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Home My WebLink About49538-Z TOWN OF SOUTHOLD p1 BUILDING DEPARTMENT i TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49538 Date: 8/1/2023 Permission is hereby granted to: McElhinny DA_Lmivinq-Trustmmmmmm ............... _ .. ............ ... ........ 189 Gomez Rd Hobe S..... �.... ..........��,.�. � ......... .. ................................. .A .,� ..._.. ound FL 33455 To Demolition of an existing single family dwelling and construct a new single family dwelling as applied for per SCHD approval. At premises located at: Montauk Ave, Fishers Island SCTM.....# 473889 .... .................... ......_.._.... Sec/Block/Lot# 10.-9-1.4 ------------- Pursuant to application dated 4/13/2023 and approved by the Building Inspector. To expire on n.............1/30/2025.mmmmmm Fees: DEMOLITION $1,664.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,602.00 CO-NEW DWELLING $50.00 Total: $5,316.40 ........ w u. Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT 1' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littns://www.soutlioldtgMMay.gov Date Received PERMITAPPLICATION FOR BUILDING For Office Use Only "-- V,� �� ,r Bu . it ! ar1 I � . PERMIT NO. 53? Building Inspector: p, � APR 13 2023 Applications and forms must be filled out in their entirety.Incomplete �iy ,� applications will not be accepted. Where the Applicant is not the owner,an �6i S:)i Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: rr I' Name: hd�� +Apr,1 14c.-O 11 n n SCTM# 1000- Project Address: 1910 MiMfI414k l ' FFSker5 .��iJ��rX l� OG(3 9V Phone#: o7b7 —oiF/7 1 Email: q rJ'1)n4d1AIn fly le f1w9d, 4AW Mailing Address, l� / 04 �a 14W dI 44,39d CONTACT PERSON: Name: &%ft Z Mailing Address: �c�s ZAne #a�� , 4'yg"`,,d Phone#: . Email: �� +F7Su DESIGN PROFESSIONAL INFORMATION: Name: 4R r ARe-4,'44 Mailing Address: .33 a,)i y4 4� �/'�A ��12 �itSYL✓J, /YLA. 0�,7/�� Phone#: P7_'ys/-s L Email: i¢� � � . GJy✓I CONTRACTOR INFORMATION: Name: Z+5 *n -7� Mailing Address: ter- /x D � D�p c39O �� fz� �C o� a? ers .ris�'�nap Phone#: 431— 7J�P " 7*,V7 Email:�" � ' 6"hmAf l q� DESCRIPTION OF PROPOSED CONSTRUCTION VNew Structure Addition VAlteration ❑Repair gDemolition Estimated Cost of Project: ❑Other $ lox. Ur' �"�" Will the lot be re-graded? ❑Yes)<No Will excess fill be removed from premises? ❑Yes XNo 1 ar �.._ .m PROPERTY INFORMATION t t „ t til nf.hl property, 1n, �n l ! (ise of prnpr Cill:.' or I,15i,' district lrl( il'1, VJhICI_i 17rtld"ilSl`� issit[i cl tt'd,' /At'C' ;I)t:r`:' illi' r:_)VLI1;inF:'> ,il ill r'•'_ii I(1,:(111`. +.`d ;Iii Nc) iF VII) i', r':iF"r' Chapter 2� .._u.. .._._...,.... pt_ i6 of Town Code„ APPLICATION ISner/contractor/design professional is responsible for all drainage and storm water issues as )rov • 1he o provided by HEREBY MADE to the Building Department for the Issuance of a Building permit pursuant to the Building tune Ordinance of the Town o{Southold,Soffolk,County,New York and other applicable Laws,Ordinances or Regula Cions,for the construction of buildings, additions,alterations or for removal or demolition at herein described.The applicant agrees to comply with all applicable laws,ordinance,,building rod-, Housing code and regulations and to admit authorizer)inspectors on prernises and u,buildu)gisf for necessary inspections.Fate statements made herein are punishably.as a Class A misdemeanor pursuant to Section 210.85 of the New Yorlc Stale Penal Law, Application Submitted By (print rr(e): �'�'S z"OnIZAie,iF'II14 r-Lk'C—• "�- At.rtk1cftwiaed Agent '.....)Owner Signature of Applicant: Date. lAl Or ill 1.1V YORi<) c� 21 Of .,a:l(i 0. Vll('.i"Or C)v/I'l:rs: f-,Ci ._ :Ipj?'ICutic�il' ThatAli tit;7= .'l r'; _ Ji' _ - - i*=+ r1iCr 1;*T1 ll :;, 'f)e v)cr4, v.,i!i I-,, �(r ) n y_ ,1- L��i, L NVhere Ute applicaw is rat the owner'), 4 M l'q �dv � ,IZv`,rr "',;"" ll'Jlid i "'f l)•I:I'Ie �0'Nll OLJ:ilOfCl BL;1IrI,v;, P-i ai°iI ont 1o'" M, dCscril:'':I Rq It l e 1-1-in. Uvdnrr`t, Namt, IN N..". H hr oil In .......... 