WITH ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES DP = DEEP PT POST TENSION AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN THE STRUCTURAL GENERAL DR = DROP REV _ REVISION NOTES AND CALCULATIONS. EA = EACH RF ROOF DATE: 06/03/15 16. PLATE WASHERS AT NON-SILL PLATE APPLICATION: MINIMUM SIZE FOR SQUARE PLATE EI = EXPANSION INDEX RR - ROOF RAFTER WASHERS: (REFER TO PLANS FOR SILL PLATE WASHER REQUIREMENTS.) EMBED = EMBEDMENT SHTG _ SHEATHING EN EDGE NAILING SIM SIMILAR PLATE WASHERS EW - EACH WAY SPN - SOLE PLATE NAILING JOB NO.: 15-2710 NON SILL PLATE APPLICATION EWB - ENGINEERED WOOD BEAM SQ _ SQUARE EXT = EXTERIOR SQSH _ SQUASH BOLT SIZE PLATE WASHER SIZE FA - FROM ABOVE STD - STANDARD SCALE: " i6"x 2"x 2" FDN - FOUNDATION SW = SHEAR WALL FH FULL HEIGHT TP _ TOP PLATE X 2_2""X 22" FJ - FLOOR JOIST TSL _ TRIANGULAR STRAND LUMBER SHEET # 4" 6"x 2 4"x 2 24" FL FLUSH TYP TYPICAL e" 6"X 3"X 3" FLR - FLOOR UBC - UNIFORM BUILDING CODE sFNGR = FINGER UNO UNLESS NOTED OTHERWISE x 3 1" 3'x 3 2" FRMG - FRAMING WWM WELDED WIRE MESH FT - FEET W/ _ WITH GA = GAGE W/O _ WITHOUT GLB - GLU-LAM DEPUTY SPECIAL INSPECTOR QUALITY ASSURANCE (STRUCTURAL OBSERVATION, MATERIALS TESTING, AND SPECIAL INSPECTION). -- 1. STRUCTURAL OBSERVATION: INNOVATIVE 1. DEPUTY SPECIAL INSPECTIONS SHAL,_ BE PROVIDED BY: A. COORDINATION RESPONSIBILITIES OF CONTRACTOR: NOTIFY ARCHITECT(STRUCTURAL ENGINEER)48 HOURS IN ADVANCE OF CRITICAL STAGES OF CONSTRUCTION INDICATED BELOW SO VISITS MAY BE SCHEDULED BY STRUCTURAL OBSERVER. FAILURE BY CONTRACTOR TO MEET OBSERVATION SCHEDULE MAY REQUIRE REMOVAL OF SUBSEQUENT WORK FOR OBS STRUCTURAL REPLACEMENT OF FINISHED WORK OR FRAMING DAMAGED BY REMOVAL PROCESS OR AS REQUIRED FOR CORRECTIVE ACTION. SERVATION.CONTRACTOR TO BEAR COSTS OF REMOVAL AND C URAL NAME: B. PRE-CONSTRUCTION MEETING: OWNER MAY COORDINATE AND CALL FOR MEETING BETWEEN ARCHITECT(STRUCTURAL ENGINEER)RESPONSIBLE FOR STRUCTURAL DESIGN,STRUCTUFAL OBSERVER,CONTRACTOR,AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTOR. STRUCTURAL OBS RV PHONE NUMBER: THAT AFFECT VERTICAL AND LATERAL LOAD RESISTING SYSTEMS OF STRUCTURE AND TO REVIEW SCHEDULE OF STRUCTURAL OBSERVATION, MATERIALS TESTING,AND SPECIAL INSPECTION OF PROJECT. E ER WILL PRESIDE OVER THIS MEETING. PURPOSE OF MEETING IS TO IDENTIFY MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS ENGINEERING C. CRITICAL STAGES OF CONSTRUCTION REQUIRING STRUCTURAL OBSERVATION: 2. SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER TO PROVIDE SPECIAL INSPECTIONS i. CASTING OF FIRST CONCRETE FOOTING. 29970 TECHNOLOGY DR ii. FRAMING &PRE-CONCRETE POUR REBAR OBSERVATIONS SUITE 108 AS REQUIRED PER THE PLANS. 2. MILL TEST REPORTS CERTIFYING MATERIALS: CONTRACTOR TO SUBMIT MILL TEST REPORTS CERTIFYING REINFORCING STEEL,STRESSING TENDONS,AND STRUCTURAL STEEL ARE OF IDENTIFIABLE TESTED STOCK TO OWNER,SPECIAL INSPECTOR,ARCHITECT(STRUCTURAL ENGINEER AND U MURRIETA, CA 92563 CANNOT BE MADE AVAILABLE OR IF MATERIAL CANNOT BE IDENTIFIED,TESTING LABORATORY WILL PERFORM TESTS AS DIRECTED BY ARCHITECT(STRUCTURAL ENGINEER). CONTRACTOR SHALL PAY TESTING RELATED TO TESTS AND INSPECTIONS OF UNI ) PON REQUEST,TO GOVERNING CODE AUTHORITY. ENSURE MATERIALS ARE PROPERLY TAGGED FOR IDENTIFICATION. IF MILL TEST REPORTS TEL: 951 600-0032 ( ) 3. SPECIAL INSPECTOR: A QUALIFIED PERSON, EMPLOYED BY THE OWNER, WHO HAS REPLACING DEFICIENT MATERIALS. UNIDENTIFIABLE MATERIALS FURNISHED WITHOUT MILL LABORATORY FOR COSTS TEST REPORTS, MATERIALS FOUND DEFICIENT AFTER INITIAL TESTS AND INSPECTIONS,OR MATERIALS FAX: (951) 600-0036 DEMONSTRATED COMPETENCE TO THE SATISFACTION CF THE BUILDING OFFICIAL FOR A. ULTRASONIC EXAMINATION OF HEAVY ROLLED SHAPES AND THICK PLATES AT PROPOSED WELDED MOMENT CONNECTIONS: WHERE COMPLETE PENETRATION GROOVE WELDS OCCUR AT GROUPS 4 AND 5 STRUCTURAL STEEL SHAPES,AS DEFINED IN ASTM A6 AND PLATES EXCEEDING<INCHES THICK,SUBMIT MILL TEST REPORTS TO ARCHITECT(STRUCTURAL ENGINEER)AND, UPON REQUEST,TO GOVERNING CODE AUTHORITY. Wvvw.InnovativeStructuralEng.com INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING MILL TEST REPORTS SHALL CERTIFY THAT CHARPY V-NOTCH TESTING WAS CONDUCTED IN COMPLIANCE WITH ASTM A6,SUPPLEMENTARY REQUIREMENT S5, INCLUDING IMPACT TEST COMPLYING WITH ASTM A673 AT FREQUENCY P WITH MINIMUM AVERAGE VALUE OF 20 FT.-LBS.ABSORBED ENERGY AT 70 DEGREES FAHRENHEIT. SPECIAL INSPECTION. DUTIES INCLUDE VISUAL INS AND REL AND FIELD MEASUREMENTS 3. CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATION: SUBMIT FOR STRUCTURAL STEEL,GLU-LAMS,AND PLYWOOD-WEB JOISTS, PRECAST CONCRETE IN COMPLIANCE WITH APPLICABLE CODE SECTION 1701.7. SUBMIT TO OWNER,TESTING LABORATORY,ARCHITECT (STRUCTURAL OF MATERIALS, OBTAINING SPECIMENS FOR TESTS AND RELATED ACTIONS INCLUDING ( URAL ENGINEER)AND GOVERNING CODE AUTHORITY. 4. WELD TESTING AND INSPECTION: TESTING LABORATORY WILL SUBMIT WELD TEST RESULTS TO OWNER,CONTRACTOR,ARCHITECT(STRUCTURAL ENGINEER)AND, UPON REQUEST,TO GOVERNING CODE AUTHORITY. SEE SPECIFICATIONS FOR TESTING REQUIREMENTS NOT INDICATED ON STRUCTURAL DRAWINGS. No: Revision: Date: PREPARATION OF REPORTS. A. STRUCTURAL STEEL WELDING: APART FROM VISUAL INSPECTION AND REVIEW OF FABRICATION AND ERECTION REPORTS OF FABRICATOR/ERECTORS OWN QUALITY CONTROL TESTING ANC INSPECTION,OWNER'S TESTING LABORATORY WILL PERFORM INDICATED SHOP AND FIELD INSPECTION AND TESTING.TESTING LABORATORY WILL BE AWS Q.C.-1 CERTIFIED AND WILL PROVIDE INSPECTORS FOR CONTINUOUS INSPECTION OF STEEL FABRICATION AND ERECTION AND STRUCTURAL WELDING. SHOP AND FIELD TESTING OF MATERIALS AND WELDING WILL BE AS FOLLOWS: 4. CONTINUOUS INSPECTION: ON SITE INSPECTION BY THE SPECIAL INSPECTOR ON A I. ULTRASONIC TESTING IS REQUIRED FOR ALL(100%)PARTIAL AND COMPLETE PENETRATION WELDS. TEST GROOVE WELDING ON CONTINUITY PLATES BY ULTRASONIC TESTING AFTER BEAM FLANGE WELD CONNECTION. TESTING WILL BE PERFORMED 24 HOURS O CONTINUOUS BASIS OBSERVING ALL WORK REQUIRING SPECIAL INSPECTION. II. BASE METAL THICKER THAN 1-1/2 INCHES,SUBJECTED TO THROUGH THICKNESS WELD SHRINKAGE,WILL BE ULTRASONICALLY TESTED DIRECTLY BEHIND SUCH WELDS 48 HOURS OR MORE AFTER COMPLETION OF WELDING. R MORE AFTER COMPLETION OF WELDING. WELD BACKING REMOVAL AREAS AND FILLET WELDS WILL BE SUBJECTED TO MAGNETIC PARTICLE EXAMINATION. III. WELDS SHALL BE VISUALLY INSPECTED AND PERIODICALLY MEASURED(15 PERCENT MINIMUM). 5. PERIODIC INSPECTION: INTERMITTEN_-INSPECTION AS PERMITTED BY THE PLAN, SPECIFIED IV. CHECK 10 PERCENT OF FILLET WELDS BY MAGNETIC PARTICLE(ASTM 109 METHOD). CHECK 25 PERCENT OF CONTINUITY PLATE FILLET WELDS AND BEAM FILLET WELDS(100 PERCENT IN MOMENT ZONES)BY MAGNETIC PARTICLE. AT PRE-DETERMINED INTERVALS OR MORE FREQUENTLY AS WORK PROGRESSES. NO V. ULTRASONICALLY TEST COLUMN FLANGES LOCATED AT PROPOSED WELDED MOMENT CONNECTIONS,CONTINUITY PLATES,DOUBLER PLATES AND BASE PLATES WHERE COLUMN FLANGE OR PLATE THICKNESS EXCEEDS 1-1/2 INCHES. TEST FOR EVIDENCE OF LAMINATIONS INCLUSIONS OR OTHER DISCONTINUITIES INACCORDANCE WITH ASTM A435,STRAIGHT BEAM STRUCTURAL SHAPES,AS APPLICABLE. TEST ZONE TO INCLUDE AREA 6 INCHES ABOVE AND BELOW EACH BEAM FLANGE CONNECTION. FOR PLATES,ANY DISCONTINUITY CAUSING A TOTAL LOSS OF BACK REFLECTION NOT CONTAINED WITHIN 3-INCH DIAMETER CIRCLE,OR ONE-HALF THICKNESS OF PLATE,WHICHEVER IS GREATER,WILL BE REJECTED, FOR ROLLED SHAPES,ASTM 898,LEVEL 1 CRITERIA APPLIES.TESTING WILL BE PERFORMED ON MATERIAL PRIOR TO FABRICATION, SIGNIFICANT ELEMENTS OR AREAS SHALL BE COVERED BY ADDITIONAL WORK UNTIL AFTER FABRICATION,AND AFTER FINAL WELDING OF BEAM. APPROVED BY THE BUILDING OFFICIAL AND/OR SPECIAL INSPECTOR. VI. AMPERAGE,VOLTAGE,POLARITY AND ELECTRODE STICK OUT WILL BE VERIFIED FOR COMPLIANCE WITH ELECTRODE MANUFACTURER'S RECOMMENDATIONS. 5. CONTINUOUS SPECIAL INSPECTION: UNLESS OTHERWISE INDICATED, CONTINUOUS SPECIAL INSPECTION WILL BE PERFORMED BY SPECIAL INSPECTOR COMPLYING WITH APPLICABLE CODE SECTION 1701 AND SPECIFICALLY APPROVED BY GOVERNING CODE AUTHORITY FOR EACH INSPECTION 6. REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL IN A TIMELY MANNER AS (STRUCTURAL ENGINEER).SEE SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS.REFER TO THE YES/NO BOX BELOW IN THE PROGRAM FOR APPLICABILITY OF EACH ITEM TO THIS PROJECT. CATEGORY BELOW. PERIODIC INSPECTION IS NOT PERMITTED UNLESS INDICATED IN THE PROGRAM OR OTHERWISE ACCEPTED BY ARCHITECT DETERMINED BY THE BUILDING OFFICIAL. SPECIAL INSPECTION PROGRAM PER SECTION 1704 REQUIRED VERIFICATIONS AND INSPECTIONS OF SEISMIC RESISTANCE-SECTION 1707 REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS-TABLE 1704.9 MASONRY LEVEL 1 INSPECTION REQUIREMENTS(OCC.CATEGORY 1,II,III BUILDINGS)-TABLE 1704.5.1 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION-TABLE 1704.3 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC Yes No VERIFICATION AND INSPECTION CONTINUOUS PERIODIC Yes No INSPECTION TASK CONTINUOUS PERIODIC Yes No VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC Yes No 1.SEISMIC FORCE RESISTING SYSTEMS IN STRUCTURES ASSIGNED ■ ❑ 1.OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE ® ❑ ❑ ■ 1.COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF 1. MATERIAL VERIFICATION OF HI-STRENGTH BOLTS,NUTS AND TO SEISMIC DESIGN CATEGORY C,D,E,F AND ACCURATE RECORDS FOR EACH PIER THE CONSTRUCTION DOCUMENTS AND THE APPROVED ❑ ■ ❑ ■ WASHERS: 2.DESIGNATED SEISMIC SYSTEMS IN STRUCTURES ASSIGNED TO 2.VERIFY PLACEMENT LOCATIONS AND PLUMBNESS,CONFORM SUBMITTALS SHALL BE VERIFIED. A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SEISMIC DESIGN CATEGORY D,E,F: PIER DIAMETERS,BELL DIAMETERS(IF APPLICABLE),LENGTHS, ® ❑ ❑ ® 2.VERIFICATION OF fm AND f AAC PRIOR TO CONSTRUCTION SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. ❑ ■ ® ❑ EMBEDMENT INTO BEDROCK(IF APPLICABLE)AND ADEQUATE EXCEPT WHERE SPECIFICALLY EXEMPTED BY CODE. ❑ ® ❑ A.STRUCTURAL STEEL: ® ❑ ❑ ■ END BEARING STRATA CAPACITY. B.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. ❑ REQUIRED IN ACCORDANCE WITH QUALITY ASSURANCE PLAN 3.VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO ® OF AISC 341. 3.FOR CONCRETE PIERS,PERFORM ADDITIONAL INSPECTIONS IN THE SITE FOR SELF-CONSOLIDATING GROUT. ® ° 112. INSPECTION OF HIGH-STRENGTH BOLTING: EXCEPTAT: ACCORDANCE WITH SECTION 1704.4. ❑ ❑ ❑ ■ La. STEEL STRUCTURES IN CATEGORY < 4.AS MASONRY CONSTRUCTION BEGINS,THE FOLLOWING A.SNUG-TIGHT JOINTS ❑ ® ® ❑ EXCLUDING CANTILEVERED COLUMN SYSTEMS 4.FOR MASONRY PIERS,PERFORM ADDITIONAL INSPECTIONS IN ❑ ❑ ❑ ® SHALL BE VERIFIED TO ENSURE COMPLIANCE B.PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT ACCORDANCE WITH SECTION 1704.5. WITH MATCHMARKING,TWIST-OFF BOLT OR DIRECT TENSION 11 ■ ■ ❑ ii.b. ORDINARY MOMENT FRAMES,ULTRASONIC AND A. PROPORTIONS OF SITE-PREPARED MORTAR. ❑ ® ° ® INDICATOR METHODS OF INSTALLATION MAGNETIC PARTICLE TESTING OF UP WELDS ARE ONLY REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS-•TABLE 1704.8 REQUIRED AT DEMAND CRITICAL WELDS. VERIFICATION AND INSPECTION CONTINUOUS PERIODIC Yes No B. CONSTRUCTION OF MORTAR JOINTS. ❑ ■ ❑ ® C.PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS ■ ❑ ■ ❑ B.STRUCTURAL WOOD: C. LOCATION OF REINFORCEMENT,CONNECTORS, OF INSTALLATION 1.VERIFY PILE MATERIALS,SIZES AND LENGTHS COMPLY WITH ® ❑ El PRESTRESSING TENDONS AND ANCHORAGES. 11 11 ■ O I.GLUING OPERATIONS OF SEISMIC RESISTING SYSTEM ■ ❑ ❑ ■ THE REQUIREMENTS. 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL&COLD-FORM DECK ii.NAILING,BOLTING,ANCHORING AND OTHER FASTENING ❑ ® ® ❑ 2.DETERMINE CAPACITIES OF TEST PILES AND CONDUCT ® p p ® D. PRESTRESSING TECHNIQUE. ❑ ® ❑ ® A.FOR STRUCTURAL STEEL,IDENTIFICATION MARKINGS TO 11 ® ® ❑ OF COMPONENTS OF THE SEISMIC RESISTING SYSTEM ADDITIONAL LOAD TESTS,AS REQUIRED. E. GRADE AND SIZE OF PRESTRESSING TENDONS AND CONFORM TO AISC 360, Q M INCLUDING:WOOD SHEAR WALLS,WOOD DIAPHRAGMS, ANCHORAGES. 11 ❑ ■ I 1 I `,, w DRAG STRUTS,BRACES,SHEAR PANELS AND HOLD-DOWNS. 3.OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE ■ ❑ ❑ ■ B.FOR OTHER STEEL,IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION ❑ ■ ■ ❑ / ♦ EXCEPTION:NOT REQUIRED AT SHEAR WALLS,DIAPHRAGMS O AND ACCURATE RECORDS FOR EACH PILE. 5.DURING CONSTRUCTION THE INSP.PROGRAM SHALL VERIFY: DOCUMENTS. V INCLUDING NAILING,BOLTING,ANCHORING TO OTHER 4.VERIFY PLACEMENT LOCATIONS AND PLUMBNESS,CONFIRM A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. ❑ ■ ❑ ® C.MANUFACTURERS'CERTIFIED MILL TEST REPORTS. ❑ ® ® ❑ MEMBERS OF THE SEISMIC SYSTEM WHERE THE FASTENER TYPE AND SIZE OF HAMMER,RECORD NUMBER OF BLOWSZ >_ SPACING OF THE SHEATHING IS MORE THAN 4"O.C. PER FOOT OF PENETRATION,DETERMINE REQUIRED ® ❑ ° ■ B. TYPE,SIZE AND LOCATION OF ANCHORS,INCLUDING 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: PENETRATIONS TO ACHIEVE DESIGN CAPACITY,RECORD TIP OTHER DETAILS OF ANCHORAGE OF MASONRY TO C. COLD-FORMED STEEL FRAMING:INSPECTION OF WELDING AND BUTT ELEVATIONS AND DOCUMENT ANY PILE DAMAGE. STRUCTURAL MEMBERS,FRAMES OR OTHER ° ® ❑ ■ A.IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION OF SEISMIC RESISTING SYSTEM,SCREW ATTACHMENT, ❑ ® ❑ ® ❑ ■ ■ ❑ . BOLTING,ANCHORING,AND FASTENING OF ITEMS IN SEISMIC CONSTRUCTION, IN THE APPROVED CONSTRUCTION DOCUMENTS Q O S.FOR STEEL PILES,PERFORM ADDITIONAL INSPECTIONS IN ® RESISTING SYSTEM,INCLUDING STRUTS,BRACES,AND ACCORDANCE WITH SECTION 1704.3. ❑ ❑ ❑ ■ C. SPECIFIED SIZE,GRADE AND TYPE OF REINFORCEMENT, El ® p B.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. p ■ ❑® v HOLD-DOWNS. ANCHOR BOLTS,PRESTRESSING TENDONS,AND EXCEPT:IF SHEATHING IS GYPSUM OR FIBERBOARD.OR IF 6.FOR CONCRETE PILES AND CONCRETE-FILLED PILES,PERFORM ANCHORAGES. 5. INSPECTION OF WELDING: � fr Q SHEATHING IS WOOD STRUCTURAL PANEL OR STEEL SHEETS ADDITIONAL INSPECTIONS IN ACCORDANCE WITH SECTION ❑ ❑ ❑ ■ A.STRUCTURAL STEEL: W ON ONE SIDE WITH FASTENERS MORE THAN 4' O.C. 1704.4. D. WELDING OF REINFORCING BARS. ® ❑ p E.STORAGE RACKS AND ACCESS FLOORS: REQUIRED DURING 7.FOR SPECIALTY PILES,PERFORM ADDITIONAL INSPECTIONS E. PREPARATION,CONSTRUCTION AND PROTECTION OF (1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS ■ ❑ ■ ❑ U) < ANCHORAGE OF ACCESS FLOORS AND STORAGE RACKS 8 ❑ ® ❑ AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL ❑ ❑ ❑ ■ MASONRY DURING COLD WEATHER(TEMP BELOW 407) ❑ ® p ® (2) MULTIPASS FILLET WELDS. ® ❑ ® ❑ FEET OR HIGHER IN SEISMIC DESIGN CATEGORY D,E,F. IN RESPONSIBLE CHARGE. OR HOT WEATHER(TEMP ABOVE 907) ♦/'� ' 'Wf J O (3) SINGLE-PASS FILLET WELDS>5/16" ® ❑ ® ° v J � F.ARCHITECTURAL COMPONENTS:REQUIRED DURING ❑ ® ❑ ® B.FOR AUGERED UNCASED PILES AND CAISSON PILES,PERFORM F. APPLICATION AND MEASUREMENT OF PRESTRESSING ERECTION&FASTENING OF EXTERIOR CLADDING,INTERIOR INSPECTIONS IN ACCORDANCE WITH SECTION 1704.9. El ❑ ® FORCE. ❑ ■ ❑ ■ (4) PLUG AND SLOT WELDS &EXTERIOR NON-BEARING WALLS,VENEER IN STRUCTURES ® 11 ® ❑ ASSIGNEDTO SEISMIC DESIGN CATEGORY D,E,F. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION-TABLE 1704.4 6.PRIOR TO GROUTING,THE FOLLOWING SHALL BE VERIFIED (5) SINGLE-PASS FILLET WELDS< 5/16" ❑ ■ ® ❑ ^ VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC Yes No TO ENSURE COMPLIANCE: r■ , EXCEPTIONS:SPECIAL INSPECTION IS NOT REQUIRED FOR: (6) FLOOR AND ROOF DECK WELDS ❑ ® ® ° � T v,� 1. EXTERIOR CLADDING,NON-BEARING WALLS& A. GROUT SPACE IS CLEAN VENEER 30FT OR LESS ABOVE GROUND 1. INSPECTION OF REINFORCING STEEL,INCLUDING PRESTRESSING ❑ ® ❑ ® B.REINFORCING STEEL: ❑ ❑ ■ ° T� 2. CLADDING&VENEER WEIGHING 5 PSF OR LESS. TENDONS,AND PLACEMENT. 13 ® ❑ ® B. PLACEMENT OF REINFORCEMENT AND CONNECTORS I 1 3. INTERIOR NON-BEARING WALLS WEIGHING 15 PSF OR AND PRESTRESSING TENDONS AND ANCHORAGES 11 VERIFICATION OF WELDABILITY OF REINFORCING STEEL W ^/1 ® ■ ■ ■ ❑ (W� W LESS. 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE ° ❑ 13 ® OTHER THAN ASTM A 706 ❑ WITH TABLE 1704.3,ITEM 5B. G.ELECTRICAL AND MECHANICAL COMPONENTS: 11 ® ❑ ®C. PROPORTIONS OF SITE-PREPARED GROUT AND (2) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES O PRESTRESSING GROUT FOR BONDED TENDONS. IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,AND r n 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO ■ ❑ 11 �,J)■ BOUNDARY ELEMENTS OR SPECIAL REINFORCED CONCRETE ■ ❑ ■ ❑ L ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR El ❑ ■ AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE D. CONSTRUCTION OF MORTAR JOINTS. ❑ ■ ❑ ■ SHEAR WALLS AND SHEAR REINFORCEMENT. �. STANDBY POWER SYSTEMS IN STRUCTURES ASSIGNED TO LOADS WERE INCREASED OR WHERE STRENGTH DESIGN IS USED SEISMIC DESIGN CATEGORY C,D,E,R 7.GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE (3) SHEAR REINFORCEMENT. ® ° ■ ❑ 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE 11 ■ p COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT ff.INSTALLATION OF ANCHORAGE OF OTHER ELECTRICAL PROVISIONS. ® E] ° ® (4) OTHER REINFORCING STEEL. p ® ® ❑ EQUIPMENT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN p ® ❑ ® 5. VERIFYING USE OF REQUIRED DESIGN MIX. CATEGORY C,D,E,F. ° ® ° ® A. GROUTING OF PRESTRESSING BONDED TENDONS. ® ❑ ❑ ® 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE APPROVED CONSTRUCTION DOCUMENTS: ❑ ■ ® p HLINSTALLATION OF PIPING SYSTEMS INTENDED TO CARRY SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND AIR ® ° ° ■ 8.PREPARATION OF ANY REQUIRED GROUT SPECIMENS, A.DETAILS SUCH AS BRACING AND STIFFENING FLAMMABLE,COMBUSTIBLE OR HIGHLY TOXIC CONTENTS AND CONTENT TESTS,AND DETERMINE THE TEMPERATURE OF THE MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. ® ❑ 11 ❑ ❑ ■ ❑ THEIR ASSOCIATED MECHANICAL UNITS IN STRUCTURES ❑ ■ ❑ ■ CONCRETE. B.MEMBER LOCATIONS 11 11 ■ ❑ ASSIGNED SEISMIC DESIGN CATEGORY C.D,E,F. 9.COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR THE CONSTRUCTION DOCUMENTS AND THE APPROVED ❑ ■ ❑ ■ C.APPLICATION OF JOIST DETAILS AT EACH CONNECTION ❑ p ■ ❑ iv.HAZARDOUS A HVAC DUCTWORK THAT WILL CONTAIN PROPER APPLICATION TECHNIQUES. ❑ ❑ ® SUBMITTALS SHALL BE VERIFIED. HAZARDOUS MATERIALS IN STRUCTURES ASSIGNED TO SEISMIC ❑ ® ❑ ® STRUCTURAL STEEL INSPECTION&EXCEPTIONS:(1704.2.2&1704.3) DESIGN CATEGORY C,D,E,F. 