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HomeMy WebLinkAbout47742-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT `< TOWN CLERK'S OFFICE w @` 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#: 47742 Date: 4/27/2022 Permission is hereby granted to: Parsons, J Geddes ___........ ............ ....www.... ...... ._ C/O Parsons Capital Management 10 Weybosset St Ste 1000__�...........wwwww. _ ......__...........ww_.� -___ww�.__.____ ...._ Providence, RI 02903 To: demolish an existing dwelling and construct a new single-family dwelling as applied for per DEC Non-Jurisdiction letter, Trustees & SCHD approvals. At premises located at: Sterling St., Fishers Island SCTM #473889 Sec/Block/Lot# 10.-9-3.1 Pursuant to application dated 3/15/2022 and approved by the Building Inspector. To expire on . .10/27/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,617.60 CO-NEW DWELLING $50.00 DEMOLITION $672.90 Total: �MM $4,340.50 Bui ngg Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT F Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ; Telephone (631) 765-1802 Fax (631) 765-9502atw�frw_�ot�t�to9dto ' � � Date Received APPLICA TION FOR BUILD114G PERMIT For Office Use Only Guj Wi p GG V 7 ll-Mr 1,. 1 IC., PERMIT NO. Building Inspector:--,,,,,,,,,,,,,, w...................�_. MAGA Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: k� ?A 1-6 V S SCTM# 1000- 0/0, 9 �vT c3 Project Address, s/S �1��r-';n ,�'T: fj�S ,.�t�ir,,rY /Vy OG09D Phone#: )Vl 4 Email: eoJ pr 4 74 Mailing Address: 5/ CONTACT PERSON: Name: / Mailing Address: �aa fi' „1S/ 042?0 Phone#: 6-31— 764— "57Email:ZC,ns S Q rnea,0 . GUL�J ..... .......... ._.Mww.� -.. .w........ _..�.M .�wwwww _.wwww_�_..w�w_ �w �,�_� wwwww_ w__www_w.m............ DESIGN PROFESSIONAL INFORMATION: Name: /�16c�1� Jc' y' �f��+�ws�r� /vl�t�:�c►�S!!�� Mailing Address: 33 1,14 loo ,f -/-t! ,�lvo2 ,UOiS � IYIA. da�0� Phone#: loi7_ VS-1— 577 VO Email: CONTRACTOR INFORMATION: Name: 7�5 1.G, Mailing Address: S-dS /*�V 14ne_ ' o20a - efa _72314 4, ✓ IV Ulva9U Phone .#_ �d __ __.,.-,.. .Em.a.'..1......z.� DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair XDemolition Estimated Cost of Project: ❑Other $ 0� ow, coo, !-10 Will the lot be re-graded? ❑Yes)No Will excess fill be removed from premises? ❑Yes ;<No 1 3 T ct d �. � 2 m N �. �dam• ° �� �� � .r o ° > > o z m -p p 9 M 0 Nm - N is S Q m p, 7 m m 4 ^ rD m o `{ y c io o 0 s v _ � m Nz 3a: 9 � z n O ua Do 7 g S 3 m 0 °7 ° 00 o8aLs� O C n p t55o I"& S 06 o v -Z° w v s 3 3 O v o O q s W 3 N Q ° U 0 D9 T SOA q � al CO Ito .r _ rno y 0 CCL f g ti< ro Z for r SID 7 o Ny� Uf { a a 1Y�,,►1 P` to CD 3 rn M x �^ O VO a ° m 0 aQ� S ** 3 D v 3 v , wreamumwwmmi r A, R&T Architects, Inc. )q� 33 Union Street, 4`h floor Boston MA 02108UILn (617) 451-5740 �ING &,, 22 April 2022 Amanda Nunemaker Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Kathryn & Geddes Parsons house 515 Sterling St . Fishers Island Suffolk Co. Tax Map 1000-10-9-3 . 1 Dear Ms . Nunemaker: Thanks for reviewing the Building Permit application by Z&S Contracting for the Parsons house at Fishers Island. To ans er your questions : Z&S will provide a disconnect letter from FI Utilities stating electric has been disconnected to dwelling. 2 . There is no natural gas on site. 3. See enclosed manufacturer' s specs for the Superior Wall foundation. 4 . We have noted on the Window Schedule which windows meet egress requirements according to NYS code. See enclosed page A5 . 1 . The Window Schedule references Plan pages A2 . 1 and A2 . 2 . 5 . The emergency egress from the basement is a pair of doors, with each door 3' -0" wide x 6' -8" high. See enclosed page A5 . 1, where Door #001 is described on the Door Schedule, and basement plan on page A2 . 0 . These doors take you outside, under the deck. From this space under the deck you then exit through a pair of doors in the under-deck screening. These doors are each 3' -0" wide x 7' -5" high. See enclosed elevation page A3 . 0 . Very truly yours, Jacob D. Albert AmmndaNunemaher Southold Building Department Dear Amanda, my name is James Cushing, and | amthe superintendent with the Fishers Island Electric company. I am writing to inform the Southold building department that the overhead 120/240-volt service @ 515 Sterling St has been disconnected and removed from the dwelling on 4/19/22 Best regards, James Cushing 860-333-4799 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY-,ii 51ony Brcjok.'SO C;tdo Road,Stony Brook.NY 11790 P:(G31)744. 3Ft i F:(G3.1)444-0360 LETTER OF NO-JURISDICTION October 8, 2021 J. Geddes Parsons Re: Application ID 1-4738-00260100004 CIO Parsons Capital Management 515 Sterling Street 10 Weybosset Street, Suite 1000 Fishers Island Providence, RI 02903 SCTM # 1000-10-9-3.1 ARNO-DEP Dear Applicant: Based on the information your agent submitted and additional New York State Department of Environmental Conservation (DEC) information, DEC has made the following determination. Tlie portion of the referenced property landward of the existing functional concrete seawall more than 100 feet in length and originally constructed prior to 812011977, as evidenced on a property survey of a portion of the property dated December 30, 1975 and a 1962 aerial photograph, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary described above. Please be advised however, that no construction, sedimentation, discharge, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within DEC's jurisdiction which may result from your project. Such precautions may include, maintaining an adequate, work area ((e a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. ;Very trot yours, rusan V. Ackerman egional Permit Administrator SVAlmrp CC: JMO Environmental Consulting BMHP File f�NrW'YOAK f:1iiliirtmontof . m nvironmelrtil a conservation J, IJ,A V Rf N BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK ."J PERMIT NO. 10005&10005C DATE: OCTOBER 20 2021 f ISSUED TO: J. GEDIYES PARSONS 00" PROPERTY ADDRESS: 515 STERLING srREET,FISHERS ISLAND N R?" SCTM#1000-10-9-3.1 AUTHORIZATION rw Npij, Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on J: October 20,2021 and in consideration of application fee in the sum of-$500.00 paid by J.Geddes Parsons and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees fla authorizes and pert-nits the following: Wetland Permit to demolish existing single-family dwelling; pump out the existing sanitary system and m. AX Sw;� remove all material from site; construct a new single-family dwelling with attached garage,three(3) V 9 drywells for roof runoff, decks and steps for a footprint of 4,306sq.ft.; install new water service; install a ''A i new VA OWTS sanitary system and re rade; to repair the existing 132' seawall;to construct a new 132' . ......... A )lock retaining wall landward of existing seawall; to backfill the structure with approximately 95 cubic J 0," rea yards of clean fill to match existing elevation; and to mulch and seed the 2,630s ft.disturbed a rwi establish and perpetually maintain a non-turf buffer between bulkhead and retaining wall and install and 'e perpetually maintain a 10'wide non turf buffer landward of the retaining wall; and as depicted on the site ',,07�su) plan prepared by CME Associates Engineering, Land Surveying &Architecture, PLLC, received on 'A October 19,2021,and stamped approved on October 20, 2021. r IN WITNESS WHEREOF', the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 20th day of October,2021. J t k, f F0J/( J:, ................ "J" J, J, 7 7_" ,4 A,it:aek, rt r 7", J� M 0 3 Town Hall Annex Glenn Goldsmith, President �� „, u � 54375 Route 25 A.Nicholas Krupski,Vice President C4 uo P.O. Box 1179 John M.Bredemeyer III Southold,New York 11.971 Michael J. Domino r� Telephone(631) 765-1892 Greg Williams - w Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #10005C Applicant/Agent: J.M.O. Environmental Consulting Permittee: J. Geddes Parsons SCTM#: 1000-10-9-3.1 Project Location: 515 Sterling Street, Fishers Island Date of Resolution/Issuance: October 20, 2021 Date of Expiration: October 20, 2023 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: Demolish existing single-family dwelling; pump out the existing sanitary system and remove all material from site; construct a new single-family dwelling with attached garage, three( ) drywells for roof runoff, decks and steps for a footprint of 4,305sq.ft.; install new water service, install a new l/A OVVTS sanitary system and regrade, to repair the existing 132.' seawall; to construct a new 132' block retaining wall landward of existing seawall; to backfill the structure with approximately 95 cubic yards of clean fill to match existing elevation, and to mulch and seed the 2,630sq.ft, disturbed area; establish and perpetually maintain a non-turf buffer between bulkhead and retaining wall and install and perpetually maintain a 10'wide non turf buffer landward of the retaining wall; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, received on October 19, 2021, and stamped approved on October 20, 2021. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None In accordance with Chapter 111-15 Erosion Protection Structures: xx A maintenance agreement is attached hereto and is a necessary special condition of this permit. By: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President �y '` P.O. Box 1179 k John A Bredemey*er 11.1 ra Southold. New York 11971 Michael J. Domino �s �� Telephone(631) 765-1592 Greg Williams `� i� Fax(631) 765-6631 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 21, 2021 Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: J. GEDDES PARSONS 515 STERLING STREET, FISHERS ISLAND SCTM# 1000-10-9-3.1 Dear Mr. Just: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 20, 2021: WHEREAS, J.M.O. Environmental Consulting, on behalf of J. GEDDES PARSONS applied to the Southold Town Trustees for a Permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated August 23, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the seawall work is recommended as Consistent with the Local Waterfront Revitalization Program policy standards, and WHEREAS, the LWRP Coordinator recommended that the action be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: upon Trustee review - the plan and project description submitted satisfy the concerns of the LWRP; and 2 WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 20, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of J. GEDDES PARSONS to demolish existing single-farnily dwelling; pump out the existing sanitary system and remove all material from site; construct a new single-family dwelling with attached garage, three (3) drywells for roof runoff, decks and steps for a footprint of 4,306sq.ft.; install new water service; install a new IIA OWTS sanitary system and regrade; to repair the existing 132' seawall; to construct a new 132' block retaining wall landward of existing seawall; to backfill the structure with approximately 95 cubic yards of clean fill to match existing elevation; and to mulch and seed the 2,630sq.ft. disturbed area; establish and perpetually maintain a non-turf buffer between bulkhead and retaining wall and install and perpetually maintain a 10' wide non turf buffer landward of the retaining wall; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, received on October 19, 2021, and stamped approved on October 20, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees; $ 50.00 Very truly yours, a� lean GoIA nith President, Board of Trustees s Generated by REScheck-Web Software Compliance Certificate Project Parsons - Sterling Street House Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,592 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Sterling Street Jacob Albert Fishers Island, New York 06390 Albert, Righter&Tittmann Architects, Inc 262 Washington St Floor 2 Boston, MA 02108 617-515-4965 jalbert@artarchitects.com Compliance: 15.4%Better Than Code Maximum UA: 1082 Your UA: 915 Maximum SHGC: 0.40 Your SHGC: 0.06 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in Rf check Each slab-azul-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. E nye I 1 I Ceiling: Flat Ceiling or Scissor Truss 3,783 56.0 0.0 0.024 0.026 91 98 Wall:Wood Frame, 16"D.C. 5,154 38.5 0.0 0.044 0.060 174 237 Door 1: Solid Door(under 50%glazing) 222 0.200 0.320 44 71 Door:Glass Door(over 50%glazing) 101 0.310 0.320 31 32 SHGC: 0.10 Window:Wood Frame 876 0.310 0.320 272 280 SHGC: 0.05 Wall 1: Insulated Concrete Forms 878 15.0 0.068 0.098 56 81 Door 2: Solid Door(under 50%glazing) 40 0.100 0.320 4 13 Window 1:Wood Frame 10 0.310 0.320 3 3 SHGC: 0.05 Floor:All-Wood Joist/Truss 3,443 21.0 0.0 0.044 0.047 151 162 Floor 1:All-Wood joist/Truss 343 56.0 0.0 0.019 0.047 7 16 Project Title: Parsons -Sterling Street House Report date: 12/23/21 Data filename: Page 1 of10 b Jill Basement: Insulated Concrete Forms Wall height: 8.5' 1,283 15.0 0.054 0.059 69 76 Depth below grade: 7.0' Insulation depth: 8.5' Crawl: Insulated Concrete Forms Wall height: 5.5' 428 15.0 0.065 0.065 13 13 Depth below grade: 4.9' Insulation depth: 5.5' 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Parsons- Sterling Street House Report date: 12/23/21 Data filename: Page 2 of 10 REScheck Software Version REScheck-Web Inspection Checkl*st Energy Code: 2018 IECC Requirements: 100.0% 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. pectinPlans Verifiedue Field Ver # Pre-inspection/Plan Review ValValue dT—'Complies, Comments/Assumptions & Ie lD -103..1, Construction drawings and ElComplies Requirement will be met. 103.2 'documentation demonstrate 0Does Not [PR111 energy code compliance for the E]Not Observable building envelope.Thermal envelope represented on E]Not Applicable construction documents. 