21 12 mks gig M t ," AN IRF,50111 I =s 'Aga i TH, Zi g 2, IS an CD co 2i UR I OGenerated by Scheck-Web Software N/" Compliance Certificate Project McElhinny New House Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 6,760 ft2 Glazing Area 29% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1910 Montauk Ave ART Architects Z&S Contracting Fishers Island, NYS 06390 33 Union St PO Box 202 4th Floor Fishers Island, NY 06390 Boston, MA 02108 631 788 7857 617 451 5740 zandscontracting@gmail.com jalbert@artarchitects.com Compliance: 20.3%Better Than Code Maximum UA: 888 Your UA: 708 Maximum SHGC: 0.40 Your SHGC: 0.30 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. 9am)..orl grade tradeoffs,are no ioingwgnnu n.n:niennninin refl in the Ii (nn peirmanurn°nnance Hams° ll!)haillce pa till irl I[k1l ,c h(a a:lkI «nn::irvn sllab-oin-grade assn"nuarulMy iin the slgnana::lfued cfirinn.to zone linust rineet the inliniirriu m einergy n:nnde li nsullal'on P vaniu e and n:gnaMllpth IeflUiun.unneriltan,, Envg!1_oge Assemblies 1st Floor Ceiling (Hot roof): Cathedral Ceiling 930 60.0 0.0 0.018 0.026 17 24 2nd Floor Ceiling (hot roof): Cathedral Ceiling 2,813 60.0 0.0 0.018 0.026 51 73 1st Floor Wall: Wood Frame, 16" o.c. 2,039 39.0 0.0 0.044 0.060 59 81 South Side Door-Mudrm: Solid Door(under 50% 20 0.440 0.320 9 6 glazing) South Side Doors-Main Entry: Glass Door(over 50% glazing) 55 0.310 0.320 17 18 SHGC: 0.31 North Side Doors: Glass Door(over 50%glazing) 130 0.310 0.320 40 42 SHGC: 0.31 North Side Windows: Wood Frame 190 0.300 0.320 57 61 SHGC: 0.30 East Side Windows: Wood Frame 73 0.300 0.320 22 23 SHGC: 0.30 South Side Windows: Wood Frame 146 0.300 0.320 44 47 SHGC: 0.30 West Side Window: Wood Frame 74 0.300 0.320 22 24 SHGC: 0.30 Project Title: McElhinny New House Report date: 03/28/23 Data filename: Page 1 of10 2nd Floor Wall: Wood Frame, 16" o.c. 1,673 39.0 0.0 0.044 0.060 56 77 Door: Glass Door(over 50%glazing) 35 0.310 0.320 11 11 SHGC: 0.31 North Side Windows 2: Wood Frame 198 0.300 0.320 59 63 SHGC: 0.30 East side Windows: Wood Frame 32 0.300 0.320 10 10 SHGC: 0.30 South Side Windows2:Wood Frame 96 0.300 0.320 29 31 SHGC: 0.30 West side Windows 2:Wood Frame 32 0.300 0.320 10 10 SHGC: 0.30 1st Floor:All-Wood Joist/Truss 2,825 20.0 0.0 0.046 0.047 130 133 Basement Wall: Solid Concrete or Masonry Wall height: 8.9' 2,449 24.0 24.0 0.021 0.059 51 142 Depth below grade: 8.0' Insulation depth: 8.9' Door: Solid Door(under 50%glazing) 20 0.440 0.320 9 6 Basement Windows:Wood Frame 18 0.300 0.320 5 6 SHGC: 0.30 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 Si afore Date , 11 r;;'! / •• a �•"w 01 'Waves Project Title: McElhinny New House Report date: 03/28/23 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 7.0% 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. Serfon Pre-Inspection/Plan Review Plans Verified' Field Verified v &-R, Value Value T Complies? Comments/Assumptions 'Construcdon drawings and 103.2 documentation demonstrate ,;- ,,�®Complies Requirement will be met. [PRI)i AD :energy code compliance for the Does Not building envelope.Thermal ;E]Not Observable ,envelope represented on Not Applicable construction documents. T03.1, Construction drawings and ��,�LJ 1103.2, documentation demonstrate Complies 403.7 energy code compliance for Does Not [PR311 lighting and mechanical systems r 'flNot Observable 441 Systems serving multiple L]Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 3021, Heating and cooling equipment is Heating: g' CompliesmIT [PR2]2 Heatin 403.7 sized per ACCA,Manual S based Bt U/hr on loads calculated per ACCA — I Btu/hr— bDoes Not Manual.l or other methods Cooling: Cooling: approved by the code official. Btu/hr— Btu/hr 13Not Observable ;®Not Applicable Additional Comments/Assumptions: E�']�igh 1'�'Pact(Tier M Low—1m—pa c C(T i —214ed --!U—T±M—pLctmffie�2�_=3 Project Title: McElhinny New Hou—se Data filename: Report date: 03/28/23 Page 3 oflo & �Se IoID ....�Verified Fie..,.