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING ❑ ® ❑ ■ MASONRY LEVEL 2 INSPECTION REQUIREMENTS(OCC.CATEGORY IV BUILDINGS)-TABLE 1704.5.3 1. SPECIAL INSPECTIONS AS NOTED IN THE TABLE ABOVE ARE NOT REQUIRED WHERE THE WORK IS PERFORMED ON TEMPERATURE AND TECHNIQUES. THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL v.INSTALLATION OF VIBRATION ISOLATION SYSTEMS IN VERIFICATION AND INSPECTION CONTINUOUS PERIODIC Yes No INSPECTION. STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C,D,E, 9. INSPECTION OF PRESTRESSED CONCRETE: F WHERE THE CONSTRUCTION DOCUMENTS REQUIRE A 2. SPECIAL INSPECTION OF THE STEEL FABRICATION PROCESS SHALL NOT BE REQUIRED WHERE THE FABRICATOR DOES NOMINAL CLEARANCE OF 0.25 INCHES OR LESS BETWEEN THE ° ■ ❑ ® A1.COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF NOT PERFORM ANY WELDING,THERMAL CUTTING OR HEATING OPERATION OF ANY KIND AS PART OF THE . APPLICATION OF PRESTRESSING FORCES. ® ❑ 13 ■ THE CONSTRUCTION DOCUMENTS AND THE APPROVED ❑ ■ ❑ ■ EQUIPMENT SUPPORT FRAME AND RESTRAINT. FABRICATION PROCESS.IN SUCH CASES,THE FABRICATOR SHALL BE REQUIRED TO SUBMIT A DETAILED PROCEDURE B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SUBMITTALS SHALL BE VERIFIED. FOR MATERIAL CONTROL THAT DEMONSTRATES THE FABRICATOR'S ABILITY TO MAINTAIN SUITABLE RECORDS AND I. SEISMIC ISOLATION SYSTEM:FABRICATION AND INSTALLATION SEISMIC-FORCE-RESISTING SYSTEM. ■ ❑ 11 ® PROCEDURES SUCH THAT,AT ANY TIME DURING THE FABRICATION PROCESS,THE MATERIAL SPECIFICATION, 2.VERIFICATION OF fm AND fAAC PRIOR TO CONSTRUCTION GRADE AND MILLTEST REPORTS FOR THE MAIN STRESS-CARRYING ELEMENTS ARE CAPABLE OF BEING OF ISOLATOR UNITS AND ENERGY DISSIPATION DEVICES THAT ❑ ■ El AND FOR EVERY 5,000 SQUARE FEET DURING 11 ® ❑ ® DETERMINED. ARE PART OF THE SEISMIC ISOLATION SYSTEM. 9. ERECTION OF PRECAST CONCRETE MEMBERS. p ■ p ■ CONSTRUCTION. 3. 'THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, ! QF NSr✓ REQUIRED VERIFICATIONS AND INSPECTIONS OF WIND RESISTANCE-SECTION 1706 10.VERIFICATION OF IN-SITU CONCRETE STRENGTH,PRIOR TO 3.VERIFICATION OF PROPORTIONS OF MATERIALS ON PROVIDED THE MATERIALS,WELDING PROCEDURES,AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO �tr� Go VERIFICATION AND INSPECTION CONTINUOUS PERIODIC Yes No STRESSING OF TENDONS IN POSTTENSIONED CONCRETE AND p ® ° ® PREMIXED OR PREBLENDED MORTAR AND GROUT AS ❑ ® p ® START OF THE WORK;PERIODIC INSPECTIONS ARE MADE OF THE WORK IN PROGRESS;AND A VISUAL.INSPECTION PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND DELIVERED TO THE SITE. OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. STRUCTURAL SLABS. 3.1 SINGLE PASS FILLET WELDS NOT EXCEEDING X6"IN SIZE. 1.REQUIRED IN WIND EXPOSURE CATEGORY B,WHERE 3-SECOND3.2 FLOOR AND ROOF DECK WELDING 11 ® ❑ ® 4.VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO jj GUST BASIC WIND SPEED IS 120 MPH OR GREATER. 11.INSPECT FORMWORK FOR SHAPE,LOCATION AND ■ ° ❑ ® 3.3 WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM THE SITE FOR SELF-CONSOLIDATING GROUT. DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. ❑ ® ❑ ® 3.4 WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS SUCH AS STUDS OR JOISTS. (j1 2.REQUIRED IN WIND EXPOSURE CATEGORY C OR D,WHERE THE 5.THE FOLLOWING SHALL BE VERIFIED TO ENSURE 3.5 WELDING OF STAIRS AND RAILING SYSTEMS. 0,9054?- 1. �? 3-SECOND GUST BASIC WIND SPEED IS 110 MPH OR GREATER. ❑ ® ❑ ■ CONCRETE INSPECTION EXCEPTIONS:(1704.4)SPECIAL INSPECTION IS NOT REQUIRED TOR: COMPLIANCE: 4. CONTINUOUS SPECIAL.INSPECTION IS REQUIRED FOR STRUCTURAL WELDING DURING FABRICATION AND ERECTION �OF NPti rV ISOLATED SPREAD FOOTINGS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY OF BUILDINGS OVER 160 FEET IN HEIGHT WITH STRUCTURAL STEEL MOMENT RESISTING FRAMES. E$$�O IF EITHER OF THE CONDITIONS ARE MET ABOVE THEN SPECIAL INSPECTION OF THE FOLLOWING ITEMS IS SUPPORTED ON EARTH OR ROCK. A. PROPORTIONS OF SITE-PREPAI RED MORTAR,GROUTr REQUIRED: 2, CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS THREESTORIES OR LESS ABOVE GRADE AND PRESTRESSING GROUT FOR BONDED TENDONS. ° ® ❑ ® REQUIRED VERIFICATION AND INSPECTION OF MISCELLANEOUS ITEMS 7 PLANE THATARE FULLY SUPPORTED ON EARTH OR ROCK WHERE: 1. ROOF CLADDING. 2.1 THE FOOTINGS SUPPORT WALLS OF LIGHT FRAME CONSTRUCTION; VERIFICATION AND INSPECTION CONTINUOUS PERIODIC Yes No J 2. WALL CLADDING. 2.2 THE FOOTINGS ARE DESIGNED IN ACCORDANCE WITH 1809.7;OR B. PLACEMENT O MASONRY UNITS AND CONSTRUCTION p ® 113. REQUIRED FOR WOOD&COLD FORM STEEL AS OUTLINED IN SEISMIC SECTION 1707 ABOVE. 2.3 THE STRUCTURAL_DESIGN OF THE FOOTING IS BASED ON fc=2,500 PSI OR LESS,REGARDLESS OF THE OF MORTAR JOINTS. COMPRESSIVE STRENGTH SPECIFIED IN THE IN THE CONSTRUCTION DOCUMENTS OR USED IN THE FOOTING 1.INSPECTOR SHALL INSPECT WOOD HIGH LOAD DIAPHRAGMS LOCAL STRUCTURES CONSTRUCTION. C. PLACEMENT OF REINFORCEMENT,CONNECTORS,AND PER TABLE 2306.3.2.CHECK PANEL GRADE,THICKNESS, ❑ ■ ❑ ■ 3. NON STRUCTURAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND,IIJCLUDING PRESTRESSED SLABS ON PRESTRESSING TENDONS AND ANCHORAGE ❑ ■ ❑ ® MEMBERS SIZES AT ADJOINING PANEL EDGES&NAILS OR GRADE,WHERE THE EFFECTIVE PRE-STRESS IS LESS THAN 150 PSI. STAPLES. QUALITY 4. CONCRETE FOUNDATION WALLS CONSTRUCTED WITH TABLE 1807.1.6.2 D. GROUT SPACE PRIOR TO GROUTING ■ 1:10 5. CONCRETE PATIOS,DRIVEWAYS AND SIDEWALKS ON GRADE. E. PLACEMENT OF GROUT ■ ❑ ° ® 2.SPRAYED FIRE RESISTANT MATERIALS PER 1704.10 ❑ ■ ❑ ■ ASSURANCE & F. PLACEMENT OF PRESTRESSING GROUT. ■ ❑ ❑ ■ REQUIRED VERIFICATION AND INSPECTION OF SOILS-TABLE 1704.7 I NSP. NOTES G. SIZE AND LOCATION OF STRUCTURAL ELEMENTS ❑ ■ p ® VERIFICATION AND INSPECTION CONTINUOUS PERIODIC Yes No ENGINEER OF RECORD STRUCTURAL OBSERVATION REQUIREMENTS H. TYPE,SIZE AND LOCATION OF ANCHORS,INCLUDING 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO STRUCTURAL OBSERVATIONS FOR SEISMIC RESISTANCE: OTHER DETAILS OF ANCHORAGE OF-MASONRY TO ■ ° ° ® ACHIEVE THE DESIGN BEARING CAPACITY. ❑ ® ❑ STRUCTURAL OBSERVATIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD FOR STRUCTURES IN SEISMIC DESIGN CATEGORIES D,E,F WHEN THE FOLLOWING CONDITIONS EXIST: , DATE: 06/03/15 STRUCTURAL MEMBERS,FRAMES OR OTHER CONSTR. I. SPECIFIED SIZE,GRADE AND TYPE OF REINFORCEMENT2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH ❑ ® p 1. STRUCTURE IS CLASSIFIED AS OCCUPANCY CATEGORY III OR IV. AND HAVE REACHED PROPER MATERIAL ANCHOR BOLTS,PRESTRESSING TENDONS AND ° ® ° ® JOB NO.: 15-2710 2. THE HEIGHT OF THE STRUCTURE IS GREATER THAN 75 FT. ANCHORAGES. 3.PERFORM CLASSIFICATION AND TESTING OF CONTROLLED 11 ■ ❑ 3. THE STRUCTURE IS ASSIGNED TO SEISMIC DESIGN CATEGORY E,IS CLASSIFIED AS OCCUPANCY CATEGORY I OR II AND IS GREATER THAN TWO STORIES IN HEIGHT. 4. WHEN DESIGNATED BY THE ENGINEER OF RECORD. J. WELDING OF REINFORCING BARS. ■ ❑ ° ® FILL MATERIALS S. WHEN REQUIRED BY THE BUILDING OFFICIAL. 4.VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT SCALE: K. PROTECTION OF MASONRY DURING COLD WEATHER ® ❑ ❑ STRUCTURAL OBSERVATIONS FOR WIND RESISTANCE: (TEMPERATURE BELOW 40^F)OR HOT WEATHER THICKNESSES DURING PLACEMENT AND COMPACTION OF (TEMPERATURE ABOVE 90^F) ❑ ■ ❑ ■ CONTROLLED FILL. SHEET STRUCTURAL OBSERVATIONS SHALL BE PROVIDED BY THE ENGINEER OF RECORD FOR STRUCTURES WHERE THE BASIC WIND SPEED EXCEEDS 110 WHERE ONE OR MORE OF THE FOLLOWING EXIST: 5.PRIOR TO PLACEMENT OF CONTROLLED FILL,OBSERVE 1. STRUCTURE IS CLASSIFIED AS OCCUPANCY CATEGORY III OR IV. L. APPLICATION AND MEASUREMENT OF PRESTRESS FORCE. ■ ❑ ❑ ® SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED ❑ ■ ❑ ■ 2. THE BUILDING HEIGHT IS GREATER THAN 75 FT. 6.PREPARATION OF ANY REQUIRED GROUT SPECIMENS, PROPERLY 3. WHEN DESIGNATED BY THE ENGINEER OF RECORD. MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. ® ° ❑ ■ SOILS INSPECTION EXCEPTIONS:(1704.7) 4. WHEN REQUIRED BY THE BUILDING OFFICIAL. MASONRY INSPECTION EXCEPTIONS:(1704.5)SPECIAL INSPECTION IS NOT REQUIRED FOR: 1. SPECIAL INSPECTION IS NOT REQUIRED DURING PLACEMENT OF CONTROLLED FILL HAVING A TOTAL DEPTH OF 12" 1. EMPIRICALLY DESIGNED MASONRY,GLASS UNIT MASONRY,OR MASONRY VENEER WHEN THEYARE PART OF OR LESS. 1\4 STRUCTURES CLASSIFIED AS OCCUPANCY CATEGORY I,II,III. sm 03 � L 2. MASONRY FOUNDATION WALLS CONSTRUCTED PER TABLES 1807.1.6.3(1),(2),(3)OR(4) 3. MASONRY FIREPLACES,MASONRY HEATERS OR MASONRY CHIMNEYS. FOUNDATION NOTES INNOVATIVE STRUCTURAL 1. FOR GENERAL NOTES&DETAILS REFER TO THE SN&SD SHEETS. ENGINEERING 29970 TECHNOLOGY DR 2. SEE ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR TOP OF STRUCTURAL SUITE 108 CONCRETE SLAB ELEVATIONS,DEPRESSIONS,SLOPES,CURBS,DRAINS,PADS,DECK EDGE LOCATIONS, MURRIETA, CA 92563 HOLDOWN LOCATIONS ALL OVERALL DIMENSIONS,AND LOCATIONS OF OPENINGS IN WALLS AND SLABS NOT TEL: (951) 600-0032 INDICATED ON STRUCTURAL DRAWINGS. 0 FAX: (951) 600-0036 3. CENTER CONTINUOUS FOOTINGS UNDER WALLS U.N.O.CENTER SPREAD FOOTINGS UNDER COLUMNS U.N.O. WWWInnovativeStructuralEng.com 4. CONSTRUCT CONTINUOUS FOOTINGS AT CORNERS AND INTERSECTIONS PER DETAIL 12/SD1. , 5. DIMENSIONS TO WALLS ARE TO FACE OF CMU BLOCK OR STEEL UNLESS NOTED OTHERWISE. No: Revision: Date: 6. IN NO CASE SHALL PIPES,CONDUITS,OR SLEEVES BE EMBEDDED IN SPREAD FOOTINGS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 7. ALL HOLD-DOWNS/STRAPS AND ANCHOR BOLTS AT SHEAR WALLS SHALL BE SET IN PLACE TO TEMPLATE PRIOR TO FOUNDATION INSPECTION. LEGEND REQUIRED AT xx" ANCHOR/SPACING INDENTIFIES DETAIL CUT LOCATION. REFER TO DETAIL X #AND STRUCTURAL SHEET NUMBER FOR MORE X --DETAIL# INFORMATION.TEXT ABOVE BUBBLE INDICATES SHEET# REVISED HARDWARE OTHER THAN NOTED IN DETAIL -- END POST W1 HOLDOWN WOOD SHEAR WALL-REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE&SPACING AT EACH SHEAR TYPEWALL TYPE. REDUCE BOLT SPACING BY HALF AT --/x DOUBLE SIDED SHEAR WALLS. L•x —LENGTH WALL pp� CALC ID —————— O INDICATES SPREAD FOOTING SIZE PER PLAN & ■�SCHEDULE BELOW V' rn SCH __ ------ ___ _ _____ ___ w p cy . I ----------- A I B INDICATES FOUNDATION WALL&FOOTING LOCATION U O U ____ PER PLAN &DETAIL SHEETS SD1 AND/OR SD5z ------- INDICATES CONCRETE LINTEL PER DETAIL 2 SDS. O INSTALL ADDITIONAL REBAR AT CONCRETE WALL > V 1 I O I b EDGE NEAR OPENING PER 2/SD5 jr Q 5D5 ( _ 5p5 w I w z -----____-- ----------------------------� L_ SPREAD FOOTING SCHEDULE U) Q _ ---------------------- _______ ____ __� 1 ---------------------------- ————— CONCRETE FOOTING SIZE -------------------------- w ——, I FOOTING STEEL REINFORCING BAR MARK WIDTH x LENGTH EMBEDMENT F18 18"X 18" 42" 4"THICK CONC.SLAB w/13 BARS I O � T AT 18"OLJ=1ll.AT SLAB CENTER (5) #5 LONGITUDINAL m OVER 2"SAND OVER iD MIL I VAPOR BARRIER OVER 4" CRUSHED GRAVEL I I F27 27'X 27" 42° w 3 I I I (12) #5 LONGITUDINAL M � M Spy I 9'-9" 14'-9" 14'-9 " ( I 5p5 F42 42"X 42" 12" (6) #4 EACH WAY AT BTM O I I I O I I I —j I SIDE WALL Wa I I r— — r- --1 r_ - I I FOLD LOCATION Wa LL FLOOR FOLD LOCATION o I I I I L --J L ---� I I Fa Fa I I L --J I I I I F42 F42 F42 I I I I I I I 4 4 4 I I I 5D5 Spy SD5 I I I I I I I I I I IL------------------------ ------------------------------------J I 2 21 ------------------------------- ------------------------------------------- ,� J OF N N� 5D5 _s �O 090542 AR°F�sstioNP� / 5/j LOCAL STRUCTURES BASEMENT FOUNDATION PLAN DATE: 06/03/15 JOB NO.: 15-2710 SCALE: SHEET # BASEMENT FOUNDATION PLAN. Sl _ SCALE : 1/4" = V-0", DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS. ALL CONSTRUCTION DIMENSIONS MUST BE VERIFIED WITH THE ARCH. PLANS FOUNDATION NOTES INNOVATIVE STRUCTURAL 1. FOR GENERAL NOTES&DETAILS REFER TO THE SN&SD SHEETS. ENGINEERING 29970 TECHNOLOGY DR 2. SEE ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR TOP OF STRUCTURAL SUITE 108 CONCRETE SLAB ELEVATIONS,DEPRESSIONS,SLOPES,CURBS,DRAINS,PADS,DECK EDGE LOCATIONS, MURRIETA, CA 92563 HOLDOWN LOCATIONS ALL OVERALL DIMENSIONS,AND LOCATIONS OF OPENINGS IN WALLS AND SLABS NOT TEL: (951) 600-0032 INDICATED ON STRUCTURAL DRAWINGS. FAX: (951) 600-0036 3. CENTER CONTINUOUS FOOTINGS UNDER WALLS U.N.O.CENTER SPREAD FOOTINGS UNDER COLUMNS U.N.O. www.InnovativeStructuralEng.com 4. CONSTRUCT CONTINUOUS FOOTINGS AT CORNERS AND INTERSECTIONS PER DETAIL 12/SD1. " No: Revision: Date: 5. DIMENSIONS TO WALLS ARE TO FACE OF CMU BLOCK OR STEEL UNLESS NOTED OTHERWISE. 6. IN NO CASE SHALL PIPES,CONDUITS,OR SLEEVES BE EMBEDDED IN SPREAD FOOTINGS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 7. ALL HOLD-DOWNS/STRAPS AND ANCHOR BOLTS AT SHEAR WALLS SHALL BE SET IN PLACE TO TEMPLATE PRIOR TO FOUNDATION INSPECTION. LEGEND REQUIRED AT xx" ANCHOR/SPACING INDENTIFIES DETAIL CUT LOCATION. REFER TO DETAIL X-*, #AND STRUCTURAL SHEET NUMBER FOR MORE X DETAIL# INFORMATION.TEXT ABOVE BUBBLE INDICATES SHEET# REVISED HARDWARE OTHER THAN NOTED IN DETAIL END POST W/ HOLDOWN A B WOOD SHEAR WALL-REFER TO DETAIL 11/SD1 FOR Fir— ANCHOR BOLT SIZE&SPACING AT EACH SHEAR �E x WALL TYPE. REDUCE BOLT SPACING BY HALF AT DOUBLE SIDED SHEAR WALLS. --_-. L•x ---LENGTH WALL U IK CALC ID ' SAI SDI y a _.._..._...__.._..._..,._.. 6 Fxx INDICATES SPREAD FOOTING SIZE PER PLAN & rnrn O VJ j SDI W3 � -.---„----------- 5p5 SCHEDULE BELOW M Q ` 6 _ SDI W �� INDICATES FOUNDATION WALL&FOOTING 0 1 L LOCATION 1 L1 L1 �,g5 � � - •,• ; r _ . __ � - ----- --- �- ___________ PER PLAN &DETAIL SHEETS SD1 AND/OR SD5 g x,01. .}'�” i_____- € � . �'- � o� • .. _s4�,. . . L D SDI I �. r • a : i t i N•. t INDICATES CONCRETE LINTEL PER DETAIL 2/SD5. I L1 INSTALL ADDITIONAL REBAR AT CONCRETE WALL E � ;; J ; , �• ., >` , > - _ `, - DGE NEAR OPENING PER 2/SD5 . x UP .:. :......... io 3 rn g SPREAD FOOTING SCHEDULE W SDI y g ^ O "S`S....i.............................: 5Di a� 5DI uJ ° v . . NOv� -.Y_... ...,.., .... ... . ._ T..ro., CONCRETE FOOTING SIZE Wa _._..__.. _. _. _ _ ... ._....... .... ......... ... . . _.. _...- P SID" l^.LL MAR G STEEL REINFORCING BAR K WIDTH x LENGTH .... .... _... FLOOR FOLD I EMBEDMENT FOLD LOCATION TION V V a FOOTING L LOCATION r n Fa 3 Fa F18 X 18" 42" (5) #5 LONGITUDINAL z T- 18" VJ v w y SDI — _ _ _. T� 3/4 W SDI.) Q� Q� Q� F27 27"X 27" 42" (12) #5 LONGITUDINAIL I--" O m 5pl SDI � > SDI ` ry F42 42"X 42" 12" (6) #4 EACH WAY AT ETM V, v 2 3 W .. (:D)48llxl8"x42" —J DEEP CONC- 6 6 PAD FTG a/a5 OCTOPBARS S11 L04 t 5 SDi.I 5 1 u � -II o W4 �. BTM EA.WAY SDI.1 SDI SDI SDI SDI I 7'-b"MAX F27 F27 F27 3 r---1 r—_,i r--, r--, r--, --, --, 6x8 P.T.DECK ( I _ _ I I _ 6x8 P.T.DECK I I � I r 71 :CF, DROP BEAM � DROP SEAM I I I I — F NE—J LL JL --J L N-2"MAX. 3 TyF F18 bx8 P.T.DECK 5DI.1 ti -�—- - - r'U' - - - r , _ DROP BEAM rr-�"1 - - r� Zee. C? —J L—J _ _. L J .. _. _. .. _.... . L—J --L_J OAA °90542 �FESS10Np 3/4 5DI.1 x LOCAL STRUCTURES SDI.i BASEMENT/DECK FR M G & GARAGE FND. PLAN DATE: 06/03/15 JOB NO.: 15-2710 SCALE: SHEET # BASEMENT/DECK FRAMING & GARAGE FOUNDATION PLAN_ SCALE: 1/4" = V-0", DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS. ALL CONSTRUCTION DIMENSIONS MUST BE VERIFIED WITH THE ARCH. PLANS INNOVATIVE FIXED SIDE FOLDING SIDE PARALLEL TO FOOTINGS STRUCTURAL ALTERNATE TIE ENGINEERING LOCATIONS CK FILL PER EXCAVATION 29970 TECHNOLOGY DR ® e SITE INSTALLED SHEAR STRIP w/10d's PER ARCH. 1x8 RIM w/FLOOR EN.t 1__ _. ENGINEER SUITE 108 f e b"O.C.TO RIM 114"4x1112"SPS SCREWS ° MURRIETA, CA 92563 ' FROM CHANNEL PER 4/SDI f FLOOR HINGE BY TEL: (951) 600-0032 FAX: (951) 600-0036 OTHERS www.innovativeStructuralEng.com s 2x8 RIM w/FLOOR -CHANNEL PER F 11/4"4 HILTI EA t 1/4"OxlIi2"SDS PLANS F S-MD mSCREWS FROM `! No: Revision: Date: CHANNEL PER " _�� " _�. .... .. _ FLOOR SHEATHING I'-6" 1 1 SW TYPE SCREW 4/SDI PER DETAIL 2 t t SPACING 3/SD1,TYPICAL 10'_0 i t NON-SHEAR Ib"O.C. b 12"O.C. NO TRENCHES ` 4 9"O.C. BELOW THIS LINE STIRRUPS t TIES \-2x FLOOR JOISTS w/ 3 (oil D.G. 1x8 SET IE w/(3) I� �I I� II 2 4"O.C. LUS �'f 'I`-'f I-ICsRs to RIM PER PERPENDICULAR TO FOOTING t � 114"4x2112"HILTI S-MD 2 _.J 2A 4"O.C. SCREWS PER 4/SDl TYP.UNA.ON BELOW i 16"OL. - ✓' I PLANS W1 25 315" C O . 4d TO CHANNEL - j" 'fel (2 1/1"MIND PIPE SLEEVE: 2" LAR3ER THAN PIPE 2x8 SET B w/1/4"4 o THRU FOOTING.MAX HILTI'a _ DIA=#UI,MIN SPAC'G=3D PRE-ATTACHED - 517E INSTALLED 1i4"4 � �� _ J� l ON FIXED SIDE HILTI'e ON FOLDING SIDE NO PIPE PASSING SET IP TO G-CHANNEL THRI THIS PORTION COMPACTED FILL FLOOR FOLD LINE a RESTRAINED TRENCH DETAIL SLAB, STEM WALL 4 FOOTING 5PECIFICATION5 1 ® BEND WALL HOOKS t BENDS SCALE: N.TS. SCALE: N.T.S. SCALE: N.T.S. HORIZONTAL REBAR TENSION LAP SPLICE LENGTH SILL PLATE FOUNDATION ATTACHMENT - -t) - - FIXED SIDE FOLDING SIDE VERT.BAR HORIZ BAR REBAR CONCRETE "L" CONCRETE "L" MASONRY„L FOUNDATION ATTACHMENT HARDWARE •3 Ib" 21" 14" SHEAR WALL TYPE ALTERNATES MAXIMUM SPADING(INCHES ON HOLDOWN POST PER SITE INSTALLED CENTER) 04 11" 28" 25" " 0 ANCHOR BOLTS MASA/MASAP `N AS OCCURS SHEAR STRIP w/10d's ®b"O.C.TO RIM 5 40" 51" 39" NON-SHEAR 12" 11" K� 48" 62" 54" 6 48" 40" C-CHANNEL PER AT FOLDING WALL O „ 4 32" 21" PLANS SITE INSTALL SILL PLATE 4'1 69 90 63 NAILS OR SCREWS PER r8 18" 102" 11° 3 14" 11" SHEAR WALL SCHEDULE M 2 16" 16" - - FLOOR FRAMING WALL ANp FLOOR I/SD2 OR ibd'a ®8" O.G.AT W Q �'J CONCRETE = r'c = 1,500 PSI BEND DIAMETERS 2A Ib" 14" PER APPROVED FRAMING PER MASONRY = fm = 1500 PSI 2B 12" @° NON-SHEAR LOCATIONS rn STATE PLANS APPROVED STATE r 1 D = 6d FOR 03 - 08 SITE INSTALLED \./ RESTRAINED WALL 9" N/A STHD14RJ HOLDOILN ___ _ PLANS LAP SPLICES IN MASONRY INCREASE SPLICE LENGTH D - 8d FOR 05 - Ml �� - STRAP PER PLANS w/ .... . . .