103.1, Construction drawings and E❑IC omp lie s Requirement will be met. 103.2, documentation demonstrate E]Does Not 403.7 energy code compliance for ONot Observable [PR3]1 'lighting and mechanical systems. E]Not Applicable Systems serving multiple dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. vw. ...... E]Co mpli es Requirement will be met. :i-02-1, Heating and cooling equipment is Heating: Heating: 403.7 sized per ACCA Manual S based Btuffir�_ Btu/hr ElDoes Not (PR2)2 on loads calculated per ACCA Cooling: Cooling: EINot Observable Manual)or other methods Btu/hr Btu/hr approved by the code official. ONot Applicable Additional Comments/Assumptions: impact(Tier 3) [ High Impact(Tierra ium impact(Tier 2) 3 Low Project Title: Parsons - Sterling Street House Report date: 12/23/21 Data filename: Page 3 of 10 ecion Plans Verified I � a eri -� Foundation Field Verified tion Inspection Value �/ Comments/Assumptions Complies? _ 02R.1.11 ;Conditioned basemen �.all _ _... ......� ,._ ,.. .. basement wall R- R-� ❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interiorR. R- ❑Does Not table for values. insulation is used,verification ❑Not Observable may need to occur during ❑Not Applicable Insulation Inspection. Not required in warm-humid locations in Climate Zone 3. _. ....M.w..., ...._. _ ..... _ _.., 303.2 Conditioned basement wall [ Complies Requirement will be met. [F05]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑_Not ApplicableSee 402.2.9 'Conditioned basement wall ft ft ❑Complies tnve he e E ales pe Assemblies i[FO6]1 ,insulation depth of burial or ❑Does Not distance from top of wall. ❑Not Observable ❑Not Applicable _ ... .w_.. w.........., w._ wall,.... _....._.v.R _ _.ww...:....R __............,.�.�.,,.,,,,_.. Coln.pl,i.eS........,.....,.....,..,.See the Envelope Assemblies..... ... 402.2.11 :Unvented crawl space table for values. [F07]1 insulation R-value. R- R- ❑Does Not ❑Not Observable ❑Not Applicable _ ...�.._....,�. ._N ._�.._...._ n_... 303.2 _ Unvented crawl space wall p Requirement will met. [FO8]1 insulation installed per �Doesot manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.11 I Unvented crawl space continuous » ❑C "nplies ,... .w Requirement will be met.wNmµ [F09]1 'vapor retarder installed over ❑Does Not exposed earth,joints overlapped ❑Not Observable UP by 6 in. and sealed,extending at ❑Not Applicable least 6 in. up and attached to the wal 402.2 11 Unvlented crawl space wall _ .. ..in'.w in. n ❑ plies See the❑Does Not table forE alue�eAssem blies [FO10] insulation depth of burial or distance from top of wall ❑Not Observable ❑Not Applicable ._..__... �.,.�„�._,..w��..�.. �,..IComplies......._ .. Requirement. ._.....__..n.. ..... ....... 303.2.1 A protective covering is installed _ will be met. [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable ... ,,,. ,� _..�__. .._.w,,.._..,_... ...., g Snow-and ice-meltingsystem p Requirement,..w..�Does Not ....... .. .� ._. ..... ... .._.,. wWW... will be met. [FO12]2 controls installed. ❑Not Observable ❑Not Applicable � _..,..... _... .... Additional Comments/Assumptions: 1 N IMh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) .... _w.w. .. _ ........ .. .._ __.._,,,.,, Project Title: Parsons - Sterling Street House Report date: 12/23/21 Data filename: Page 4 of 10 Plans Verified Field Verified - # Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions 2.1.1, Door U-factor. U- U- CContplies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRI]1 ❑Not Observable . ❑Not Applicable _ _ ...._w---.............._.__..., ....._„_w_......�,.,,,,,..,..._.,.ww....�., .....,See the Envelope Assemblies �ti„_�...,,,,,... . __,. ..,..W... 402.1.1, iGlazing U-factor(area-weighted U- U- Complies e). ❑Does Not table for values. 402.3.1, avers 402.3.3, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 u!, 303.]1ar 3 e determinedctors of fenestration neaccordance staucts ElDomplies Not Requirement will be met. [FR4 with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable uu.W�� W �Does Not .., .... ., .._. 402.4.1.1 ;Air barrier and thermal barrier p Requirementwill be met. R2311 installed per manufacturer's HJ instructions. ❑Not Observable ❑Not Applicable plies ......Requirement........ .. ....... ...�...... 402.4.3 Fenestration labeled not mee bugt.... ...,. . . .w .,. OCorn lies will be met, is listed Does Not AAMA/WDMA/CSA 101/1.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable :400 that do not exceed code . . .:.limits_. M..,. .-,.. ...._ . ,._... . ..., .... _., .. -.,., M.. _.. ..ElmpliesRequirement Requirementwill be met. 402.4.5 IC-rated recessed lighting [FR16]Zsealed at housing/interior finish Do and labeled to indicate :52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 1 _,._.. ..._._ ...�....... _..,_. � .�,...w..... ,� �. .� � „ ,.....,.. Does Not Exception: 403.3.1 Supply and return ducts in attics p' p ted [FR12] insulated >— R-8 where duct is :completely inside the >= 3 inches in diameter and >= building envelope. R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. — ...._._ _ ,.—.,..._ ........._.. .._.... Due .. . .._�.— ...�., 1- �. .W.�..a „W,.. .......... 403.3.2 .Ducts,air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not f joints/seams compliant with ❑Not Observable International Mechanical Code or ❑Not Applicable 'International Residential Code, as licable. 403.3.3. N Building ca hiesre.not used as "❑❑DompNot _ Requirement will be ... met. es [FR15] ducts or plenums. ❑Not Observable ❑Not Applicable (Tier 1) µ Med ....,_....... _I � Impact(_ 1 High Impact (Tier 1)� 2 Medium Impact(Tier 2} 3 Low p Tier Project Title: Parsons - Sterling Street House Report date: 12/23/21 Data filename: Page 5 of 10 Section Plans Verlfied � ..Field Verified.._. �,. �""„....W.'�°°.._._.._.....�,� ..., .,.,. ......:�.., Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions Re .ICS 403 �__w...... ...,....,�.._ ... ............. . 3 7 �__-.,..�...�...w._._���.�.,.. ucts declared to be within the ElComplies Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous ❑Not Observable air barrier and within the building ❑Not Applicable thermal envelope, 2) buried within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the ..403.4.., ...� HVAC piping;conveying fluids_w.,....,. R_. ,.__..�..µms.,...-...�.... ..,_.. � _..�.�w_a__...www........__.�_ .. ....w._�.._..w_.M-ww__..,-_.._......�_.. R- ❑Complies Requirement will be met. [FR17]2 above 105 OF or chilled fluids ❑Does Not below 55 4F are insulated to >_R- ❑Not Observable 3 ❑Not Applicable 403..i �_µe. .w-lies Requirementw.........�,..�_,..ww...�..__..... ....,,. 4.1 Protection of insulation on HVAC p' will be met. [FR24] piping. Does Not ❑Not Observable ❑Not Applicable .5 3 Hot 3 ater pipes are insulated to R .. .,... R ..w pDompNot Requirement will be.. M.............403 ., es .._ �.-.�... ....ww�.�,.�m_._.. ..._ .. met.. [FR18] ❑Not Observable ❑Not Applicable C F �� ...��... ._,__..... ,,.,..._.�..__._www.....-_,......_..�..., .,.....-„�..._....,....,,�.._�......w.. ..,. .....�._.._.......... ...❑Com lies .... ..._ Requirement will be m ...._... 0 6 Automatic or gravity dampers are p' q et. 1„g)M installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Parsons- Sterling Street House Report date: 12/23/21 Data filename: Page 6 of10 Sectio _., Value Val Verified Comments/Assumptions [—Sec Plans Verified Field V Insulation Ins ..tion lue Complies i�etlIll .,,� . ...,,,,.., .w.. _.. ,_....... 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- table❑Complies See the Envelope Assemblies 402.2.6 E] Wood F1 Wood ❑Does Not table for values. [IN1]1 ❑ Steel E] Steel ❑Not Observable 4-4) ❑Not Applicable 303.2, mFloor insulation installed per ❑ p' Re quirement will be met. 402.2.8 manufacturer's instructions andElDoes Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor ❑Not Applicable ,framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. ❑Com lies -table e Envelope _.. _..sem 402.1.1, i Wall insulationµR-value. If this is a. R-� R- 402.2.5, _.,,.�_._.-�... ....�...P..- . ope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable V; requirement applies (FR10). 303.2 Wall insulation is installed per ❑Complies Requirement will be met....,- [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �. _.",ediu .w.. pa- �._ -73 -Cow Impact(Tier 3) ltgh Impact(T.r l) .... ., Medium Impact(Tier z>M„ ,.w ._._.__. .,. . _..._ .., .. Project Title: Parsons- Sterling Street House Report date: 12/23/21 Data filename: Page 7 of 10 PlansVerified FielCom lies?dVerified Final Inspection Provisions Value Value p ments/Assumptions Com 402.1.1,Dirt * i .:L _ _.... ... ..._.. . ... . , Ceilin insulation R-value. R- R ❑'Complies see the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 ❑Not Applicable [Fill' PP ..... �....-.m_..,,...w._ ......�..... �.... m.�.. .. .._... . ... . ........ ... .�..�. ....,_..._m ........, 303.1.1.1,.. _�.0.....___. . ........ ........... ...� ... .� ...w.w. 303,2 :Ceiling insulation installed per �9Compl'ies Requirement ill be met. manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable DCom46iI insulationinclude with b it a rm adjacent W f 9 �u MM�V DoesPNot `not appliicab eequirement is to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable [02.4 Attica access hatch value of oorµµ� R-" R m IT OC'omplies Requirement will be met. 13]1 Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blowe inr door mate t @ 50 Pa an.�5............ACH 5.0._ ACH 50 �.❑❑Domplies.. will b Requirement .. ... ....�. �..., . ...... a met. Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 03.3.3 Ducts are determine re leakage weddh°, ft.Z ..-.cfm/100ww. ....ft2....... cfm/100.. ... ❑DompNot ..._. handlers n: All ducts and air .... es ed hin .either: Rough-in test:Total ❑Not Observable conditioned space. :leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of (test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. _ 403.3.4 Duct tig ft2 across the system of< 4 cm m/ ft f /100 ft cf100 Does Not Requirement will be met. g _ _ p q [F14]1 y 2 2 <=3 cfm/100 ft2 without air ❑Not Observable - handler @ 25 Pa. For rough-in ❑Not Applicable 'tests, verification may need to occur durinc3 Framing Inspection _....... ...... ..m..w. � . . . ,_ Re 403.3.2.1 :Air handler leakage designated CCorrpl'ies Requirement will be met. FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable µ.w.... �...,,�...._....._w_ -,...�._.,..�...-. ...�,_ M.....,w_....... .- ��wa .�a....a�..�.,� am. _.,��,..�w_w..�,........�.�...a..., .........,Re .�.,..... _...ry.. 403.1.1 Programmable.. thermostats ❑Com p'lies 'Requirement be met. jF1 ]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑ Not Applicable code specifications. _ a .�.re��� .. �,_�.�__._.............�._.�_. ...m_...�.._._........_.... _...�m.�.�,� � � .µ,� .���m n µ.���..w.❑Com lie........_.... . ..,.�.,....... ....�.�w.....,,-... ...._.�..._...... [ I1. 2 pump ❑Do 1.2 Heat um thermostat installed C p s :Requirement will be met. 01on heat pumps. � es Not ❑Not Observable ❑Not Applicable _..µ_ -..... ..ww. _.._ ............_ . .w. . �1Comlies . .. .,_....-. .. . ... .... _. .. 483.5.1 Circulating service hot water P Requirement will bemet. [F111]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable p ;T[ry . High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low 3) Impact(Tier W«.1.b._...„..............,...,.......w.... ... ... .............R .... ...._.,, ..,..... ...,............. .,,,,»...,..,_...........,..,,... ,....,,, impact um. .. r .......,,,,,.....,,.... Project Title: Parsons - Sterling Street House Report date: 12/23/21 Data filename: Page 8 of 10 fon Plans Verified Field Verified e Final Inspection Provisions Value Value Complies omments/Assumptions & Re .ID ������ �M�. ��� �n�..��..�.. �� .., .a. ._�.....- _ ....Tic _ .....w. 40:1. A...�.�.�-..�,...,, .�_...__.�......., II mechanical ventilation system, ❑Complies Requirement will be met, [F12 )?� fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table ❑Not Applicable R403.6.1, _..... .. � _.... 403.2 Hot water boilers supplying heat ElComplies Requirement will be met. [F126]2 through one-or two-pipe heating oes Not systems have outdoor setback ❑Not Observable control to lower boiler water ❑Not Applicable temperature based on outdoor . temperature _... . ..a.....0................ ' .�..�__...�-..-_.� ..M.M-._.-__..w ._....w. .._� M., �.a �n ..� .Aw. ..� ..�....a� aaw _.. ..__.. ..._...... .... 403.�51.1 Heated water circulation systems OComplies Requirement will be met. [F1Z 8]z have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply ❑Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ... _......._Pyww. �. ...._....,. ,..__...w ... ...., . ODo lies Requirement ............._.._ 4C1; 5 1„ Electric heat trace systems p' a_. q will be met. (F129] comply with IEEE 515.1 or UL oes Not 515.Controls automatically ❑Not Observable adjust the energy input to the ❑Not Applicable heat tracing to maintain the desired water temperature in the li . ..�.. ... , . ..w .�...., 403.5.2 Demand recirculation water ®Com p'esRequirement will bemet, [F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the ❑Not Applicable water entering the cold water piping to <= 1049F. .......;_. _ .. .......... `03 j 4W M x WDrain in water accordance recovery h CSA ❑DoNot units xWW�OVW a V V mp _...., s Requirement will be met. B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. [FI6] fixtures have _.-..... _.,., .. .,,A., .wµ ., �. .,. ,... ....ODoes Not Requirement will be 404.1 90%or more of permanent p' met, 1 high efficacy lamps. ❑Not Observable ❑Not Applicable .p..µ wW . m .❑Com lies Re... ... ..w...... _.... 404.1.1 Fuel gas lighting systems have p' Requirement will be met. [F12313 no continuous pilot light. ❑Does Not []Not Observable ❑Not Applicable . ......... will a Complianceryp certificate posted. Requirementwill be met, [FI7]2 E]DoesNot ❑Not Observable ❑Not Applicable 1. ..High Impact (Tier 1) 2 Medium Impact(Tier: I 3 Low mpact(Tier 3) __.. .-_w_......p . .... _.... _..m.... .. _. .. ....... Project Title: Parsons - Sterling Street House Report date: 12/23/21 Data filename: Page 9 of10 Section plans erlfled . l leld 'erlfied complies? � Oornments/ ss uinptions Final Inspection prc►vlslons i�alue Rteq.ID _. ,. ..__ .. value ..,,. ....... . .. ... .. _..... .._._ _.. _. ... 3� 3 Manufacturer. . ...... w turer manuals foromplies Requirement will be met. (tI' lI) mechanical and water heating C]Does Not systems have been provided. ❑Not Observable �� �. .,. �.� ........o ❑Not Applicable Additional Comments/Assumptions: igh Impact.�t( 1) . � Medium Impact(Gist 2) Low Impact(Tier-i-)- Project Tier3)Project Title: Parsons-Sterling Street House Report date: 12/23/21 Data filename: Page 10 of10 m 2018 IECC Energy Effidency Certificate Above-Grade Wall 38.50 Below-Grade Wall 15.00 Floor 21.00 Ceiling / Roof 56.00 Ductwork (unconditioned spaces): MOMMEMMEM!Mii: 1: Window 0.31 0.05 Door 0.20 0.10 Heating System: Cooling System: Water Heater: all oil moo= Name: Date: Comments I LUUAIIUN MAP SCALE l,"=400' N07ES 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 ENGAGEMENT. IS A VIOLATION OF THE STATE EDUCA11ON LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, To ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND 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 GEODETIC SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD. COUNTY OF SUFFOLK TAX MAP 1000, SECTION 010, BLOCK 9, LOT 3.1 6.) TOTAL AREA = 1,90± ACRES. 7.) SITE IS LOCATED IN R-40 ZONE. B.) BASE FOR LEVELS: NAVD88 9.) PERCENT OF LOT COVERAGE PROPOSED- 5.27 IT 6 A MMAINN OF u*FOR My MER M MW W AMM tMoB TW DMWN Or A DFMPROFM 9AOWM M AROSTECt LANDSWE AW*YJCT 00 LM 10.) THERE ARE NO DOMESTIC WELLS WITH 150 FEET OF THE PROPOSED &ROR AN It'�11y.F AN ual WA DEVELOPMENT. STAW OF AVEMAN uMW is ALMIS).THE 41 040"MEK AARWTFXT. WE ARMEW OR UN $"vR%W-"WALL S,TA.W-TK AND NOTA *ALWM BY' By RM DATE OF SOON AUM . SMAUK k". A Mr.B.W* SEP11p-qyqlru nref�. BED A OF I—VIUL CLEAN-OUT IN BASEMENT- PROVIDE 4' C.I. PIPE TO SEPTIC TANK. PROVIDE 1500 GALLON SEPTIC TANK- INLET INVERT= 20.0 OUTLET INRT= PROVIDE I DISTRIBUTION BOX- INLET ELEVATION-1VE9.5 19.75 PROVIDE 2 ROWS OF LEACHING GALLEYS (SEE DETAIL)- INLET ELEVATIONS= 19.0 LEACHING REQUIRED-400 SO. FT.- PROVIDED- 424 SO. FT. CONNECT ROWS OF CHAMBERS AS SHOWN USE CHAMBERS MANUFACTURED BY DIAMOND PRECAST PRODUCTS EXISTING SEPTIC SYSTEM TO BE LOCATED, PUMPED AND REMOVED. PROVIDE FORM WWV-080 Abaodor mProxl8Y'StWn rnw�t b_e_n confof rtiamce w0h the DvrdarPrcnenvs o� C o uy C JF rl'� sun/V'A"'s rN API�,m-n/AL (JF C10N',�'I!R1�C�rN For,:xA Fmvw y R �3i1)l-N0 ONLY 1/00 DAA E 1/14/2022 H.S. �RCF9 . No� R-21-1737 'Ao'onnv ,6"m No. Submittal FXpEr'%�'S FROFO DAFL OF A DETAIL RHS 08112120, ONCRETE CHAMBER ........... 7No 01112121 PROPERTY LINE LEGM JTLE7 ABUTTERS LINE EDGE OF PAVEMENT EDGE OF GRAVEL ------------------- EXISTING CONTOUR 12 PROPOSED CONTOUR PROPOSED 5 BEDROOM STONE WALL RESIDENCE RETAINING WALL FENCE TREE LINE OVERHEAD WIRES ()/W Drawn By: Checked By: NOW OR FORMERLY NIF Designed By:RHS RAG RHS UTILITY POLE BOUNDARY POINT 0 Issue Date: Project No: Scale: 06-08-2021 069627 1.1=30' 0 0 Drawing No.: 3"!! O��3 GRAPHIC SCALE IN FEET Sl-iEET I OF 1 NO 3UV��0 aNV 01 OSWJO�)13, 1SAS OI10S 3115 NO 831 dM Nd101Nnn ' l 3 N30IS38 A7/W d3 37ON/S 113M13 '0 VLd3808 3/N kW NP S NOW OM °� �✓' � ,00'Lt 7 i M,9tjosz S i ss•ioa M � �'��` �69*0191 N� ���/��" .91 9Nlallne _......__..... +f7/ 03HS rh 3 9C£Z M,9 t,L054 S� M .£O,OOS9 N :y3aV -ONIHaVd ! ., )^803 V3W 1N3VMI V3(1rv13335) 3Hv T-00 '8IZlid n..," lr)DHSVM ,�ur dor c 313WNO0 aNOV1S 304V8anlSla 3amld 6LL� SIMIn SNOSHVd S000 T ,91•,iZ.60 N3 a38 Ol z t MUM l l " 1 J „ONt/7 1Nb'Odil„ � j� .,� / C� 3 .ao.zc r9 s 11N3aan1 '1 3I0m ;8 30NV8aO1o 'V dH121b'W " " n 3/N / / �\ Mfr~ •_ ON INH .p¢ I � ,� k � 13AVNJ ONLM �' AVM d0 1H91a 3NIl 3lOd ` ALa3d08d ONlllflE JO 631N30 SM31A 831VM ar'r� *G�j I I � `\ `� 3Aa: 'x! ��` 99 39Vd L929 233 S (1rv13a 333 3ONVaLN3 S� N NOu0na1SN00 088-311S woad x y ; M.00.i011 S 38 Ol IVIa31VN l 9} "-M(31SAS MUM p Omad 30 1H91a p 9NLLSIX3333AMOW3a ° ^' "� � 301M ,Ol \ VIA 31VNIaM= � / i `. 1 / /M M3N 30Noad aou f 94 SN80M a31VM 13 4. —�v '"'J4` a3d 301A83S {'. NI ION 3NIl 01 3HI NODS 0 9 , , AVM d0 1HO18 / w..,. �" 3Nll a3IVM 301M H831S . At 30 831N30IOUJOd 1 Nn a '9Zti Mve j �'�) ` \,�""«.,, ``"\'� J \ \ ALa3d0ad OM11nov a03 38 9 r,� 1 ~`+ "' `�.' .,,� '�- mac-""'""'"", `4,` SM31A 831VM 3Aa3S3ad Di a30a0 M :" f 0 load /^ ~ "'" 99 30Vd L9£9 a3ell NI 0310N SV �dJ/: b�+ „ONV 031OIa1S3a„ SS080V S1HOIa Ol 1031'9nS ' 5 (1IV13a 33S) HNVl oud3s r n o 7 ' — o Ivo 000991 30KONd \ ¢� (1rv13a 33S)xos J \ Notinelalsta x9 01 V3ar 3aa4W ,dam (11V130 33S) \ 311dxools\ \v Sa38NVHo ONIHOV31 .yg" 3-10d \ \ i 3alAoad o£,o. ., 9V13 ` ona>.SN0.1 o•s+v 3 . to N i£'£ SNlana NIVINIVM —,o ) a 3 .00,* 30N3d 116 IIVM V3S \ 3oN0ad 3 -✓ `"..,, JNLLSIX3Ag (smanyHo Z) W31SAS 011d3S 311S NO 60OZ '9Z a38MO1d3S 831VM 3dd101NnW y dV3 g" H6t00o£019£ dV" ►rats road 3ON30IS3a ATM-4 370NIS ONusIX3 �,�f 3A 3N0Z aaa'u do sump 330HS13d H136VZI�3 ` -41N Sy+ 3Nn allMH NOISOa3 1V1SV03 31vOS Ol lO��Nyy Q y IIIMU .. .MZI�-9-I�xM9 .OxM6�,I �sv>� lC�6V VD VNIROV31 s (MS)'MVHD-GWS 35uvoo1 rT -7 7 tl,2 WP-7, cf) TABLE OF CONTENTS �-- F I F E IN N CN p N W Ch W z ~ .F' SHEET# SHEET TITLE > w w Lu w +, A0.0 COVER • . • �.y 0 A1.0 SITE PLAN . (Y F� A2.0 BASEMENT PLAN • • • ' A2.1 FIRST FLOOR PLAN • . • N C A22 SECOND FLOOR PLAN • • • +- �y- A2.3 ROOF PLAN • • • t j 0 22F' ERM T * 3A3.0 NORTH&WEST ELEVATIONS • • • CX 'X o A3.1 SOUTH&EAST ELEVATIONS • • • � A4.0 BUILDING SECTIONS © r= ARSONS S R G s s s s D A4.1 BUILDING SECTIONS • . • 81111 A4.2 PLUMBING RISER DIAGRAM • pl A5.0 WINDOW SCHEDULE • • • ct I I A5,1 DOOR SCHEDULE • • • "'' A6.0 WALL SECTION DETAILS • . �N^, A6.1 WALL SECTION DETAILS • • N A6.2 WALL SECTION DETAILS • • A7.0 CHIMNEY DETAILS A8.0 INTERIOR ELEVATIONS FIRST FLOOR • e�`"��," a g6 04+s�e� A8.1 INTERIOR ELEVATIONS FIRST FLOOR • L��'`v1 " ., •,M.., ,y r�Ap A82 INTERIOR ELEVATIONS KITCHEN • F; rye- _ A8.3 INTERIOR ELEVATIONS SCREENED PORCH • e q ;G AB.4 INTERIOR ELEVATIONS LIVING AND DINING ROOM • % `� �� = A8.5 INTERIOR ELEVATIONS BEDROOM 117 SUITE A8.6 INTERIOR ELEVATIONS SECOND FLOOR • W�k+ b A8.7 INTERIOR ELEVATIONS SECOND FLOOR • �'`r,�A,�a UwE ``� A8.8 INTERIOR ELEVATIONS BEDROOM 202 SUITE • A8.9 INTERIOR ELEVATIONS BEDROOM 208 SUITE • A8.10 INTERIOR ELEVATIONS MAIN SUITE A8.11 INTERIOR ELEVATIONS MAIN BATH • A8.12 INTERIOR ELEVATIONS BEDROOM 214 SUITE • A INTERIOR DETAILS KITCHEN A91 INTERIOR DETAILS BATHROOMS • r T1 E2.0 BASEMENT ELECTRICAL PLAN • • . F,y� ` = E2.1 FIRST FLOOR ELECTRICAL PLAN • • . r�•a1 E E ND FLOOR ELE TRI AL PLAN • • • - - S0.0 GENERAL NOTES • = TION PLAN • I h FOUNDATION � T FLOOR FRAMING PLAN • # S12 SECOND FLOOR FRAMING PLAN • - - - - - - S1.3 ROOF FRAMING PLAN • S3.1 STRUCTURAL DETAILS • t - S3.2 STRUCTURAL DETAILS • - - - S3.3 STRUCTURAL DETAILS • O STRUCTURAL DETAILS • V J VIEW FROM WATER VIEW FROM DOCK 1 2 ¢ ¢ ¢ � o � o cn Q = _ LJ W W rid i w_ z Elf W W - I - t r , • • - - - I _ ------------ : _. .-- _ ._._.. - I --- ------- -------------- ............. . _. ._ -_-._ - -'-_- --_ _ -. _ ------ ----- -- ---- .... .. ..... -------------------- ... . .. - --------------- ------ v N LLJ :. _...::--- - - -- -_ _ - U C �� LJ E r MAR 1 5 2022 3 VIEW FROM NW VIEW FROM SW VIEW FROM STERLING ST TOBUILDING WN OFSODTHOLD 0 4 STRAW BALE BINDER WIRE -� I 1 Drawing Copyright®2015 PLASTIC LINING PROVIDE LOCKING CW IRON / NATIVE AL COVER dz _ r MAX (TV) TEST HOLE DATA G i// (OPTIONAL) rt I f 4" SPE BY: RH STROUSE P.E.L.S. DATE: 04-22-2021 \so- METAL WOOD OR NOT TO SCA E 20"N SDR-35 01z (r�tN) 12"-126"T SUBSOIL WEST (2 PER BALE) ° ° 40"- 204" WELL GRADED COURSE SAND-FEW FINES-SW HARBOR 101 East River Drive,1st Floor I° -- ----- ---- - EXPECTED GROUND WATER ELEVATION- BELOW ELEVATION 7 I / East Hartford,CT 06108 WE 7O 860-885-10551 www.chacompanies.com I�IMtJ B to' MIN. c B I ®® (v� ®® SOIL CLASSIFICATIONS F q7�T I FIl �6r VA 1 I ®®® ®®® I RIES ; o RpE-Riverhead and Plymouth very bouldery soils- 15-309 slopes �R FSI '; CONSTRUCTION ENTRANCE NOT TO SCALE _ - I ®®®®®® SITE NOTES PLAsnc. • - v•STRAW BALE ° 7'10" I LINING F1 AN (TYP) Eli l� 1. REMOVE TOPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. NOT TO SCALE I . 8'-6" � 2. ENTRANCE SHALL BE 12' WIDE MINIMUM. COARSE SAND-GRAVEL( I l 3. SUB-BASE OF FREE DRAINING BACKFILL MAY BE USED IN LIEU OF \ GEOTEXTILE FILTER FABRIC. NOTES: = Z� CONCRETE 4. MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPAIRING RUTS 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL �o AS REQUIRED. ADDITIONAL LENGTH MAY BE REQUIRED IF SEDIMENT IS CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING LEACHING GALLEY TRACKED ONTO PAVED AREAS. ANY SEDIMENT SPILLED, DROPPED OR PUMPS MUST BE SIZED ACCORDINGLY B STRUCK, s GROl1NDWATER sI` TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY. 5o GALLONS/PUMP, PLUS MIN. 1' FREEBOAARD).RD). 4r,-9»X8,-6 x4,-6-1/2 DRILL 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM NOT TO SCALE COASTAL EROSION HOLE C PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES J 75%OF ITS CAPACITY. HAZARD LINE \ ss��\ + G SITE PLAN 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT \�• OF WASH WATER. ,,�� . , �0 oG� Tye �o PREPARED FOR: NIFELIZABETH PEISHOFF LIMITS OF FLOOD ZONE VE /�•�O• \CONCRETE o� J. GEDDES PARSONS N/F SINGLE FAMILY RESIDENCE FROM FIRM MAP 36103CO019H y�0 \ CAP CHARLES W. GREENLEAF SEPTEMBER 25, 2009 h ' tiG 515 STERLING STREET "VACANT LAND" MUNICIPAL WATER EXPANSION AREA ��. E �� \�s �'t F FISHERS ISLAND, NY 1 ON SITE SEPTIC SYSTEM (2 CHAMBERS) I 6°34 V 8�• rl 2�• � � \ \ \ EXISTING » � E 4l. SEA WALL LOCATION MAP SCALE 1 =400 PROVIDE \ \\ \ N 107'25 SILT FENCE \� \ \\� N 6T34'00" E --MAINTAIN MAINTAIN DURING sTa 3.34' N 81'06 30" E 46 p1- -"` \ CONSTRUCTI 105 I s�� ` �� PFLAGOLE � 35.00'41 00 E .64.8 LEACHING CHAMBERS ' \ '\ \ \ STOCKPILE • \ \ ��� OLD TRAIL \ (� DETAIL) \�/'�� \fir, \ AREA \ � \ ,� � BENCH MARK 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED i` (SEE AREA TO 5X •\ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO \ PROVIDE T ' \1 Tr "' BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE DISTRIBUTION o ' \� \ ENGAGEMENT. � BOX (SEE DETAIL) r' o � ms's \ ro�� PROVIDE DRY WELLS 1-� I-, a' l \ FOR ROOF DRAINAGE 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, PROVIDE 1500 GAL \ 0 2\ (TYP.)-3 DRY WELLS) UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ( 0 v I ---,_SEPTIC (SEE DETAIL) SEPTIC TANK (SEE DETAIL) \ - 4� ALTER AN ITEM IN ANY WAY. �- N/F / 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S MONTAUK LLC // // "1� SUBJECT TO RIGHTS ACROSS "RESTRICTED LAND" �\ r,� r',� \ ~ _ �� /I ^2``Or PROPOSED-2 STORY SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF SINGLE FAMILY / / o _ AS NOTED IN LIBER 8367 PAGE 58` _ ,,.� �� 5 BEDROOM RESIDENCE THE LAND SURVEYOR. RESIDENCE ) IN ORDER TO PRESERVE WATER VIEWS \ \ . \ r , (FF-22.7) WITH ATTACHED /�\ ��I v FOR ABUTTING PROPERTY ` \ \-� % 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC MUNICIPAL WATER / --� r' << BIRD\ �6 ' GARAGE (FF-21.33) AND ��- < �\ HOUSE \ x \ �o UNFINISHED BASEMENT SURVEY TRIANGULATION STATION "PROS" ON SITE SEPTIC SYSTEM / -_ \ (FF-14.16) 2X2 5/8 16 Ga. � ��// �\�\ �� c �..� � \� \ / 9 ° �.- I / MARE MESH \ / , //�1��� \ -� 1 \ --� / / 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 'TAX MAP 1000, 1 1/2" / � �' , °•, rn /� PORTION OF C SECTION 010, BLOCK 9, LOT 3.1 O CENTER OF 10' -14/ , �_\\ 1,/ STERLING STREET M �ti00 C WIDE WATER LINE DISCONTINUED BY 6.) TOTAL AREA = 1.90± ACRES. N DCISTING ti G)�/ / "'-- IL ��-� RIGHT OF WAY a' ' �6/. THE TOWN JULY 9, 1963 / DO ORO• �` c��. LINE NOT IN / �Pz i , \ �' f w 7.) SITE IS LOCATED IN R-40 ZONE. SERVICE PER / ` f I `� DRILL ' PROVIDE NEW WATER SERVICE- , HOLE Fl WATER WORKS `\ 36 `.�`�`I / 3 COORDINATE W/FI WATER WORKS 8.) BASE FOR LEVELS: NAVD88 / 0 CENTER OF \ / gam- I 1 / REMOVE EXISTING IT IS A NOLATION OF LAW FOR ANY PERSON.UMESS THEY ARE C -A-\-) \ \ . /( -� i� 9.) PERCENT OF LOT COVERAGE PROPOSED- 5.2X ACTING LWER THE DIRECTION OF A ucoasm PROFESSM 10' WIDE tea+ / .