-._ .. SHALL BE STAGGERED L BY W.FOR EPDXY EMBEDMENT: ALL ANCHOR BOLTS SHALL ADHEIVE 1" EMBEDMENT INTO CONCRETE. FLOOR FRAMING PER « 24 BAR DIAMETERS COATED BARS D = 9d FOR M2 - MS NAILING TO POST PER PLANS t DETAILS I EMBEDMENT SHALL BE FROM TOP OF SLAB At MONOPOUR AND DUAL POUR CONDITIONS. AT MFR SITE INSTALLED ( L.I.J PER 2013 CBC CURBNIALL CONDITION,EMBEDMENT SHALL BE FROM TOP OF CURB/WALL. 04 REBAR PLACED PER 15/32"STRUC,I SHT'G f+ � O z STRAP MFR STRIP w/10d NAILS Q .. BOLT NUT t WASHERS AT SLAB ON GRADE CONS7RlJCTION: PROVIDE PROPER NUT 4 - \ �'n 1.5 d OR 1"MIN. STANDARD(ANSI)I J" 0 x 0.100"THICK CUT WASHERS AT ALL BEARING,NON-SHEAR WALL At 3 ILL TO ENTIRE IP / FINISH CsRAp> WANDALL SILL 1P ENTIRE ♦^ Q ANCHOR BOLI LOCATIONS.PROVIDE 3"x 3"x 0.229"?HICK ANGLE SLOTTED PLATE WASHER WALL �f Jcr AT ALL EXTERIOR,BEARING t SHEAR WALL ANCHOR BOLT LOCATIONS. Ii II i I_ !j I l i---;I' I SET IE PER APPROVED W W Z MINIMUM ANCHORS:MINIMUM(2)ANCHOR BOLTS PER PIECE;OF SILL PLATE.ANCHOR BOLTS I I I STATE PLANS IMM SHALL BE LOCATED WITHIN 1"MIN OR 12"MAX FROM THE END OF ANY SILL PLATE BREAK I w PRE-ATTACHED TO MOD `coo SET fP PER APPROVED, U) Q FINISH GRADE "II EDGE t END DISTANCE: ANCHOR BOLTS SHALL MAINTAIN A MINIMUM 1-3/4"EDGE OF CONC.STET1WALL PER SLATE PLANS W O CONCRETE DISTANCE t 1"EDGE OF SILL PLATE DISTANCE.SQUARE WASHER SHALL BE PLAN LOCAL ____IuR` I( I0. , PRE-ATTACHED t0 MOLD I I ii.l; I . SPLICES 4 SPACINCs MAXIMUM " DISTANCE FROM EDGE OF SILL PLATE ON SHEAR SIDE. `- r - ii _ n SITE INSTALLED DBL 2x W v REINFORCING BAR DETAILS SILL PLATE ANCHOR BOLT SPECIFICATIONS 51NGLE 5THD14RJ NOLDOWN "_ Q 13 � � � P.T.SILL IP w/�e"4 A$.'s PER DET.Il/SDI !n SCALE.- N.TS. SCALE: N.T.S. SCALE:: N.T.S. z T �J J SITE BUILT P.I.P.CONC. T— WALL PER PLANS 4 W DETAILS M WALL t FLOOR FRAMING O PER APPROVED STATE ADD BARS AT CORNER EXTEND TOP 4 BOTTOM PANS n MATCHING SIZE t QUANTITY BARS TO FAR SIDE OF OF TOP 4 BOTTOM BARS INTERSECTING FOOTING ON OUTSIDE FACE 4 PROVIDE 90 DEGREE HOOK,TYPICAL 3"TYP. SITE INSTALLED15/31" '` SITE INSTALLED P.T.2x8 STRUC.I SHT'G STRIP _ SISTERED TO FLOOR REFER TO DET.I/SDI w/10d NAILS AT 3" FOR ADD'L INFO. ----_t JOISTS w/(10)10d O.C-- :_ SIL TO SET fE AND _ COMMON NAILS At 3" O.C. FOLD LINE AT MODS FLOOR FRAMING EXT. WALL SILL iP ENTIRE WALL a� � -' ra.=� � MUST SIT TIGHT AGAINST SILL Pe SCALE:N.T.S. SCALE:N.T.S. PBL 1x6 P.T.SILL APs w/ NAILING PER II/SD2 t %4 FIXED SIDE FOLDING SIDE 4 FN15HGRADE.!_ A.B.'s 4P 9"O.C.PER II/50I FEFER TO 4 2/SDI FOR ADD'L NFO.T- -I_I 11-` I I I 1 A • SITE INSTALLED SHEAR STRIP w/10d'8 i.,._ P.I.P.CONC.RETAINING a 6"O.C.TO RIM WALL PER PLANS AND v DETAILS FLOOR SHEATHING PER ARCH. PER DETAIL 2 4 - 3/SD2,TYPICAL. COWER- PLAN VIEW INTERSECTION - PLAN VIEW 1x8 RIM W/FLOOR EN.41i4"4x1'/2"SDS WALL 4 FLOOR FRAMING ST INFO WALL CONDITION - c�H�l -FIROM PER APPROVED STATE FOOTING/STEM WALL INTERSECTION RE RA 4/SDI 2 JOISTS PERP. TO WALL SCALE: N.T.S. SCALE: HINGE Bw Y � �. I SCALE:: N.T.S. OTHERS _ G-CHANNEL mA � - - 'w i , PER PLANS MODULE FLOOR JOISTS Tli� C-CHANNEL PER PLAN w/LUS p90542 __ __. HGR'e TO RIM PER BELOW 9OfiESsir, b HOLDOWN PER PLANS `4"THICK GRADE I UND. r _-_......._._ LPs RECEIVING °,"° A36 STEEL PLATE 2x8 RIM W/FLOOR EN 4 .............. . ............_.._.__..-._. ATTACHED w/GRADE WEBS STIFFENERS 3" 3� BOLTS MUST . < A36 ATR t NUT TO PER BELOW i 1/440/2"SDS SCREWS /PLYWOOD SHIM t STEEL PLATES MAINTAIN I1/4" STEEL GGHAMIEL w/ j FROM CHANNEL PER SITE INSTALLED 15/32" f CUSTOM HSS DISTANCE STEEL fE NO SET PLATEN 4/SD1 STRJ�.1 SHt'G STRIP w/ LOCAL STRUCTURES THIS AREA 10d NAILS At 3 O.C.70 BRACKET SET IE AND SILL IP SET fP PER APPROVED I I BRACKET AS .: (/ O j ENTIFE WALL STP.BEND SHOWN AT RIGHT __� STATE PLANS STRUCTURAL !. i"THICK FLOOR FRAMfNG PER SITE INSTALLED PIPE FINISH E ball PRE-ATTACHED TO MOD FOUNDATION (3)+4 BARS EA PLANS 4 DETAILS COLUMN PER PLANS SIDE OF GRADESTEEL A36 -r : I- ; -- i HOEDOWN a TOP VIEW EA.SIDE CF - I I II j —I _ III _I I DETAILS TY HoLDouN �� `" • '> 14 CHICK GRADE I_.._ SITE INSTALLED DBL 1x ` CUSTOM HSS F A36 STEEL PLATE P.T.SILL 11!w/%4 A B's HOLDOWN �''' w/(4)I/4"O SELF PER DET.II/SDI SECTION VIEW BRACKET AS V DIA A512 Or 50 TAPPING SCREWS DIA A511 Gr 50 " SHOWN AT LEFT STEEL ATRATRTO C-CHANNELS I'-0" PIPE COLUMN PER PLANS U DATE: 06/03/15 ,,, 6 STEEL A.TR $ITE BUILT P.I.P.CONC. a 3 „ 112"P7.PLYWOOD SHIM WALL PER PLANS t STEEL C-CHANNELS PER DETAILS PLANS 4 DETAILS JOB NO.: 15-2710 I"DIA A512 Gr 50 TYPICAL 1 STEEL A.T.R.w/2"DIA HORIZONTAL STEEL �, 9 NUTS ".._..-.. . _° REINFORCING PER SCALE: 2"DIA.NUTS PLANS 4 DETAILS Pc = 2500 psi MIN SHEET # Fy = 40 kat MIN BOTTOM VIEW ° � 3/16" HEAVY NOLDOWN DETAIL � P05T AT MOD FLOOR FOLD � FLOOR FRAMING Q EXT. WALL SD13 SCALE:N.T.S. SCALE:RT,S. SCALE:KTA A INNOVATIVE STRUCTURAL DECKING PER A 2-2x RILL DEPTH BM ENGINEERING w/FASTENERS PER EK w/EN. _ FLOOR AND WALL MFR FRAMING PER 29970 TECHNOLOGY DR APPROVED STATE SUITE 108 PLANS MURRIETA, CA 92563 DECKING PER TEL: (951) 600-0032 ARCH.w/ 2 ROWS lia" 4 SPS x 4" FAX: (951) 600-0036 FASTENERS PER (MIN) www.InnovativeStructuralEng.com MFR a IW D.C. NOTE: SCREWS SHOULD POST BASE PER NOT PASSTHROUGH _.f RAM No: Revision: Date: DECK JOISTS PER PLAN PLAN 2x DECK JOISTS INSULATION OR OTHER PER LOCAL NON-STRUCTURAL DROP BEAM APPROVED MEM ER BEFORE PER PLANS PLANS v12"SQ CONIC. BLK'G/IEa PEDESTAL ' FINISH GR4DE N _ LUS HANGER w/ NAILING PER LONG.BARS ;f i __-;I I� I I i MAIC.MUST USE EVENLY SPADED - E ,- I!i(I- 10d COMMONS INTO JOIST CONC.PIER FTG. PER PLANS 2x8 P.T.RIM w/EN n CONC.P.I.P.WALL PER LOCAL APPROVED PLANS DECK JOISTS AT DROP SEAM DECK AT 5TEMWALL 1 SCALE: N.T.S. SCALE: N.T.S. FLOOR AND WALL FRAMING PER APPROVED STATE 2x P.T.RIM w/EN. PLANS 2 ROWS 1/411 0 O SDS x 4"(MIN.) DECKING PER ARCH w/ a 24"D.C. FASTENERS PER MFR p ■ 6 Q `', U rr U O 2x DECK JOISTS Q O PER LOCAL APPROVED FINISH GRADE_ PLANSI -II ►=� I1 ;ISI W W z CONC.PIP.WALL PER I..L �- v J Q LOCAL APPROVED PLANS U) W _! Q W C) _ EXTERIOR CONC. WALL a DECK Q ■. — 2 SCALE: N.T.S. T— CD . T-- PECKING PER ARCH. D W 2x RIM w/l3) w/FASTENERS PER M �-- m Ibd'e TO EA JOIST MFR LLJ O T I.LJ t EN. DECK JOISTS PER ' PLAN J u, P.T.DROP —142.5'6 JOIST TO BM, BEAM PER p TYPICAL PLANS PER PLANS b aX 24"MAX 12"SQ CONC. r PEDESTAL POST BASE STANDOFF PER y �r PLANS `�\�j• 11 . � LONCx.BARS \ EVENLY SPACED <14 CONC.PIER FOOTING PER PLANS 4;�4F tV� DECK FRAMING DROP REAM \6 INV \� �^ W-e SCALE:N.T.J. �N ate Tne-1. Lu ,0 090542 DECK JOISTS OP SSAp�P�' 4 , PER PLAN DECKING �- PER ARCH, W/FASTENERS PER MFR LOCAL STRUCTURES 2x RIM PER STRUCTURAL SITE PLAN ^ � BUILT DECK & FND. DETAILS 2x STRIZERS AT Ib"O.C.MAX.w/ A35-X AT BTM AS SHOM,ate (4) DATE: 06/03/15 10d'6 TO ADJ. s.. DECK JOIST AS 711"', % j`..- a" /\/ j �j, JHouN � � A � ` JOB NO.: 15-2710 (2)2x P.T.SLEEPERS w/SIMPSONP14NW-'12 4� ��j am, , SCALE: POWDER ACTUATED FASTENTER5 AT ib"O.C. (2)"4 BAR AT (3-MINIM )ICC ESR-2138 CENTER OF SHEET # CONCRETE BLOCK DECK STAIR TO J0I5T CONNECTION SD1 ml SCALE: N.T.S. a ,.4 INNOVATIVE STRUCTURAL JOIST SIZE MAX.NOTCH MAX.NOTCH MAX--POLE DRAG STRAP SPECIFICATIONS VERTICAL WOOD FRAMED SHEAR WALL SCHEDULE-2012 IBC i AF&PA SOPWS-2008 -SEISMIC DESIGN CATEGORY 0, E&F ENGINEERING WIDTH:0/3 DEPTH.,D16 SIZE: D/3 29970 TECHNOLOGY DR 2x(b P/4 P/4" FRAMING ASD CAPACITY SUITE 108 2yall STRAP DRAG SCAB,LENGTH AND 'ILI"LENGTH, 1111-211 LENGTH OF STRAP DR-46 WOOD STRUCTURAL PANEL PANEL NAILING SHEAR WALL SILL PLATE MEMBER (PLF) 2x STUDS AT 16" 2X8 NAILING OF SCAB OF STRAP CAPACITY MURRIETA, CA 92563 311 311 MEMBER TO DRAG MEMBER TO TOP E TO DRAG MEMBER (L55) 1611 A 5�0 THICKNESS (HEM FIR) TEL: (951)600-0032 O.C.PER PLAN, 2XI0 h 11 /#\ EDGE FIELD 81 TO WOOD FRAMING_ AT FAX: (951)600-0036 Typ. 2X12 33/411 11411 33/41, 16"WITH 32"w/(2)RGIW5 OF TOP PLATES ... S THICK SPAN NAIL NAIL ON NAIL ON NOMINAL ANCHOR ADJOINING 21/611 4Yall (1)C614 1114"RIM N/A (15)ad's I Ed's AT 4"O.C. 24W 11 h I ,&I (IN) GRADE RATING RATING SIZE CENTER CENTER PLATE SPACING FASTENER SPACING PANEL SEISMIC WIND vAvw.InnovativeStructura[Eng.com 2x G*UDS AT 16" 2x14 43/a" . I P/411 RIM w/ 4'LONG w/(2)ROWS 1b,WITH 321,W/(2)ROWS OF I x x SPACING SPACING THICKNESS TO CONC. EDGES O.C.PER PLAN 1/3 SPAN 1/3 SPAN 1/3 Of AN (2)C614 4cJ80 DROP BEAM EXT.OR INT.STUD TYR NOTCHES AND NO NOTCHES NOTCHES AND 2x SCAB OF Xod's AT 6"O.C. (15)8d's ed's AT 411s"OL. 3/8 SHEATHING 24/0 8d (0 11 1211 2x 4811 Ibd(3 ill x 0.13r) 411 2x 242 339 WALL PER PLAN,TYP. HOLES ALLOWED HOLES ALLOWED CMST14 31/2-1 MIN. N/A 34"WITH 12"w/(2)ROWS OF 64W 67 Z14 ALTERNATE STRAP No: Revision: Date: V (38)10d's 10d'6 AT 31/2"O.C. FOR BEAMS WITH DEPTH LESS— LOCATION 4 3/8 SHEATHING 24/0 ed 411 1211 2x 3211 J"O x 4j"SDS SCREW III 2x 326 495 )AP CM6TU 31/,.,M N/A 44"WITH %'I w/(2)ROWS OF THAN OR EQUAL.TO 8",PROVIDE 3 3/6 SHEATHING 24/0 Ed 311 1211 2x 2411 ill 0 x#1 5D5 SCREW 511 3x 456 631 PLAN wl(2)ROWS (2)Ibd MAILS MIN.ADD(1)16d (1)C514 STRAP w/(15)bd 1611 2-2x POSTS MR D/4t MIN 2" IN, 3111 S215 NAIL ON EACH SIDE FOR EVERY MAILS MINIMUM EACH SIDE OF 2 3/8 SHEATHING 24/0 od 211 1211 2x 44 x 41" SDS SCREW 411 3x 5S 832 1)13 (413)10d 1 Is 1 10d'a AT 31/2"O.C. ADDITIONAL 2"OF DEPTH BEAM EXTEND STRAP IIV 211 - Iroll 3bil 2A 3/8 STRUCTURAL 1 24/0 ed 1211 2x J"O x 41" SPS SCREW 3x (019 wo PAST EACH SIDE OF BEAM 2B 15/32 STRUCTURAL I Ind Mod AT Gil O.C. D/3 D/3 D 2 Wo" e. �T 32'/,(, 211 1211 2x 1211 J"O x 41"SDS SCREW 311 3x ms 1132 lll� -I -- F I 4D/6 MIN 21, - I— I REFER TO PLANS FOR 2x STUD EAC44 SIDE OF POST AT 5M NAIL EVERY POST OR MULTIPLE 2x w/Ibd NAILS AT 12"O.C.TO SHEAR WALL NOTES:C514 STRAP STUD SIZES HOLDOWNS TO \—INTERIOR SHEAR OTHER SET OF HOLES NAIL ROUND HOLES ONLY POST OR MULTIPLE STUDS L L NAILS'-MAY BE EITHER COMMON OR GALVANIZED BOX.GALVANIZED NAILS ARE REQUIRED WHEN PENETRATING PRESSURE TREATED LUMBER THAT CONTAINS'TREATMENT5 RIM BELOW MR WALL PER FLAK TYR CSI(,NAIDNE PATTERN CMST12 4 14 NAILING PATTERN [-mof-BEAM OTHER THAN BORATE. PLAN,TYR _71- 2. PANEL RATING -WOOD PANELS MAY CONSIST OR EITHER 065 OR 5-PLY PLYWOOD UJIT14 A MINIMUM EXPOSURE I RATING. NOTES: 3. STUD SPACING - 2x WOOD STUDS AT SPEAR WALL SHALL BE SPACED A MAXIMUM 16"ON CENTER 2x STUD w/SHEAR EN. 4. PANEL BREAKS - ALL PANELS EDGES SHALL BE 2x BLOCKED IF OCCURS. 4(2)ROWS 16d AT 6" 1. HOLES MAY BE DRILLED N ANY 1/3 SPAN. HOLES MIST BE A MIN 12"FROM ANY NOTCH. C514 STRAP 5. STAGGERED NAILS - ALL NAILING AT 3"O.C,OR CLOSER WALL BE STAGGERED. O.C.To 2-2x STUDS 2, DO NOT NOTCH BOTH TOP AND BOTTOM SURFACES WITHIN THE SAME 1/3 SPAN, PLATE TO BEAM (o. SILL PLATE ANCHOR BOLT WASHERS- SHALL BE 02213"x 3"x 3"STEEL PLATE WASHERS WITH A DIAGONALLY SLOTTED HOLE NO LARGER THAN 346"GREATER THAN THE BOLT U.N.O.ON PLAN 3. MAX ALLOWED 15 A COMBINATION OF TWO NOTCHES AND/OR HOLES PER 1/3 SPAN. DIAMETER OR 13/4"MAXIMUM.THE WASHER SHALL BE PLACED BETWEEN THE NUT AND SILL PLATE AND SHALL NOT BE OFFSET BY MORE THAN 1/2"OF THE EDGE OF THE SILL PLATE ON STRUCTURAL BEAMS,THEY 4. T1416 DETAIL DOES NOT APPLY To NOTCHES AND HOLES IN SIR L1 j 1611 THE SIDE WITH SHEATHING ATTACHMENT. MUST BE SPECIFICALLY DETAILED. 1. DOUBLE SIDED SPEAR WALLS -MEMBERS SHALL BE 3x AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED ON EACH SIDE OF THE PANEL BREAK ON EACH SIDE OF 5. NOTCHES AND HOLES ARE NOT ALLOWED N CANTILEVERED JOISTS. THE ADJOINING MEMBER SILL PLATE FASTENER SPACING SHALL 15E REDUCED IN HALF. 6. REFERT TO MANUFACTURER'S RECOMMENDATIONS FOR HOLES IN MANUFACTURED I I oil TOP PLATES 8. 1/2"THICK SNL( ,�1B -MAY BE USED IN LIEU OF 3/8"THICK SHEATHING WHERE IT 15 CALLED OUT IN THE TABLE ABOVE. I-JOISTS. DO NOT NOTCH I-JOISTS, I Ibd AT 12"O.C.AT FLUSH BEAM,SIZE PER OFFSET POLDOWN5 AT SHEAR WALL NOTCHED OR DRILLED MULTIPLE STUDS SCHEDULE URD.ON PLAN SHEAR WALL SCHEDULE e POST OR MULTIPLE SEE NAIL PAT7EW TOP OF BEAM AT TOP (1)C614 STRAP w/(15)&d 13 CONVENTIONAL JOISTS STUDS PER PLAN DETAIL ABOVE OF FLOOR FRAMING SCALE: N.T.S. SCALE: N.T.S. NAILS MINIMUM EACH SIDE OF ISCALE: N.TS. DRAG FLUSH BEAM TO WALL BEAM EXTEND STRAP Iro" C-CHANNEL 4 NAILER PER REFER TO DETAILS 2 4 PAST EACH SIDE OF BEAM PLANS 4 DETAILS 3/61)2 FOR SHITG INFO. FLUSH BEAM,51ZE PER REFER TO PLANS FOR 7;;7 CONNECTION- NOT PROVIDED SCHEDULE URO.ON KAN POST OR MULTIPLE 2x RAFTERS,TRUSSE PER 15/SDI INTERIOR NON-BEARING HEADER SCHEDULE STUD SIZES 2x STUD EACH SIDE OF P05T — 32"LONG 0514 STRAP OR FLOOR JOISTS, w/Ibd NAILS AT 12"O.C.TO 1�w/(15)ed'a IFA SIDE TYPICAL PROVIDE EA AROUND P05T OR MULTIPLE STUDS >< 71" AT COINER OF UPPER -A I OPENING HEADER SIZE MAXIMUM SPAN ITOP FLU6,14 DROP BEAM 0 E UND.ON 2-2x FRAMING 0 PLAN,TYPICAL 2x4 FLAT OPENING wl FLOOR EA • 20"MAX co 3-2x4 4'411 0514 STRAP 2" FX-FIELD 2-2x FLOOR JOIST BEAM TO BEAM m NAILING,TYPICAL (D 3-2x(o UND.ON PLAN BEARING WALL MR FLUSH BEAM PER PLANS INSTALL C614 ON 77jrTI I I I I 11AU ly PLAN AS OCCURS TOE NAIL TO TOP PLATES UPPER TOP 0 N 121-011 Lq 3-2xe U514 BEAM TO FLUSH BEAM wl(3)Ibd NAILS PLATE OR RIM DRAG -FLUSH Ek-EDGE Z zyz LZ Z - ONLY AS OCCURS NAILING,TYPICAL—\ A/ 0514 STRAP SEE NAIL PATTERN SIDE VIEW - PLAN vipw - CORNER 7 PLATE TO BE ILI" 1211 DTAIL A50VE - __. _ __. ___ O Z — EXTERIOR NON-BEARING HEADER SCHEDULE 1611 I(off 5X- BOUNDARY 'IF-T IF NOTED ON PLAN PROVIDE UND.ON PLAN . I- AT MULTIPLE STUD CONDITION 32"LONG C514 STRAP w/(15) NAILING,TYPICAL LUS WAW-sER,TYP. TOP PLATES--/ > HEADER SIZE MAX"SPAN USE 16d NAILS AT 12"O.C. A d's EA SIDE OF TOP 112 OR X/y• ------------ 0514 AT RIM BRK W w -2x4 -011 (2)I(od AT b"DEEP 3 41 BEAM,ADD (1)1(od REFER TO PLANS FOR PROVIDE uj W Z 3-2x6 (01-011 FOR EACH ADD'L 2" P05T OR MULTIPLE 2x J,�-AP IFS 4FT 4 OF DEPTH DROP BEAM PER STUD SIZES 1. 1---1*4 II&CIAT311O.C.STAGGERED 0 NOTE: THIS DETAIL 3-2xS 81.011 SCHEDULE OR PLAN EA SIDE OF TOP fE I I 131-21EAK,(6)16d's TOTAL ASSUMES NO OTHER Ibd AT 12" O.C. WIDTH W FLOOR BEAMS ARE POST OR MULTIPLE HUNS FROM THE STUDS PER PLAN USE 2x4 FLAT 13LKG AT EDGE BLOCKED W DOUBLE 2x FRAMING; IDRAG - DROP BEAM T [FLUSH BEAM CONNECTION I ISIDE virzw -�Rimpg�Ak JOINTS WHERE J015T HEAD-OUT FRAMING I NON-BEARING HEADER SCHEDULE DRAG 5TRAP TO BEAM BEAM DRAG CONNECTIONS TYPICAL TOP PLATE AND RIM SPLICE SHEATHING LAYOUT 40 NAIL DIAPHRAGM 15 CALLED OUT. < T U) 14 10 OF, JOIST CONNECTION GEE DETAIL z SCALE: N.T.S. SCALE: N.T.S. SCALE; N.T.S. SCALE: N.T.S. SCALE. N.T.S. EN,TYR EN,TYP. PROVIDE(2)ROWS Ibd C0110N NAILS AT WALL *WIDTH OF 0 KING ALT: -NAILS(PLATE TO KING CONFORM TO THE CONVENTIONAL (2)16d LOWER FR`IG PLT TO OR JOIST BEAM OR RIM MEMBER TOP PL KING STUD/POST REQUIREMENTS-V-4"TOP E HEIGHT MAX ALL TYPICAL FRAMING WALL RAFTER I R W 8" O.C.AT EACH FLY. WIDTH WWIDOOR STUDS POST STUD/POST) REQUIREMENTS OF THE EA STUD.Ibd AT 12"O.C.PLT TO T LAP RIM MEMBERS 4'-0",BEAM MEMBERS 3/411 0't0 V-6" (1)2x4 -- (3)-Wod(20d AT 3x SILL) GOVERNING BUILDING CODE PLT 0 Ir f) MIN. WIDTH MUST BE CONTINUOUS- REM31411 3'-&"TOI' (2)2x4 44 (W-1(od(20d AT 3x SILL) (2)Ibd FOR 4"DEEP HEADER- HEADER PER PLANS,REFER TO L LL DETAIL 13 FOR NON BEARING IA- ADD(1)Ibd FOR EA.ADD'L HEADER SIZES 2x4 5LKG wl T i:910 1'TO 164" (3)2x4 4x(o (9)46d 120d AT 3x SILL) ALT:LIP4 AT KING STUD E 2X BLKG T I I(od AT 12"oc. VERTICAL POST MEMBER PROVIDE(2)ROM 10d COMMON NAILS DEPTH 01-85, (1)2xb W-16d (20d AT 3x SILL) TO JOIST OR AT all O.C.AT EACH FLY. 5,1111 WINDOW TRIMMER BELOW RAFTER ALLOWABLE NOTCHES AND HOLES N TOP PLATES 85'41' (2)2xb 4x(o (8)-Ibd(20d AT 3x SILL) 2-2x TOP PLT, HEADER,MIN 2x OR AS NOTED NOTES- m ON PLANS.STITCH To KING W1 AT SHEAR WALL END POST,EDGE NAIL PLATE SIZE DEPTH WIDTH REMAINING DIAMETER SPLICE PER 16d AT 12"O.C. WALL TO EACH FLY OF POST 2x4 211 16" 11/2" 2" WIDTH 16 THE DISTANCE BTW KING STUDS AT EACH SIDE 4/502 1. RUN LONG DIMENSION OF SHEATHING ACROSS(PERPENDICULAR TO)JOIST AND 2x(o 31/211 1611 211 31/211 OF WNDOW/DOOPI RAFTERS. (1)2x KING STUD REQV WHET(FULL HEIGHT WOOD STUDS PER TABLE AT 2. STAGGER DO JOINTS 2'-0"MINIMUM. HEADER AT DOORAUDW PROVIDE(2)ROWS Ibd COMMON NAILS HARDY/SIMPSON PANEL 15 ADJACENT TO UVW/DOOR, LEFT OR AS NOTED ON PLANS AT 8"O.C.PER FLY. FOR ALL NOTCHING OR DRILLING NO STRAPPING REQUIRED IF SCREW STUD TO HARDY. CRIPPLE 3. BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES,CHORDS,TIES,AND AS GREATER THAN ABOVE,PROVIDE NOTCHING OR DRILLING OF TOP 57UDS OR CALLED FOR ON DRAWINGS. ADD)4 11 0613 SHIM BETWEEN EACH FLY 4 3211 LONG C516 w/(16)8d NAILS PLATE 16 AS SHOWN, NAILS SHOULD BE SPREAD EVENLY TO ALL STUDS OR 15LKG PER ANCHOR BOLTS 4 WASHERS 4. SEE PLANS FOR NAILING AT BLOCKED DIAPHRAGMS. GLUE ALL SEAMS EACH SIDE OF NOTCH OR ALL INTO POST,AT POST CONDITION PLANS PER DETAIL 11 ON SHEET SDI DRILLED HOLE,UND.ON PLAN WOOD STUD SIZE TABLE OR NAILS PER SHEET 61)4 ACCEPTABLE 5. NAILS SHALL HAVE-Ya"MIN.EDGE DISTANCE. ONLY REQUIRED AT EXTERIOR CSI&LOCATIONS WALL WALL SIZE AND DOUBLE PROVIDE(2)ROWS Iod COMMON NAILS WALLS AND INTERIOR BEARING WIDTH HEIGHT SPACING NOTCH OR (0. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN 4'-0"MODULE TO COINCIDE WITH THE CENTER STRAPS ON 3511 < 10' 2x4 4T 16"OL, 130K STUDS 2x SILL PLATE(PRESSURE SHEATHING. [T—T AT 8"O.C. AND SHEAR WALLS. NOTCHED/DRILLED < 20' NOT APPLICABLE PER I0/SD2 TREATED IF ON CONCRETE). HOLE,OR TOP SET LOWER PLATE ON STEM WALL 4 < 10' 2x&AT 161,O.C, 1. USE TONGUE-AND-GROOVE SHEATHING AT FLOORS,UNLESS NOTED OTHERWISE. 0! PROVIDE HARDY SADDLE H524 PLATE BREAK 5511 ME TIGHTEN ANCHOR BOLTS THEN PLACE AT COMPLETELY NOTCHED TOP < 20' ME,AT 16"O.C. JV FULL WIG44T KING STUDS PER 8. SEE DETAIL V FOR FRAMING WHERE SHEATHING JOINTS ARE OFFSET DUE TO RAFTER AN UPPER PLATE 4 STICH NAIL PLATES �—POUME TOP I. INTERIOR NON-BEARING WALLS MAY USE A STUD TABLE AT LEFT OR PER PLANS OR JOIST LAP SPLICES. cbI PLATES SPACING;OF 24"ON CENTER (2)Irod SILL PLT TO EA STUD. HORIZONTAL DIAPHRAGM 0 Lu BUILT-UP MEMBER DETAILS 2. THIS TABLE APPLIES TO STUD WALLS SUPPORTING A USE 20d AT 3x SILL KATE li�' 1- Lu MAXIMUM OF(1)FLOOR AND(1)ROOF.THE PLANS SHOULD TYPICAL WOOD STUD WALL COKE). LAYOUT AND NAILING SCHEDULE SCALE- N.T.S. INTERIOR NON-15EARING,WALLS EXTERIOR/5EARIW%WALLS BE CONSULTED FOR ALTEWATE CONDITIONS. SCALE: N.T.S. 010 09015 REPAIR TO BE USED AT OVER NAILING OF 2x4 STUDS: 2xro STUDS: 2x4 STUDS: 2xro STUDS- ALLOWA15LE SPEAR WALL PENETRATIONS, X"GAP STUN PANELS UPPER PLATE RECEIVES HORIZONTAL DIAPHRAGM SCHEDULE -2012 IM Upies I SHEAR WALL TYPES b AND 4 OR AT MISSING 3x %s"MIN 5TUN SHEAR WALL EDGE NAILS. MEMBERS AT SHEAR WALL TYPES 3,2,AND I NAIL 4 EDGE OF STAGGER ROWSAW AT 2"O.C. MAXIMUM PANEL DESCRIPTION NAIL SIZE EDGE BOUNDARY FIELD 1. HOLES UP TO 5"SQ.DO NOT REQUIRE 5LKG 4 EX POST OR SHTG EX INTO 2x TOP PLT SPACING NAILING NAILING NAILING jDO NOT STITCH NAIL NEW AND EXISTING STUDS] �5/811 MIN —5/6311 MIN 5/81,MIN 5151,M 2. HOLES FROM 5"SQ.TO 16'5Q.REQUIRE BLK'G 4 EN.:t -t 3. HOLES LAI;YjER THAN 16"$a ARE NOT ALLOWED. ROOF 11/32"WOOD STRUCTURAL PANEL, ad 6"O.C. b"O.C. 12"O.C. EXISTING EDGE EXISTING EDGE 0 4. HOLE SIZE INCLUDES THE LENGTH OF THE OVERCUT. SHEAR WALL EDGE NAILING AT 24"O.C. P11 24/0(RADIANT BARRIER) LOCAL STRUCTURES NAILING NAILING 5. MAX ACCUMULATED LENGTH OF OPENINGS SHALL TOP PLATE,SILL PLATE,END NOT EXCEED 20 PERCENT OF THE WALL LENGTH. 5/8"MIN POSTS 4 ADJOINING POSTS FLOOR 23/32"WOOD STRUCTURAL PANEL Iod W 04. 6"O.C. 12" oc. 5/8"MIN 6. RECOMMEND CIRCULAR BORED HOLES OR RADIUS PER PLANS 4 DETAIL I/SD2 I6"O.C. T4G;SHEATHING,P11 32/16 NEW EDGE NAILING NEW EDGE NAILING 2"DIA.HOLE 31/4"DIA. 134" DIA. 21/all DIA COFtIER CUTS. GENERAL PER PLAN PER PLAN MAX HOLE MAX HOLE MAX HO L E MAX 1. END POSTS SHOULD NOT BE CUT FOR ANY REASON, FLOOR 23/32"WOOD STRUCTURAL PANEL STRUCTURAL STUDS 4 TOP PLATE MAY 13E NOTCHED PER DET 10. 1011, O.C. T4G SHEATHING,PII 40/20 IWGI 6"Oz. (oil O.C. 12"oc. SHEAR WALL END POST W1 EN, DETAILS aX MIN 2x POST OR AS NOTED ON FLOOR 23/32M WOOD STRUCTURAL PANEL (oil PLANS,MUST BE CONTINUOUS 24"O.C. T4G SHEATHING,P11 48/24 Iod O.C. 6"O.C. 12"oL. SHEATHING PER PLANS AL AROUND OPENING TO TOP PLATE(KING POST). PROVIDE HOEDOWNS PER NOTES: 7 EXISTING 2x STUD AT I/ j / PLANS ADJOINING PANEL CONTINUOUS 0516 ABOVE 4 4 DATE: 06/03/15 EDGE 4�9��ug��, BELOW OPENING TO END 1. ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR PER TABLE 13/8"MAX S.W.AT CONDITION "C" ONLY 23063.1. X"SHEATHING 15 NOT STRUCTURALLY ACCEPTABLE FOR ROOF SHEATHING. —�2 �8"MAX 11/6"MAX I--I-- SILL PLATE W1 ANCHOR 15OLTS NEW 2x STUD NEW 2x STUD 1/811rlXl I OR NAILS PER II/SDI, Ir5D2 4 JOB NO.: 15-2710 --(I- ---4v—j PROVIDE 2x BLKG BEHIND BW TYPE LS50's x 2. FOR FLOOR SHEATHING,WOOD STRUCTURAL PANEL SHALL BE UNPER-AYMENT GRADE. CSI&FOR NAILING AT 604 ALL FLOOR SHEATHING SHALL BE GLUED TO FRAMING. ro 24"O.C. CONDITION "C"ONLY IF ALLOWABLE CUTS ON STUDS ARE EXCEEDED,PROVIDE 4 16 11 O.C. 7— ALIGN POST AT ADJOINING 3. ALL ROOF NAILS MUST BE ed (BLUE). ALL FLOOR NAILS MUST BE 10d(LIME). IN LIEU SCALE: SIMPSON 1458 STUD SHOES AT EACH NOTCH OR HOLE. E N, BREAKS MUST OCCUR AT 81,O.C. PER DETAIL I/61)2 PER TABLE 3 LSW's NAILED TO NEW 3 101, O.C. EDGE NAILING AT PANEL PANEL EDGES,MIN 2x OR 3x OF 10d NAILS AT FLOOR SHEATHING,08 x 2"LONG SCREWS MAY BE USED. STUDS VERTICALLY 2 FULL HEIGHT KING STUD 4. FOR ALL FLOOR SHEATHING,PANEL EDGES SHALL HAVE APPROVED TONGUE-AND SHEET # 2A 61, O.C. DO NOT NOTCH OR DRILL MORE DO NOT NOTCH OR DRILL BALLOON OSB SHEATHING PER PLANS 4 -GROOVE JOINTS OR SHALL 15E SUPPORTED WITH BLOCKING. NOT REQUIRED WHEN 25 61,OC. THAN 3 CONSECUTIVE STUDS. FRAMED STUDS OR STUDS OVER 10--01 DTL I/SD2 LIGHTWEIGHT CONCRETE 15 PLACED OVER THE 5U5FLOOR. I PERFORATED SEAR WALL - CONDITION B 4 C TYPICAL WOOD SHEAR WALL - CONDITION A SHEAR WALL ADJOINING PANEL NOTCHING AND [DRILLING OF TYPICAL WOOD 5TUID WALL AND 5HEAR WALL FRAMING HORIZONTAL ROOF AND FLOOR SD2 EDGE NAILING REPAIR 12 5TUD6 AND TOP PLATES SHEATHING SCHEDULE SCALE: N.T.S. SCALE: N.T.S. SCALE. tILTZ. SCALE: N.T.S. 0-1 COP PLATE OR RIM UNBLOCKED EL 7 INNOVATIVE STRUCTURAL TDP OF WALL CONNECTION ENGINEERING PER PLANS AND DETAILS RETAINING WALT.NOTES: 29970 TECHNOLOGY DR -• w =a _ I. CONTRACTOR SHALL PROVIDE SUITE 108 ` -"� ADEQUATE WALL BRACING UNTIL MURRIETA, CA 92563 (4)HORIZONTAL BARS AT ' MODULAR UNIT IS PLACED AND TEL: (951) 600-0032 TOP OF WALL i OP OF WALL CONNECTION ALL STRUCTURAL ATTACHMENTS FAX: (951) 600-0036 PER PLANS AND DETAILS — ARE IN PLACE www.InnovativeStructuralEng.com ��',tr 1. WALL BACKFILL MAY ONLY OCCUR AFTER ITEM 116 SATISFIED TOP OF WALL TOP OF WALL I TOP OF WALL MODULAR BUILDING TO RESTRAIN TOP OF No: Revision: Date: RETAINING WALL FROM OUT OF PLANE • " < • • • • .0: MOVEMENT *0 ON !;r 0 `v I w I FINISH GRADE � � FINISH GRADE I.a �N FINISH GRADE � 1 FINISH GRAD MITI-i 1�1=1- Ti"i - I—II (� I (4)HORIZONTAL BARS AT (4)HORIZONTAL BARS AT TOP OF WALL TOP OF WALL 10" _III-----I PERT.°x°BARS PER " , I I , „ TABLE BELOW I -1 ( (i —) I I VERT. X BARS PER ( I - I VERT. X BARS PER TABLE BELOW _ TABLE BELOW � � 4 I. � , � —� I I_ _I ' I ---- I I , I i • HORIZ.•4 BARS AT • • HORIZ.'4 BARS AT • HORIX "Y"BARS -- I S" D.C. i IS"O.C. I 4 I I_ III- I• 8"THICK P.IP.CONCRETE •' I I' - `' 1•" 8"THICK P.IP.CONCRETE - III- • I 8"THICK P.IP.CONCRETE WALL,Vc = 3,000 P51 MM I = I ( WALL,F'c = 3�D00 PSI MIN = 3 WALL,f'c : 3000 PSI MIN O ( 1. DEPUTY INSPECTION i— I DEPUTY INSPECTION = 6, DEPUTY INSPECTION III_ i REQUIRED I III= _ REQUIRED � + � I I - REQUIRED ^ rn r A f I co q I I f— ' 14 W D . O U NON-EXPANSIVE BACKFILL I r PER GEOTECHNICAL REPORT III-1 I�I I W% BY OTHERS .�► I I--� • . ' � =1 ( = I ; I— e1 _ 4 _ ^. (2)04 BARS 3"FROM FACE OF -1 I Fi I (2)N4 BARS 3"FROM FACE OF W I 1= I I= _ n�_i I-i � w z DOWELS TO i - L 1 ! I 1-1 DOWELS TO MATCH DOWELS TO MATCH mm I I WALL DOWELS TO MATCH I WALL i —I._.. - • VERTICAL REINFORCING VERTICAL REINFORCING • I-= MATCH VERTICAL I VERTICAL REINFORCING •. . REINFORCING w/ w/STD HOOK INTO FTG w/STD HOOK INTO FTG I I Q w/STD HOOK INTO FTG STP _ W J Q FT'Cs HOOK INTO _ I IS ' I "3 DOWELS AT IS OC. IS" ENGINEERED - ' ISI I - �_! _ SLAB TOFOOTING15 ENGINEERED BACKFILL PER SLAB TO FOOTING 16° rn BACKFILL PER I t III=1 I I: I-�.... � �..__. GEOTECHNICAL REPORT' I I a w A GEoTECF�IICAL �I�� REPORT SLAB PER PLANS A5 -;{ I- -I I- • OCCURS DRAINAGE t WATERPROOFING I . PER PLANS,DETAILS t DRAINAGE t WATERPROOFING III=III—I I• I PER PLANS,DETAILS t CONC SLAB <UNpERLAYMENT CONC SLAB t UNpERLAYMEN7 DRAINAGE — 1 `� —I I 1 °�I__.I _I I j . <r SEOTECHNICAL REPORT PER GEOTECHNICAL REPORT 1= —III GEOTECHNICAL REPORT WATERPROOFING PER GEOTECHNICAL REPORT -- I W PER REDTECHNfCAL I=CI 11- i I II_=1 E =E€I I- REPORT :. � „ ;- ,�,-• � ,� r . �{w L.L 4 i > . 4< GRADE BEAM W/ 4 4-04 TOP t BTM A^ I- 12" "A" 2'-0" 5 REBAR AT 12"OC, 12" 48�� 12., EACH WAY AT BTM OF FOOTING,USE 06 BAR 5 RE13AR AT 12" OC. WHEN WALL HEIGHT 15 RETANING WALL DIMENSIONS t REINFORCING RETAINING WALL DIMENSIONS t REINFORCING EACH WAY AT BTM OF 10 FT RETANED VERT,REINF, TOE WIDTH RETAINED HEIGHT VERTICAL REINFORCING HORIZONTAL REINFORC FOOTING G WALL - HEIGHT 'H"(FT) "X-BARS- "A"(INCHES) "H"(FT) "X".BARS "Y"-BARS INFO CING RETAINED VERT.FEW, 8.0 5 AT 15"O.C. 3'-10" 6.0 TO 8.0 05 AT 15" O.C. 04 AT 18"OC. HEIGHT"H"(FT) "X-BARS. 9. $ AT 12"O.C. 4'-10" 80 10 9.0 �6 AT 12"O.C. 04 AT IS"OC. SID 5 AT 15"O.C. F NE(1, co 5A5EMENT CONCRETE WALL (WALK OUT CONDITION) AT MODULAR UNIT 5A5EMENT RETAINING WALL AT MODULAR UNIT (CANTILEVERED CONDITION) 3 BA5EMENT RETAINING WALL AT MODULAR UNIT (RE5TRAINED AT TOP OF WALL) 1 SCALE:N.T.S. SCALE:N.TS. 2 - z Lu FLOOR LEVEL �� 090542 PIPE COLUMN PER - _-_. _ _ _ _ v ' A 0 0 PLANS TVP. @ TYPICAL WALL 1 241 I 1 1 fO 1 0' I VERTICAL t CONC.SLAB PER HORIZONTAL BARS AS JAMB BAR TABLE PLANS t DETAILS I r � OCCURS PER PLAN ( 0 0 -- -,�"-- -- OPENING i 4 LOCAL STRUCTURES I 1,`2"THICK GRADE A36 1 WIDTH BAR 2 I"THICK 4000 PSI ; STEEL BASE PLATE �- ,� _ _ _ I I GROUT t LEVELING NUTS I PER DETAIL ®LEFT T "M BAR E SPACING �4 0 2-5 STRUCTURAL TO MATCH VERTICAL t-- -r—r 4 , BARS,UNA. ; 5 BASEMENT ��SAAB DETAILS <, (2)SETS OF 2-04 4 (4)5ye"o x 12"GRADE 4 I HORIZONTAL TYR AT WALL HORIX.BAR F1554 HEADED ANCHOR * I BOTTOM 24"AS SHOWN 4 � BOLTS �► =- 3" ° 1 DATE: 06/03/15 1 " KEY NOTES: � DOWELS FROM FOOTING TO WALL PER PLAN TO LINTEL DETAIL - - ----� MATCH WALL VERTICAL BARS JOB NO.: 15-2710 a 4' 1 TYPICAL HORIZONTAL WALL BARS PER PLAN • 3 TYPICAL VERTICAL WALL BARS PER PLAN CONC.ERECTION PAD 4 TYPICAL JAMB BARS PER PLAN AND THIS DETAIL SCALE: N.T.S. PER PLANS PER PLANS 5 EACH FACE FOR 5 TYPICAL LINTEL BARS PER PLAN AND THIS DISTANCE "L"PER DETAIL SHEET # WALL VERTICAL BAR JAMB DETAIL TABLE.MIN(2)5 © CHORD BARS AT FLOOR LEVEL PER DETAILS ON WITH HOOK TOP t PLANS.MIN 4-04 BOTTOM TOP OF 5A5EMENT WALL CONNECTION TYPICAL CONCRETE WALL REBAR LAYOUT (NON-RETAINING WALL) (PERPENDICULAR JOIST CONDITION) 4 SD5 SCALE:N.T.S. SCALE:N.TS. I W 0 rn V o00 Z o W jy }- N � oz o CO > o o l W 0� z � W Q - - - (y) _j w CLIMATE & GEOGRAPHIC DESIGN CRITERIA - FISHER ISLAND , NY � -, Cr W CO LW O (0 (SEE SHEET#2 OF STAMPED STRUCTURAL CALCULATIONS FOR ADDITIONAL INFORMATION) �= U W-- ---- _ GROUND SNOW WIND DESIGN SEISMIC DESIGN CATEGORY: B - LOW SEISMIC SUBJECT DAMAGE FROM CLIMATE ZONE FROST LINE DEPTH WINTER DESIGN FEMA FLOOD FEMA FLOOD DESIGN FLOOD HEIGHT ABOVE AIR FREEZING SNOW/ICE MEAN ANNUAL = 0 (n LOAD TERMITE DAMAGE WEATHER DAMAGE TEMPERATURE ZONE ELEVATION ELEVATION (DFE) INDEX PROTECTION TEMPERATURE m J Ll <' SPEED (CRC/IRC) TOPO EFFECTS SS/ SDS SI / SDI (DFE) REQUIRED Q LEVEL LEVEL _ - -- -- 25 120 (49) NO 0.246 0.136 MODERATE TO HEAVY SEVERE ZONE 4 NYECC 36" 10 DEGREES 36103CO019H 12 13 - 1 10 DEGREES YES 52.2 ® LO LIJ > Q � o - NUti �- o E PROJECT INFORMATION : DRAWING INDEX CONSULTANT INFORMATION --- 2E0000 PROJECT NAME: BUNAES RESIDENCE SHEET NUMBER SHEET NAME Z g co BUNAES RESIDENCEMODULE MANUFACTURER BLU HOMES o Ol GENERAL W ~ 1245 NIMITZ AVENUE, BUILDING 270 INNOVATIVE STRUCTURAL ENGINEERING, INC G0.00-L COVER SHEET MARE ISLAND, VALLEJO, CA 94592 29970 TECHNOLOGY DRIVE, SUITE 212 G0.01-L GENERAL NOTES MODULE MANUFACTURING FACILITY BLU HOMES STRUCTURAL MURRIETA, CA 92563 G002L ENERGY COMPLIANCE 1245 NIMITZ AVENUE, BUILDING 680 PHONE: (951) 600-0032 GO-.02-L -j J Q y- MARE ISLAND, VALLEJO, CA 94592 FAX: (951) 600-0036 G2.10 ELEMENT SPECIFICATIONS Z '1 ATTN: SHAWN LOTHROP. P.E., S.E. 02 CIVIL m' -- - - ~ OQm t ft,.- THIRD PARTY AGENCY NTA CORPORATION C1 CIVIL PLAN 5 4 4 BUILDING INFORMATION : 03 ARCHITECTURAL m ' - a � ; t �� i CES ENGINEERING LLC. cn Q j . �,� , _ I - - = MODULE UNITS 2015 ELEMENT A0.10 SET DIAGRAM w U O 811 MIDDLE STREET p O � ', -- z2n _ - - I_.s . w - MECHANICAL / MIDDLETOWN, CT 06457 Al .30 ARCH. FDTN. PLAN + DOOR & WINDOW SCHED. Q � -- 7- MODULE SERIAL NUMBER 000211 �, - - - ELECTRICAL / PHONE: (860) 632-1682 A1.31 ENTRY LEVEL PLAN = v > --� DESCRIPTION ONE STORY SINGLE FAMILY HOME PLUMBING FAX: (860) 632-1768 A2.30 EXTERIOR ELEVATIONS -- - - -- w PROJECT TYPE SINGLE FAMILY RESIDENCE - PRIMARY RESIDENCE ATTN: JAMES SENATRO A3.30 SECTIONS o ' PROPOSED LOCATION 11 RESERVOIR ROAD, LOT 11 - A4.30 LOWER LEVEL DETAILS Q o FISHER ISLAND, NEW YORK 06390 1 , , A4.31 DECK DETAILS w Y CME ASSOCIATES, EN�,I��EE,:ING, LANA V o U N APN: 10009911 SURVEYING, ARCH TECTURE, PLLC 04 STRUCTURAL O - - - - J,�e�A 32 CRABTREE LANE, SCS-L STRUCTURAL COVER SHEET w PROJECT TYPE _ SINGLE FAMILY RESIDENCE - PRIMARY RESIDENCE I'._ .�, � LOCAL JURISDICTION: TOWN OF SOUTHOLD VJC�C7DSTC> K, CT Qbll l - j ' Q N o t�f t"fIITECT SNl-L GENERAL NOTES p -_ o r --- r PHONE: (860) 923-7 (STA1 E) SN2-L GENERAL NOTES o - -- ZONING: SINGLE FAMILY HOME ATTN: E F _YN COI-F SMITIa _. I � - - EMAIL: esmithC�Icrl-)cf�t-g,ncerinq.ccrn SN3-L QUALITY ASSURANCE & INSPECTION NOTES > a ._ =:. FIRE PROTECTION RESPONSIBILITY AREA FISHERS ISLAND FIRE DEPARTMENT ! -- -- - w N PA '�' CLASS: -- --- TYPE R-3 SINGLE FAMILY --- --- _----- -- ------ - _ - --- - � i N S1-L BASEMENT FOUNDATION PLAN _ OCCU NC S2-L BASEMENT/DECK FRAMING & GARAGE FOUNDATION PLAN -- - - -- ---I -- TI • -_� CONSTRUCTION CLASS TYPE STRUCTURAL FOUNDATION DETAILS VB WOOD FRAMED BLU HOMES RU r - j _- - ------- -- - - - UE, BU SITE-BUILT DECK & FOUNDATION DETAILS �I GREEN BUILDING REVIEW N/A 1245 NIMTZ AVENUE, BUILDING 270 SDI.1 STRUCTURAL SITE BUI - SQUARE FOOT AREA: ELEMENT: 1197 SF MARE ISLAND, VALLEJO, CA 94592 SD2 GENERAL STRUCTURAL FRAMING DETAILS f,. _ — -- PROJECT DESIGN - - - _ PHONE: 707 563-9590 r- - MEAN HEIS i !T ABOVE GRADE 18' - 1 1/4" ( ) SD5 STRUCTURAL BASEMENT DETAILS ATTN: CAROLYN KIMBRO - - - n* APPLICABLE CODES 2010 NYRC 05 MECHANICAL ; 2008 NEC M0.10 MECHANICAL SCHEDULES / 2010� NYECC Ml .l 0 BASEMENT MECHANICAL PLAN_ , I C,' 2010 NYMC M1 .20 FIRST FLOOR MECHANICAL PLAN_ 2010 NYPC — � ' 2010 NYFC - - M6.10 -- MECHANICAL SCHEDULES 2010 NYFGC 06 ELECTRICAL N RESUME OF INSTALLATION OF WORK TO BE COMPLETED ON SITE - - - --- --- CLIMATE ZONE_ ZONE 4 NYECC - E1 .01 LOWER LEVEL ELECTRICAL PLAN _ ---- ----- FACTORY BUILT: ELEMENT 57 El .02 ENTRY LEVEL ELECTRICAL PLAN CONSULATANT STAMP S Y S T E M S INFORMATION : E1 .03 SINGLE LINE DIAGRAM / ELECTRICAL LOAD CALCS & SCHEDULE _ - • Set and Unfold Element 57 (MODA). 07 PLUMBING _ - MECHANICAL SYSTEM LENNOX ELITE SERIES (SEE MECHANICAL PAGES) • Foundation tie downs installed per structural details. P0.10 PLUMBING NOTES LEGENDS & SPECIFICATIONS Q • Module A floor seam fastened per structural details. _- ` a p FIRE SUPRESSION N/A In_tall clerestory walls and fasten per structural details. Pl .10 BASEMENT WASTE & VENT PIPING PLAN I; < WALL U-VALUE U = 0.042 , R-24 • Structurally Insulated Panels (SIPs) installed. P1 .20 FIRST FLOOR WASTE & VENT PIPING PLAN T m r = • EPDM roofing membrane installed per manufacturer details._- E r= `� BASEMENT U-VALUE N/A g p P1 .21 BASEMENT PLUMBING DOMESTIC & GAS PLAN .- - - - -- • Exterior siding to be installed on exterior walls. P122 FIRST FLOOR PLUMBING DOMESTIC & GAS PLAN FLOOR U-VALUE CAVITY VALUE U = 0.040 R-25 . - -- � • Scuppers and downspouts installed. -- " ROOF U-VALUE U = 0.022 / R-38 • Electrical connections from main meter at garage. P6.01 PLUMBING DETAILS & NOTES WINDOW & DOOR U-VALUES SEE WINDOW AND DOOR SCHEDULES FOR VALUES, PG. A1 .30 • Mechanical, Electrical, and Plumbing connections from site to Mod. • Extend vent stacks thru roof L a INSIGNIA OF APPROVAL AND INSIGNIA OF APPROVAL UNDER KITCHEN SINK • Dr�wall installed, taped, and finished where required DATA PLATE LOCATION DATA PLATE UNDER KITCHEN SINK co WATER SUPPLY MUNICIPAL ATTACHED SUBMITTAL DOCUMENTS (8-1/2 x 11 SHEETS) r_ WASTE WATER- TOWN SEWER GAS SUPPLY NATURAL GAS NYSDOS STATE APPROVAL LETTER BILCO BULKHEAD INSTALLATION INSTRUCTION STRUCTURAL CALCULATION PACKAGE ELECTRICAL LOAD CALCULATIONS WATER DEMAND CALCULATIONS GAS LOAD CALCULATIONS L CONDENSING UNIT INSTALLATION INSTRUCTIONS RES CHECK � I SPACE RESERVED FOR NY STATE STAMP OF APPROVAL (D ; EBLU PRODUCT: I j c> O EL L ~ II SHEET TITLE: i COVER SHEET SCALE AT 24X36: SHEET NUMBER: GO 00 — L W C) CD V QM OCD GENERAL NOTES : GENERAL NOTES CONTINUED: GENERAL NOTES: UJ � O SYMBOL LEGEND ABBREVIATIONS W N ADJ. Adjcent JT. Joint MEANS OF EGRESS(CONTINUED) Q z MO A.F.F. Above Finish Floor LEV. Level 1.THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS 6. HANDRAILS.HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF MECHANICAL DUCTWORK O A DOOR TAG A.F.G. Above Finish Grade LT. Light THEREON. HE SHALL INVESTIGATE,VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS TREADS OR FLIGHT WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE O 0 O RE:SHEET A510 OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING SLOPED PLANE ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS 1. Duct installation shall be in conformance with the current IRC and as recommended by ACCA > z ALUM. Aluminium LOC. Location MODIFICATION BEFORE PROCEEDING WITH THE WORK. UJ ANOD Anodized M.U. Masonry Unit THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM). HANDRAILS FOR STAIRWAYS SHALL BE manuals D, E,G, and I,SMACNA manuals,and/or the ASHRAE handbook if approved by officials A WINDOW TAG ATT. Attenuation MAX. Maximum CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF having jurisdiction. Care shall be exercised to seal all joints and seams to prevent air leakage. LU Q 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF THE 2. Where shown on the mechanical I RE:SHEET A510 @ At MECH. Mechanical THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE pan and if necessary for other locations,provide rectangular (n _1 BUILDING FOUNDATION ON THE SITE. duct of equivalent cross sectional area to the round duct shown to clear obstructions. Provide w (n U BD. Board MEMB. Member RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TOA q UJ BETW. Between MFR. Manufacturer WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-112 INCH(38 MM)BETWEEN THE WALL AND THE smooth transitions when the duct shape changes. - � > 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION OF A TRUE AND LEVEL (TE) TEMPERED GLAZING BLKG. Blocking MIN. Minimum HANDRAILS. 