- RESIDENCE. PUMP EXISTING ENGINEER.ARCHITECT.LANDSCAPE ARCH7ECT OR LAND \/ ^ SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF m nam BEARING THE POLE LINE i \ O co SEPTIC SYSTEM-ALL 2" 2"F- / � /i/ ° v � RIGHT OF / � � � ' ' "� 10.) THERE ARE NO DOMESTIC WELLS WITH 150 FEET OF THE PROPOSED STMP OF A uco+sm PRarEssloNa a ALTERED.THE ALTETtMG \ DEVELOPMENT. SURVEYOR SHAM STAMP THE DocumE NT Am oc uoE 7w L p C ��� / O 3 IAL TO B EMO ENGINEER,ARMTECT,LANDSCAPE ARMTECT OR LAND WAY I. ( N N " I K // y. FROM SITE-(PROVIDE FORM WWM-080) owTTE10a"F AL70 DALT�Y'1`011 AND BY MM SPECIFIC SDEs�TIa7W STANDARD D-BO;I� O•THE ALTERA70L NOT TO SCALE EXISTING \ �' • I I I `� '• / PROVIDE GARAGE \ \ X16 •00_\2 + �� kv CONSTRUCTION N/F SEPTIC SYSTEM DESIGN FOR 5 BEDROOM RESIDENCE c� f I ENTRANCE THOMAS J. RESIDENCE PROVIDE CLEAN-OUT IN BASEMENT- PROVIDE 4 C.I. PIPE TO SEPTIC TANK. f \ o a SINGLE FAMILY RESIDENCE SUBJECT TO RIGHTS ACROSS "RESTRICTED LAND" \ h �-- w � J \ SEE DETAIL) PROVIDE 1500 GALLON SEPTIC TANK- INLET INVERT = 20.0 AS NOTED IN LIBER 8367 PAGE 58 y I I T� � \ \ o w ( MUNICIPAL WATER OUTLET INVERT= 19.75 IN ORDER TO PRESERVE WATER VIEWS \ \ CENTER OF I I r, I \ \ t ON SITE SEPTIC SYSTEM PROVIDE 1 DISTRIBUTION BOX- INLET ELEVATION-19.5 16 FOR ABUTTING PROPERTY POLE LINE 6' I N SILT FENCE 8.98± \ RIGHT OF WAY ` XISTING MON. f„� PROVIDE 2 ROWS OF LEACHING GALLEYS (SEE DETAIL)- INLET ELEVATIONS= 19.0 GRAVEL (BURIED) ; N 1582.94 LEACHING REQUIRED-400 SQ. FT.- PROVIDED- 424 SQ. FT. N 77-14-51- ly 4g \ PARKING CONNECT ROWS OF CHAMBERS AS SHOWN WOVEN WIRE FENCE (MIN. 14 \ \ / I Yo W 172.66 � ( � USE CHAMBERS MANUFACTURED BY DIAMOND PRECAST PRODUCTS GAUGE w/ MAX. s" MESH 4g S 05'01'41" W EXISTING SEPTIC SYSTEM TO BE LOCATED, PUMPED AND SPACING) I ; 11.31• REMOVED. PROVIDE FORM WWM-080 10' MAX 36" MIN. LENGTH FENCE \ \ ,^ t3 _ CENTER TO CENTER POSTS DRIVEN MIN. 16" `ro \ \ I PARCEL ACQUIRED BY III INTO GROUND �� \\ 1 1 3J. GEDDES PARSONS y S 25, 11'115" W LIBER D00013131 PAGE 651 21.52 II 1 I 1 11-29-2021 I ° JAMES & JEANN/E BALLENTI NE NIFI ' I I' .W1 ,b' h PROVIDE LIMITS OF J CV t G� • y SINGLE FAMILY RESIDENCE z 3 DISTURBANCE STAGING WASHOUT ,\ I HEIGHT OF MUNICIPAL WATER o 28,000± S.F. AREA 4, ) FILTER = 16" MIN. �'! o o \ \ I (SEE DETAIL 10'-8" . ON SITE SEPTIC SYSTEM •r KNOCKOUT INLET AND EASEMENT AREA FOR � � ^� PARKING- AREA= � EMBED FILTER $ 1,384± SQ. FT. 0 OUTLET OPENINGS SHED CLOTH A MIN. OF y "DRY" BUILDING NS• 6" IN GROUND O\ t N 1510.69 ✓ = W 201.89 RIBS INSIDE �X S 25'01'15' W _CTIVE VIEW17.00' �`' 00 / PERSPE- I + � N + IRON �� �, Ar r�Q L17 PIPE /� j J a No. Submittal/Revision App'd By Date 160.56 WOVEN WIRE FENCE (MIN. 14 II W CONCRETECHAMBER 1/2 GAUGE W/ MAX. 6" MESH-C \ IRON " �' ' 1 RHS 08/12/2021 SPACING) WITH FILTER CLOTH ? PROPOSED ROOF LEADER PIPE $ 8435 / C.0 c) % DETAIL � RESIDENCE (FOUND) J%j C�j 3 � 2 BOUNDARY UP-DATE RHS 02/11/2022 36" MIN. FENCE POST o N/F / % i CAST o I UNDISTURBED N ROBERTA C. ELWELL �i i / CONCRETE COVERS FLOW--� I GROUND F- oV RFFLLOW"� SINGLE FAMILY RESIDENCE % % PLAN 3 HOUSE FOOTPRINT RHs 03/10/2022 N I \ Z PVC CUT MUNICIPAL WATER COMPACTED SOIL \j\ 4"a TO LENGTH MIN. 6" SOIL COVER / �� \ EMBED FILTER CLOTH \\�\\�\\�\\\/ 4 BLOCKS AND CATCH ON SITE SEPTIC SYSTEM COVER LOCKING CASTING OVER DRYWELL A MIN. OF 6" IN GROUND f -BASIN GRATE TO GRADE IF GRADE TO GRADE 3 4" I FILTER FABRIC (NEENAH R-2525-F) OR EQUAL i' IF DROP T' a / / IS USED FINISHED GRADE D CHIMNEY a SECT110N VIEW so•BEND m ® o m N X 20„ WIRE MESH LEGEND a- SDR 35 PVC ° O O 0 0 min. m� 4" PROPERTY LINE F- CONSTRUCTION SPECIFICATIONS SLOPE AS REQUIRED m ® @ 0 0 0 -� ABUTTERS LINE -- 0 "° m ® 0 0 0 � INLET 4" VENT ��) 4" VENTS OUTLET EDGE OF PAVEMENT 1- 1" STONE OR p O @ O 0 e LIQUID LEVEL- _ _ _ SCREENED GRAVEL EDGE OF GRAVEL -------------------- CD --------- -- CD 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE LO CONTINUOUS HOT N 4" OUTLET N - z 1' 8' t' I r- ASPHALT SEAL BAFFLE EXISTING CONTOUR 12 PROPOSED 5 BEDROOM TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR LINED NTH w HARDWOOD. STORMWATER DRYWELL DETAIL 10' `� 1/8" PVC PROPOSED CONTOUR 16 RESIDENCE 60* GAS In 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES NOT TO SCALE $".► DEFLECTOR In WALL 1`1 SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, DRAINAGE CALCULATIONS RETAINING WALL ^ ^ ^ ^ � 6" MAXIMUM MESH OPENING. �.. - �._ FENCE X °' ROOF AREA = 3,664 SF TREE UNE ' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH 07HER THEY SHALL BE 3 CROSS SECTION �3" Designed By: Drawn By: Ch, OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER U) FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. REQUIRED = 3,664 SF SF X 2/12 = 611 CF RHS RAC IAM FAMILIAR WITH THE STANDARDS FOR APPROVAL Now OR FORMERLY NSF J 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED DRY WELLS AND CONSTRUCTION OF SUBSURFACE SEWAGE UTILITY POLE -�- Issue Date: Project No: EQUIVALENT. 611 CF /28.27 CF/VF = 21.6 VF DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE BOUNDARY POINT o 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND hIATERIAL REMOVED WHEN USE FOUR(4) - 6'� x s'- DEEP DRY HELLS. AND WILL ABIDE BY THE CONDITIONS SET FORTH 1500 GALLON 06-08-2021 069627 Q "BULGES" DEVELOP IN THE SILT FENCE. THEREIN AND ON THE PERMIT TO CONSTRUCT. 2 COMPARTMENT Dr- " SOIL CLASSIFICATIONS SEPTIC TANK 30 15 0 30 OF 1 APPLICANT NOT TO SCALE RpE-Riverhead and Plymouth very bouldery soils- 15-309 slopes GRAPHIC SCALE IN FEET SHEET a� - W oc J L _I 1_ o UP (/ O --———————————— -- ----------------- ----------------- J L — J L — J L — J L +1L .J L — I L — J LTJ J L L - - t"'4ia I sree" p v #4 cU ,��, DECK ABOVE PORCH ABOVE DECK ABOVE '^�� V c a •. �. 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FIRST FL SUBFL .................................................................... ................................................... .......................................................... ........................................... ................................................................ ......................................... ............................................. ............................................... ............ . .... .............. P�l 221 -811 U-) LL-i L-Li 2 WEST ELEVATION 1/4"= 1'-0" LLJ A4.1 A4.1 Gb 1 2 A4.1 A4.1 Ir 1— O 1 2 V W 0 12 � vi4-4O C� rc�s :;. ::. ... ,. B.O. CEILING -2ND FL BEDRMS 18 -12 %' —�✓ BEDROOM / f" OOM 12 LIL, 214 f A6.0 A6.0 << SECOND FL SUBFL .. ....... ...... .::...,:: ... — /........... ............. . /, �o T.O. PLATE _BEDROOM 116 4 i - n i i !���V �e�Cx� °'�• O Asa 31 4 1/2 i M n N � v Q ° BEDROOM BATH 116 117 I LIVIVGVDINING R IOM '�•,, ilit I i ! II f fj FIRST FL SUBFL I FIRST FL SUBFL — — — — I i I — ... .. .... ::." .. 221 -811 22' - �� � �� T.O. FND. WALL -TYPICAL T.O. FND. WALL-TYPICAL 21' -8112" 21' -8 1/2" i T.O. SLAB 14' -2" — T.O. FOOTING ; .: ; O14'SLAB 13'- 10"—J T.O. FOOTING V J SECTION A ❑- - - - - - ❑ 13' - 10" SECTION B 1/4"= 1'-0" 1/4"= 1'-0" H A4.1 A4.1A4.1 2 3 2 1 12 / 3 B.O. CEILING -2ND F "" C G L BEDRM •� r Q Q Q Q ... ,, ... .,. 43 4 7/ o / /.. nr. / J — - — - —./ 12 Uj BAH IR HALL 213 200 2s BEDROOM 208ZEE " z z ❑ ❑ Lj A6.1 12 ris 4 i3 ` — SECOND FL SUBFL 7 33' 2 /4 3 ... ......:'::;:: T.O. PLATE - KITCHEN _ N N N \ \ 31 --6 3/4 N o IHO /. v KITCHEN .: lin 1 CH C i 1 t1l z — FIRST FL SUBFL �- d o 8 , / T.O. FND. WALL-TYPIC _ �� 21 8 1/2 m T.O. SLAB -(�-- — — — — — — — 141 -2T.O. FOOTING SECTION C SECTION D W00 C N .. t � C A4.0 A4.0 A4.0 A4.0 �.J 5 3 3 5 W � � O :.; %... 12 12 T M 7 7 4-4 i A6.1 2 U v ... .:,:, .::. c ............. . B.O. CEILING 2ND FL E RMS :: .. , ,. 431 -4 7/ /. 8 A6.1 r<. /.. tV T:O. PLATE-LARGE DORMERS _ n 40' -8 314" :............:...... T.O. PLATE - SMAL DORMERS 41' -43/4 41 -4314 26 ,. MAIN BEDROOM ACTH ti A6.2 210 <:< A6.1 SECOND FL SUBFL N 5 2 I n N 1 12 33 2 314 , SECOND FL SUBFL ;, �. ",:::: 4172 i 33 3 . .. ............... .. ................................. ..... ..... .... .... : ,�„ ,.::;... T.O. PLATE- ENTRY PORCH < . »f iae t �?- ATE -GARAGE SH — I ___ —_,____ 14 o •Q a" co t o W PANTRY � °�o ,�• ..�'����»o'» ENTRY ENTRY 109El InnJill SCREENED PORCH— r: . . I ..,. FIRST FL SUBFLLL, FIRST FL SUBFL 22 . ... .... ..... .... .... . ... ..... . ... ... ..... ... ..... ..... .... .. ... .... ... ..... ..... .... .... ... , T. . FND. WALL TY .. , 22 :..:...:::..:. I II 21 112 -8 El T.O. FND. WALL -TYPICAL 21' -8112" Ll °° T.O. SLAB O T.O. FOOTING r ^ H SECTION E SECTION F 1 1/4" = 1'-011 2 _ 114" = 1' 0" A4.0 A4.0 A4.0 A4.0 3 5 W �+ 12 x,'r f9 .. .::. :.::. 12 7 .. ....... .. i.'. �- - B.C. CEILING -2ND FL BEDRMS Ali o 0 0 0 431 -4 7/8 ..... ....... T.O. PLATE - LARGED DORMERS 0 " '`�"-' T.O. PLATE -LAR E DORMERS G ;: .. 12 ::...:::.:::..:...: 40' -8 3/411 40' -8 31411 <. ;.,:,. .::....:::: J J 12 w w w w STAIR HALL 26 `A 200 L ET BATH BEDR 00 2 ° 2 03 202 26 0 0 ° w w 12 — — — 12 Vl > > c> 11/2 12 , ;< . : ,::: SECOND FL SUBFL ek , i..., ::.. .:::.... ................. .. .... ... ../............. ... ................ , ,: ,. ........................... ......:::.,:::::::::::::::: .:.:.:::::..... ..a...: ,./,.. .::L::::G;iii:":� '�,.,. /.. 33 2 314 T.O. PLATE -=GARAGE SHED :;::;�_::;;<:; . ; T.O. PLATE ENTRY PORCH ;.: I II .. <: :.:>> T.O. PLATE -GARAGE SHED 31 31' -_3114" — — 1 -9 3/8 — — — ,— / / TGARAGE LL F1 0 .. S ORAGE i STORAGE DR 0 LAUNDRY .,�... U 1 05 10 105 104 �- 0 1 03 0 0 0 n z 0 FIRST FL SUBFL O 0EL A FIRST FL SUBFL 221 -811 .,.. ...: ,::. .:.,. .,:. /:..., :..:: 1 11 ............. : _: <. �.::. . ;; .i ;�; 22 8 <-<: T FND WALL-TYPICAL w 21' -81/2JA /. T.O. FND. WALL -TYPICAL N C T.O. GAR GE SLAB DOOR 11 21 - 112 1 11 ` 8 21 -4 6: � T.O. GARAGE FOOTING i...... — — — — — — — — — 1 II ..... .....:::::..::". . 17 - 1 m T.O. SLAB ;. 77 T.O. FOOTING 13'- 10" Q SECTION G d SECTION H v 1/4" = 1'-0" �fi 114" = 1'-0" • 00 N U W c 4--) U ry o � (14 C 4-+ of Q) rfj e-+ 0 rN N N � ' I I I I I j ,a,0,t�ett 60�+����� • 3"VENT PIPE i 3"VENT PIPE �o,'`'ti •»,bvi .•i•ii�S�a®��� 1p I I I I I I I I I -- ---• f 1 3 VENT PIPE 1 2"V NT PIPE i 2"VENTIPIPE i 3"VENT PIPE i ► 2"VENT PIPE # 1 2 VENT PIPE 1 I MAIN BATH 211 i i BATH 213 i E i BATH 207 i LAUNDRY 204 i BATH 203 j I I I I i I 1 I fI rn n "oo 1 I V J j I I I I I P- R P(TYP.) SECOND FL SUBFL (� 33' -2 31411 � o 4"DRAIN PIPE ii i r I j I ' ^ 2"VENT PIPE 1 i i v J 3"VENT PIPE i 2"VENT PIPE NOTE:ALL DRAIN PIPES TO VENT 1 I 4"DRAIN PIPE 1 I 1 1 114"PER FOOT I I 3 VENT PIPE i I 1 KITCHEN 110 i, BATH 117 i POWDER RM 102 i i LAUNDRY 103 E It I 1 I I V J I 11 1 1 it 1 FIRST FL SUBFL 22' -8" CLEANOUT "DRAIN PIPE 4"PER FOOT TO SEPTIC LUX-LJu o T.O. SLAB w w N N Q ', II C / + >' N m a • �+f 00 C) WINDOW SCHEDULEr--4 0 WINDOW ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS TYPE MANUFACTURER TYPE No. WIDTH HEIGHT WIDTH HEIGHT "U" VALUE EGRESS NOTES U"I o A MARVIN DOUBLE HUNG UDHG2 3632 E 3'-6114" 6'-0" T-5114" 5'-11112" 0,31 -- u B MARVIN DOUBLE HUNG UDHG2 4032 E T-10 1/4' 6'-0" T-9114" 5'-11 112" 0.31 T- C C MARVIN TRIPLE MULLED CASEMENT UCA16541UCA5454 T.3" 4'-5 518" T.2" 4'-5118" 0.31 SIDE OPERATING CASEMENTS;CENTER FIXED CASEMENT � ll D MARVIN DOUBLE HUNG UDHG2 3024 3'-0114" 4'-8" 2'-11 1/4" 4'-7112" 0.31 V 4O E MARVIN DOUBLE HUNG UDHG2 2420 2'-6114" 4'-0" 2'-51/4" 3'-111/2' 0.31 F MARVIN DOUBLE HUNG UDHG2 3226E 3'-2114" 5'-4" T-11/4" 5'-3112" 0.31 ! , G MARVIN DOUBLE HUNG UDHG2 2632 E 2'-81/4" 61-01 2'-71/4" 5'-11 112" 0.31 " H MARVIN DOUBLE HUNG UDHG2 2824 2'-10 1/4" 4'-8" 2'-91/4" 4'-7112" 0.31 N J MARVIN DOUBLE HUNG UDHG2 3224 T-21/4" 4'-8" 3'-11/4" 4'-71/2" 0.31 K MARVIN DOUBLE HUNG UDHG2 3230 E 3'-2114" 5' 6" T-1 114" 5'-71/2" 0.31 ; L MARVIN DOUBLE HUNG UDHG2 4430 E 4'-21/4" 5'-8" 4'-11/4" 5'-7112" 0.31 M MARVIN AWNING UAWN4040 3' 5" 3' 3 518" 3' 4" 3' 3118" 0.31 N MARVIN AWNING UAWN4856 4'-1" 4'-7518" 4'-0" 4'-7118" 0,31 P MARVIN AWNING I UAWN 3224 2'-9" 1'-11518" 1 2'-8" 11-11118, 0.31 81 Q MARVIN FIXED CASEMENT UCA1624 1'-5" 1'-115/8" 1'-4" 1'-11 118" 0.31 GENERAL WINDOW NOTES: N 1) BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY N DIFFERENCES WHICH MAY BE FOUIND SHALL BE SUMBITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. 2) PROVIDE SHOP DRAWINGS FOR REVIEW. 3) SEE WINDOW ELEVATIONS FOR MUNTIN PATTERN. 4) PROVIDE TEMPERED GLASS AS REQUIRED BY LOCAL BUILDING CODES. 5) ALL MARVIN WINDOWS TO BE HURRICANE RATED (IZ3) i\(`V••�� "� fir•® yO�y� WINDOW OPTIONS: U • b a.� �N �` 1) SCREENS - HALF SCREENS FOR DOUBLE HUNG WINDOWS; COLOR TO MATCH WINDOW EXTERIOR 2) HARDWARE - WHITE SASH LOCKS ��° 3) MUNTINS - 7/8" SDL W/ALUMINUM SPACER BAR •: •°'' «'� 4) INTERIOR - PRIMED 5) GLASS: MANUFACTURER - MARVIN GLAZING - DOUBLE PANE TYPE - CLEAR LOW-E 270 U-VALUE - 0.31 SHGC - .050 VT - 0.57CR R -555 GAS - ARGON FILLED 6) EXTERIOR CLAD - RED (CUSTOM) 7) EXTEROR CASINGS & SUBSILLS - 2" AZEK SUBSILL, 5/4X4 AZEK CASINGS. 