3. Flexible vibration isolation connectors shall be installed in sheet metal ductwork at the unit in MODULE FOUNDATION INCLUDING ACCURATELY LOCATED HOLD DOWNS PER STRUCTURAL both the supply BM. Beam MTD. Mounted pp y and air intake;these shall not exceed 10.0 inches in length. Ductwork shall be LU W UJ B.O. Blockout MTL. Metal DETAILS AND AS LOCATED ON THE ARCHITECTURAL HOLD DOWN PLANS.CONTRACTOR 7. GRIP-SIZE.ALL REQUIRED HANDRAILS SHALL PROVIDE GRASPABILITY. properly aligned at these connectors without any offset. Q e BSMT. Basement MOD. Module SHALL NOTIFY BLU HOMES OF ANY DISCREPANCIES PRIOR TO FACTORY BUILT HOME 1. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 4. Metal ductwork shall be installed in a workman-like manner in accordance with acceptable W E EGRESS WINDOW ( INSTALLATION DATE. INCHES AND NOT GREATER THAN 2 INCHES IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A practice given in the ASHRAE handbook and the SMACNA low pressure duct construction standards" B.U.R Built-Up Roof N.I.C. Not in Contract (D C.B. Catch Basin NO. Number PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT GREATER THAN 6-1/4 INCHES WITH A MAXIMUM manual. Rigid sheet metal ducts shall be at least the minimum thickness required for their largest '� O (� E 4.ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. DO NOT SCALE DRAWINGS. dimension and/or the static pressure to which the C.B.B. Cement Backer Board (N) New CROSS SECTION OF DIMENSION OF 2-1/4 INCHES.EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH P y shall be subjected;they shall be provided with CEM. Cement O/A Overall turning vanes or long radius bends both to reduce the pressure loss and -J L�- Q 5.ALL DIMENSIONS SHALL BE VERIFIED IN FIELD BEFORE PROCEEDING WITH THE WORK. SPOT ELEVATION C.I.P Cast in Place O.C. On Center RAMPS to provide a more uniform velocity distribution downstream from the bend. All duct seams and joints 0' 0" THE ARCHITECT SHALL BE NOTIFIED OF ANY CORRECTION. CIV. Civil O.D. Overflow Drain shall be airtight and smooth fitting. These shall be sealed with products such as mastic and/or foil- 0. 01, oil CD I'I C.J. Control Joint OPNG. Opening 1. MAXIMUM SLOPE. RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL backed tape recommended by the manufacturer for the location where they will be used. cli 6.WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS OF VARIOUS TRADES, g 5. Rigid ductwork ex N CL Centerline OPP. Opposite (8.3 PERCENT SLOPE).A MINIMUM 3-FOOT-BY-3-FOOT(914 MM BY 914 MM)LANDING SHALL BE PROVIDED AT g posed to view shall be installed in such a manner as to present a neat III ,�- ARCHITECTURAL DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. CONSULT a earance. The ducts shall be rn 1 CLNG. Ceiling PRE FIN. Pre Finished THE TOP AND BOTTOM OF RAMPS,WHERE DOORS OPEN ONTO RAMPS,WHERE RAMPS CHANGE PP parallel to adjacent architectural surfaces and have as few joints as 0 SECTION REFERENCE CLR. Clear PL. Property Line ARCHITECT BEFORE PROCEEDING WITH WORK. DIRECTION. possible. LlJ NT E o I A C.M.0 Cement Masonry Unit PLAS. Plaster 6. All metal ducts shall be securely supported, hung,or suspended by metal hangers,straps,or > M 7. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE Q Q p-) U) C.O. Cleanout PLAS.LAM Plastic Laminate 2. HANDRAILS REQUIRED. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF ALL RAMPS brackets and the support material in contact with the duct,or external insulation,shall not be less U vi iE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED,CONSULT EXCEEDING A SLOPE OF ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL 8.33-PERCENT SLOPE). than 0.75 inches wide. The hanger spacing for metal duct shall not be more than 10 feet for N COL. Column PLT. Plate ( ) rectan ular duct or 12 feet for round duct. Han ers ex osed to view shall be plumb and neat in 1- ❑ o0 E m ARCHITECT BEFORE PROCEEDING WITH THE WORK. CONC. Concrete PLY. Plywood g 9 P P o-i CONST. Construction P.O.C. Point of Connection 3.HEIGHT. HANDRAIL HEIGHT, MEASURED ABOVE THE FINISHED SURFACE OF THE RAMP SLOPE,SHALL BE appearance. All rectangular metal ducts 24 inches or wider and all exterior ducts shall be cross Z °p d)i8.ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES INCLUDING OSHA STANDARDS, broken or beaded to provide additional support. CONT. Continuous PT Point NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM). p pport. rq- C: Z - `° DBL. Double PTD. Painted AND SHALL BE OF THE BEST PRACTICE OF EACH TRADE. 7. Flexible air duct shall be UL listed class 1 air duct made with a polyester interior and a moisture to U) oo A101 D.G. Double Glazed RAD. Radius/Radii FIRE RESISTANT CONSTRUCTION impervious sleeve. Performance and assembly shall be in strict accordance with details listed in the CV W I- A101 ELEVATION REFERENCE 9.CONSTRUCTION FOR WORK INDICATED ON DRAWINGS AS FACTORY BUILT IS NOT IN flexible ductwork manufacturer's a lications manual or the SMACNA"flexible duct performance o DIM. Dimension R.W.L. Rain Water Leader PP p � Q_ CONTRACT. CONTRACTOR SHALL COORDINATE ALL TRADES OF HIS WORK WITH FACTORY standards and flexible duct installation standards".Ti g p DN Down R.D. Roof Drain DWELLING/GARAGE AND/OR CARPORT FIRE SEPARATION. Tight fitting mechanical clamps and mastic Q DR. Door RDWD Redwood BUILT PORTIONS OF THE PROJECT. 1. THE GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE DWELLING AS FOLLOWS: recommended for the location shall be used to seal all joints. Particular attention shall be taken to o, DS. Downspout RE: Refer to A. IN LIEU OF PROVIDING PARTITIONS THAT HAVE A 3/4 HOUR FIRE RESISTANCE RATING, ONE LAYER OF avoid kinks,sharp bends,or other such obstructions in the duct. Factory made flexible air ducts - 10.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO 2!1 DTL. Detail REF. Refrigerator 5/8 THICK,TYPE-X,GYPSUM BOARD MAYBE INSTALLED ON THE GARAGE SIDE AND ONE LAYER OF 1/2 shall be installed according to their installation instructions and standards set by the code. Duct DWG. Drawing PREVENT MOLECULAR BREAKDOWN AND GALVANIC ACTION. work shall use press to g RES. Resistant INCH,TYPE X,GYPSUM BOARD MAY BE INSTALLED ON THE OPPOSITE SIDE.APPLICATION SHALL BE IN P tapes,mastics,aerosol sealants or other closure systems meeting J Q GRIDLINE EA. Each REIL. Resilient ACCORDANCE WITH SECTION R702.3. applicable UL 181A and B requirements. Drawbands used with flexible ducts shall be either stainless- 11.CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED BY MECHANICAL, steel,worm driven hose clamps or UV resistantn I EL. Elevation REQ D. Required B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT BY NOT LESS THAN 5/8-INCH TYPE X p y on duct ties. In addition,drawbands must have a Z ELECTRICAL AND PLUMBING DRAWINGS BEFORE FRAMING WALLS AND FLOORS. �- � E.J. Expansion Joint RGD. Rigid GYPSUM BOARD OR EQUIVALENT minimum tensile strength rating of 150 pounds an db tightened as recommended by the � p -i Level 1 ELEC. Electrical RM. Room C. WHERE THE HORIZONTAL SEPERATION IS A FLOOR-CEILING ASSEMBLY,THE STRUCTURE SUPPORTING manufacturer. Q 2:1 - - FLOOR LEVEL 12.COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ~ I-- co � ELEV. Elevation R.O. Rough Opening THE SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8 INCH 15.87 mm THICK TYPE-X 8. Flexible air duct shall be supported at the manufacturer's recommended intervals but in no case I L a 0' 0" g P g ELECTRICAL, PLUMBING AND INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN ( ) - ❑ � EQ. Equal R.O.D. Rolling Overhead Door GYPSUM BOARD OR EQUIVALENT. shall the intervals between hangers exceed 4.0 ft. The hanger material shall be not less than 2.0 0� Cn DRAWINGS AND INSTALLATION, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. inch wide. The maximum permissible sag i EQUIP. Equipment S.C. Solid Core D. GARAGES LOCATED LESS THAN 5 FEET FROM A DWELLING UNIT ON THE SAME LOT BY NOT LESS THAN p g shall be 0.5 inch per foot of spacing between supports. U pp .J LEXP. Expansion SCHED. Schedule 5/8-INCH TYPE GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT Collars shall be used to attach flexible duct and shall be a minimum of 2.0 inches in length. Collars U) ❑ Q A KEYNOTE EXT. Exterior 13. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR'S DRAWINGS AND ARE WITHIN THIS AREA. shall be inserted into the flexible duct a minimum of 1.0 inch before fastening. W U) U SECT. Section MANUFACTURER'S TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL m O (E) Existing SHT. Sheet 2. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 9• Readily accessible balancing or volume control dampers with outside locking devices shall be --I o EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, provided as shown on the mechanical plans and/or as needed to re Q J F.C. Fiber Cement SIM. Similar NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH P p regulate the air flow to each register. � U > ETC. NOT SHOWN ON DRAWINGS. E F.E.C. Fire Extinguisher Cabinet SKD.GD. Skid Guard 45-MINUTE FIRE-RATED ASSEMBLIES. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. 10.Supply and return plenums shall be covered acoustical lining having a value of R-6 or greater on ♦^ O W F.F.L Finish Floor Level S.S.D. See Structural Details their internal surfaces. Any insulating material used shall meet the appropriated specifications v♦ J tY FLR. Floor ST.STL. Stainless Steel 14.CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS AND LAWS OF AUTHORITIES UNDER-STAIR PROTECTION, required by ASTM e-84,c-553;NEPA 90b;and UL 181. Such insulation shall have 100%coverage and --- - - 4-7 HAVING JURISDICTION. Y `o FLUOR. Fluorescent STD. Stained 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY be installed in accordance with the manufacturer's instructions. _ FIN. Finish STRUCT. Structural SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112-INCH(12.7 MM)GYPSUM BOARD. 11. Ductwork shall be installed so that it will not contact the ground. U FNDN. Foundation SUSP. Suspended 15. FIREBLOCKING TO BE PROVIDED PER R602.8. FIREBLOCKING MATERIAL SHALL BE 12.Return air grill may be substituted,as desired, based on equal face area. C0 o F.O. Face of THK Thick FIBERGLASS BAITS PER R602.8.1 BUILDING PLANNING AND CONSTRUCTION 13. Boot area shall match grill area in all cases. If necessary,boots should be lined with acoustical ♦ ♦ W Y F.O.S. Face of Stud linin to reduce noise transmission. V ❑ U T.O. Through 16. IF TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH ARE REQUIRED, OBTAIN 14. Flat ducts for wall registers shall be 3-1/4"x14"unless shown on the plans. .� F.O.W. Face of Wall T.O. Top of 1. EVERY SLEEPING ROOM AND BASEMENTS SHALL HAVE AT LEAST ONE EXTERIOR DOOR OR WINDOW 9 NECESSARY PERMIT FROM THE STATE OF NEW YORK,DIVISION OF INDUSTRIAL SAFETY, 15.Termination of all environmental air ducts including direct vent termination kits shall be a FURR. 0 LID Lf) Furring T.O.C. Top of Concrete OPENING DIRECTLY INTO A YARD OR EXIT COURT FOR EMERGENCY EGRESS. WINDOWS MUST PROVIDE: 9 W F.V. Foundation Vent PRIOR TO ISSUANCE OF BUILDING OR GRADING PERMIT. minimum of 3 feet from or an o enin s into the buildin i � LO � T.O./STL. Top of Steel MINIMUM 5.7 SQUARE FEET OF OPENABLE AREA, MINIMUM CLEAR WIDTH OF 20", MINIMUM CLEAR HEIGHT OF y openings g('.e.,dryers, bath and utility fans,etc., .must � Q N o GA Gauge T.O.W. Top of Wall 24",AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR. SEE PLANS AND be 3 feet away from doors,windows,opening skylights or attic vents). ❑ 00o o G.S.M. Galvanized Sheet Metal TRANSF. Transformer 17. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH ELEVATIONS. 16.Installer of System shall be factory trained and certified. GALV. Galvanized T.S. Tube Steel APPLICABLE CODES. 17. Installation shall be in conformance with current IRC or as recommended by ACCA manuals D, E,G, - o GLAZ. Glazing TYR Typical 2. ALL HABITABLE ROOMS MUST BE PROVIDED WITH NATURAL LIGHT(8 PERCENT OF FLOOR AREA)AND and I,smacna manuals,and/or the ASHRAE handbook if approved by officials having jurisdiction. j 18. FIRE SPRINKLER SYSTEM IF APPLICABLE IS DESIGN/BUILD. -o GR. Grading U.O.N. Unless Otherwise Noted ) VENTILATION(4 PERCENT OF FLOOR AREA)ACCORDING TO SECTION R303 RCNYS. Care shall be exercised to seal all joints and seams to prevent air leakage. > i G.W.B. Gypsum Wall Board U/S Underside Wcn cV GYP.BD. Gypsum Board VEN. Veneer 19.ALL GLAZING SHALL COMPLY WITH PROVISIONS SET FORTH IN CHAPTER 3-BUILDING 3. IN LIEU OF NATURAL VENTILATION IN BATHROOMS CONTAINING A BATH OR SHOWER, LAUNDRY ROOMS Note: It is the intent of the Engineer of record to inspect all ductwork for compliance with SMACNA a PLANNING, SECTION R308 X H.C. Hollow Core VEST. Vestibule AND SIMILAR ROOMS MAY BE EQUIPPED WITH A MECHANICAL SYSTEM CAPABLE OF PROVIDING 50 CFM standards,i.e.,throat radius,air foil turn vanes,transverse reinforcements,soundlines,etc.,and to -- H.B. Hose Bib VER. Verify INTERMITTENT OR 20 CFM CONTINUOUS AND EXHAUSTING DIRECTLY TO THE OUTSIDE OUTLET MINIMUM 3' field verify air balance. cH.D. Hot Dipped w/ With 20.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. FROM ANY OPENINGS. (R303.3 RCNYS) ` H.M. Hollow Metal WD. Wood 21. INSULATION SHALL MEET IECC QUALITY STANDARDS AND BE CERTIFIED BY THE 4. WALL COVERINGS IN SHOWERS AND TUBS TO BE CEMENT PLASTER,TILE,OR EQUAL TO NO LESS THAN MAJOR EQUIPMENT INSTALLATION HR. Hour W.P. Water Proofing 72"ABOVE DRAIN. TILE BASE SHALL BE CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS HT. Height W.R. Water Resistant MANUFACTURER. Z INS. Insulation WT. Weight COMPLYING WITH ASTM C 1178,C 1288,OR C 1325.WATER RESISTANT GYPSUM BACKING MAY NOT BE 1. Installation shall meet all local and national codes pertaining to the installation and operation of i t 22.ALL WATER PIPING CONNECTIONS TO THE UNDERSIDE OF THE STRUCTURE CAN BE plumbing equipment.Unless otherwise re � I INT. Interior PEX TUBING OR COPPER PIPE.ALL WASTE AND VENT PIPING TO UNDERSIDE OF USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS.ENCLOSURES MUST BE OF P 9 }A required by these standards,the equipment shall be installed � .-;.. ,•,, �. APPROVED SAFETY GLAZING AND DOORS MUST SWING OUT OF SHOWERS. WINDOWS IN ENCLOSURE in accordance with t.a.equipment manufacturer's recommendations. >= STRUCTURE TO BE PVC. WALLS SHALL BE LABELED SAFETY GLAZING WHEN LESS THAN 60"ABOVE THE DRAIN. 2. If"or equal"equipment is to be used,it must meet the performance specifications for the X equipment listed,and shall receive prior approval from the mechanical engineer. All requests for 5. REQUIRED CEILING HEIGHT IS T-6"MINIMUM AND T-0"MINIMUM IN KITCHENS, HALLS,AND BATHROOMS. substitution shall be furnished with sufficient engineering data to demonstrate that the proposed i BUILDING CODE (R305.1 RCNYS) equipment full meets all the performance levels of the equipment originally specified. The contractor ' shall be responsible for all costs associated with the engineering for structural,electrical,duct MEANS OF EGRESS 6. HARD-WIRED SMOKE DETECTORS WITH A BATTERY BACKUP ARE REQUIRED.(R313.1 RCNYS)LOCATIONS sizing,etc.caused by any substitution. 1. ALL DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS .THE MEANS OF SHALL BE AS FOLLOWS AND INDICATED ON SHEETS E1.02. 3. Units shall be installed to provide the clearance or clearances specified by the manufacturer or EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND required by the authority having jurisdiction. HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE EXTERIOR a.CENTRALLY LOCATED IN ROOMS OR CORRIDORS GIVING DIRECT ACCESS TO EACH SLEEPING AREA. 4. Units shall have suitable support to prevent transmission of objectionable noise or vibration OF THE DWELLING AT THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL b.WITHIN 12"OF CEILING INSIDE EACH SLEEPING ROOM. generated by the equipment to the structure. Outdoor,ground mounted, units shall be located on a THROUGH A GARAGE. c.ON EACH STORY OF MULTISTORY DWELLINGS AND IN BASEMENTS. level,one piece,concrete pad. d. FOR SLEEPING AREAS ON THE UPPER LEVEL,THE DETECTOR SHALL 5. Provide and install low voltage control wiring in conduit installed by the mechanical or plumbing CONSULATANT STAMP 0 2.THE EGRESS DOOR SHALL BE SIDE-HINGED, NOT LESS THAN 3 FEET(914mm) IN BE LOCATED IN CLOSE PROXIMITY TO THE STAIRWAY. contractor using methods contained in the electrical specifications. All wiring of line voltage --- WIDTH,6'-8"(2032mm) IN HEIGHT.OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY e. IN ROOMS WITH HIGH OR SLOPED CEILINGS 24"ABOVE THAT OF THE ADJACENT HALLWAY LEADING controls to be accomplished by the electrical contractor. WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE TO SLEEPING AREAS. 6. Contractors shall co-ordinate with the electrical contractor to ensure that all electrical accessories FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR f. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT such as motor starters,control relays,circuit breakers,etc.Required to make a fully functional EFFORT. WHICH THEY SERVE. systems are provided. m T 3.THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR.THE 7. FIRE BLOCK STUD WALLS(@ 10'INTERVALS[HORIZONTAL AND VERTICAL]),ENCLOSED AND o WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING CONCEALED SPACES,AND AT OPENINGS AROUND VENTS, PIPES,DUCTS,CHIMNEYS, BETWEEN ATTIC AND SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES(914 MM)MEASURED IN THE CHIMNEY CHASE,AT STAIR STRINGERS,AND SIMILAR PLACES AT CEILING AND FLOOR LEVELS. (R602.8 NYS Q DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE RESIDENTIAL CODE) NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL(2-PERCENT). EXTERIOR ENCLOSURE. EXCEPTION: EXTERIOR BALCONIES LESS THAN 60 SQUARE FEET(5.6 M2)AND ONLY ACCESSIBLE FROM A DOOR ARE PERMITTED TO HAVE A LANDING LESS THAN 36 INCHES 1. ALL DETAILS ARE TO BE COORDINATED WITH STRUCTURAL FRAMING, ROOFING,WINDOWS AND (914 MM)MEASURED IN THE DIRECTION OF TRAVEL. DOORS, INTERIOR FINISHES AND OTHER RELATED BUILDING MATERIALS. 2. ALL FLASHING TO BE PAINTED ALUMINUM OR BONDERIZED, PAINTED GALVANIZED SHEET METAL. 4. LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1- 3. ALL PENETRATIONS OF FLASHING TO BE SEALANT SEALED. 1/2 INCHES (38 MM)LOWER THAN THE TOP OF THE THRESHOLD. 4. GLASS DOORS,ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 18"OF THE ADJACENT FLOOR ESHALL BE OF GLASS APPROVED FOR IMPACT HAZARD C) EXCEPTION:THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 8 1/4 INCHES m (209 MM)BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR, OTHER THAN AN SANITARY FACILITIES J__ EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING OR FLOOR. STAIRWAYS 1. THE WATER CLOSET SHALL BE LOCATED INA SPACE WHICH PROVIDES MINIMUM 15"FROM THE T 1.WIDTH:STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES (914 MM)IN CLEAR WIDTH CENTERLINE OF THE WATER CLOSET TO THE WALL OR ADJACENT FIXTURE. a AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED ELECTRICAL HEADROOM HEIGHT. 1. THE BOTTOM OF ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE OUTLETS SHALL BE o 2. HEADROOM.THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT INSTALLED NOT LESS THAN 15"ABOVE THE FLOOR OR WORKING PLATFORM. BE LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED S ! LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR 2. THE TOP OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE PLATFORM ON THAT PORTION OF THE STAIRWAY. USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, a' APPLIANCES, OR COOLING, HEATING,AND VENTILATING EQUIPMENT SHALL NOT BE MORE THAN 48"ABOVE 3. RISER HEIGHT.THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4 INCHES (209 MM).THE THE FLOOR OR WORKING PLATFORM. RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT 3.SMOKE ALARM LISTED BY THE SHAL SHALL BE INSTALLED AT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). LOCATIONS REQUIRED BY THE BUILDING CODE ND MANUFACTURERE OF NEW YORK STATE FIRE LOCATION RECOMMENDATIONS. 4.TREAD DEPTH.THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES (229 MM).THE DETECTORS SHALL TAKE THEIR POWER FROM THE BUILDINGS WIRING AND HAVE BATTERY BACK-UP. DO NOT INSTALL SMOKE ALARMS WITHIN 36 INCHES OF A HEAT OR AIR INTAKE REGISTER WITHOUT PRIOR TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF APPROVAL OF THE FIRE DEPARTMENT. N THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS 5. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN SPACE RESERVEDFOR NY_STATE STAMP OF APPROVALI SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(9.5 MM). WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED BLU PRODUCT: 5. PROFILE.THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN GARAGES. NEW YORK STATE RESIDENTIAL CODE-R313. i 9/16 INCH (14 MM).A NOSING NOT LESS THAN 3/4 INCH (19 MM)BUT NOT MORE THAN 1- EL 1/4 INCHES (32 MM)SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS.OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER(102 MM)SPHERE. SHEET TITLE: GENERAL NOTES SCALE AT 24X36: SHEET NUMBER: G0001rL i W C) CD Q r^ Z O O W �- N Z o D o W 0 11 z . .� 2010 RESIDENTIAL CODE OF NYS AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA-TABLE W J E-- of N1102.4.2 W IU - - -- - - 0 COMPONENT W U) CRITERIA O w r AIR BARRIER AND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. W THERMAL BARRIER EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. of BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. O AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. m J L O CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRIER SEALED.v `" ACCESS OPENINGS, DROP DOWN STAIR OR KNEE WALL DOORS TO BE UNCONDITIONED ATTIC SPACES SHALL BE SEALED. O rn C to WALLS CORNERS AND HEADERS SHALL BE INSULATED AND THE JUNCTION OF THE FOUNDATION AND � 0') o U: SILL PLATE SHALL BE SEALED. v a THE JUNCTION OF THE TOP PLATE AND TOP OF EXTERIOR WALLS SHALL BE SEALED. �� Q U 0-)) vi EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN NN Q p SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. + - oD KNEE WALLS SHALL BE SEALED. ° Z o� U Z 00 to U) CO m WINDOWS&DOORS SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. "J T 0NWNF- RIM JOISTS RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER. (SKYLIGHTS N/A) a m m FLOORS(INCL.ABOVE INSULATION SHALL BE INSTALLED TO MAINTAIN PERMAMENT CONTACT WITH UNDERSIDE OF ll U GARAGE&CANTILEVERED SUBFLOOR DECKING. FLOORS) THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. QJ Z L CRAWL SPACE WALLS WHERE PROVIDED IN LIEU OF FLOOR INSULATION, INSULATION SHALL BE PERMANENTLY Q r ATTACHED TO THE CRAWLSPACE WALLS. 1-- m EXPOSED EARTH IN UNVENTED CRAWLSPACES SHALL BE COVERED WITH A MIN.CLASS I VAPOR W p RETARDER WITH OVERLAPPING JOINTS TAPED. D_ U) U pp CLASS A ROOFING WITH WATER , PENETRATIONS DUCT SHAFTS,UTILITY PENETRATIONS, KNEE WALLS,AND FLUE SHAFTS OPENING TO EXTERIOR OR W p Q SHAFTS U �, SHEILD UNDERLAYMENT APPLIED U o TO ENTIRE ROOF PER MFTR UNCONDITIONED SPACE ARE SEALED. p _j O J NARROW CAVITIES BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES SHALL BE FILLED BY ♦^ INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. LIj �/♦ I J o SOFFIT MATERIAL PER SPECS GARAGE SEPARATION AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES.Co U I , o 10 114"SIPS PANEL(R-38) IQ W M 1/4"(MAXIMUM)AIR SPACE -� RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE AIR p U TIGHT, IC RATED,AND SEALED TO THE DRYWALL. \ O a 5/4 X 5 TRIM PER SPECSL0 L0 � ! W 3 1/2"STRIP CORAVENT CUT TO FIT j J F- j BETWEEN FURRING STRIPS o lam. i; , PLUMBING AND WIRING BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR Q N O a ! I WALLS,OR INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL p 00 0 o O 3/4"X21/2"O.S.B STRAPPING @ ,� -� !, „ I : EXTEND BEHIND PIPING AND WIRING. a 16'O.C.VERTICALLY ! III -- - - - -- !' SHOWER/TUB EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR W T N TYVEK HOMEWRAP WEATHER RESISTANT ON EXTERIOR WALL BARRIER INSTALLED SEPARATING THEM FROM THE SHOWERS AND TUBS. CL BARRIER WITH ALL SEAMS TAPED - �', X - 3/4"R-MAX THERMASHEATHE-3, POLYISOCYANURATE FOAM ' r ' '', ' I;: 1/2"GYPSUM WALL BOARD -- I; ELECTRICAL/PHONE BOX ON AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR L CORE RIGID INSULATION(R-5) II , ',Ii ', EXTERIOR WALLS SEALED BOXES SHALL BE INSTALLED. � SIDING PER SPECS CLASS III VAPOR BARRIER-LATEX ,I PAINTED ALUMINUM OR BONDERIZED ! ! I PRIMER AND FINISH COAT BY Sl i E G.C. - v WINDOW FLASHING - ?� �C HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR ''R�.'3'p.;•{ lr:l,1:\' 1"X2'°TRIM PER SPECS t_ HEADER PER STRUCT. FIREPLACE AIR YBARRIER SHALL BE INSTALLED ON FIREPLACE WALLS. FIREPLACES SHALL HAVE GASKETED X 15/32"OSB SHEATHING PER STRUCTURALS _ _ DOORS. �L WALLSLOPED ROOF o WINDOWS/DOORS PER PLANS 2012 IECC TABLE R402.1.1 : INSULATION AND FENESTRATION REQUIRED BY COMPONENT M a) CAULKING CLIMATE FENESTRATION U- SKYLIGHT GLAZED CEILING WOOD FRAME MASS FLOOR BASEMENT SLAB CRAWL ZONE FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE WALL R-VALUE WALL R-VALUE& SPACE WALL o SHGC R-VALUE R-VALUE DEPTH R-VALUE CONSULATANT STAMP 0 3/4"X2 1l2"O.S.B STRAPPING RUN HORIZONTALLY @ - - - WINDOW SILL/HEAD 1 NR 0.75 0.25 30 13 314 13 0 0 0 1"X2"TRIM BOARDS 2 0.40 0.65 0.25 38 13 4/6 13 0 0 0 :o 'I rT' 3/4"SPACE FOR CROSS VENTING }: a UNFACED 5 1/2"DENSE BATT FIBERGLASS�(R-1�9) 3 0.35 0.55 0.25 38 13 8/13 19 5/13 0 5/13 of T 4 except Marine 0.35 0.55 0.40 49 20 or 13+5 8/13 19 10/13 10,2ft 10/13 Q I SIDING PER SPECS 2X6 WOOD WALL STUDS @ 16"O/C 5 and Marine 4' ' . 0.32 0.55 ' NR " ' 49 " 20 or 13+5 13/17 30 .- 15/19 10,2ft "15119 3l4"X2 1l2"O.S.B STRAPPING @ 16"O.C.VERTICALLY 6 0.32 0.55 NR 49 20+5 or 13+10 15/20 30 15/19 10,4ft 15/19 c CLASS III VAPOR BARRIER- 7 and 8 0.32 0.55 NR 49 20+5 or 13+10 19/21 30 15/19 10,4ft 15/19 TYVEK HOMEWRAP WEATHER RESISTANT BARRIER LATEX PRIMER AND FINISH - m WITH ALL SEAMS TAPED COAT BY SITE G.C. For SI:1 foot=304.8 mm. ca !", a.R-values areminimums. tables.U-factors and SHGC are maximums.When insulation is Installed in a cavity which is less than the label or design thickness of the insulation,the Installed R-value of the insulation shall not be less than the R-value specified L 3/4 R-MAX THERMASHEATHE-3 INSULATION R-5-INSTALLin ( ) b.The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration.Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for a VERTICALLY such skylights does not exceed 0.30. F- 0 I `- / c."15119"means R-15 continuous insulation on the interior or exterior of the home or R-19 cavi insulation at the Interior ofthe basement wall."15119"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus 7 1/4' UNPAGED R-5 continuous insulation on the Interior or exterior of the home."10/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavi insulation at the Interior of the basement wall. d.R-5 shall be added to the required slab edgeR-values for heated slabs.Insulation depth shall be the depth of the footing or 2 feet,whichever is less in Climate Zone,c;1 through 3 for heated slabs. m 15/32"OSB SHEATHING PER ! FIBERGLASS a.There are no SHGC requirements in the Marine Zone. g INSULATION(R-25) f. Basement wall Insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. L STRUCTURAL DRAWINGS ! \, g.Or insulation sufficient to fill the framing cavity,R-19 minimum. U { h. First value is cavity Insulation,second is continuous insulation or insulated siding,so"13+5"means R-13 cavity Insulation plus R-5 continuous insulation or insulated siding.if structural sheathing covers 40 percent or less of the exterior, 3 1/2"STRIP CORAVENT CUT TO FIT BETWEEN continuous Insulation R-value shall be o SHADED AREA INDICATES PORTIONS OF THE PROJECT THAT permitted to be reduced by no more than R-3 in the locations where structural sheathing Is used-to maintain a consistenttotal sheathing thickness. ARE FACTORY-BUILT,STATE INSPECTED&APPROVED. \! I.The second R-value applies when more than half the insulation is on the interior of the mass wall FURRING STRIPS _ �u,» - -- > , 2012 IECC TABLE R402.1.3: EQUIVALENT U-FACTORS WALL(CD FLOOR CLIMATE FENESTRATION U- SKYLIGHT CEILING" FRAME MASS WALL FLOOR BASEMENT CRAWL 1X3 BLOCKING ZONE FACTOR U-FACTOR U-FACTOR WALL U-FACTOR U-FACTOR WALL SPACE WALL o FILL WITH INSULATION U-FACTOR U-FACTOR U-FACTOR SIP ROOF(R-38) (D Cr) 1 0.50 0.75 0.035 0.082 0.197 0.064 0.360 0.477 CM -- ----- ---- --- ---- - -- z Q DOUBLE 2X6 P.T.PLATES WITH 5/8' DIA.ANCHOR BOLTS PERCn °_ ' SIPS 10 1/4"DEEP PANELS R-38 Z ENGINEER'S DRAWINGS. 2 0.40 0.65 0.030 0.082 0.165 0.064 0.360 0.477 y CLASS 1 FIRE RESISTANCE RATING Q s 3 0.35 0.55 0.030 0.057 0.098 0.047 0.091 0.136 C) ° - - - - -- 1/2"GYPSUM FINISH FLAME SPREAD<25 Q Z -I e 4 except Marine 0.35 0.55 0.026 0.057 0.098 0.047 0.059 0.065 WALL(R-24) Q - 5 and Marine 4" 0.32 0.55 0.026'. , 0.057'" 0.082, 0.033., 0.050 0.055 . _ WATERPROOFING/ X 6 0.32 0.55 0.026 0.048 0.060 0.033 0.050 0.055 1/2"GYPSUM FINISH FLAME SPREAD<25 C) m FDOUNDATOION WALLBYSITE - 5 1/2"UNPAGED ECO BATT CAVITY INSULATION R-19 of CONTRACTOR - ! _a . 7 and 8 0.32 0.55 0.026 0.048 0.057 0.028 0.050 0.055 SPACE RESERVED FOR NY STATE STAMP OF APPROVAL BLU PRODUCT: FLAME SPREAD<25 LU b. When more than half the insulation is on the interior,the mass wall 1.1-factors shall be a maximum of 0.17 in Climate Zone 1,0,14 in Climate Zone 2,012 in Cliamte Zone 3,0.087 in Climate Zone 4 except Marine,0.065 in Climate Zone 5 and Mareine 4, O _ - a. Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source. L SMOKE DEVELOPEMENT<50 Z N CONCRETE WALL PER I "- and 0057 In Climate Zones 6 through 8. OSTRUCTURAL DRAWINGS - _ a a�e-_-----_ _ ___ ____________________ -T C. Basement wall U-factor of 0.3.60 in wane humid locations as defined ned by Figure R3-1.1 and Table R301.1. OUTER LAYER CONTINUOUS 3/4"tHERMASHEATHE-3 R-5 Q U BLU HOMES INSULATION AND FENESTRATION STANDARDS FLAME SPREAD<75 -- SMOKE DEVELOPEMENT<50 CLIMATE FENESTRATION U- SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL - O CONCRETE FOOTING PER ---_ a _ ZONE FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE SPACE SHEET TITLE: _ SHGC WALL R-VALUE R•VALUE AND WALL ENERGY COMPLIANCE FLOOR IR-25) L� O0 STRUCTURAL DRAWINGS a R-VALUE DEPTH R-VALUE W °° ° �' a° r7 1/4"UNFACED ECO BATT INSULATION R-25 TO FILL FLOOR CAVITY W - (0 O , FLAME SPREAD<25 ° SMOKE DEVELOPEMENT<50 a , a a III 5A 0.29 N/A 0.31 45 24 N/A 19 15.5 N/A N/A SCALE AT 24X36: SHEET NUMBER: Corr of BLU EXTERIOR WALL TYPICAL R-24 VERTICAL SECTION - STANDARD GOwO2 � L - - — - - — - W o 0 V Q (y) ELEMENT LOWER LEVEL Z 0o W • " a t .,' a:� :�•p � �:$ a�t� 'PT `zrya'Ij � i .- .. .., .-,, , ., .. ,. ,.., x-.�r•....:.,..w3,..,3u,.�..:......-.,,......m , . ., - .. .. -...,.Le..:_....e,.,t.._•.,.a.w...e.,.a.._..._.�...-.._.,ma..,......,.. i„w,,_a.n.....r..a.,.�-..._. u_,:..__.,._... �,.-....,...;._.- .. 4. w-,. .:.-.. .,..--. .., .-,.. ., ....... ', -.,- .s,,.,„-„ «„.-, „1 .« - .x... �.:.. ,,. , ,<, ..... ...... .. .e s,.. ....,,,.,..,,,:..,~..,:,,�...,h.r., -.�.'- -.:,.� ,.....,......,..t.,.. -.,....+.+'_...-.,._.__......--..r,....-�...,.,..».......«..,w.-,,.»...........-,..._.s_...._...,.a.......«..,.,...w,.-...w....,,......,.,., ,r,,..e ,..«..,.,4...,-„,A._.,...,..»Y...,..,.....,_«...,,..+,...»u ' e -}CD Category Spec and Option Selection Notes Category Spec and Option Selection / Category Spec and Option Selection W z Exterior LED Sconces,Brushed Aluminum / W Qtstom-__ ' '-i2atio -- - - -- ----- -- ns � r f^ Electrical Changes&Additions j �1) r. BUj _ _...�. ., ....y n_ .. ,v.�_..-1._!r r,.__e. sc..w« a-..w.....,. ,..._. ria -r..�.a,•.. �... � , 77T"777177- • ., LU ,ta,rc_: 1 f d-r„n s Kitchen •Chane Standard Outlet to Quad Outlet / `-- Product Element #of Bed leoms(mod) ' 8 ry d of Baths(mod) 2 Bzths Kitchen .Add USB Outlet(Levitan U584P-W) W/ µ® J � V U) Lover Level Unfir,•,'r,'�_owvr L,:vi t,istanci,ud opri:m;-Sete LL sales n,d,Ur Lrtenar Stairs(oulkhead)-no Inter,or Outside Kitchen •Add Outdoor Outlet / W NO SIDING r n/ Laundry Room La,;r,rirv,,P.9 inHo,set. room Remove x Outlet A d2xOutletsLU -------------.......-_....._....-..._._. . `('j�_ +,'.. Walk-in Closet •Add Standard dOutlet FxtPrinrbl'ind w= And__ersen_-,-_.1;.,.C,_Ser. �s-TFRRP,TOP:F t•-L = Primary Siding t;OP:4r,-'r ,;err,I f tr iIC f'I:r,I'r,' R'.^ ',S r ti•,ricer Ce lent Living Room +Add Standard Outlet for Watl•Mount TV-High on Wall / --Glass Type HP Lc;w E4 4nalt5un IMPACTGLASS ED1 % - - --- - --------- - -- _.._. - �' Accent Sidinr W? 1-,�••r,F •I,,e-r.r,Cle:;r,5' N,.•vr a!(unsealt':11 Raimcreen UPerade on whale Pomse Living Room •Remove 1-Bax&Add 4x Recessed Lights j -Interior Casing&Finish Custom(see notes) UM1nishM Interiors — t , Q - Add 2x Exterior Flood Lights 5 &Hardware -- { ) No screens or Hardware LL creeps usto a not J Exteriorno r x . (fixed units) K m se es v FxtrrlorVyindaw And,r, d.i05 ._:•TLI!RATDNE HVAC Lennoy.UlleSeries v' {15 sELP,) / --Glass Type HP lcsv--;T Smar;Sun tMPAC7 GlA55 Interior Casing R Finish Custom{sec nates) Unt n rhed P nc Gsines tU -- - r r : .. ,..; , ,«..._ , . ., - =.3 :'sate. ;); s rt'.1 . LO Screens&Hardware White Screen and White Contemporary Folding Hardware r „ ,.._ . .., _ , P E O Fxcrripr rl:dint:nears Custorn(sae notes) A-S£RI£SUPGRADE(imparti•Tarratone Gypsum Board // CUSTOMCD -- - - - - - -- ti 0 g W � Glass Type HP Lew 4 r:raf•son' WiPACTGLA55 Interior Finish Moisture Resistant Gypsum board in bathrooms � Code Required Only for Unfinished Basement&Bulkhead SEE BSP SCOPE OF WORK � � Q _.. _. - _.. . .. _. ......._. . - -....- - ---------- ...__............. .. .._..__..._... - - vale s substrate d surfaces t 4 mHardwareDurarock(or equivalent)a e for rile daces q Q I •- Screen,&Hardware Sliding Ser en and Sa,In Nickel Anvers „a , _,�,,,�„a-, Nanawah Upgrade '10 -___-_.._.,_-_ ..,. .,.,.. ,------..._ _- Interior Paint Not included;Primer included on factory{ompleted portion of home VAC NO HEA T•UNFINISHED •r e Exterior Entrance Door TI', ..r,i i'u f ui Glas fro d Do•.;i+S.r1:_i.ghl co Paint and primer touch ups to be completed by site contractor or>client Exterior Accessories Doorbell Button,Stainless Steel and Wired Door Chime,White InteriorTrimBaseboard Primed Pine 9/16 x3 2/2 z J to Interior Trirn:Door Casing Primed Pine,9/16”x 2 1/4" //, _ to pop Interior Doors!Swing Primed Solid Core,Flush N W _..,.,_...._ ....