8) JAMB EXTENSION - TBD 9) PROVIDE COPPER SILL PAN & VICOR FLASHING AT ALL WINDOWS & COPPER HEAD FLASHING @ WINDOW HEAD CASING ^ n 10) INTERIOR CASINGS, STOOLS & APRONS: TBD C! J H V J 3'-61/4"R.O. 3-10 1/4"R.O. 01 7'-3"R.O. 2'-81/4"R.O. 01 3'-01/4"R.O. _ 3'-2114"R.O. O 3'-51/4" 3' 91/4" 1' 4" 4'-6" 1'-4" 01 2'-71/4" 2'-111/4" 2'-6114"R.O. 3'-11/4" 2'-51/4" H r - - - - - - - - � r- - - - - - - - - - - - - - - - - - - � r - - - - - - - � - - - � I I I I I I oN I `� I o N I I I I O I I O I � � � � I I � � o N IF -IF I I I I I I I I M -T Mco I I I I I I I w I I I I I I I I I I i I I I i I I WINDOW C A WINDOW D WINDOW E I 112" = 1'-0" "F1/2' = 1'-0" 1/2' = 1'-0" WINDOW F 1/211 1 1-011 CD CD W= 1 WINDOW WINDOW B7WINDOW G 112 - 1 -0 112 - 1 -0 1 1/2 11-011 J J W W U Elf � W V/. W 2' 101/4"R.O. 4' 1"R.O. 3'-21/4"R.O. 1/ " 3'-21/4"R.O. 3' 5' R.O. N 2'-91/4" 3'-11/4" 3'-11/4" 3'-4" 4' 0" "<: -- - -------- � I — — — — — — — — -------------------- - v IIII O IIIIi d ct IIIIli 0 IIIIIiI IIliII 0 IIIIIIi O _ III I 2'-9•"R.O. � - II 1'-4" o T.O. GARAGE SLAB LLJ I co o ; WU . N 00 CO Comr r r 1, \11 WINDOW M WINDOW P WINDOW Q " N � � � I I I I I I I , , I I I s,;: 14 1 112 - 10 112 - 10 QD I I I I IL I <::���: I I I 112" - 1'-0" _ �, _ C WINDOW H WINDOW J 3'-11/4" 4'-1 1/4" WINDOW N z ; _ � _ 112 - 11-011 1/2"- 1 -0�� 1/211- 1�-0�� 3'-21/4"R.O. 4'-21/4"R.O. () WINDOWS K & L V 1/2" = 1'-0" A5 ,90 W00 DOOR SCHEDULE �-- ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS U -) M No. MANUFACTURER MODEL No. STYLE MATERIAL WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS HARDWARE SET NOTESNJ L(J V. o 001 TBD DOUBLE DOOR 0'-1314" 6'-10112" 6'-0" 6'-8" 1318" 002 SIMPSON 4 PANEL DOOR 2'-10 1/2' 6'-10112" 2'-8" 6'-8" 1318" O M 101 SIMPSON TBD ENTRY DOOR T-4112" T-2112" 3'-2" T-0" 2114" Z -3 1/2"TYP, 101A CUSTOM SCREEN DOOR 3' 2112" 6' 3'10112" 2" T 0116" 1" co 102 MARVIN CUIFD2668 FRENCH DOOR 2'-8112" 81-01 2'-7112" T-11112" 1314" MATCH EXISTING WALL o 102A CUSTOM SCREEN DOOR T-2112" 6'-10112" 3'-0" 6'-8" 1" ry 3 1/2"TYP. 103 MARVIN CUIFD5080 FRENCH DOOR(PAIR) 5'-1518" 8'-0" 5'-0 518" T-11 112" 1 112" WOOD EXT.JAMBS&SILL 101 01 103A I CUSTOM SCREEN DOOR T-2112" 6'-10112" 3'•0" 6'-8" 1NJ " 104 MARVIN CUIFD5080 FRENCH DOOR(PAIR) 5'-1518" 81-01 5'-0 518" T-11 112" 11/2' WOOD EXT.JAMBS&SILL4-1 O ® 103 104A CUSTOM SCREEN DOOR(PAIR) 5'-2112" 8'•1114" 5'-0 518" T-113/8" 1" v l O 105 OVERHEAD DOORS GARAGE DOOR 20'-2112" 8'-2112" 20'-0" B'-0" 2114" +� 106 SIMPSON F-7512U ENTRY DOOR 3'-2112" 6'-10112" T-0" 6'-8" 1314" 11�� Ln 107 THERMA-TRU EXTERIOR DOOR 3'-2112" 6'-10112" T-0" 6'-8" 1314" n/1 107A CUSTOM SCREEN DOOR 3'-2112" 6'-10112" 3'-0" 6'-8" 1" 108 SIMPSON 4 PANEL DOOR 2'-10112" T-10 1/2' 2'-8" 6'-B" 1318" 109 CASED OPENING 2'-10112" 6'-10112" 2'-8" 6'-8" S� N 110 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" _ 111 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1316" N N 112 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 61-81 1318" N 113 CASED OPENING T-8112" 8'-2112" T-6" 8'-0" 1 DOOR 101 DOOR 101A DOOR 102 d DOOR 102A/103A 114 SIMPSON 4PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 1/2" 11-011 112 1 0„ 1/2' 1 0„ -T 112 - 1 0 115 SIMPSON 4 PANEL(POCKET) 5'-6112” 6'-10112” 2'-8" 6'-8" 1318" 116 CASED OPENING 5'•2112" 8'-0314" 5'-0" 7'-10114" .``e`� •„_ ®«,a '`•r� 117 CASED OPENING 5'-2112" 8'-0314" 5'-0" T-10114' `.;��r•044� ••.• `orr� 118 CASED OPENING 4'-2112" 8'-0314" 4'-0" T-10114" CO. MATCH DOOR 104 EXT.OPENING 119 CASED OPENING T-2112" 8'-0 314" T-0" T-10 1/4' 120 SIMPSON 4PANEL DOOR 3'-2112" 6'-10112" T-0" 6'-8" 1318" o 121 SIMPSON 4 PANEL DOOR 2' 10112" 6'-10112" 2' 8" 6' 8" 1318" $r�a���.^n;,'••• ••..•' ;:�' «� 122 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 123 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" _ 201 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 202 SIMPSON 4 PANEL DOOR 2'-8112" 6'-10112" 2'-6" 6'-8" 1318" -2 1/2"TYP. 203 SIMPSON 4 PANEL DOOR 2'-2112" 6'-10112" 2'-0" 6'-8" 1318" 204 CASED OPENING 2'-10112" 6'-10112" 2'-8" 6'-8" z 205 SIMPSON 4 PANEL DOOR 2'-2112" 6'-10112" 2'-0" 6'-8" 1318" a 206 SIMPSON 4 PANEL DOOR 2'-8112" 6'-10112" 2'-6" 6'-8" 1318" 0 207 SIMPSON 4 PANEL DOOR 2'-2112" 6'-10 1/2' 2'-0" 6'-8" 1318" �..� ~ w 208 SIMPSON 4 PANEL DOOR 2'-2112" 6'-10112" 2'-0" 6'-8" 1318" 130/14 04 209 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'.8" 6'-8" 1318" 0� 106 210 SIMPSON 4 PANEL DOOR 2'-8112" 6'-10112" 2'.6- 6'-8" 1318" o o - 211 CUSTOM CONCEALED DOOR 2'-2112" 4'-5" 2'-0" 4'-3 718" 1314" ® 212 CASED OPENING 2'-10112" 6'-10112" 2'•6" 6'-8" r ^ 213 SIMPSON 4 PANEL(POCKET) 5'-2112" 6'-10112" 2'-6" 6'-8" 1318" V J H 214 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 215 SIMPSON 4 PANEL(POCKET) 5'-2112" 6'•10112" 2'-6" 6'-8" 1318" 216 SIMPSON 5 PANEL DOOR 2'•8112" 6' 10112" 2'-6" 6' 6" 1318" M 217 SIMPSON 4 PANEL(POCKET) 4'-10112" 6'-10112" 2'-4" 6'-8" 1318" o 218 CASED OPENING 2'-10112" 6'-10112" 2'-8" 6'-8" (� N 219 SIMPSON 4 PANEL DOOR 2'-2112" 6'-10112" 2'-0" 6'-8" 1318" H 220 SIMPSON 4 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 221 SIMPSON 5 PANEL DOOR 2'-8112" 6'-10112" 2'-6" 6'-8" 1318" 222 SIMPSON 4 PANEL(POCKET) 5'•2112" 6'-10112" 2'-6" 6'-8" 1318" DOOR 103/104 DOOR 104A 7 DOOR 106 223 CASED OPENING 2'-10112" 6'-10112" 2'-8" 6'-8" v 1/2' - 1'-0" 112" - 1'-0" 1 1/2" - 1'-0" GENERAL DOOR NOTES: 1)BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUIND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. W 2)SEE PLANS FOR HANDING. 3)PROVIDE ARCHITECT SHOP DRAWINGS FOR REVIEW 4)DOOR HARDWARE TBD 5)DUMMY KNOBS ON DOUBLE CLOSET DOORS W/ADJUSTABLE BALL CATCHES -3 1/2"TYP. 6)POCKET DOORS TO HAVE HAFELE HARDWARE-HAWA JUNIOR 402 7)ALL INTERIOR DOORS TO BE SHOP PRIMED 8)INTERIOR DOORS TO BE CUSTOM 4-PANEL DOORS " 0 O O O J J 07 W W N 47 �„ 3lwwt' C7 F.._. rl Elf W DOOR 107 DOOR 107ATYPICAL INTERIOR DOOR n 1/2' = 1'-0" 1/2" = 1'-0" V 1/2"= 1'-0" N N N N N M O j„ N LJ-1 I 0 i I i W (15 i i I C/-) CN Ll T7 i O I o i 11 DOOR 105 1/2"= 11-011 V l ob 12 26 0 { , Q y12 ..� RED CEDAR SHINGLES @ 5"T.W. 30LB.FELT BUILDING PAPER UNDERLAYMENT 5/8"CDX PLYWOOD SHEATHING ... .... ` ICE&WATER SHEILD,3'STRIP > - � i...{ ...< l}... �...� ...{ 2L_+.'®........,;...j... ...,.}.._r ...� ,...{;.... i.-! _y,___ . }^1...•t �..' f...,._-,:��,...! 4„� @ EAVES AND VALLEYS ; �,... ,...J �,.. .` �...{ CLOSED CELL FOAM INSULATION { .. q; ;� .� ;...{ ;...{ -< y...; , r^ t�....�2� ,...{ ...icy..., , { ..-;�>... ..{y...;... r ....<\ )._.( ....{ �, -..;�`..ice, \'`J',•-, © Ln DRIP EDGE — , { }... CLOSED-CELL FOAM INSULATION '. ` TRIPLE STARTER COURSE -;� CLOSED-CELL FOAM INSULATION ` { 1X FASCIA { ' ��33' - COND FLS L ^' ` { 5"COPPER HALF-ROUND GUTTER 2 2314" >.; 22 2 2 2 N } .... T.O. PLATE - BEDROOM 116 1� p — T-1"RADIUS �` '�� 8 8 2X8 FLOOR JOISTS 8 7-1 RADIUS 31 _-4 112 @ 2 2 5/8"CDX PLYWOOD SHEATHING `y ;. 16"O.C. 5/8' CDX PLYWOOD SHEATHING } J 8 ��t94ta ge9Q�a�0 1X4 V-GROOVE SOFFIT 1X4 STRAPPING @ 16"O.C. CUSTOM BED MOLDING ICE&WATER SHEILD,3'STRIP > _(� ICE&WATER SHEILD,3 STRIP 1 •. 8 8 8 1/2"GYPSUM BOARD EAVES AND VALLEYS @ 2 @ EAVES AND VALLEYS 1X TRIM,ALIGN W/TOP OF WINDOW CASING A 1X BLOCKING TRIPLE STARTER COURSE >� TRIPLE STARTER COURSEcn 5/4X BLOCKING (3)2X8 HEADER W/1/2"PLYWOOD DRIP EDGE RIP EDGE '..., � .;•-`�,'_;_;`_'; %-.' i ��' '�� ..'"...`F���?°� �. 514X4 EXTERIOR WINDOW CASING - 1X FASCIA1X FASCIA ;.-< ,_-• y...I--` ; , � , tr '� �y `'� ."• °, cV (,....'`.--t,�,..,' ;... � ^,...(`', '—' r��...(�'i...,``--. i , iao ,.• ���5 amt 5"COPPER HALF-ROUND GUTTER o ) 5 COPPER HALF-ROUND GUTTER • � ` �>...,� 0o77777) 7 i 2 t I COPPER SILL PAN i 1 X4 V-GROOVE SOFFIT AZEK SUBSILL CUSTOM BED MOLDING " ;-' { 8 8 8 ' RED CEDAR SHINGLES @ 5"T.W. 1X TRIM;ALIGN W/TOP OF WINDOW CASING �; 1X BLOCKING (3)13/4"X 18"LVL BEAM '-�. --� �` { 5/4X BLOCKING ;'--�"�; {� (3)2X4 HEADER W/BLOCKING r ..... ,..., `...{ i� \may. o IX6 VERTICALGROOVE BOARDS I 8 1X BASEBOARD W/B660 CAP 1X8 BASEBOARD W/B660 CAP ,...i...<. ).. ,....<r..,..., -{... 3/4"OAK FINISH FLOOR CLOSED CELL FOAM INSULATION ; < ;' <' O < C 314"OAK FINISH FLOOR 3 CDX PLYWOOD < '"{ -< >' PLYWOOD SUBFLOOR 1/2 3/4"PLYWOOD SUBFLOOR ._ ... ' /4 P 2 \... ,..} RED CEDAR SHINGLES @ 5"T.W. FIRST FL SUBFL 2 - � : �� FIRST FL SUBFL _ ICE&WATER SHIELD ON TOP OF 22'_-8" y... W` > ; 2 5/4X4 IPE DECKING ' (10 FLO JOIST 16"0. 10 FLO JOIST 16"0. .r RED CEDAR SHINGLES @ 5"T.W. TO MATCH EXISTING (T TAL F 0 R= 21 (T TAL F 0 R= 21 �;... BENJAMIN OBDYKE HYDROGAP BUILDING WRAP 0 2 2 0 3/8"MDF PANEL - 112' CDX PLYWOOD SHEATHING \ F 42 RINSUPOLY- ON 0 2X10 JOISTS 16"O.C. e R-A RIGID P LY-ISO ` BROSCO 8575 MOLDING 2'" ,Q ; �-'P i...'..<'"`>....,� 3/8"STILES AND RAILS T , OVERHANG SHEATHING PAST T.O.FOUNDATION WALL 1 { 1^ T.O. FND. WALL-TYPICAL ice; o T.O. FND. WALL-TYPICAL ' I — CLOSED CELL FOAM INSULATION , , 314"OAK FINISH FLOOR 21 8 112 ^ i i 21' -81/2° ' ` 314"PLYWOOD SUBFLOOR V J L.C.C.TERMITE SHIELD a I \\ I 1/2"CDX PLYWOOD ; RED CEDAR SHINGLES 5"T.W. (2)2X10 P.T.LEDGER FIRST FL SUBFL ICE&WATER SHIELD ON — 2 o I I I l 22 -8 � �F7�CC� POR�H i I I I L.C.C.TERMITE SHIELD DECK JOISTS 2 I PARGE EXTERIOR OF FOUNDATION i 5/4X4 IPE DECKING 10 FLO JOIST 16"0. TAL F 0 R= 21 ' . WALL UNDER DECK 0 II II 2 2 l i i R- RIGID P LY-ISO 2X10 JOISTS @ 16"O.C. MH T T.O. FND. WALL-,TYPICAL J J I R 10 2"RIGID XPS INSULATION I I I I 112"SHEETROCK 21' -8 1/2' o — w w II II II II I i I I I -CONC.PROOFING GRADE SLOPE AWAY FROM BUILDING 10 " T FOUNDATION WALL.SEE INSTALLATION ���• ,I` f:::: I I I I I I I I SPECS FOR ANCHORING/REINFORCING4 CD I i I I I i I I 1X P.T.FORM BLOCK hI" °���i i z 2 2X10 P.T.LEDGER u � I I I I FILTER FABRIC;WRAP AROUND GRAVEL I I I I O I I _ --�� "�" 10 MIL.PLY VAPOR BARRIER ON TOP OF i I I I 4„FOOTING DRAIN HOLES DOWN I I i i L.C.C.TERMITE SHIELD I I I R-10 2”RIGID XPS INSULATION I I I I DRAIN TO DAYLIGHT I I I I INSULATION,TAPED SEAMS,WRAP UP WALL 2 i j a jt 2"XPS INSULATION i-I a i9 DAMP PROOFING I i I I I I ,�� PARGE EXTERIOR OF i I I FOUNDATION WALLCONCRETE SLAB;SEE STRUCTURAL I. _ DN UNDER DECK � �DWGS FOR DETAILST.O. SLAB _ I dl e ' 1/2"SHEETROCKCD 10114"SUPERIOR WALL PRECAST GONG. COARSE GRAVE 6 1'2"MIN.:' R ,: LIVING ROOM BAY DETAIL SECTION FOUNDATION WALL.SEE INSTALLATION 8. BED OF. i - II �I III III NO FINES - ;. CRUSHEb'GRAVEL, .. . :. c�SPECS FOR ANCHORIN 1112 FILTER FABRIC,WRAP AROUND GRAVEL 1X P.T.FORM BLOCK COMPACTED', I I 4"FOOTING D 10 MIL.PLY VAPOR BARRIER ON TOP OF - 00 G RAIN HOLES DOWN DRAIN TO DAYLIGHT INSULATION,TAPED SEAMS,WRAP UP WALL 2" � I II 2 XPS INSULATION CONCRETE SLAB;SEE STR CTURAL T.O. SLAB ;i ,�%' �� DWGS FOR DETAILS C) 14' -2' ' - - ^ WALL DETAIL SECTION @DECK-011 c� ad 2 1 ` 11 Ur N ' Y Qo COURSE.GRAVEL 612"MIN. 8 "BED OF . NO FINES' CRUSHED GRAVEL,. ' COMPACTED 1 BEDROOM 116 EAVE DETAIL 1 112'= 1'-0" *+i 00 \ 12 RED CEDAR SHINGLES @ 5"T.W. I— r , l 1 0 7 30LB.FELT BUILDING `J PAPER UNDERLAYMENT 5/8"CDX PLYWOOD SHEATHING W �• � ;; `vr ;--; , ICE&WATER SHETLD,3'STRIP ��O u @ EAVES AND VALLEYS CLOSED-CELL FOAM INSULATION >.. \ ,...; 4-4 u I..L ` ....! ' r {' TRIPLE STARTER COURSE N 2X10 CEILING JOISTS @ 16"O.C. _ T.O. 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L� Q SPRINKLEF sP CEILING SPEAKERS(RECESSED) EV I 4 I U I ` N F FIRE ALARM HORN/STROBE SP SPEAKER JACK(WALL MOUNTED) '`)ALARM KEYPAD c9 '.:.> P' O FIRE PULL STATION gp SPEAKER JACK(SURFACE MOUNTED) SC SECURITY CAMERA I LL 4 w I 4 EXIT SIGN A AUDIO VOLUME CONTROL A ALARM MOTION DETECTOR I j 4 I cn w � BB EM EMERGENCY LIGHTING DOOR BELL to ALARM DOOR CONTACT I BB I I NOTES: 1.PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES 2.REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3.REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE&LOCATION I I 4.REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5.PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.:T-STATS,HRV CONTROLS,OUTLETS,DETECTORS,&CONTRACTOR SUPPLIED LIGHTING 6.REVIEW TRANSFORMER LO',ATIONS FOR LOW VOLTAGE AND LED LIGHTING I I I 7.ALL LIGHT SWITCHES CENT=RED AT 41"A.F.F.EXCEPT WHERE NOTED s S.ALL ELECTRICAL OUTLETS IN BASEBOARD EXCEPT WHERE NOTED GENERAL CONDITIONS STRUCTURAL STEEL 20. UNLESS ANOTHER CONNECTOR IS CALLED OUT,PROVIDE ONE SIMPSON A35 FRAMING POST LEGEND SHEARWAL ANCHOR AT EACH RAFTER/RIDGE BEAM INTERSECTION,AND TWO WHEN RAFTERS ARE L NOTES �-- 1. ALL WORK SHALL COMPLY NITH THE INTERNATIONAL RESIDENTIAL CODE,2018 EDITION 1. STRUCTURAL STEEL DESIGN,DETAILING,FABRICATION AND ERECTION SHALL DOUBLED OR TRIPLED(ONE EACH SIDq. p AS AMENDED BY THE NEW YORK STATE BUILDING CODE,2020 EDITION. CONFORM TO THE FOLLOWING: 21. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE SUPPORT UP ID 2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS IN A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)SPECIFICATION FOR THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER.IN GIRDERS,BEAMS, OR - THE FIELD PRIOR TO COMMENCEMENT OF THE WORK.SIEGEL ASSOCIATES,INC.(SAI) STRUCTURAL STEEL FOR BUILDINGS,CURRENT EDITION. JOISTS,CUTS AND BORE HOLES SHALL NOT BE DEEPER THAN 1/5 THE MEMBER DEPTH CU COLUMN UP 1. SHEARWALLS CONSTRUCTION. o SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK B. AISC CODE OF STANDARD PRACTICE,CURRENT EDITION. NOR MORE THAT 2"IN DIAMETER,AND SHALL NOT SE LOCATED NEARER TO THE END OF * SHEATHING TO BE Y2"APA RATED STRUCTURAL SHEATHING,REFER 3. IN THE CASE OF CONFLICT,THE MORE STRINGENT REQUIREMENT AS DETERMINED BY C. AISC DETAILING FOR STEEL CONSTRUCTION,CURRENT EDITION. THE SPAN THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF LC UP (ALLY COLUMN UP - TO PLAN AND SECTIONS FOR ADDITIONAL INFORMATION � rv;, THE ENGINEER SHALL CONTROL 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND THE SPAN UNLESS REINFORCED TO MEET STRESS CALCULATIONS. SUPPORT DOWN ID * SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8d NAILS O U 4. THESE STRUCTURAL DRAm7NGS SHALL BE USED IN CONJUNCTION WITH THE PREPARATIONS TO PROPERLY SET THE STEEL FRAMING. THE CONTRACTOR SHALL BE 22. AT WOOD POSTS LANDING ON FLOOR DECK PROVIDE SOLID VERTICAL WOOD PER PLAN CALLOUTS = FQ ARCHITECTURAL,MECHANICAL,ELECTRICAL,CIVIL,LANDSCAPE AND APPROVED SHOP RESPONSIBLE FOR COMPLIANCE WITH ALL CURRENT OSHA,STATE AND LOCAL SAFETY BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. " HOLDOWNS TO BE HDU BY SIMPSON.SEE PLAN FOR MODEL DRAWINGS. REQUIREMENTS. BLOCKING TO MATCH UPPER POST SIZE 3-2x4 (3)2x4 POST NUMBER AND THREADED ROD SIZE. U s.., u 5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS,ELEVATIONS,EXACT 3. STRUCTURAL STEEL SHALL BE NEW WITH THE FOLLOWING MATERIAL PROPERTIES: 23. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONAL LUMBER JOISTS 1/4'BELOW 3-2x6 (3)2x6 POST O J2-24 (2)2K4 JACK STUD+(1)KING STUD O LOCATIONS OF FLOOR AND ROOF OPENINGS,POSTS,ETC.NOT SHOWN IN STRUCTURAL A. WIDE FLANGE SECTIONS. ASTM A992 THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE WHERE BEARING WALLS OR P44 4x4 FIR POST 2 ALL PLYWOOD SEAMS INA SHEARWALL SHALL BE BLOCKED WITH w B. ALL OTHER SHAPES,PLATES AND FABRICATIONS: ASTM A36 POSTS LAND ON THESE BEAMS,INFILL GAP WITH 1/4"PLYWOOD FOR SOLID BEARING. DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS. DRAWINGS. P66 6x6 FIR POST Q b 6. NO DEVIATION FROM WHAT IS SHOWN ON THESE STRUCTURAL DRAWINGS IS C. HOLLOW STRUCTURAL SECTIONS(HSS): ASTM A500,GR.B PT 4x4 4x4 ACO PRESSURE TREATED POST PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF SAL ALL UNAUTHORIZED D. STRUCTURAL STEEL PIPES: ASTM A53,GR.B PT 6x6 6x6 ACO PRESSURE TREATED POST 3. REFER TO PLANS AND SECTIONS FOR STUD SIZES,STUDS SHALL BE N p DEVIATIONS FROM THESE DRAWINGS MUST BE REMOVED AND REPLACED AT THE E. HIGH STRENGTH FASTENERS: ASTM A325 OR F1852 SPACED AT 16 INCHES ON CENTER UNLESS NOTED OTHERWISE ON y CONTRACTOR'S EXPENSE. F. MACHINE BOLTS(WOOD TO STEEL CONNECTIONS): ASTMA307 HSS 3Y2 3YM2xX HOLLOW STRUCTURAL SECTION PLAN M� ) DESIGN CRITERIA LC 3Y2 3!12'0 CONCRETE FILLED LALLY COLUMNmmm Ln 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SAFE EXECUTION OF ALL G. ANCHOR BOLTS: ASTM F1554, GR 36(U.N.0.) LC 4 4'0 CONCRETE FILLED LALLY COLUMN TEMPORARY SHORING,BRACING,OR OTHER PROTECTION DURING CONSTRUCTION. 4. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE 1. DESIGN LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH THE NEW YORK STATE HDU# SIMPSON HDU#-SDS25 HOLDOWN(SEE SCHEDULE) 4. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO `4Ln THE STRUCTURAL DRAWINGS INDICATE THE FINISHED CONDITION ONLY, WITHOUT WRITTEN APPROVAL OF THE ENGINEER. BUILDING CODE,2020 EDITION AND ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS NOT OVER DRIVE NAILS INTO PLYWOOD.NAIL HEADS SHOULD BE FLUSH O ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL 5. WELDED SHOP CONNECTIONS SHALL CONFORM TO THE STRUCTURAL WELDING CODE AND OTHER STRUCTURES." PSL 3%2x3% 3YZx3%PARALLEL STRAND LUMBER POST � PSL 3%2x5% 3%2x5'/.PARALLEL STRAND LUMBER POST WITH PLYWOOD FACE.OVER DRIVING NAILS GREATLY REDUCES THE ACHIEVE THIS RESULT. (AWS D1.1)USING E_70XX ELECTRODES.HIGH-STRENGTH SHOP CONNECTIONS SHALL EFFECTIVENESS OF THE SHEARWALL 8, UNLESS NOTED OTHERWISE,DETAILS,SECTIONS AND NOTES SHALL BE CONSIDERED CONFORM TO ASTM A325 2. GRAVITY LOADS: PSL 3YZx7 3%2x7 PARALLEL STRAND LUMBER POST PSL 5Y<x TYPICAL FOR ALL OTHER SIMILAR CONDITIONS. 6. FIELD CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED CONNECTIONS CONFORMING 9. SAI SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION TO ASTM A325,314-MINIMUM BOLT DIAMETER. A. DEAD LOADS: PSL 7x75Y47 7x x77 PARALLEL STRAND LUMBER POST PARALLEL STRAND CUMBER POST 5Y.x a. ROOFS: 18 PSF PSL 7x7 7x7 PARALLEL STRAND LUMBER POST ISSUES, WHETHER RELATED TO CONCRETE SLABS,FOOTINGS,FOUNDATIONS,OR 7. PROVIDE STIFFENER PLATES ATALL BEAM-OVER-COLUMNAND BEAM-UNDER-COLUMNb. FLOORS: 15 PSF N OTHERWISE. LOCATIONS,UNLESS NOTED OTHERWISE. c. INTERIOR WALLS. 10 PSF N 10, STRUCTURAL FRAMING LOCATIONS ARE DICTATED BY WALLS AND OTHER CONDITIONS 8. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS OTHERWISE B. LIVE LOADS(REDUCED WHERE PERMISSIBLE PER ASCE?SECTION 4.7): THAT ARE DIMENSIONED ON THE ARCHITECTURAL DRAWINGS.CONTRACTOR TO NOTED.COORDINATE WITH ARCHITECTURAL PLANS FOR MEMBERS TO RECEIVE SPRAY a. FLOORS. 40 PSF POSITION STRUCTURAL FRAMING ELEMENTS USING STRUCTURAL DRAWINGS IN APPLIED FIREPROOFING. C. SNOW LOADS(AS STIPULATED IN THE NEW YORK STATE CODE AMENDMENTS): DENOTES CONJUNCTION WITH ARCHITECTURAL PLANS AND SECTIONS. 9. ALL STRUCTURAL STEEL EXPOSED TO THE WEATHER SHALL BE GALVANIZED. a. GROUND SNOW LOAD,Pg: 30 PSF POST UP 10. PROVIDE 1/4°THICK LEVELING PLATES AND 3/4"OF NON-SHRINK GROUT UNDER ALL b. FLAT ROOF SNOW LOAD,Pf.• 21 PSF COLUMN BASE PLATES SUPPORTED ON CONCRETE.LEVELING PLATES SHALL BE SET �QJ ASSOCIATES FOUNDATIONS AND GROUTED SOLID BEFORE ERECTION OF THE COLUMN. EDGE NAIL SPACING SHEARWALL SYMBOL 3. LATERAL LOADS: �� STRUCTURAL ENGINEERS 11. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR A. WIND LOADS: 1. ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND APPROVAL. THESE DRAWINGS SHALL SHOW COMPLETE AND ACCURATE MEMBER POST p0 THEREFORE MUST BE VERIFIED BYA QUALIFIED GEOTECHNICAL ENGINEER OR a. BASIC WIND SPEED, Vint: 137 MPH 860 Walnut Street LAYOUT SIZES GRADE DIMENSIONS,CONNECTIONS OPENINGS,ACCESSORIES AND b. OCCUPANCY CATEGORY.' 11 GRAPHICAL pQ' k STUD,SEE PLAN Newton Centre,MA 02459 APPROVED BY THE BUILDING OFFICIAL 1F SOILS ARE FOUND TO DIFFER THAN THOSE ALL OTHER INFORMATION NECESSARY FOR COMPLETEAND ACCURATE FABRICATION c. WIND EXPOSURE D SYMBOL JQQ k x FOR SPACING 617.244.1612 tel ASSUMED,NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION AND ASSEMBLY OF THE MEMBERS.PROVIDE TEMPLATES OR LOCATIONS DRAWINGS \C13DENOTES REDESIGN. FOR INSTALLATION OFANCHOR BOLTS. SUPPORTING 617.244.1732 fax 2. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLYINSTALL THE POST SHEAR PANEL LENGTH www.siegelassociates.com FOUNDATIONS ON INORGANIC,UNDISTURBED SOIL OR ON CONTROLLED STRUCTURAL BACKFILL AS REQUIRED.ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY ROUGH CARPENTRY PLYWOOD SHEATHING CONCRETE. 3. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL ATA MINIMUM DEPTH OF 4 1. ALL STRUCTURAL ROUGH CARPENTRY SHALL CONFORM WITH THE"NATIONAL DESIGN FEET,OR AS MODIFIED BY THE STRUCTURAL ENGINEER,BELOW THE LOWEST SPECIFICATION FOR WOOD CONSTRUCTION,"ANSI/AWS NDS-2015. ADJACENT GROUND EXPOSED TO FREEZING.ANYADJUSTMENT OF FOOTING 2. UNLESS NOTED OTHERWISE,STRUCTURAL WOOD FRAMING SHALL HAVE THE ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE APPROVAL OF THE FOLLOWING MINIMUM PROPERTIES: COMMON ABBREVIATIONS SYMBOLS LEGEND SHEARWALL SYMBOL ON BOTH ARCHITECT AND ENGINEER. A. FOR 2-4"(NOMINAL)THICKNESS KILN DRIED MEMBERS: SPRUCE-PINE-FIR(SPF) SIDES OF SHEAR WALL INDICATES 4. ASSUMED SOIL PROPERTIES: NO.1/NO.2 OR BETTER WITH THE FOLLOWING PROPERTIES: _ A. MINIMUM SOIL BEARING CAPACITY.' 3000 PSF 1. SHEARWALL DOUBLE-SIDED SHEARWALL. B. LATERAL EARTH PRESSURE 70 PCF(RESTRAINED) a. ALLOWABLE BENDING STRESS,Fb=875 PSI A.B. ANCHOR BOLT _ INSTALL PLYWOOD SHEATHING ON 45 PCF UNRESTRAINED b. ALLOWABLE SHEAR STRESS,Fv=135 PSI ARCH. ARCHITECT Z INTERIOR BEARING WALL - BOTH FACES OF WALL (UNRESTRAINED) c. COMPRESSION PARALLEL TO GRAIN=1,150 PSI BM. BEAM 5. FOOTINGS SHALL BE CENTERED BELOW COLUMNS AND WALLS ABOVE, UNLESS NOTED d. COMPRESSION PERPENDICULAR TO GRAIN=425 PSI BRG. BEARING OTHERWISE 3. BEARING WALL ABOVE 6. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR e. MODULUS OF ELASTICITY,E=1,400,000 PSI BTWN. BETWEEN (J, MATERIALS PLACED IN 6'LAYERS.SAYERS SHALL BE COMPACTED TO 95%D GRANULAR B. FOR 2-4"(NOMINAL)THICKNESS PRESSURE TREATED(PT)MEMBERS. CLG. CEILING 4. STEEL MOMENT RESISTING CONNECTION SOUTHERN PINE N0.2 OR BETTER KITH THE FOLLOWING PROPERTIES: COL COLUMN OPTIMUM MOISTURE CONTENT,AS DEFINED BYASTM D1557,METHOD D. k k 7. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS a. ALLOWABLE BENDING STRESS,Fb=750 PSI CONC. CONCRETE J AREBRACED TO PREVENT MOVEMENT.FOR WOOD FRAMED RESIDENTIAL b. ALLOWABLE SHEAR STRESS,Fv=175 PSI CONT. CONTINUOUS E Qom; CONSTRUCTION,NO BACKFILLING OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR C. COMPRESSION PARALLEL. COMPRESSION PERPENDICULAR TO GRAIN GRAIN GPSI CU COLUMN UP RAIN=565 PS! (E) EXISTING O DECK HAS BEEN FRAMED AND SHEATHED, UNLESS WRITTEN APPROVAL IS GIVEN BY eE.W. THE ARCHITECT OR ENGIA'EER. e. MODULUS OF ELASTICITY,E=1,400,000 PSI EACH WAY 8. HOLDOWNS AND POST ANCHORS ARE TO BE INSTALLED IN ACCORDANCE WITH ANCHOR C. FOR 5"(NOMINAL)THICKNESS AND LARGER KILN DRIED AND PRESSURE FDN. FOUNDATION H MANUFACTURER INSTALLATION SPECIFICATION AND ICC-ESR REPORT REQUIREMENTS. TREATED(P77 MEMBERS:SOUTHERN PINE N0.10R BETTER WITH THE FTG. FOOTING HOLDOWN UNIT SCHEDULE ANCHORAGE OF THESE COMPONENTS INTO THE FOUNDATION SHALL BE CAST INTO THE FOLLOWING PROPERTIES: HDR. HEADER a. ALLOWABLE BENDING STRESS,Fb=1,350 PSI HORIZ. HORIZONTAL FOUNDATION, UNLESS NOTED OTHERWISE DIMENSIONS ARE NOT FURNISHED TO b. ALLOWABLE SHEAR STRESS,Fv-165 PSI G.C. GENERAL CONTRACTOR SAI NOTATION SIMPSON NAME ANCHOR BOLT O A.B.CONCRETE EMBED. DESIGN FORCE(SERVICE) LOCATE EMBEDDED ANCHORS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR,THE c. COMPRESSION PARALLEL TO GRAIN=825 PSI LC LALLY COLUMN FRAMING SUBCONTRACTOR AND THE FOUNDATION SUBCONTRACTOR TO LOCATE d. COMPRESSION PERPENDICULAR TO GRAIN=375 PSI LVL LAMINATED VENEER LUMBER DTT1Z DTTiZ-5D52.5 %" 6"* 850 LBF �1 THESE ANCHORS IN THE E)IACT LOCATION. e. MODULUS OFELASTICITY,E=1,500,000 PSI MAX MAXIMUM 9. NO FOUNDATIONS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 3. ENGINEERED LUMBER PRODUCTS SHAM BE 1,500, 00 SI WEYERHAEUSER AS A MFR. MANUFACTURER DTT2Z DTT2Z-5D52.5 %" f 0"** 1835 LBF 10. CONCRETE PLACEMENT FOR FOUNDATIONS AND SLABS ON GRADE SHALL 8E MINIMUM STANDARD OF QUALITY.SUBST17 MONS ARE NOT ALLOWED UNLESS MIN. MINIMUM HDU2 HDU2-5D52.5 %" 18'* 2215 LBF COMPLETE:()INA SINGLE CONTINUOUS OPERATION,UNLESS NOTED OTHERWISE. SPECIFICALLYAPPROVED BY THE ENGINEER.ENGINEERED LUMBER FRAMING SHALL M.O. MASONRY OPENING W r~� 11. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMP-PROOFING,AND HAVETHEFOLLOWIOVEDNG MUMPENGINE R N.O. NOTTOSCALE HDU4 HDU4-SDS2.5 %" 18"* 3285 LBF FOUNDATION WALL PVC SLEEVES S INDICATED D TION WALLS FOR SEL DRAWINGS. A. LAMINATED VENEER LUMBER(LVL): O.C. ON CENTER HDU5 HDU5-5D52.5 %" 18'* 4340 LBF 12. PROVIDE METAL OR PVC SLEEVES IN THE FOUNDATION WALLS FOR SEWER, GAS, a. ALLOWABLE BENDING STRESS,Fb=2,600 PSI PT PRESSURE TREATED ELECTRIC,AND WATER LINES,AS REQUIRED. b. ALLOWABLE SHEAR STRESS,Fv=285 PSI PU POST UP HDU8 HDU8-SDS2.5 a 18"* 6580 LBF ,. ^ c. COMPRESSION PARALLEL TO GRAIN=2,510 PSI REQ. REQUIRED �J J d. COMPRESSION PERPENDICULAR TO GRAIN=750 PSI SIM. SIMILAR HDU11 HDU11-SDS2.5 1" 24"* 8039 LBF e. MODULUS OF ELASTICITY,E=2,000,000 PSI SPEC. SPECIFICATION HDU14 HDU14-SDS2.5 1" 24"* 14445 LBF B. PARALLEL STRAND LUMBER COLUMNS TYR TYPICAL CONCRETE a. ALLOWABLE BENDING STRESS,Fb=2,400 PSI U.N.O. UNLESS NOTED OTHERWISE *MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUES FOR ALL HDU A b. ALLOWABLE SHEAR STRESS,Fv=190 PSI VERT. VERTICAL PRODUCTS BASED ON CAST-IN-PLACE CONSTRUCTION UNLESS [�] 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST NS ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"AND C. COMPRESSION PARALLEL TO GRAIN=2,500 PSI V.O.P. VERIFY OR PROVIDE OTHERWISE NOTED BY ENGINEER. ►u EDITION d. COMPRESSION PERPENDICULAR TO GRAIN=545 PSI V.I.F. VERIFY IN FIELD **MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUE USING ACI-301, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE" e. MODULUS OF ELASTICITY,E=1,800,000 PSI W/ WITH MECHANICAL ANCHOR. 2. ESS NOTED OTHERWISE,CONCRETE SHALL ACHIEVE A MINIMUM 28-DAY STRENGTH 4. ENGINEERED LUMBER JOISTS SHALL BE'TJF BY TRUS JOIST BY WEYERHAEUSER.JOIST x ASS FOLLOWS: V A. FOOTINGS,WALLS,PILASTERS,COLUMNS: 3,000 PSI(NORMAL WEIGHT) SERIES AND SIZE SHALL BE AS INDICATED ON THE CONSTRUCTION DRAWINGS.INSTALL JOISTS IN CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS. B. TOPPING SLAB DE,STRUCTURAL SLABS,BEAMS: 4,000 PSI(NORMAL WEIGHT) 5. UNLESS SUPPORTED BY HANGERS,ALL JOISTS SHALL HAVE A MINIMUM END BEARING C. TOPPING SLABS AND PADS: 3,000 PSI(NORMAL WEIGHT) 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 3-5" OF 2"AND A MINIMUM INTERMEDIATE BEARING OF 3-1/2". 6. ALL STRUCTURAL SHEATHING SHALL CONFORM TO PS-1,PS-2 AND BE APA RATED WITH CONTRACTOR MAY SUBMIT FOR REVIEW HIGHER SLUMP MIX DESIGNS INCORPORATING THE MINIMUM PROPERTIES: OVERDRIVEN NAILS DIAGRAM THE USE OF PLASTICIZER ADMIXTURES. SUBFLOOR SHEATHING SHALL BE MINIMUM 23/32°THICK TONGUE AND GROOVE,A. A 4. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED FOR SEVERE EXPOSURE 1,C-D GRADE PLYWOOD OR STRUCTURAL 1 GRADE ADVANTECH EXPOSURE EXPOSURE SHEATHING.PANELS SHALL HAVE A MINIMUM 24"SPAN RATING.FLOOR 5 ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVEN W w WHERE SPECIFICALLY SHOWN.VERTICAL AND HORIZONTAL CONSTRUCTION JOINTS IN ARCHITECTURAL CONCRETE SHALL ONLY BEMADEAS SHOWN ON THE CONSTRUCTION PRIOR TO NAILING. Of ~ DIM WINGS,NO DEVIATION IS ALLOWED. B. ROOF SHEATHING SHALL BE MINIMUM 19/32"THICK EXPOSURE 1,GD GRADE+ 6. CONCRETE PLACEMENT IN COLD WEATHER CONDITIONS SHALL BE IN COMPLIANCE WITH PLYWOOD OR STRUCTURAL 1 GRADE HUGER ZIP SYSTEM ROOF SHEATHING ACI-306"GUIDE TO COLD WEATHER CONCRETING." PANELS.PANELS SHALL HAVER MINIMUM 40/20 SPAN RATING.FOR SPANS OF JOIST/BEAM PLAN KEY: `" 7. CONCRETE PLACEMENT IN HOT OR WINDY CONDITIONS SHALL BE IN COMPLIANCE WITH 24 AND GREATER,PROVIDE TONGUE AND GROOVE EDGES OR METAL H CUPS ACIOK OK NG-305"SPECIFICATION FOR HOT WEATHER CONCRETING." CENTERED BETWEEN RAFTERS. DENOTES DROPPED BEAM W N 8. SLABS ON GRADE SHALL BE PLACED AT THE ELEVATIONS AND SLOPES INDICATED 1N THE C. WALL SHEATHING SHALL BE MINIMUM 15/32"THICK EXPOSURE 1,C-D GRADE WITH JOISTS FRAMING o ARCHITECTURAL AND STRUCTURAL DRAWINGS.SURFACE FLATNESS SHALL BE 1/8"1N 10' PLYWOOD OR 7/16 THICK STRUCTURAL 1 GRADE HUBER ZIP SYSTEM OVER THE TOP OF BEAM A SHEATHING PANELS.PANELS SHALL HAVE A MINIMUM 24/16 SPAN RATING. K' UNLESS NOTED OTHERWISE 7. UNLESS INDICATED OTHERWISE,ALL ENGINEERED LUMBER JOISTS SHALL BE DENOTES THAT JOISTS 9. NO IV-SHRINK GROUT SHALL BE MASTERFLOW 555 BY BASF MASTER BUILDERS OR PRE- INSTALLED INA SIMPLE SPAN CONFIGURATION. MUST BE SPLICED APPROVED EQUAL.GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF 8. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER OVER BEARING WALL PACKING CONSISTENCY.FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. WOOD IS WITHIN 8"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, OR BEAM. F01'l OW MANUFACTURERS RECOMMENDATIONS FOR PREPARATION,INSTALLATION AND SHALL BE PRESSURE TREATED. CURING. 9. NOMPT BEAM ENDS SET IN CONCRETE BEAM POCKETS SHALL BE WRAPPED INA SELF- ADHERING RUBBER MEMBRANE. 10, HANGERS AND CONNECTORS SHALL BE BY SIMPSON STRONG-TIE CORP.THE W REINFORCEMENT CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING DENOTES DROPPED BEAM REQUIREMENTS.ALL CONNECTORS SHALL BE INSTALLED WITH THE MAXIMUM WITH JOISTS FRAMING 1. STEEL REINFORCEMENT DETAILING,FABRICATION AND INSTALLATION SHALL BE IN FASTENER QUANTITY,UNLESS NOTED OTHERWISE.ALL CONNECTORS EXPOSED TO OVER THE TOP OF BEAM Cn V CONFORMANCE WITH THE LATEST EDITION OF ACI-318, 'BUILDING CODE WEATHER SHALL BE ZMAX GALVANIZED COATED. W REQUIREMENTS FOR REINFORCED CONCRETE'AND ACI-315,DETAILS AND DETAILING 11. UNLESS NOTED OTHERWISE,MULTIPLE 2x POSTS,SUCH AS 2-2x6,3-2x6,ETC.,SHALL BE DENOTES THAT JOISTS I- OF CONCRETE REINFORCEMENT." CONFIGURED WITH ONE 2x AS A KING STUD AND THE BALANCE AS JACK STUDS. MUST BE CONTINUOUS O 2. REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615,GRADE 60 DEFORMED. 12. SOLID LUMBER POSTS WITHIN WALLS SHALL BE INSTALLED IN JACK CONFIGURATION WITH NO SPLICES OVER Z 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 WITH A MINIMUM TENSILE WITH ONE ADJACENT 2x KING STUD ATTACHED TO POST. BEARING WALL OR BEAM. STRENGTH OF 70 KSI.ALL WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS. 13. UNLESS NOTED OTHERWISE,PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF 4. LAT'ALL CONTINUOUS BARS A MINIMUM OF 42 BAR DIAMETERS. 2X12 AND ENGINEERED LUMBER HEADERS AND BEAMS. N I�7 5. REINFORCING BARS SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS, 14. FOR WOOD JOIST SPANS UP TO 14 FEET,PROVIDE A SINGLE ROW OF FULL DEPTH W r'7 co UNLESS INDICATED OTHERWISE. BLOCKING BETWEEN JOISTS AT MID SPAN.FOR SPANS EXCEEDING 14 FEET,PROVIDE W Z z 6. MINIMUM CLEAR CONCRETE COVER FOR REINFORCING(UNLESS NOTED OTHERWISE): TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE DENOTES FLUSH BEAM WITH a A. FOOTINGS AND CONCRETE CAST AGAINST EARTH., 3" SPAN JOISTS HANGING INTO FACE OF 1-i-1 OA BEAM W/SIMPSON HANGERS "" '� C D 0 B. FOUNDATION WALLS AND CONCRETE IN CONTACT WITH EARTH: 2" 15. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL JOIST BEARING LOCATIONS. 4 .` C. INTERIOR EXPOSED WALL FACES: IN 16. PROVIDE DOUBLE JOIST UNDER PARALLEL PARTITION WALLS OR SOLID BLOCKING @ 32" DENOTES THAT JOISTS PAUL D. FORMED CONCRETEEXPOSE D TO WEATHER: 1.5' O.C.BETWEEN THE CLOSEST TWO JOISTS. J L J L J L J L J L J L MUST BE SPICED,AND ��' , E SLABS-ON-GRADE 1.5 17. GABLE-END WALL STUDS IN CATHEDRAL,PARTIAL CATHEDRAL OR H/GH CEILING J r r r r r • F. SLABS NOT EXPOSED TO EARTH OR WEATHER. 1" SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF HANG ON FACE OF BEAM 3 7. CONTRACTOR SHALL PROVIDE AND COORDINATE ALL EMBEDDED ITEMS INCLUDING THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BYANY HORIZONTAL PLATES � � CONDUIT,SLEEVES AND THROUGH PENETRATIONS WITH OTHERS.STEEL REINFORCING OR BEAMS UNLESS NOTED OTHERWISE ON THE DRAWINGS. v SHALL NOT BE CUT OR DISPLACED WITHOUT EXPRESSED WRITTENAPPROVAL OF THE 18. MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED g STRUCTURAL ENGINEER. LUMBER,SHALL ONLY BE SPLICED OVER SUPPORTS, 8. TACK WELDING OF REINFORCING BARS IS NOT PERMITTED. 19, PROVIDE SIMPSON H2.5A HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITSS00 9. SUBBEAR/NG POINT MIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. . i `f e r r 1070 CONCRETE PIER � 6-8 7/16" 6-8 7/16" 6-8 7/16" 6-8 7/16" 710 3/16" 710 3/16" 710 3116" 3'--11" ON 24"0 BELLED 8'-414' N FOOTING, M U.N.O. U rte\ �r_� �r~� �r � �r � �,•- � �r � �r � �r � r � n � O u I I I I I = s:q QJ I QJ QJ QJ I QJ QJ QJ I QJ QJ QJ I QJ QJ QJ I QJ U � ;� I I I ALIGN WITH PORCH FRAMING ABOVE i I N O 01 ry �T }- - - - - - - -{- - - - - - - - �- �}- - - - - - - - - - - -� �- - - - - ( Q ^ � PROVIDE FROST PROTECTION AT ABOVE \ \I N O F GRADE WALL PER"SUPERIOR WALLS" I I I " � " RECOMMENDATIONS.SEE 4/Sal 12-111/2 2-6 Ln I QJ I QJ I QJ I J J I cn � Ln OPENING IN WALL PANEL FOR I I I I S3.2 ��\ Qhs\ I O t` WINDOW SEE ARCH.PLANS FOR BEAM LOAD:1.10 K OP NING IN WALL PANEL FOR r _�/ r-+ SIZE AND LOCATION r{� }} BASEMENT DOOR,SEE ARCH. I f _ _ -__ ____ --___ _ (\ 1 PUNS FOR SIZE AND LOCATION (\ I I I I � ---------- ( J`b 2 Q ' QJ QJ 3 QJ BOy� S3.1 ?�S 's 6y�G Oy�G ------- \ 0 0 0 6 O I I J 44 N c+ G� -QJ�G�' S3.2 e• 6`L ti6 S3.2 tib 36 �� � G� � �p �Q� '°' � \ WALL LOAD: cV r ---L-------- - -- -- - ----- Z - -----� ----- - ---- s ,- - ------ -- ------- ------- -�---z- � 1.92 KLF / // \\ \ I 1 ---------------- ,o I WALL LOAD: ; I ---------- --------- -------L- --rZ-- --- ----- - A\ r ---s--------- -- -Z--- _`Sjo-�- ---j ---L, ( r� 1.30 KLF - ,�OJ WALL LOAD: WALL LOAD: J `P a �� J `�\ 1 'I I 2 `�' . BEAM LOAD:3.87 Q hti 4', Q gASSOCIATES Q I 0.75 KLF 1.92 KLF ° \ �O \6' I S3.1 78112" 3-6" 11'11/8" 11'-4314" 2'71/4" 6-0" 26'2718" i { I STRUCTURAL ENGINEERS 7r 71 860 Walnut Street 2 I OPENING IN WALL PANEL FOR I I Newton Centre,MA 02459 Sal I . BEAM LOAD;2.20 K ( Sim L A I I 3-07x3'-0 x1-0"SPREAD WINDOW,SEE ARCH.PLANS FOR I I 1 617.244.1612 tel 5'--51/2" FOOTING W1345 BARS - SIZE AND LOCATION ( i-, 617.244.1732 fax 1 r -------� 1 I S3.2 www.siegelassociates.com 6sr I I I EACH WAY BTM I I l�, l�, I i G,o G,o I I �G G,o G,o G,o G,o G,o I I I BEAM LOAD:2.87 K I I I J L ---� ---1 I I --� ---1 4-9114" N I I I I I I I I 1 I i I I I I I r rT� II L--J L J 1 1 BEAM LOAD:2.42 K r I I I I L J i CMU CHIMNEY,DIMENSIONS I I I I ( I I PER ARCH PLAN W I I 2'-0"x2'-0"x1-0"SPREAD t-- --L�12'THICK J 4"CONCRETE SLAB ON GRADE I FOOTING W(245 BARS W/6x6-W1.4xW1.4 WWF I I I EACH WAY BTM, TYP. U.N.O. 1 IGV FOOTING 17THICK --4 i L QJIh� I 1 3'-07x3'-0"x1-0"SPREAD FOOTING I ^° WALL LOAD: I I CMU CHIMNEY,DIMENS ONS FOOTING W1345 BARS I I ^ 0.75 KLF I,° PER ARCH PLAN EACH WAY BTM BEAM LOAD:2.21 K L------ BEAM LOAD:0.50 K �J J ,BOG I r I 3T-0" 8. y I J� JQ JQ JQ JQ BEAM LOAD:0.81 K I �G� I WALL LOAD; WALL LOAD: I r O ,o I � 0.75 KLF 1.30 KLF I -I r----i r----7 r- ,� r- r--- r--- I---- L-------------- ---- -------i L_J - -------------------I I { ---- I - - r-------------- ------------- r� r- ------ ------------� \L ---j �- -J.\ ---J J I I t--- -I ----� jL-----L� �Q L----J I a QJ. Sal �O QJ. � G� I I I ,--------- � 8 ° I 10"DEEP CRUSHED STONE FOOTING BELOW I I_ I FOUNDATION WALL BEAM LOAD:2.20 K BEAM LOAD:1.10 K BEAM LOAD:8.20 K 2-67x2'-67x1'-0"SPREAD I I j FOOTING W1345 BARS { HOLDOWN FROM POST ABOVE SEE NOTED 2 ( , EACH WAY BTM I 1 5-10" 9'-2" T , (SERVICE)DESIGN FORCES ON SO.01.PROVIDE S3.1 I I 12 Q I I ADDITIONAL CIP OR PRECAST CONCRETE MASS i I - I Q JQ JQ JQ { I I BEAM LOAD:4.26 K 10114"WIDE SUPERIOR WALLS 3 z z G G G I v, TO RESIST UPLIFT AS REQUIRED, TYP, oc o_ 1 r " SEE 5/S3.1 X PRECAST FOUNDATION WALL I I I �` w w I I I (� \� I I i Q Z Q r--- I--- r--- I I I \ II I � o = = I I I { I I I I \I Q I � z L--J L--J I I WALL LOAD: I I A A ISOLATED FOUNDATION DESIGN OPTION I I v Si L--- 1.30 KLF I I I 4 G ISOLATED SPREAD FOOTINGS MAY BE REPLACED KITH'SUPERIOR WALL' BEAM LOAD:2.05 K I I ' I a � w I S3 2 PRECAST COLUMN PADS AS FOLLOWS: 'L `� j I I I V WALL LOAD: -ALL 2'-07x2'-0"x1'-0"SPREAD FOOTINGS:2'-0"x2'-0"x41/2""SUPERIOR WALL" 0.40 KLF I I L -- - ----- - I { 5-10" At PRECAST COLUMN PAD W/8"DEEP CRUSHED STONE BELOW PAD BASE I I I � = I I V -ALL 2'-67x2'-67x1'-0"SPREAD FOOTINGS:3'-07x3'-07x6""SUPERIOR WALL" - ---- --- a 1 � I I FOU_NDA_TI SUPf� PORTIN�SHEAR z I ( '---------- PRECAST COLUMN PAD W/8"DEEP CRUSHED STONE BELOW PAD BASE ( I I I 3 z c� --------- "7 " { I I 3 I I­W4LL AB01/E TOA3E DESIG ED FOR rr o w I --ALL 3-0 x3-0 x1-0 SPREAD FOOTINGS:3-0 x3-0x6 SUPERIOR WALL I PRECAST COLUMN PAD W/8"DEEP CRUSHED STONE BELOW PAD BASE ( i Sal i 1-MINIMUM��I PLF(ASD) EAR LOAD w o co L-------- I I I I C, w I . I I I I s'OG 1 1 10114"WIDE SUPERIOR WILLS Z5 0 ZZ I I I A -CHIMNEY MASS FOOTINGS:SUPERIOR WALL PRECAST FROST WALLS MAY BEAM LOAD:3.10 K BEAM LOAD:2.31 K w "- cD 6 G Xi PRECAST FOUNDATION ALL a ti z I I I BE USED TO SUPPORT CHIMNEY MASSES.DETAILS AND INSTALLATION TO I C� s ( cn Cul BE SPECIFIED BY SUPERIOR WALLS. { I I Q I { I W ~ I I I I ---------� o a J�OJGQ' I I I J�pJGQ• 6 TOP OF WALL { I i rJ '.i L 'e� Cl) W " I I r----- - \ ----------- -- --------� 1`----� I I a STEM THICKNESS PERJ`\ZpG��-- J`\ZpG�Q{ ------ I N 4 SUPERIOR WALLS DESIGN I Q •� r-- ------ ------------ v I I y�° ,° J�\ ----� WALL LOAD: L-I I-� �pJ�Q. �--- _j 101/4"WIDE SUPERIOR WALLS I 1 Crp �. ' 1.30 KLF Ui PRECAST FOUNDATION WALL I { I TOP OF FOUNDATION WALL QJ`��' I I HOLDOWN FROM POSTABOVE o I I I UNSUPPORTED AT STAIR OPENING. �I1 I I SEE NOTED(SERVICE)DESIGN 2-67x2'-67x1-0"SPREAD "SUPERIOR WALLS"TO PROVIDE SILL L, r J FORCES ON S0.01.PROVIDE FOOTING W/345 BARS REINFORCEMENT AS REQUIRED I ADDITIONAL CIP OR PRECAST 6 I I I CH WAY BTM JQ JQ I QJ CONCRETE MASS TO RESIST 0 UPLIFT AS REQUIRED, TYR SEE 51S3.1 WALL LOAD: I I I r I I I I I I I I I I CRUSHED STONE FOOTING ►I I W 0.40 KLF I I I I I i I PER"SUPERIOR WALLS" I I z I I I I I I I RECOMMENDATIONS I I V \ I I I L---J L---J I I I U I I l i l n- WALL LOAD: ` 1.30 KLF O M W I i I 4"CONCRETE SLAB ON GRADE j N I-- 1 1 1 W/6x6-W1.4xW1.4 WWF I I I 6 { I I (PITCHED FOR DRAINAGE-SEE S3.1 I I I ARCHDINGS) I I I Z ►� `- I I I 2'-6°x2'-6"x1-0"SPREAD I I I a z FOOTING I I I 7 A UL HAUNCH CONCRETE SLAB I ,+`oy 6� S31 I I I I I I HOLDOWN FROM POSTABOVE.SEE 1,'Vit',,di✓ .,.r, � OVER LOWER FOUNDATION t I I I I I I I NOTED(SERVICE)DESIGN FORCES �i' a .oG I I I I I WALL ATDOOR OPENINGS i I I � � 7 .o I J ON S0.01.PROVIDE ADDITIONAL CIP fir- , WALL LOAD: G L J O Q ;+,--- . �OG�Q �OG�Q S3.1 1.50 KLF �j� I I ( QJ �'\ OR PRECAST CONCRETE MASS TO :�� - :� � I- J$� r---- J��---- J�� ,QJ�� �� r� i L ,,° SEERESIB/S3.ST PUFT AS REQUIRED,TYP. FOUNDATION PLAN , �!J ��J ' - !----------- ----- -------- ---- I Scale: 1/4"= 1'-0" ---- ---_ -- -_-------- -------=--- ------------- J - I I w . L -J 4'-6" L-d,_�X-0�_ Y-F �J20'-0 LL-n 2-2x8 L CU J 00 Aj �6 6 0 A QJ .oG QJ AG QJ .oG L p J ,� 0 NO Q�6� N r ST IR OWN ( , O � U Q v k _ L " w J __ W r_X - - - , 1r 1r 1r 1r r 1r 1r 1r 1r/ \ 1r 1r 1r 1r 1r 1r 1r -Ir 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r - r 1r 1r -I I" 1r 1 .1r 1r 1r 1r 1r 1r 1r 1r 1r � � O 2x6 HORIZONTAL BRACE TO B12 PT -2x12 131± ONG, CONT UO \ 8 23 P 3-2x 2, 13' LON ,CO RN S 1 PT 3-2X12'23'_ ONG, CONT NUO 127 T 3-2 2, 12 LO ,CO INU US _ CA UNDERSIDE OF JOISTS, / / \ I 0 *' 11 / \ / \ v� � 6x6 PT DIAGONAL O � FASTEN TO EACH JOISTS W/ I / \ /_'10 / \ . KNEE BRACES, TYP(2)'/<'0 x 4"LONG FRAMING T \ / \ 6t6, Q ,oG f6, z 6 SEE 6/S3.2 v SCREWS, NP. �, " / \ " o ,� / \ I 6� U � f6, i PT 12 @ 16 0. / o \ PT 2x12 16 .C. Q / PT 2 12 @ 6"O. PT 2 12 @ 16"0. 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STRUCTURAL ENGINEERS 860 Walnut Street 2 > jl vj� ca N COORDINATE OPENING Newton Centre,MA 02459 A�3.1 G o `� REQUIREMENTS WITH 617.244.1612 tel m - SUPERIOR WALLS, TYP. 617.244.1732 fax 105 -2x1 JLJ JL JL 6 CONCRETE SLAB ^ Q ;` 6'CONCRETE SLAB www.siegelassociates.com ART W/# @ 12 O.C. HEARTH W/#4 @ 12"O.C. G BARS EACH Y BARS EACH WAY c ,oG B 01 LL, 18' LON ,CO TINU US 3-9' "LVL 0'±L NGIONTIJOLUOUIL 8 09 3- /,'L 20' LON CO INUO - '+8 1 3 9 LVL 0_L NG ONTI UOUJL JL JL JL �9%' L JL JL JL JL JL JL JL JL JL JL JL JJL JL 'IL JL ' JL JL JL JL L JL JL JL' JL JL JL JL L JL JL JL JL JL JL L JL JL JL JL JL JL JL 'JL JL JL JL J JL JL 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r -yr 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r 1r r A 1GN C LUM WIT WA W 5 AlOVE. 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DTT2Z HOEDOWNS MAY BEPOST- ANCHOR BOLTS @ 4'-0"O.C. #3 CONT.REBAR INSTALLED EPDXYANCHORS TO 6" THICKENED PRECAST FOUNDATION !12"0 THREADED INSERT 4"CONCRETE SLAB W/WWF ON f 1 4"CONCRETE SLAB W/WWF, HDU,SIZE PER PLAN – WALL SECTION. COMPACTED CRUSHED STONE INSTALLED IN 6*LIFTS DRIVEWAY PER ARCH HAUNCH TO 6"OVER WALL HDU,SIZE PER PLAN HDU POST PER PLAN O VERTICAL.BLOCKING BETWEEN , HDU2,DTT2Z ANCHORS TO HAVE 'I1 DESIGN OPTION: I---� FLOORS UNDER HOEDOWN POSTS MINIMUM EMBEDMENT DEPTH OF 6" PREFABRICATED v x x x FOUNDATION WALL SYSTEM ––––––– x ANCHORS FOR HDU4,HDU2,AND - HDU4 ANCHORS TO HAVE MINIMUM (n „ . " BY SUPERIOR WALLS l DTT2Z HOLDOWNS MAYBE POST- PREFABRICATED EMBEDMENT DEPTH OF 12. 11 8`M1N.GRAVEL OR CRUSHED STONE PREFABRICATED , " '� INSTALLED EPDXY ANCHORS TO ' I I 4"CONCRETE STEM WALL " -r 11 r 8 MIN. GRAVEL OR CRUSHED STONE y l FOUNDATION WALL SYSTEM ;; I I .< I f , ., , ? i, \�/� FOUNDATION WALL SYSTEM f A, ' THICKENED PRECAST FOUNDATION \ PREFABRICATED — ' W - 8Y SUPERIOR WALLS �� ALL OTHER HDU ANCHORS TO BE z ;� VERTICAL REBAR BY SUPERIOR WALLS BY SUPER/OR WALLS �� VERTICAL REBAR BY SUPERIOR WALLS `wm'�" " ' WALL SECTION. I ICOUPLED TO THREADED RODS SETPL� IN PRECAST FOUNDATION MASS. 4Z ��� � FOUNDATION WALL SYSTEM BY SUPERIOR WALLS THREADED ROD PER II v " i I HDU2,DTT2Z ANCHORS TO HAVE HOLDOINT4 UNIT SCHEDULE TO " I I -tl / THREADED ROD PERI ' . MINIMUM EMBEDMENT DEPTH OF 6" (n BACKFILL 4"CONCRETE STEM WALL \ HOEDOWN UNIT SCHEDULE TO FOUNDATION DETAIL BY I I ` ,\/ BACKFILL SUPERIOR WALLS REINFORCED PRECAST y / I II >.°, ,,.