--------------_.._._......... ..........._--------_...,_---,....._._._........__._...-----.._.__..._._-.__...__....._......_......._..____._.---____...__._..... ..._._______.,._.._..__----------------._.. co Privacy Lockset of all bedrooms and baths / r CL. o j Door Hardware:Swing Passage Cockset at all other swing door Q ! Schlage Dexter Solstice,Satin Nickel / armor oars. ss rI e o ch ow oreBlr lush---- - - -- ---- --- -- - - - - -----— - --- -- - - - - — -- — --I - - - - > •" or Pull :»:,:.v.... ., ;' CInterior Poor:I Bypass ndry Primed OLouvered Pine t�s i m a RoofingP,'-,td S' n'mr S, '_';.r-„ c r ,VA _ .. _. ..n,P-'r'=Is-1'F." H F..•tirf t UlvtF.(p�,m:um) -- - Door Stops Uta11 or floor mount,Satin Nickel /� Ni[ - - - ------- - - - - - -- ----" Closet Shelves Built-in shelf,Clothes bar J Gutter&Downspout f.",,:tal c ,ti'r and(r v•r't*n;t-DACKBRONZF C „i W 77-� .w.�,.>du'a-...:a-...,ups,,....rai.-1..:.:S:ii,,,..;..w..r....,. _.�w,..,..`�.: ..i:..w�s..:.-i.css. ,:''�;:.: ,.,..xaim.::i,..w...sw:w........ay.,.i...Srx." -t r _ - ..::..u ..�mvrz�.:«4.*'. / � " - •�� ,-"�• .".: �� Blower Door Test-Required by Code CI Fin,sh Floonn _'fan a, AGf COAST ART,OAK SAI;;,DOLLAR,r' Yry ___..._ Pr¢V de Rough Plumb/Water Hot&Cold for a Future Outdoor - - - -. .-._.., ---- -- f_..._.. - a -- Mechanical flooring Marmoleum Eternity or equivalent B ( ) m - - -- ---------------- ----- Shower Unit-Does not include fixtures and/or drain, m TV Wall Mount YF'-,-err,rr,:&f.?ert-tcal G-sr lb'al-.+':'i:'1 t U I J f v Customizations W ,v s � ---- -- - - - ...-- -- - - -- U) i Living Room Add Ccv,rno 32 Fireplace with Cerami,:Fiber Stone Media _j O Living Room Add Fi•r-,nlacr.Tile Surround-Brazllhan Black Slate o I F Bedroom 2 Move Closets to Bathroom Wall(remove Bath Dour) > Cna Bedrooms Add Rkrrlinf,in Foch Bedroom for Folding Rd Installation --- ... O W �.w. Category Spec and Option Selection Notes --- - - Trim R Fixture Package Moen _._ _._......... _..___..._........._. ............_._.._____,___._._ ____._,_,___ ___.___--____._ _ _ -----_____ _ _ /' ttttttJ U I, Kitchen Faucet Moen Arbor with MobonSense,Spot Resist Stainless / m Bath Sink Faucet Moan Align Iwo Handle High Arc Bathroom Faucet,Chrome - . . ... , Hath collrctinn Moen 40 Degree Collection / a Deck~ U V YI Paper Holder Mnen Align Paper Holder,Chrome Product Element 57 - -- - rn - - - - - - - - - - - ---- - --.-_.--- --- - - -- -.. _._ ---- ----------------------- -------------------------- ---------------- -------- - - - --'--- -------- -- .-_..-------------.----'..___.---------._. -._.._ _.____._._ . .- ---- -_.._.__-'-.__.-._ - - - _--------.._,.__._._. Towel Rai Moen Align 24"Towel Bar,Chrome / Deck Dotion/Material Camansite Decf:n? TREK SELECT-SADDLE COLOR O Ln Lt) i I a (land Towel liar Moen Align Hand Towel Bar,Chrome / E U Rohe Hoak Moan Align Rohr Hook,Chrome / C14 C) O 77 - ...,... .. e ,-1. - •P. - O O Washer Whirlrool Elector V1 as herWhite WFW70HFB:N // — --- Dryer Whirlpool Electric Dryer,White,WED70HEBW / I v / W N i CL (D C Z5 os Casework 51-.b G.,-,r-'v.'H'TF GFOSS, tis , - .-. .- -- ----- - ---- ------------' .. , E Casr'vrork Hardware 1-povv,II P.fr F'L-1,B•u•,hed Sat!n f.r,:•! z Kitchen Sink Kohtcr';:,:,!t.L3�B•�`+i'ls e C,asc 5'n,,Stainlos Steel Sink Drain/Disposal In,;:A=mica Ga:h.+;;r;a'.t,osrr veli,,;,nk Tap A r Sv.-itch(Lhe'ck septic,del t Countertop CAF.16 ry'n Naural Q.iart1-PRA4 SAh.[i5 / Back plash F).-a.,lr- ,ll-Coln,L';;ay.,G;._- FF'lTH-R--F'_?.G---__-_._____,.._......_.._. t`p Annllanre P.v'karr, Crn'„ire„Park!^ / m -Refrigerator Electrolux Icon Refrigerator,French Door,Stamless Steel,E23RC681P5 / o Dishwasher Electrolux Icon Dishwasher,Stainless Steel,EDW7505HPS j j ! Cooktop Range Electrolux Icon Ga:Range,36”Stainf=ss Steel,EF36DF16GP5 / O - - -- ---- - -. ------------- L Microwave Electrolux Icon M,crowave,Stainless Steel E30M075HPS o o Ilood Electrolux Icon Hood,36"Stainless Steel,FRH36WC55G5 / CONSULA_TANT STAMP e Oven Electrolux Icon Electric Convection Oven,3n"Stainless Steel, c EE30E1,V7SGPS j -Refrigerator Drawers Electrolux Icon Undercounter Refrigerator Drawers,24"Stainless Steel,E24RD75KPS / - - - -- .. . . - --- -- - - - _------ Wine -Wine Cooler Electrolux ii-nn Wine Cooler,24"Stainless Steel FE24WC75HPS77 a Bath Cabin(Standard Bath) Wo0'--;n Shower wi*t•Tiled Floor / -Handshower Y 5(,o-Trun Pac'aa<e) cCARDINA,I`dUr1L IIING',Pm ULL-fra ,Jess Svntrta Dour(StQINIR PAN& / Glass Door C - I - ------- bV,41K1',;HOV'.'FRONIF'3.____._.__.-._ -.--.---__....__...____-__...__�_______ _ Toilet 1::)T0 A'-lu...II DuA I';u:h To,iot / S1,nL-BRA2 BLACK SLATL(natur:4 Lk ft /r Bath Floor(incl.base trim) I r N grout color De lore a,+Gray g:DL.t CL Bath Surround(Wall) r?a';ilt' 1(:,16-ti.dur.,°Stone-RR,M1Ii'_BI ACK 51 ATF grout color DelorCar C:-ay,;••-;ut / rn Bath Sink Kohler Vertiryl Undercounter Sink _ - - --- - Countertop Cabinetry h'1f;c,9 rP�tt\Pl C"M1T?�IRAPI?1A Casework Hardware Nc'pev;rll Czar PLA,B=ushed Sat,n -- - -__.____-.._ t Shower Shelves Til-Red.Pf rIt Jirhr-Double Reressed hov:Pr Shplf / U / L .,.. _ 7177 . ,. _ ,,...x.."....,w.,.:,.«..+aw,a....v,W...,ai.:w -W+.+,.:w:ow,•�ae..wi,. '-.. -, -- . :.. Bath Cabin h r 5, i.n:; r,%,•o,`.rli a L / o Toilet T'C10 Aaur,;11 Duds F'w.h Tolt,,t - - i ai Oa't,le-16,16-'Jaturaf Stone ER.AbL BLACi'SLATE(uaturat cleft '> Bath Floor(incl,base trim) i grout color Delorc.ar,Cray gtout c tv , Bath Surround(Wall) Or:`tiU.-12:,24-P:ircclaio-UNITY BEIGE(•.Inpolished) O j groutcolor lJdhd•,,isrgraut - ------------_-----------'-'-------------- Bath Sink Kohler Verticyl Undercounter - -.-._... - - - - - - --- - -0 I _.----._`Countertop CAIMRRIs rd,t,fral QZ jartr-PRAA SA.Nr'; 17a c Cabinetry Sl:�Duor,NIAPL't NATURAL n Casework Hardware H ir-_;v.'!I r+ar Pij'l,B-,ished Satan Fi.r_r:^_! SPACE RESERVED FOR NY STATE STAMP OF APPROVAL as -- -- - -- - - - -- - E BLU PRODUCT: U i O t Horne Automation Blu Home!Automatinn Package - - - - - - - ' Lighting Package Surface Mounted LED Fixtures,White - Kitchen Island LFD Pendants,White SHEET TITLE: Under Cabinet LED Light Bars,White j Surface Nlounted LED Fixtures,White ELEMENT SPECIFICATIONS SHEET NUMBER: . i G201 i W 0 0 SHADED AREA INDICATES PORTIONS OF THE PROJECT THAT V ARE FACTORY-BUILT,STATE INSPECTED&APPROVED. 0 � O r wr ON - z O CD > oCD W (Ifz wQ J o Lu W Lu: UjI c Q Lu, p U) J J m Qi W J LL I� 0 o, wLo ti o �' �t U � rn I Q V yll N U ~ co Z co cva �j s c Lc � o; Nw �- a m O T •Q -� c O z _j L �- `° U m _j LUZ Q / m 0 J O n / Q J P ' / / U ' W / J U) I o w Y j C) a / O w o Q N FI J �- EXISTING CHAIN LINK FENCE CD / \ 00 O O ' er 73 °' I \ w SIN x GRAVEL DRIVEWAY vq m cB \ \� -------- ----- GRAVEL DRIVEWAY TO BE REMOVED S BULKHEAD o CONDENSING UNIT PAD �;• .` CO \ PROPOSED 4"PVC SEWER - CONSULATANT STAMP ' \ I PROPOSED WIDE SEWER EASMENT - - . I S DN- i ' FACTORY-BUILT \ I MOD A ! \ ' TRUCK' ; I' � l - S \\ S S S S S S S _0 I I of TREES TO BE� I . I I I � c - i REMOVED AS a i \ REMAINING CONCRETE FOUNDATION TO BE REMOVED of NECESSARY \\ / Q CRANE PAD SHALL NOT BE SET LOWER THAN 10'-0"FROM MOD.REMOVE ANY FENCES,VEGETATION,OR OTHER DEBRIS WHERE CRANE PAD WILL BE U LOCATED.ALL TRESS OVERHANGING Q OR WITHIN 5'-0"OF VERTICAL ` O N MOVEMENT OF SET EQUIPMENT SHALL J__ BE TRIMMED OR REMOVED \ \ o m CONFIRM LOCATION OF ANY L STRUCTURAL OBSTRUCTIONS WITHIN L 10'-0"OF CRANE PAD. BLU AND ITS o SUBCONTRACTORS CANNOT BE HELD �i ` \' / 86 T RESPONSIBLE FOR ANY OBSTRUCTIONS \\ NOT REMOVED AND DAMAGED BY SET EQUIPTMENT. i > CENTER OF BOOM c i W r� j / V) CRANE 0 40'x 40'TEMPORARY CRANE PAD - W / W SPACE RESERVED FOR NY STATE STAMP OF APPROVAL'' / BLU PRODUCT: -- - -- - - a ! APPROXIMATE ' Lo I ~ OCATION X OF ST NG E WATERMAIN SHEET TITLE: SET DIAGRAM SCALE AT 24X36: SHEET NUMBER: SET DIAGRAM Ao . - W C) WINDOW SCHEDULE - SITE BUILT LEGEND: < SHADED AREA INDICATES PORTIONS OF THE PROJECT THAT -- Q co , ARE FACTORY-BUILT,STATE INSPECTED&APPROVED. O (fl MANUFACTUR MODEL DESCRIPTIO EXTERIOR INTERIOR FRAME FRAME MO MO DP 101 DOOR PER SCHEDULE z p TAG QTY--- E MODEL NUMBER N MATERIAL FINISH SCREEN HARDWARE FINISH WIDTH HEIGHT WIDTH HEIGHT GLAZING TYPE SHGC RATING W - - __ ___ 1100 WINDOW PER SCHEDULE Q --Al 3 Andersen 400 Series AR41 Awning Terratone UNFINISHED PINE WHITE SCREEN STONE FOLDING HARDWARE 4'-0" V-5" 14'-4" 1'-9" Low E4, Impact Glass 0.41 60/65 z CD CD (E) EGRESS WINDOW REQUIREMENT Q 0 � HOLD DOWN NOTES: > �" WINDOW MEETS MINIMUM EGRESS DIMENSIONS: - --- -- -- — - - - -- - -- --- -- >24"CLEAR OPENING HEIGHT W Z I E X T E R 10 R D 0 0 R S C H E D U L E - S IT E B U I L T HSS ADJUSTABLE HEAVY HOLD DOWN, 1"DIA.A572 >20"CLEAR OPENING WIDTH l - - _ _ • GRADE 50 THREADED ROD W/DOUBLE NUT AND >5.7 HQFT CLEAREIGHT FROM TING AREA Li < O CLEAR OPENING Li J SQUARE WASHER.SEE DETAIL 9/SD1 IN STRUCTURAL U MODEL SCREEN & UNIT GLAZING W W >! TAG MANUFACTURER MODEL NUMBER DESCRIPTION INTERIOR FINISH HARDWARE UNIT WIDTH HEIGHT MO WIDTH MO HEIGHT TYPE_ DRAWINGS ANDDETAIL2THISPAGE �TE) TEMPERED GLASS REQUIREMENTIK -.- -- SIMPSON STHD14RJ STRAP TIE HOLD DOWN, USE V.I w i 113 -lThermaTru _ Smooth-Star S100 Pre-Hung Exterior Door/Frame Vendor Primed,Paint in Field Satin Nickel 3'-1 3/8" 6'-9 3/4" 3'-5 5/8" T-0" N/A SM1 STRAPMATE FOR PROPER INSTALLATION IN --- Q LU - - CONCRETE.SEE DETAIL 7/SD1 IN STRUCTURAL r W DRAWINGS AND DETAIL 3 THIS PAGE _ O U) 5/8"ANCHOR BOLT SPACING VARIES FROM 12"TO 48" iD - t� O.C.-REFER TO PAGE S2-L FOR SHEAR WALL J .__I LL Q € -.-�,4 , t LOCATIONS AND&DETAIL 1/SD2 FOR ANCHOR BOLT SPACING. 5/8"ANCHOR BOLTS TO BE 3"MAX ABOVE N 731 ,'.. 1I CONCRETE. LO E 1 56'-8" W Urn tirnr� OT >Q -01 °° 4T-10" 54" 3_6" (D6X6 POST EJ.S. Pa ni E a co 0 0 t r i` Z I ° I ._ � . ,oI I A4.31 � - U T.O.W EL.29 5 314" ❑ ❑ Ln (n 00 (6 I 4 1 -\ o ) '}/ , , BILCO BULKHEAD ABOVE REFER ❑ 1 : w ~ r 1 ❑ SII TO PAGE A4.32-SITE G.C.TO ° Q VERIFY DIMENSINS WITH _ �8 T2 5/8"X7 1/2"X'1/4" f i BULKHEAD MANUFACTURER ---- { STIFFENER PLATES ° �� flewcu + dI' �� 1 �,% > EACH SIDE ' tr' I ___i z Talc F'dtltPI W Q CIL j FASTEN (26) 16d - ° ° � � I o - Z J H tro -- _ _ - ,•-___ r NAILS THRU S,HTG _ ,o _ ' ---_.__-�� O N _ Q I I �; 11 INTO POST -- ° ~ N .,. + o 1 2X6 FASTENED ° ° 3'-11 1/2" 34'-4 1/2" 8'-0 1/8" 14'-3 3/8" j m J U i�7: ti.„� +.. TO MOD IN L -a I-- -° } i W U) U FACTORY o o ------- 2 - _ T.O.W _ A1.30 FIELD NAIL STRUC 1 PLY - 29' 10 3/4” \�, UP = U > ' - I \ -'- - � - w - STRIP _ _ - - - - - - �A1� - - - - - - - - - - - - - _ 1 - - - - - - - - - - -- -❑ -- - - - � � ❑ - - - J 113 ) / � ! w WALL SCHEDULE - - -_- � 3"O.0 OR PER'.SHEAR � �❑ � co o REBARPER - - _ - - - - - - - - - - - - " I _ \1, 1 - - - - - - - - - / �� a STRUCTURAL 23/4 - - - - - - - - - - - - - - - �•- - ��' I M Q v, DRAWINGS _ I ° 5/8"DI(X 10" 'L"ANCHOR BOLTS 7"MIN. EMBED.@ 6' U ` " ° 1 . c- ---- - 0 > I -- O.0 U.N.O.ON SHEAR WALL a-a° . I-. 5'-4 1/2 4'-4" 8'-7" 4'-4" 6'-11 1/2" 4'-4" 14'-9 15116" 3'-5 5/8" I 4'-5 7/16' 0 LO LO LO SCHEDULE // SIMPSON STHD14RJ M r= 1 2 MASONRY OPENING MASONRY OPENING MASONRY OPENING MASONRY OPENING 2 'o E ° N m m N O ' { STRAP WITH STRAP M A1.30 °' 1 I A1.30 2 3/4' Q $ SIMPSON STHD14RJ STRAP 4a MATE o2'-01/2"�,12" " I y 'bo �o WITH STRAP MATE T1.O.SLAB EL.21 11 ❑ o INE OF S EPS 4"CONCRETE SLAB,SSD -o BOVE - FOOTINGS FOR REINFORCEMENT W N ---- - - - - - - = - - -_ FIXED SIDE ABOVE TYP,SSD -STEEL NS x LIGHT HOLD DOWN SIMPSON STHD14RJ STRAP W/ STRAPMATE LOCATOR W _ f— a --6o, ` I W - I- -- 4� I I I J I I - ® o STRAP HOLD DOWN - FOLDING SIDE ABOVE I I N 17 ` 3 -1 1/2" = V-0" v 16'-8 1/4" L - - „ - L - a - - - -- / 9 9 14'-9" 15'-5 3/4" cli � I _ U 16 0114" - 14'-9 3/4' � El i �- HOLD DOWN PER PLANS _ w - C? W INSIDE F.O.C. / �* U_ INSIDE F.O.C. _HTT4/HTT5/HTT5KT o o SITE-BUILT LOWER-LEVELCl op -HDU11 ° _8HDU5 " �' z UNCONDITIONED (STORAGE) 8"- V� -HDU14 9" 2'-01/2" 1'-2" °- - J j °110 -HDQ8 T.O.W EL.29'103/4° (MOD A - ELEMENT 57 - ABOVE) "' -UPHD14 - 11° = ATR PERHOLDOWND-VDIA. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I' 1 3/4" MAX. - �\, A _. - - ° ° ❑ ` ~ y 2 2 o N \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- -- - — - - -- - - -2 CONSULATANTSTAMP -- --- ;l o ll,L 2 L - - - A1.30 A1.30 FIELD NAIL STRUC 1 PLY STRIP W/10d T-5 1/2' - 44'-3 1/2" T-5 1/2' NAILS SHEAR WALL EN SPACING -_-__ - - 8 3/4" 8 3/4"T Q, - 1 3/4" V DIA.X 5"ATR `v `v 0 1,' \ / 3X6 SOLID BLOCKING @ DECKS ch c� c� 7t >1 ' / / 00 c j N �o i1 2'-11 1/2" 4'-61/2" y T-6" T-6" y T-6" , T-6" T 6" y T-6" �, 6'-1 1/2" 1'-0" co 00 /1 I 1 �=K, \\ 2X6 FASTENED TO MOD IN FACTORY Q - 11' SITE-BUILT - N d M P.T. DROP BEAM, DECK ABOVE x , FIELD NAIL STRUC 1 PLY STRIP W/10d ` O - NAILS SHEAR WALL EN SPACING -��L` ~ -O°� 1 SSD - 7 - —1 - —1 F- - - 1 F— - 7 F- - —1 CD CD \-- - CO .% 1'DIA.X 5"ATR ❑ _ ��N �- - I } - — - - + --- _ - - ❑�❑� ❑ ❑— ❑❑ ❑❑ ❑ ❑ o I _ I j SLOTTED HOLE(LEFT&RIGHT)IN N a L - J L - J _ J - J L - J r-----------J-------------I--- ----------------J-------------- ---- --- L (' _ •- o F a TOP - - „ „ „ 8„ N d ° �- _ REINFORCING PER 1� 8'0" 8, , «' E 5/8 DIA X 10 L ANCHOR BOLTS , t r O 0' 814. 8'0' i 1 STRUCTURAL DECKINGNE 2T-7 112 m (7" MIN. EMBED.@SPACING PER ;❑ / iv P.T. DROP BEAM, ABOVE L ❑ - SHEAR WALL SCHEDULE) DRAWINGS /� SSD F-- � - - I HSS HEAVY L - _j I I > SLOT1•EDHOLE(IN&OUT)IN 23/4"- _ a. ---------------------- -= ------------------------------------ i HOLD DOWN BOTTOM - - ❑ / U 1"DIA.ANCHOR Q / BOLT PER ------------------------------------------------------------------------ 1" DIA ANCHOR BOLT PER 4 STRUCTURAL _ ------------- o STRUCTURAL DRAWINGS ° LINE OF STEPS ABOVE 26'-7 1/2" NOTE: -6"MIN. - m 60'-7 1/2' HSS HOLD DOWN HAS FI ELI)ADJUSTMENT OF 13/4"IN OR OUT,AND 13/8"LEFT OR RIGHT e MUST BE INSTALLED BEFORE MOD IS PLACED-UP TO 1/2 P.T.PLY SHIM CAN PLACED BETWEEN FOUNDATION AND HOLD DCWN IF 1"DIA.ANCHOR BOLT IS SET TOO HIGH B a ° - - UNFINISHED BASEMENT PLAN - LOCAL - --- 1/4 = 1 -0 --- - - - - HSS HEAVY HOLD DOWN SPACE RESERVED FOR NY STATE STAMP OF APPROVAL E ? 1 1/211 = 1'-0" BLU PRODUCT- U O O t SHEET TITLE: ARCH. FDTN. PLAN + DOOR & WINDOW SCHED. SHEET NUMBER: ■ W po V Q co NOTES: Z o W �- N 6 O IMPORTANT:DECK TO BE SUPPORTED INDEPENDENTLY OF Z �� BLU MOD. 0 A4.31) O c) W ll� z z LEGEND: L1 Q 1 � 101 ) DOOR PER SCHEDULE W U) L11 II I — A BILCO BULKHEAD -� I B \� w O w I WINDOW PER SCHEDULE w 1 Q r cf) _ ( E EGRESS WINDOW REQUIREMENT W DRIVEWAY 1 WINDOW MEETS MINIMUM EGRESS DIMENSIONS: z _ t >24"CLEAR OPENING HEIGHT M O _j I PAD FOR >20"CLEAR OPENING WIDTH 1 1 >5.7 SQ FT CLEAR OPENING AREA _j LL Q 2 MOTION SENSORED PAR 1 CONDENSING UNIT � ) -" <44"HEIGHT FROM F.F.TO CLEAR OPENING FLOOD LIGHTS AT CORNER,TO o BE SHIELDED AND PROPERLY `� 1 (TE PATH TO DRIVEWAY AIMED PER EXTERIOR LIGHTING \A3.30 �A3.30 �� TEMPERED GLASS REQUIREMENT N GUIDE ACCEPTABLE FIXTURES. Lo �- t t 1 1 4,02 SHADED AREA INDICATES PORTIONS OF THE PROJECT THAT YO _ -, t ' ARE FACTORY-BUILT,STATE INSPECTED&APPROVED. i Q U M - -- -------- _. .-. .. m • co O C)-! r �— _ - - - � co� ,y � 3'_p" ' : C) x , , - � m � - LAUNDRY---; - -- - - - - a, - - - - CH <:<31SF ;W<< . i - 24SF - - - --- -- - - BATH ----BEDROOM2 KITCHEN i - op x 154 SF I _E - - - - - - ------ ---- - -- -- --- -- — -- - -– - - - Q —UP _ --- -. _ --- - - ---- - - — --- ---_ _------ --- ------------- - -- ------ --------_---- ---- -._... --- -- -- - - ::: _ __ _: : -:- ! !L MASTER BAH _' - J - - . .: _. - ~ > —I -- _.-.. - - - - - - .. _ 48 SF �� Q �� -------------FIXEDT — N - - - - - - . ml wi SIDE---- --- - - ---- --- --,- ---- .�._.__._ .. .-__-._-'-__•__.._-- .............. �Df�o 1 � D.. O � cp - -- - --- - F 2 L ►.: I - -- 31' p"_- - .. _ __ ._.. -FOLDING SIDE. - - - - - - - - - - - = i �" A2.30 LLI Q U - - - I C) LLI o - _. -- - - - - _ - - - A4.31! _- .._..:._.__.... - - - - - - - ... - - MASTER BEDROOM - - -- - - - - - ------- - - - --- - - - - -- - - J U W -- -- — ._ .169SF �� ' - � � ' --- ---_ z-... - - - - - - - - - - - - ---- - - _ - - _ - - ---I ; -- -- _- -- - - - - _ _ WALK IN -- — --- - -- -- _ I m J O A3.30 -- - - - - -- - - --_- _ - ----- ._ ::-.. - - - - - - - - 58 S F -- M Y DINING ROOM .___ _ ."-- LIVI G ROOM i r - --. - --------------A3.30) U = HOSE - - -. . - - -.- " - I._. -- --- I' ,J > I -0_ MOD A - - - - Q W � ' o BIBB - - -" - l + --- -- _- - - U U ' - -- - - - - - --- - - - - - Ln Ln Lo ujLo o Q O N O E] t u I 1 - 1 1 , =: - 1 - j O O - o ( 112 1 1 I 111 I 1 110 1 4 , i HOSE BI BB 1�. �4 ( i Lo W r N M 0- N A4.31 A4.31 I A4.31 A4.31 1 a) I -- ��- � 30'-71/2" � / o o SITE-BUILT DECKI o W/O RAILS) �J f; 0 4.03 1 r - LA2.30 - - 1 I � + - COMPOSITE DECKING-TREX�I � I SELECT-SADDLE COLOREn 3 A4.3 q t - CONSULATANT STAMP U34'-0" 26'-8" \ -- _' 60'-71/2" Q 2 2 o A A4.31 0 0 a rn L U N E O ENTRY LEVEL - LOCAL t 1/4" = 1 -D 11U i I O (6 Q O L O O I -j _ I i C U) O r O � I aI c a> c c SPACE RESERVED FOR NY STATE STAMP OF APPROVAL' a� E - - -- - - C BLU PRODUCT: o ' En L i SHEET TITLE: I ENTRY LEVEL PLAN I - SCALE AT 24X36: SHEET NUMBER: ■ SHADED AREA INDICATES PORTIONS OF THE PROJECT THAT KEYNOTE LEGEND - EXTERIOR uj o O LEGEND: ARE FACTORY-BUILT,STATE INSPECTED&APPROVED. 2.01 PRIMARY SIDING-IRON GRAY JAME HAR I u Q O S D E PLANK 5"REVEAL,SM_OOT FIBER CEMENT C') 2.02 ACCENT SIDING-WESTERN CEDAR RED, CLEAR 5"REVEALO (o 101 DOOR PER SCHEDULE 2.03 TRIM-ALL CEDAR - uj O r- 00 WINDOW PER SCHEDULE GENERAL NOTES: 2.04 METAL DRIP EDGE Q }' O 3.00 EXTERIOR DOORS &WINDOWS-TERRATONE-ANDERSEN — z O On 1 i TOP OF DECK TO BE 30"OR LESS ABOVE 4.00 ROOFING-METAL STANDING SEAM PANELS-PREWEATHERED GALVALUME-PREMIU_M O Q O E EGRESS WINDOW REQUIREMENT FINISH GRADE FOR DECK WITHOUT RAILS 4.02 GUTTER &DOWNSPOUT-DARK BRONZE WINDOW MEETS MINIMUM EGRESS DIMENSIONS: 00 z >24"CLEAR OPENING HEIGHT 4.03 DECKING-COMPOSITE DECKING-TREX SELECT-SADDLE COLOR uj Do- >20"CLEAR OPENING WIDTH J >5.7 SQ FT CLEAR OPENING AREA o <44"HEIGHT FROM F.F.TO CLEAR OPENING ♦/� W _ W r TE TEMPERED GLASS REQUIREMENT Lu W (o O wl Qrr, r W Z = I D Oc/) LL J. Q V O N N a ® rn Lo W ti E O L) 0') o QUrn , loco E a � z � o �I z � � M, vU) � � NWF- o r a Q Qi A JQ N 1 �R.r 3 o 32 _j .30 (A30 p- Fa-- m CL 1 1 I W F_- 1 I 1 elf co rI o ---- -- --- 1 Ell = -- --- O 1 v A3. \ 12 1 O LU - - i 3 --- 14.5 JIB - ------- o -- - - - --I - -- - - - 12 c J i T --- - --- ; 3 i I TT Cn li ----- ----- --- - - - -- ' 1 _ - - - ---- -- -- -- ----- - -- --- - V - Lo Lo 1 --- - - _-- - --- --- - -- - --- -- -- O W E 1 _ - -- = - ----- -- --- -- rte]-- - 0 0 0 r 4 - -- -- ----------- - - 3.\ - --- - ---- (C7) - --- --- -- -- Q0 ---- -- 7 - - -- I -- --- -- --- - --- -- ---- - ----- - III --- ----- - --- --- --- - -- - I _ - - - - W N - -__ 101 -- a, ---- --- -- --- ----- -- - ----- ---- - -----_---- --- ----- ----STUB OUT FOR SHOWER- - --_ _ ---- I ----------------- ` ------ ---- - -- ---- - - -- -- - - -- 1 - -- -- - -- - I - - 4-4"M.O. - - - 4147 TT A1% j \ GRADE TO SLOPE t,. AWAY FROM 1 1 j WINDOWS B A N r EAST ELEVATION - LOCAL NORTH ELEVATION - LOCAL of 3 1 1.11 1°-0" 4 1�4" = 1'-0" CONSULATANT STAMP 0 0 c_ T O_ O U 2 B F Vv' 1 QI 1 3.30 A3.30 1 1 -:\4.00 U 1 FIREPLACE FLUE I _ CL 1 I �3 A3.30 L ; � � i i i I ; � 1 ✓ � m L 12 4.5 1 GUTTER - -- --- - --- -- - 1 -------- - - `` 3 m ! j FASCIA ;` %/ - ------- ------ CIL � 1 - - -- , 3 l _ -- - -- - --- -- - - ------ - -� -- --------------- _ VENT I > - ---- - - _ -- - - -1 I ' - i o ------ ---- -- 6 --- - SPOTLIGHT ----- - __ II =EXTERIOR - = DOWNSPOUT _ r --- —SCONCE ---- - --I o -- ------- 112' I — I) '� --- 11 ----- -- w 0 I --- � ACCENT SIDING � ---__- --- --- I ----------- ----- - 4 1 u- - -2.02 '2.01 --=- -- --- -- t 3.00 ------- ---- - - --1- Ln w i .A4.31; II! � � i L --_-�---- ----1 � -� -- -__' --- ---- --- - ------ -- SPACE RESERVED FOR NY STATE STAMP OF APPROVAL c i i o I�-_ --- I'', —. —•_- --- -- - - - i I� -- -� - ---- i- -- ---- - • 4_�1, BLU PRODUCT: 1 - -- - - - -_ - - 1 - --- --- - 1 01 1 ! Lt 1 I 1 - PAD FOR SHEET TITLE: 2 I 3 i 1 CONDENSING A4.31 � A4.31 1 UNIT EXTERIOR ELEVATIONS i 3.30 2 n A3.30 °'• y Q SCALE AT 24X36: 2F W 1 SHEET NUMBER: _WEST ELEVATION - LOCAL _-- - - ---- SOUTH ELEVATION - LOCAL 2 1/4" ' 114" = 1'-0" A2030 I __ GENERAL NOTES: -- - — -- - - SHADED AREA INDICATES PORTIONS OF THE PROJECT THAT ARE FACTORY-BUILT,STATE INSPECTED&APPROVED. 1 TOP OF DECK TO BE 30"OR LESS ABOVE w O - FINISH GRADE FOR DECK WITHOUT RAILSU � j Z 0C) W ry Oz o W � z wJ Lu W c/) w LL! —, Lu 0 w � � I Q �- ry LU rI r D 0U) J _j Q n NiN (D 0 E W a) ['- I QQ � o LI N C) cy c E �i � Zoog _c:3�\ _ zCfl m � T � 3.30 A3.30 Ln U) °p w w LL CIL I I B NW1- t I Q � 1 1 a Q FBI z � I 00 ®� I- I I I - I - -- --1 ------ --- co cn 1 ----- - - - -- - --1 - -- -- — - --- --- ' _ - - - Q o \ O 2 X 4 CEILING FRAMING 1 I = U � I I � --- ♦ I --- v W - a - - I - DBL P.T.2X6 SILL I 400 SERIES - � � a DBL P.T.2X6 SILL � OJ BY SITE G.C. _ -___ ANDERSEN AWNING BY SITE G.C. o Y c WINDOWS I --- N I _ I 1 s U CD I o cn STEEL 1 O° W Y m COLUMNS,TYP. UNFINISHED BASEMENT I (,� o i c.) L `o W U -0I ' 1 1 ' `* 00 , 0 Q r 9 / 16-8 114" 9'-91, �- 14'-9" 15'-5 3/4" c � I �'� 2 30 3.30 B E i. j( �' I SECTION 3 LOCAL G •" , • � i ( 3 ) -- �I - 1/4" = 1'-0" o A3� CONSULATANT STAMP -- •o ' I 1 �l 1= 3 I _ 2 2 F W 3.30. dI I CL ' BEDROOM 2 MASTt R BEDROOM �.__ A4.31 98 SF 1169 SF � -- �' j � Com. �I_ -__ � U 1 I 1 II t I' i ,III - - - - - - — - -- _ -- - � I 1 CLFol 1 m I _ .� I 1 I I -- E -- - ---- ------ - --- - ---- - 'I - — --- --. —._ - - 1 0 ��-- I - - 7 SOME DUCTS&IPIPING TO 1 o BE HUNG AND 1 ISULATED - _ `- L a IN 2x8 FLOOR J ISTS @ 16" 2x8 FLOOR JOTS S @ 16"O.C. a T ° O.C.W/3/4"SU FLOOR W/3/g�'SUBFLOOR DBL P.T.2X6 SILL I �. 20'-9 d. d 0- BY SITE G.C. L 20'-9" ° �.; \ BILCO STAIR& DBL P.T.2X6 SILL DBL P.T.2X6 SILL 0 F.O. EXTERIOR STUDS N �,� STRINGER,TO BE BY SITE G.C. o BY SITE G.C. ° INSTALLED PER MANUFACTURER'S INSTRUCTIONS. I I N\ 9 8o ° d A - � � j L UNFINISHED BASEMENT , \ �A .30 UNFINISHED BASEMENT 4"SLAB j 9'-8 1/2° li- � I I R ° 4„SLAB APPROVAL j SPACE RESERVED FOR NY STATE STAMP OF F- a I °- 4 SLAB �, - - -- --- - /� -'�\ - I BLU PRODUCT: e p d A A4.31 1 %( F %3.301 2 SHEET TITLE: 2 A3.307 , F w SECTIONS SCALE AT 24X36: SHEET NUMBER: SECTION 1 LOCAL SECTION 2 LOCAL A3030 I I I u CONCRETE WALL ADVANTECH MOUNTING ` d I �. co BLOCK EVEN WITH TOP e e . °. i a a I Oco OF TRIM BLOCK FLASHING TAPECONCRETE FOUNDAITON O r II WALL PER STRUCTURAL ----ry N P.T.2X4 JACK DRAWINGS � O �- STUD 1 1/2 — CAP FLASHING 1/2"SHEATHING z P.T.2X WINDOW BLOCKING ' O 2-1/2"x 3/4"PINE TRIM, W � z CAULK AROUND \ I °e d _° �� -,.d._) PRIMED&PAINTED WHITE s W Q �-- BOXATINSULATION �----__ TO MATCH INTERIOR i II j °' � '' �_ (n -� U ii DOORS - \_ 2-1/2"x 3/4"PINE TRIM, PRIMED 11 ° �_ o 'C I - e - CAULKING uj wl _ I/J �: &PAINTED WHITE TO MATCH INTERIOR DOORS I _ a . °/ °'° TRIM PER SPECS ° ° -- 1 1/2"- w 1l4 REVEAL 61/2 �- �- 3/4"x 2-1/2"STRAPPING 5/4 TRIM BLOCK - �. ^- �- 0 CENTERED ON STUDS BEVEL04 r- - -- -- - -- - - -- -- SEALANT � TOPS AND JOINTS THERMA-TRU NAIL FLANGE Q INSWING DOOR _�l AROUND NAILER LL z M J \� � CAULKING WINDOW w �++ SIDING PER SPECS - - - - d "' WINDOW PER CV -- EXTERIOR WALL SCONCE EXTERIOR WALL SCONCE ANDERSEN 400 SERIES WINDOW SCHEDULE 0 SECTION ---- ----- ELEVATIONLo UNIT PER SCHEDULE ;' W o > O L 6 EXTERIOR SCONCE - - - -- -- 1 1/2" - 1'-�" RIP 5/4 TRIM TO FIT AROUND NAILER 0 a' E Q WINDOW < Z co m'' j— THERMA-TRU INSWING DOOR - HEAD AT LOWER LEVEL 400 SERIES ANDERSEN WINDOW CONCRETE WALL CEMENT WASH Lo (�n C0 co c 311 off 3" 1 1-011Lijo CL QQ •d G CONCRETE WALL CL _ a e Z ~ X11/2" 7 - @- DBL 2X PT SILL PLATES TYP. AWNING WINDOW CONC. WALL ~ 0° P.T.2X4 JACK - - / m STUD °J '� _ 1/2"SHEATHING \ THERMA-TRU INSWING ` 1 -� - _ J j 1/2"RIGID INSULATION \ DOOR PER SCHEDULE W //�/�� U ! g 2-1/2"x 3/4"PINE TRIM, 4"SLAB — \ �� Q O V) 1PRIM IN HI \ - _ ED&PAINTED WHITE ♦ � � U � i w TO MATCH INTERIOR _ DOORS 2-1/2"x 3/4" PINE TRIM, PRIMED t I � Y i o a \ \ &PAINTED WHITE TO MATCH 1X4 KICK BOARD J 2 THERMA-TRU INTERIOR DOORS \ I' 15/32"MIN OSB 32/16 RATED �i F U INSWING DOOR _! O ° a ° 'I o d a CEMENT WASH SHEATHING pp Q W i ' Y / D \ EXTERIOR SIDING PER SPECS - U ° d 4"SLAB T.O. SUBFLOOR -- -- 1/4" REVEAL ---- i � � d_ _ In Lo 31'-0" li l 2X6 P.T. SILL PLATES BY SITE GC - f- i j co - g ° 3-1/2"STRIP COR-A-VENT W/1/8" I iE CONCRETE METAL MESH SCREENING, CUT TO 'f --- - --J--- -- -- --- _ I o �' ---- 2-1/2"x 3/4"PINE TRIM,PRIMED FOUNDATION WALL a° : ; d . FIT BTWN FURRING STRIPS i- &PAINTED WHITE TO MATCH ° tr m �� 2-112"x 3/4"PINE TRIM - ° °-° x T.O. FOUNDATION WALL ! FINISHED GRADE PER CIVIL _ - _ - W cV p" INTERIOR DOORS ��, . - ° ; �,;I( ° � I , f' d 1 1l2" TO SLOPE 5% FOR A MIN. OF d, 29'-11 1/2" - \ 10 FEET OR TO AN APPROVED z DRAINAGE SYSTEM - co 47 :a a 5°/ MIN. ° a P.T.2X4 JACK 4- 1/2"SHEATHING ° °a ° ° STUD _ ° - - co (3 THERMA-TRU INSWING DOOR- SILL AT LOWER LEVEL 311 1 1-011 ,�` CONCRETE WALL THERMA-TRU INSWING DOOR - JAMB AT LOWER LEVEL I ? -_ ---- ( '4 ) 3 ,-0„ L IJ= i z o CONSULATANT STAMP p I I� n i 12";- I d p T MIRA DRAIN 6200XL OVER CCW MIRADRI 860/861 I '` =I °d SEE"STRUCTURAL FOUNDATION"DETAILS w T WATERPROOF MEMBRANE 1 I' ° FOR INFORMATION NOT SHOWN Q OVER CCW PRIMER.APPLY PER MFTR REQ. - i FOUNDATION WATERPROOFING AND = DRAINAGE PER SOILS ENGINEER. FOUNDATION DRAINS TO BE PLACED AROUND PERIMETER OF FOUNDATION AND ! DRAIN TO DAYLIGHT PER CIVIL DRAWINGS. C' l P CONTINUOUS MORTAR COVE, FILLET W/3/4"FACE MRIFI 140N (OR EQ.) m FILTER FABRIC LAYER ACROSS TOP AND BTM 0 S OF DRAIN MATERIAL 4"PERFORATED PVC Q PIPE SLOPE MIN. 1.5%TO 1/2"FOAM EXPANSION JOINT DAYLIGHT OR PER SITE DRAINAGE SYSTEM ' 1. „ CLEAN �\ I_,;-"„ 1 4"CONCRETE STRUC. SLAB-SSD CRUSOHED ROCK ABOVE& � M BELOW DRAIN PIPE T.O. LOWER LEVEL SLAB \- �!) 38T-9" t SPACE RESERVED FOR NY STATE STAMP OF APPROVAL - -- - -- _0 BLU PRODUCT: c !E - TYP. FULL FOUNDATION-WALL MODULE CANTILEVER CONDITION SHEET TITLE: 1'-0" - - - - LOWER LEVEL DETAILS SCALE AT 24X36: SHEET NUMBER: A4030 ! I � I yPER_ D � uj 0 O I � � 0 O M z CD SIDING PER SPECS ,� PAN FLASH DOORS IN WFACN o a INTERIOR AND OVER KICK z OO - - �� z v BOARD '� 0 0 O 0 — DECK FLASHING w/3 1/2" DECK FLASHING W/2 1/2" 100 LEG-FIELD PAINT EXPOSED LEG-FIELD PAINT EXPOSED w z LL LL I' Z z AREAS TO MATCH SIDING ` / AREAS TO MATCH SIDING L1J Q �-- o I /� CHAMFER BOTTOM EDGE OF ! 1X TRIM RIPPED TO FIT w Cn U -I I N � DECKING TO DRAIN ui DECKING PER ARCHITECTURAL Lu 5/4X6 DECKING & / w w FASTENERS PER SPECS -- � :_, / DECKING TO Dw041N EDGE OF COMPOSITE RISER TRIM,TO SPECS I T_- l� = _;; / MATCH DECKING w cn - - =-- / �t s - 5/4X6 DECKING& 3/4��\\ \—�1\ \ �\_ ~ rn i DECKING PER I"' CCD � � i FASTENERS PER SPECS �i - ARCHITECTURAL SPECS 2X_P.T. RIM JOIST 0 „!I -"• JUS28-TZ H LAGERS / 0 @ 11" \ -J LL _ �- - __ 2X_JOISTS 16"O.C.W/ \ - 2X JOISTS 16"O.C.W/ r �6 �� y / 2X PL. DECK FRAMING JOISTS 16"O.C.SEE ICE&WATER SHIELD � JUS28-TZ HANGERS � �. �' , @ APPLIED OVER SHEATHING - l I I \ �' STRUCTURAL DETAILS. BEFORE DECK LEDGER ICE&WATER SHIELD X >C APPLIED OVER SHEATHING ¢ 3/4"� �, " - BEFORE DECK LEDGER G Lo - � - SIMPSON A35-Z W E T \ P.T.2X10 LEDGER ` M I \oo > O r- L 4x_P.T. DROP BEAM.SEE Q Q p� v FASTENERS PER STRUCTURAL e a STRUCTURAL DETAILSDETAIL PAGE SD1.1. N U ►` DBL WASHERS BETWEEN PLACE ° / 0 0 O P.T. 2X10 LEDGER �i C U' LEDGERS FOR DRAINAGE (2)2X P.T.SLEEPERS W/SIMPSON PHNW-72 ` ?' r2" L '^ �\ FASTENERS PER STRUCTURAL (SEE STRUCTURAL DETAILS) / \ -1, - - SIMPSON POST BASE �` Z �J 00 >'! \ ° d DETAIL PAGE SD1.1. PLACE �,` / r�� MIN. o _ 12"x12"CONC. PEDESTAL(SEE - --- \ a a cV W E- al DBL WASHERS BETWEEN / STRUCTURAL DETAILS) w III DBL P.T. 2X6 SILL WITH SILL LEDGERS FOR DRAINAGE 4 Q SEAUCAPILLARY BREAK SILL- �' I SEAL/CAPILLARY BRIEAK ILL CONCRETE BLOCK(SEEDBIL P.T. I� \ GRADE TH J a STRUCTURAL DETAIL) FOOTINGS PER PLAN(SEE J - - - - - J STRUCTURAL DETAILS) �..� H • 2 X12 STRINGERS / Z _j �- @ 12 O.C. MAX W/ p Q I STANDARD. 4 STEP @DECK STANDARD. 4 STEP @DECK A35 AT BTM&TOP AS SHOWN \_ DECK LEDGER FRAMING MOD J @ DECK FRAMING AT STEPS TO GRADE U m 1 1/2" = 1'-0" DECK LEDGER FRAMING @ DOOR 1 1/2 1 -0 w ' 1 1/211 = 1'-0" o v O E INSTALL BULKHEAD AGAINST WALL SHEATHING,LAP TYVEK OVER FLANGE, W �, AND NOTCH 3!4"RIGIN INSULATION _j E cOVER METAL FLANGE 0 : (2)BILCO 24"CLASSIC SERIES EXTENSIONS \ U o BOLTED TOGETHER W Y 1 .N BILCO TYPE"C"CLASSIC SERIES BULKHEAD -- - - -- cj � I F- in BILCO STAIR STRINGER 00 0 - &EXTENSION (C+SL) p - 12"X10"X1/4"STEEL PLATE BY BLU W/2X10 TREADS T-0" 2'-0" -- L I o I � �44'-0- '" ° LU 2'-6"MAX. CONCRETE WASH �� CV a AROUND BULKHEAD °- X m TOP OF POST CAP TO BE 1 1/4" \ \\ 1 1/2" 0 ABOVE TOP OF DBL 2x6 P.T.SILL ON \ X DECKING PER FULL HEIGHT FOUNDATION WALL a ° - o ARCHITECTURAL SPECS FASTEN 5/8"THICK POST CAP TO MOD \ STEEL FLOOR SEAM WITH(4) COLUMN TO \� P.T.2X_NAILER ,�'•i1..'F. / \ PLATE ° E 1/4-20 SELF DRILLING FASTENERS �A // t 0 1X10 COMPOSITE COLUMN PER PLANS -- FASCIA 4"CONCRETE SLAB PER PLAN W/#3 t',REBARS o ' 18 s d 2X_P.T. RIA1 JOIST 10"X 10"X 518"BASE PLATE - - - CENTER @ O.C. E.W.@SLAB Q ^° ° a / i ,d THERMA TRU, r \`\ FILL WITH NON-SHRINK GROUT �.-_:_ _�} a='= _-_ _°-_0- 2"MIN. SAND SMOOTH STAR o Q 4X P.T. DROP BEAM(SEE P.T.2X8 DECK JOISTS @ 16"O.C. d - �d ° ' a 4 S100-DOOR o` 0 STRUCTURAL DETAILS) W/SIMPSON H2.5 TIES TO DROP d d° 10 MIL POLYETHELENE ° 9'_8 1/2"* �\ CONSULATANT STAMP o O BEAM(SEE STRUCTURAL DETAILS) o a I�' VAPOR BARRIER0 . ° _ ° ° a. _ '-I ,f:.,; ° Q a 9` as - VERIFY THIS DIMENSION WITH .\ \ 0 4`1 BULKHEAD MODEL BEING USED M POST(SEE STRUCTURAL - ° ° I° ° � 4"CRUSHED GRAVEL AND ADJUST ACCORDING LY \\ DETAILS) I� -- I 8. , all °" a ° d °CIL \ \ DBL P.T.2X4 T GRADE \ \' \ FOOTING TO BE A MIN 42 X 42' X 12 OR CONC.MAT SLAB, SILL PER STRUCTURAL FOUNDATION PLAN \ • °e - e - _ RE:STRUC. a ° a ° FOOTINGS PER PLAN(SEE - (4)1l2"DIA.ANCHOR BOLTS STRUCTURAL DETAILS W/7"MIN. EMBEDMENT - —III III III III �J )- —III III IIIIIIIIII III III III\=III 1 -- REBAR @ 12"O/C EACH WAY DECK DETAIL AT EDGE MARRIAGE LINE CONNECTION & COLUMN DETAIL 3 1 1/2" = 1'-0" - ---- 5 1 1/2" = 1'-0" BULKHEAD DETAILS CID � I U_ L _O T d N L O O •j f6 m C O L _O O QJ , .0 C SPACE RESERVED FOR NY STATE STAMP OF APPROVAL 0 BLU PRODUCT: O U) L SHEET TITLE: DECK DETAILS SCALE AT 24X36: SHEET NUMBER: I A4m31 ° N O ° t C`7 IRON PIPE 0) 00 (FOUND) �y N/F o �- •�' ;� WALTER C. KEENAN ° •;--+ CO c. ° �SINGLE FAMILY RESIDENCE o o Q iv �� MUNICIPAL WATER ° o -4 �' cls EDGE OF LAWN � ON SITE SEPTIC f 0 J �� o_ u ° sJoti �� (� �• 2�F 4 MAX 4' MAX o `� 0 FI a° �INI�U e°5 0 4' ° �� . ° lTF ° N '� o Fq@RIS N/F AREA = s �� Cu w 0 MARTHA P. LITCH g5 X24- 0.63 ACRES �' o Vo $ITS �� U Z C ~ CONSTRUCTION ENTRANCE SINGLE FAMILY RESIDENCE tib• \ �� z .C, 4_4 x NOT TO SCALE MUNICIPAL WATER ' \ SRO FENCE `0q �-�� ° ° �� Y U 0 ,2 L) ON SITE SEPTIC (SEE DETAIL) s `�, PLAN G� U ,, � .- �� ,�,� F <� o a i I I~r 4' 4. o w 00 RESIDENCE r' 1 J1 rC� coo m - \ • o. �I\I LINE PIT WITH 10 MIL 1' M N. 3 3 -� � I` RELOCATED �� \ I S __` 10" BIRCH / PLASTIC SHEETING, KEY I�----4'-� / ENDS INTO GRADE co POLE I� PROVIDE STRAW BALES BACKED ELIZA5ETH '. Lu # ` I. / SECTION WITH SILT FENCE (TYP) I�Ir.fl e co 308 I CONCRETE WASHOUT PIT ' \ GARDEN ' I�I G� G DR r \ NOT TO SCALE AIRPORT I P ONAD NOTES: MONUMENT DECK / I` �AIIi�Q�� 10" BIRCH C�` \ Na 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL !� �I` UCE RELOCATE CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING (FOUND) ,� /�� I�I\ / O o PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, LOCATION MAPto \ o ti R�J�- /I\I� ti6 / 2a CL�R�°G �= of 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). SCALE 1 -400 N 622.24 QPJ� I 1 TREE 16,500±,SF 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM 6&AP REFERENCES W 5478. 72 ,r I\ r rH PROVIDE CONCRETE PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 75% OF ITS CAPACITY. 1.) PLAN OF ROAD DEDICATION AT FORT H.G. WRIGHT PROPERTY FOR RACE TRUCK WASHOUT POINT CORPORATION FISHERS ISLAND- TOWN OF SOUTHOLD, NEW YORK SCALE 14" TREE AREA' 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT 1"= 40 FEET CHANDLER & PALMER, ENGR'S NORWICH, CONN APRIL 22, 1964, \ I� N g3j• 1 • E� FR (SEE DETAIL) OF WASH WATER. ADDITIONS MAY 29, 1964, ADDITIONS JULY 14, � f 'o'�' DECK STOCKPILE AREA \ ti� REMOVE NQ TES TREES PROPOSED ��I�, 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED l AS DIRECTED RESIDENCE GARAGE \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO PO ` `ys BY OWNER G FIF 31.0 l�'�.` s' 307 �\ �I I x \`� BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ti� A 0 AREA =` \ \ I- / ?,,1" ENGAGEMENT. �V. , 1206.5 SF 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, _ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO `__ o•� IIT\\�\\\ \ ALTER AN ITEM IN ANY WAY. \ F / ..•y, �� \\ \ /��IIIIIII��\\\ 18" PINE \ ~ NSF "= 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S v� SINGLE FAMILY RESIDENCE � � \ ��`,.`_,;� •�.�� RhB /% �IIII\\� \ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF > EXISTING WATER MAtN :'; ` PROVIDE TWO 6's� X 4' N/F APPROXIMATE LOCATION ' `' q" / .� ` ',` ' %� 25 0 " \ DRY WELLS THE LAND SURVEYOR. �� s" sP E 00 I/ `� (SEE DETAIL) RICHARD A. MILLER crs.� PROVIDE CONSTRUCTION \ v1 �o `� �2 \ �, 2$ S 6� �5 \ `� SINGLE FAMILY RESIDENCE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC ENTRANCE " : _,`v �.� 1 \ ��9 \ N F \ MUNICIPAL WATER S�JRVEY TRIANGULATION STATION "PROS". (n I (SEE DETAIL) / FISHERS ISLAND SEWER DISTRICT ESTATE OF MARY L. WOOD \ W 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 1, CS SINGLE FAMILY RESIDENCE SECTION 009, BLOCK s, LOT 11. Q U 0 � � o MUNICIPAL WATER (n Z �C, O fid'' ��' N 544.12 `\ 9'L �\ FISHERS ISLAND SEWER DISTRICT 6.) TOTAL AREA = 0.64f ACRES. W O = =`� oo \ O o s W 5341.47 \ 7.) SITE IS LOCATED IN ZONING DISTRICT R-80. Q M >- r \ \ SPO E �6 \ 8 PERCENT LOT COVE _ RAGE f7 36% � � ----- ) PE Q - __ -- -- - - - o w _ BENCHMARK PK NAIL PROVIDE CLEAN OUT ELEVATION = 25.37 \ - To GRAD ` 0- w D IY � REMAINS OF rn E �\ ``ti Ld < �j g CONCRETE \ PROPOSED 10' `� �� \ L�,J O w (n FOUNDATION \ - WIDE SEWER PROVIDE 116± LF. \ \ Of r \ a Lv V) EASEMENT 4 PVC ASTM D-3034 RhB \ �� PROPOSED ROOF LEADER 10.. SDR 35 AT 25X \ RESDENCE Q w Z co 4* PVC LIMITS of \ IRON PIPE // OVERFLOW E Q - \ / 4" PVC CUT ,_ N/F CLEARING (FOUND) Z i TO LENGTH MIN. 6" SOIL COVER SINGLE FAMILY RESIDENCE i �^ OVER DRYWELL Q CH �+� I V' �� i •N POLE / BLOCKS GRATE TOGRADE`" '" m 2 NEENAH R-2525-F OR EQUAL I tr tJ �� ` �Q T 302 FILTER FABRIC PROVIDE � \ �. ,�. I ,� ci �� 0-7- MANHOLE / POLE so BEN o p o a f i t '. �� \ (SEE DETAIL) _-.1 299 o o m 0 !L N PROVIDE 75± LF. 4" SDR 35 PVC o O o m DECK / 0 0 0 �'; "9 � N 221' 4" PVC ASTM D-3034 ,, SDR 35 AT 3.199L EXISTING MH ° m 0 0 0 m / 1" STONE OR p O O O O ° _ !