�.;�, If ,. ;� �,�� FOUNDATION.DETAIL BY / HDU4 ANCHORS TO HAVE MINIMUM " FOUNDATION MASS(AS REQUIRED) ` , STEEL REINFORCED FOOTING BEAM STEEL REINFORCED FOOTING BEAM SUPERIOR WALLS EMBEDMENT DEPTH OF 12". f 101/4 II BY SUPERIOR WALLS "�. ;.' ¢' j\\� BY SUPERIOR WALLS r' f �' / �j\ „ � �\3131. BY SUPERIOR WALLS ALL OTHER HDU ANCHORS TO BE ///i ✓/\3131 , ,>, , / COUPLED TO THREADED RODS SET r ^ 1N PRECAST FOUNDATION MASS. CRUSHED STONE FOOTING CRUSHED STONE FOOTING PER MANUFACTURER 101/4" PER MANUFACTURERi\3131\\// RECOMMENDATIONS TO RECOMMENDATIONS TO 101/4" j�j \ \ REINFORCED PRECAST BY SUPERIOR WALLS \ FROST DEPTH FROST DEPTH \\j�\3131 " j\\//�\ FOUNDATION MASS(AS REQUIRED) A CRUSHED STONE FOOTING ` ' CRUSHED STONE FOOTING - - _ - - j� � ;-; � _ PER MANUFACTURER `3131%\�//�\3131\\' \ �/\ \ ' NO .ar \.,' RECOMMENDATIONS TO V/RECOMMENDATIONS TO \/\\�11 \ FROST DEPTH FROST DEPTH HOLDOWN AT BASEMENT WALL GARAGE FOUNDATION WALL SECTION GARAGE FOUNDTION WALL AT APRON HOEDOWN AT GARAGE FOUNDATION WALL Scale: 314"= 1'0" A PT DECKING W PT 2x JOIST PER PLANS 2x BEARING WALL PER PLANS BEAM PER PLANS 3314"FLOOR SHEATHING SIMPSON LPC6Z POST CAP, 1 LVL BEAM PER PLAN INSTALL IN PAIRS (� N W 23 N O A ; SIMPSON ABA66Z POST BASE W/%70 SIMPSON HANGER � a x 6"EMBEDMENT EPDXYANCHOR SET W/HILTI HIT-HY200 ADHESIVE FINISH GRADE O I SIMPSON JOIST HANGER e <: FLOOR JOIST PER PLAN z_ Q CONCRETE PIER PER PLAN W VLALLY COLUMN PER PLAN W/ L) Cn SPRINGFIELD CAP AND BASE PLATEJ THICKEN CONCRETE SLAB TO � TOP OF FOOTING AROUND Ix v 4"CONCRETE SLAB ON GRADE W/WWF COLUMN BASE W co X X —X— BELLED X BELLED FOOTING Z INSULATION AS iw 0 1 s REQUIRED BY ARCH. • • . �''� "a''`�s: will,_ -`"''w`,;��� CONCRETE FOOTING.SIZE& 2,-0" REINFORCING PER PLAN a '4'dN 9 ISOLATED PIER W/BELLED FOOTING DETAIL LALLY COLUMN DETAIL <':: W„ .yam° • Scale: 3/4"= 1'-0" Y2*PLYWOOD WALL N"PLYWOOD FLOOR SHEATHINGSHEATHING r n 00 2x6 STUD WALL 2x JOIST PER PLANS.FOR PARALLEL '/z"PLYWOOD WALL �4"PLYWOOD WALL JOISTS PROVIDE BLOCKING SIMILAR TO SHEATHING SHEATHING N 2/S3.1 U HEADER PER PLANS SIMPSON FACE MOUNT 2x6 STUD WALL N"PLYWOOD FLOOR SHEATHING 2x6 STUD WALL N"PLYWOOD FLOOR SHEATHING W "PLYWOOD WALL , " SHEATHING / PLYWOOD FLOOR SHEATHING 2x RIM BOARD JOIST HANGER o O 26 STUD WALL 2x JOIST PER PLANS.FOR PARALLEL 2x RIM BOARD 2x JOIST PER PLANS.FOR 2x RIM BOARD 2x JOIST PER PLANS.FOR v 2x10 PT SILL PLATE PARALLEL JOISTS PROVIDE JOISTS PROVIDE BLOCKING SIMILAR TO ' PARALLEL JOISTS PROVIDE T 2/S3.1 o II 1 BLOCKING SIMILAR TO BLOCKING SIMILAR TO S 2/S3.1 2/S3.1 ( ' HEADER PER PLANS v m 2x RIM BOARD Fi! EXTERIOR DECKING EXTERIOR DECKING O F--+PER ARCH PER ARCH2x10 PT SILL PLATE REINFORCED BOND BEAM AT DOOR 2x PT LEDGER BOLTED TO REINFORCED - �, OPENING PER SUPERIOR WALLS BOND BEAM WITH ONE ROW OF%"0 2x PT DECK JOISTS 2x PT PORCH N O PER PLANS4-1 WALKOUT BASEMENT OPENING PER GAL V.THROUGH BOLTS AND 2"x2"PLATE j JOISTS PER PLANS ��� WASHERS @ 12"O.C.AND FASTENED TO 000r� oo� Ln /I ARCH.DRAWINGS I 1 "\ I RIM BD W/3,518"LEDGERLOKS AT 8'0.C. cn WINDOW OPEN/NG PERI \V I SIMPSON FACE MOUNTFILTER MEMBRANE y 6 s WATERPROOFING BYARCH „ WATERPROOFING BYARCH , „ p -x x x ARCH.DRAWINGS I n I JOIST HANGER !' �/�/�/ �V \,' REMOVE INSULATION LOCALLY REMOVE INSULATION LOCALLY PREFABRICATED FOUNDATION I / \ I "\//\//\//�//\/j . =. = _ FINISH GRADE \/\\/\\/\\/� FROM BEHIND PLATE WASHER FROM BEHIND PLATE WASHER WALL SYSTEM BY SUPERIOR WALL, I I \//\//\//\//\//. II II rn `/\\/\\/\\%�% PREFABRICATED FOUNDATION I I 2x12 PT LEDGER BOLTED TO SEE DETAIL 1/S3.1 //\\//\\//\\//\\// -_. - ��/�\�/�\�/�\ II 2x12 PT LEDGER BOLTED TO \/\/\/\ v\/\/\/ WALL SYSTEM BY SUPERIOR WALL, I I FOUNDATION WALL WITH ONE I I ✓ \ \ \ \ -_ --. -- - - - - -` � \ \ \ , " FOUNDATION WALL WITH ONE FINISH GRADE AT BOTTOM II \\\\\\\\\ y/\\\\\\/ SEE DETAIL 1/S3.1 II ROW OF/ 0 GALV. THROUGHI I ROW OF%"0 THROUGH BOLTS @ Cq OF WINDOW WELL / / / / / / / / II BOLTS AND 2"x2"PLATE II 12"O.C.AND FASTENED TO RIM BD N WASHERS 12"O.C.AND WALL SYSTEM BY SUPERIOR WALL, I I I I PREFABRICATED FOUNDATION I I 2x10 PT PLATE FASTENED WITH FINISH GRADE I I @ W/3-518'LEDGERLOKS AT 8"0.C. �. %'0 GALV.BOLTS AND 2"x2" I I " I I I I I I FASTENED TO RIM BD W/3-5/8 SEE DETAIL 1/S3.1 I I , " PLATE WASHERS @ 24"O.C. LEDGERLOKS AT 8"O.C. NOTE:PROVIDE(2)/ 0 THROUGH BOLTS AND(4)3-5/8"LEDGERLOKS 0 . . � II NOTE.PROVIDE(2)%"0 THROUGH I I AT BEAM CONNECTION FROST PROTECTION AT BOTTOM OF BOLTS AND(4)3-518"LEDGERLOKS LOCATIONS, TYP.SEE PLAN ASSOCIATES AT BEAM CONNECTION FOUNDATION WALL IS SIMILAR TO LOCATIONS, NE SEE PLAN STRUCTURAL ENGINEERS BOTTOM OF FOUNDATION WALL IS SIMILAR DETAIL 41S3.1 TO DETAILS 11S3.1THROUGH 3/S3.1 860 Walnut Street BOTTOM OF FOUNDATION WALL IS SIMILAR BOTTOM OF FOUNDATION WALL IS SIMILAR Newton Centre,MA 02459 TO DETAILS 11S3.1 THROUGH 3/S3.1 TO DETAILS 11S3.1 THROUGH 3/S3.1 617.244.1612 tel 617.244.1732 fax www.siegelassociates.com HEADER SECTION AT BASEMENT OPENINGS 2 HEADER SECTION AT BASEMENT WALKOUT 3 DECK FRAMING AT FOUNDATION WALL 4 PORCH FRAMING AT FOUNDATION WALL Scale: 314"= 1'0" PT DECKING CMU CHIMNEY ABOVE SOLID STONE HEARTH. PT DECK BEAM PER PLAN SIMPSON LPC6Z POST CAP SEE ARCH DINGS " STUD WALL I 6 STONE.SEE I I ARCH D WGS 11/2" '/+"PLYWOOD FLOOR con REINFORCED I SHEATHING — CONCRETE SLAB PER PLAN / BEAM PER PLAN CJ J BEAM PER PLAN ;, I I I PT TIMBER POST PER PLAN O #-4 @ 12"0.C. BENT BARS16" �. (2)6"LONG TIMBERLOK SCREWS TO UNDERSIDE OF BEAM.PROVIDE 16" -T #4 @ 12"O.C. �° I I 1'SPACING BETWEEN SCREWS 10"CMU WALL - - ' - _ 16' BENTBARS ==1 _� = AND 1'/<"EDGE DISTANCE 16 FULLYGROUTED — — — — — — — — — — _ " 10"CMU WALL 12"CMU WALL I I H FULLYGROUTED FULLYGROUTED 6x6 VERTICAL PT I r T TIMBER BRACE I t+1 = Y2"0 BOLT WITH NUT AND WASHER, TYP.ALL CMU WALLS TO BE I CONNECTIONS TO POSTED ALIGNED UNDER CHIMNEY ( n WALLS ABOVE I ABU66 POST BASE v ./ ICONCRETE PIER PER PLAN A I I I END POSTS I I INTERIOR POSTS U x U HEARTH SLAB DETAIL DECK BRACING DETAIL 5 Scale: 314"= V-Off A W W A cn C W N WN O N A M C] I J W II `L � d- f--- w U r � W W 3� ' VAGI. c �', VJ 00 O N O 10d NAILS @ 3"O.C. C) 2x BLOCKING BETWEEN JOISTSp O v v) FLOOR SHEATHING = Q) FLOOR JOIST CONTINUOUS OVER WALL4-4 O H SIMPSON LTP5 PLATE FLOOR SHEATHING ATEACHBLOCK Q �i FLOOR JOISTS c WALL TOP PLATE [� 2x BLOCKING AT SAVE.BEVEL TOP TOE NAIL BLOCKING TO 2x BLOCKING BETWEEN OF BLOCKING TO MATCH ROOF TOP PLATE WITH 5-12d JOISTS,FLUSH W/WALL SLOPE.FASTEN ROOF SHEATHING NAILS PER BLOCK sy BLOCK ALL SHEATHING SHEATHING V) n TO BLOCKING WITH 8d NAILS @ 4" �l SEAMS. �t BLOCKALL SHEATHING y�G SIMPSON LTP5 PLATE 1 j +-J O.C.MIN.,U.N.O.ON PLANS SEE PLAN NOTES FOR SF SEAMS �'q'L/ AT EACH BLOCK -—————— — —- SHEAR PANEL LENGTH � !�/ i � � WOOD SHEAR WALL .i . WICAL SIMPSON H2.5A HURRICANE TIE @ T YPl CAL SEE PLAN NOTES FOR \ Vol EACH RAFTER,U.N.O.ONPLAN EDGE NAIL SPACING CONNECTION CONNECTION TOP AT ROOF x AT GAMBREL OFOCKBLOCKING TO MATCHEROOF N k SLOPE.FASTEN ROOF SHEATHING SHEAR WALL SHEATHING, SEE PLAN FOR SHEAR HDU POST PER PLAN 2-2x GAMBREL RAFTER NAIL SPACING PER PLAN PANEL LENGTH TO BLOCKING WITH 8d NAILS @ 4' „* POST PER PLAN O.C.MIN., UN.O.ONPLANS NOTE:FOR TWO-SIDED SEE PLAN FOR EDGE TOE NAIL BLOCKING TO NAIL SPACING TOP PLATE WITH 5-12d SNEARWALLS,PROVIDE 2xBLOCKING,FASTENING,AND ASSOCIATES SHEATHING SEAM NAILS PER BLOCK FACE OF SHEATHING SIMPSON LTP5 PLATE AT EACH STRUCTURAL ENGINEERS WHERE SHEATHING SEAMS ———————— —- Z INTERIOR SHEAR WALL 860 Walnut Street OCCUR,SPACE6'MIN. Newton Centre,MA 02459 ABOVE OR BELOW PLATE 4-— STUDS AND SHEATHING 617.244.1612 tel HDU,SIZE PER PLAN �� HDU,SIZE PER PLAN 617.244.1732 fax E li Y, iR www.siegelassociates.com ►�� � i9 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS ABOVINTERIOR SHEAR WALL DETAIL TYPICAL THRU ' - TYPICAL THRU 3 Scale: 3/4"= 1=0" 4 scare: 3i4"= 1=0° FLOOR FLOOR CONNECTION SHEATHING SEAM —— —_ CONNECTION SHEATHING SEAM —— VERTICAL BLOCKING BETWEEN VERTICAL BLOCKING BETWEEN r_1 FLOORS UNDER HOLDOWN POSTS FLOORS UNDER HOLDOWN POSTS W SEE PLAN FOR SHEAR SEE PLAN FOR SHEAR PANEL LENGTH PANEL LENGTH k k HDU,MATCH SIZE k X HDU,MATCH SIZE FROM FLOOR ABOVE FROM FLOOR ABOVE SHEATHING SEAM SHEATHING SE410 ------- — — -- /''� SEE PLAN FOR EDGE WHERE SHEATHING SEAMS %'PLYWOOD SHEATHING AT SHEAR Cl J Q NAIL SPACING OCCUR,SPACE 6"MIN. WALL W1 BLOCKING @ EDGES W/ HDU POST PER PLAN ABOVE OR BELOW PLATE EDGE NAILING PER PLAN AND FIELD SEE PLAN FOR EDGE HDU POST PER PLAN NAILING PER GENERAL NOTES NAIL SPACING O VERTICAL BLOCKING BETWEEN VERTICAL BLOCKING BETWEEN FLOORS UNDER HOLDOWN POSTS FLOORS UNDER HOLDOWN POSTS BLOCKALL SHEATHING /1 H X x SEAMS %"PLYWOOD SHEATHING AT SHEAR v ./ —— — k WALL W/BLOCKING @ EDGES W/ SIMPSON HOLDOWN rYPI CAL HDU,SIZE PER PLAN T YPI CAL HDU,SIZE PER PLAN ; EDGE NAILING PER PLANAND FIELD PER PLAN `„ VI �' SHEATHING SEAM NAILING PER GENERAL NOTES CONNECTION AT CONNECTION AT p 'I; -------- — ---- W r LVL BEAM PER PLAN FOUNDATION _ FOUNDATION - (2) 6'0 x 6'LONG TIMBERLOK SCREWS @ 16'0.C. � PREFABRICATED THREADED ROD PER HOLDOWN I II FOUNDATION WALL SYSTEM THREADED ROD PER HOLDOWN i i I I PREFABRICATED BOUNDARY NAILING r ^ UNIT SCHEDULE TO FOUNDATION. II BY SUPERIOR WALLS UNIT SCHEDULE TO FOUNDATION. I I FOUNDATION WALL SYSTEM PER PLAN DETAIL BY SUPERIOR WALLS ;; II DETAIL BY SUPERIOR WALLS �� I I BY SUPERIOR WALLS L4-- SHEATHING TWIST STRAPPER PLAN �+ THREADED ROD, SIZE PER I; EACH SIDE OF LVL HOLDOWN SCHEDULE 2x FLOOR JOISTS II %"x3'/z"x3%"PLATE WASHER, PER PLAN COUNTERSUNK A BEAM PER PLAN OR BLOCKING WHERE (� SHEARWALL IS PERPENDICULAR TO (� FLOOR FRAMING x U C, MULTI-STORY SHEAR WALL SECTION MULTI-STORY SHEAR WALL SECTION AT GAMBREL SHEARWALL SHEAR CONNECTION TO LVL BEAM HOEDOWN CONNECTION TO LVL BEAM DETAIL Scale: 3/4"= 1=0" Scale: 314"= f- 5 Scale: 314"= V-0" A W W A N va 1"1 W N WN O 1-1 O A ; O I POST PER PLAN (/- EXTERIOR STUD WALL SHEAR WALL NAILING w i Q POSTS PER PLAN PER PLAN W EDGE NAILS,SIZE PER %'SHEATHING,FIELD NAILS PER EDGE NAILING,SIZE PER SHEAR WALL NOTES SHEAR WALL NOTES, SHEAR WALL NOTES, SPACING PER PLAN %'SHEATHING,FIELD NAILS PER SPACING PER PLAN a SHEAR WALL NOTES BUILT UP 2x CORNER ' — FASTEN END STUD TO ��-- cv SIMPSON HOLDOWN PER PLAN SHEAR WALL POST WITH U ° — — SIMPSON HDU PER PLAN z o 1/2"SHEATHNG,FIELD NAILS TIMBERLOK SCREWS AS W ::DPER SHEAR WALL NOTES NOTED PER PLAN a Z INTERIOR SHEAR WALL F m SIMPSON HDU PER PLAN ''"�yy w �`: k'rte! r`T1 i; `•.� �'S•, t. C7 SINGLE CORNER HOLDOWN DETAIL DOUBLE CORNER HOEDOWN DETAIL PLAN VIEW AT INTERIOR SHEAR WALL HOEDOWNS LL.. Scale: 314"= 1=O" 8 Scale: 3/4"= 1=0" 9 Scale: 3/4"= 1'-0" 2x GAMBREL RAFTER PER PLAN 2x CEILING JOISTS PER PLAN,FASTEN TO RAFTER 2x BLOCKING BETWEEN JOISTS O W/(8)16d NAILS AT DORMERS IN LINE WITH N GAMBREL FOLD.BEVEL TOP ( , O 2x6(MIN.)BLOCKING BETWEEN OF BLOCKING TO MATCH W CEILING JOISTS PER PLAN,FASTEN JOISTS AT DORMERS IN LINE ROOF SLOPE.FASTEN ROOF TO RAFTER W/(4)16d NAILS WITH GAMBREL FOLD.BEVEL SHEATHING TO BLOCKING TOP OF BLOCKING TO MATCH WITH 8d NAILS @ 6"O.C.MIN. o O 0 SIMPSON H2.5A ROOF SLOPE.FASTEN ROOF _ r;, HURRICANE TIE SHEATHING TO BLOCKING 2x CEILING JOISTS PER T O v ———— ——— SEE DETAIL 7/S3.4 —— -—— WITH 8d NAILS @ 6"O.C.MIN. PLAN,FASTEN TO RAFTER %"PLYWOOD ROOF —L W/(8) 16d NAILS \ FOR ALTERNATE FRAMING .. 2x RAFTER PER PLAN SHEATHING U � _ SIMPSON A34 CONNECTOR AT GAMBREL FOLD LINE ———————— 2x RAFTER PER PLAN O � TO 2-2x PLATE 2x ROOF RAFTER PER PLAN O "PLYWOOD ROOF %"PLYWOOD ROOF SHEATHING,CONTINUOUS SHEATHING,CONTINUOUS OVER SAVE �� OVER EAVE 8d NAILS @ 6"O.C. N O SIMPSON H2.5A DOUBLE 2x12 CONT.TOP PLATE SIMPSON H2.5A EAVE BLOCKING HURRICANE TIE HURRICANE TIE Ln -------- BETWEEN RAFTERS Ln HEADER PER PLAN ———— — SIMPSON H2.5A HURRICANE TIE 4-8d TOENAILS PER BLOCK \ 2x6 TOP PLATE 04 GAMBREL ROOF LINE BEYOND 2x6 STUD WALL --Ar-k /"PLYWOOD WALL SHEATHING N HEADER PER PLAN N EAVE BLOCKING PER DETAIL EAVE BLOCKING PER DETAIL 4/S3.4 2x GAMBREL RAFTER PER PLAN v Z ASSOCIATES SB"PLYWOOD ROOF SHEATHING, STRUCTURAL ENGINEERS CONTINUOUS OVER EAVE 860 Walnut Street Newton Centre,MA 02459 617.244.1612 tel 617.244.1732 fax 2x WALL- www.siegelassociates.com 2 DORMER ROOF SECTION - HIGH CEILING "- " 3 DORMER ROOF SECTION - LOW CEILING 4 EAVE DETAIL W/0 CEILING JOISTS SIMPSON H2.5A Scale. 3/4 - 1-0 Scale: 3/4 = 1-0 Scale: 3/4"= 1'-0" HURRICANE TIE SIMPSONA34 W CONNECTOR TO 2-2x SOLE PLATE SIMPSONA35 V J CONNECTOR LVL RIDGE BEAM PER PLAN v J � \ 2x LEDGERS SIMPSON A35 ANGLE 2x GAMBREL RAFTER PER PLAN CJ J ' I CEILING JOISTS PER PLAN,FASTEN 2x HANGER 2x RAFTER PER PLAN %"PLYWOOD ROOF SHEATHING %"PLYWOOD ROOF TO RAFTER W/(4) 16d NAILS O SHEATHING I � H 12x RAFTER PER PLAN DOUBLE 2x CONT.PURLIN(DEPTH v, CI� (4)16d NAILS TO MATCH CEILING JOISTS) P� 8d NAILS @ 6"O.C. 3/4"PLYWOOD FLOOR 2x EAVE BLOCKING1 SHEATHING I —� BETWEEN RAFTERS 2x FLOOR JOISTS PER PLAN 4-8d TOENAILS PER BLOCK %6 PLYWOOD ROOF SHEATHING �H NO BLOCK BETWEEN FLOOR JOISTS SAI TES. 1. CHANGE ROOF SLOPE PER ARCH DRAWINGS AT RAFTER LOCATIONS,2 BAYS 2x EAVE JOISTS PER MIN.FASTEN SHEATHING TO PLAN,FASTEN TO BLOCKING WITH 8d NAILS AT 4" RAFTER W/(4)10d NAILS 2x GELLING JOIST PER PLAN O.C., TYP.AT GAMBREL 2-2x6 TOP PLATE FRAMING 2x EAVE RAFTER CUT SIMPSON H2.5A HURRICANE TIE %"PLYWOOD WALL SHEATHING 1ST FLOOR TO CURVE,SEE PLAN 2x6 STUD WALL EXTERIOR WALL A 2-2x CONT.STRUCT FASCIA, THREE 8d TOENAILS EACH END 1/2"PLYWOOD BEVELED TO ROOF SLOPE, TYP. WALL SHEATHING AROUND EAVE LINE W U t�AMBREL ROOF SECTION LVL RIDGE BEAM DETAIL EAVE DETAIL W/CEILING JOISTS AT SHED ALTERNATE GAMBREL FOLD DETAIL 1 Scale: 3/4 - V-0 Scale: 3/4 - 1-0 A W W A N u� W N WN O N O A � M O O � I V / � —1 W II F— w U � O � J O N U A � W r Z V) 0 co co 14 A���`� •