��..... # Framing/ Rough In Inspection Plans Ver Id Verified Value Value Com Iles? Comments/Assumptions 402.1.1, ;Door U-factor, � 402.3.4 U"_ _ U .. ...,_ blCompoeslios �See the;t b1e for values.nEnvelope Assemblies [FR1]1 t ;❑Not Observable ., ❑Com tlNot Applicable 402.1.1, ~"Glazin U-factor(area-weighted p the Envelope 9 ( a-weighted �� _m.��. .�� .-...�.��.. ❑Does -...._.-.....�.. s dee 402-3.1, average). U Assemblies 402.3.3, Not table for values. 402.5 [FR2]1 I❑Not Observable j❑Not Applicable P 303.13 U-factors of fenes omplie .��...-_...._._ tration products [FR4] are determined in accordance Elcomp s with the NFRC test procedure or Does Not ,taken from the default table. r% "`❑Not Observable ❑Not Applicable 02-44 .1.1 2.4 1 1 ,Air barrier and thermal barrier- �` - •• ]1 installed per manufacturer's ❑Complies .. . „ instructions. ❑Does Not ❑Not Observable ❑Not Applicable 402.43 Fenestration ❑CompCies that is not site built Does Not 1�... ._.. ..� [FR20 1 �is listed and labeled as meeting �AAMA/WDMA/CSA 101/1S.2/A440; ;> or has infiltration rates per NFRC ❑Not Obseryable 400 that do not exceed code " limits a❑Not Applicable .w. , 402.4.5 IC rated recessed lighting fixturesZ. - �- [FR16]2 sealed at housing/interior finish C]Compppe and labeled to indicate <_2.0 cfm ❑D'oes Not leakage at 75 Pa. ;`❑Not Observable 403.3.1 Supply and return ducts in attics ❑Not Applicable �w p [FR12]1 insulated >= R-8 where duct is """ "` '° DComplies >= 3 Inches in diameter and >_ "` 'ElDoes Not F11-6 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. 03.3]2 boxes are waled. .�. Ducts,air handlers s and filter FR13 with „� ;❑Complies ;,faints/seams compliant with ❑Does Not International Mechanical Code or � ❑Not Observable lnternational Residential Code, as ❑Not Applicable J applicable. �. ; a 4035.. .. . B�uilding are not cavities used as 15 [ ]3 ducts or plenums. Complies ❑Does Not '❑Not Observable - ❑Not Applicable j ] h lm act Tier 1 2 Mede ... _W .. .. - Project Title: McElhinnyNew p Hi _ 9W p ( ) ium Im act Tier 2 �mm p (Tier 3) 3 l.ow lm ac. �.....-��....__...� t House Data filename: Report date: 03/28/23 Page 5 of10 Section _. I=ielfiea Value �aNuepNNe ... C_e,,...�rroer.t.�s/Assu. T, �nStNa., sC°Insulation Nrsp tionPlansVerified . .0 30 . All installed insulation is labeled ��' x. JIN13JI or the installed R-values C Complies provided. ", ID°es Not ;;❑Not observable Floor insulation R-v �" 402.1 1 � �..- .�w- .�m�� .. .� Not Applicable 402.2 6 alue. R- R m. ._ ... ..W �....�. Complies See the Envelope Assemblies [IN1)1 ❑ Wood ❑ Wood ;IDoes Not table for values. El Steel ❑ Steel E❑Not Observable _ . ❑Not Applicable 303.2 FFl.oor insulation installed per - ❑ComFe, ... .. . _......� .. 402.2.8 manufacturer's instructions and � � lies [IN2]1 in substantial contact with the Coes Not underside of the subfloor, or floor " nN =framing cavity insulation is in "n❑ oto Observable 'contact with the top side of ❑NtaN'Applicable ;sheathing, or continuous insulation is installed on the q�underside of floor framing and extends from the bottom to thej, i top of all perimeter floor framing members. r X02.1 5 mass wall ..v .��. ❑ 402.1 1 ;Wall insulation R-value. If this is a R- ❑R- Complies See th I with at least 1/Z of the Wood a Ei velope Assemblies 02.2.6 wall insulation on the wall ❑ Wood ,Does Not table forualues. [IN3]1 exterior,the exterior Insulation Mass ❑ Mass 'requirement applies(FR10). ❑ Steel ❑ Steel bNot Observable ❑Not Applicable a 303.2�_ Wall insulation is installed .m per —"-!Corn` !Co e i cturer's instructions. Does NotP [IN4) manufa ❑Not Observable �NotApplicable Additional Comments/Assumptions: 1 Niigh Nm act Tier 1 m Impact(Tier 2 3 Low Im matt Tie ) ,.._ P ( r 3 ...�..�...�.� P ( ) 2 Mediu. Project Title: McElhinny New House Data filename: Report date: 03/28/23 Page 7 of10 Section� .._�a.�. r.�.. u.. . p Value . ., . . tts Plans Field llerifedT Cornyalies ..._ Crrrrrtt+artt e l w. . .. Final Inspection Ntovfa)o value Assutvt tion FI 25I 1 �falns not anical ventilart of tested and system, •-"•" �. ._... _..," - , ( P d and listed ,CComplies HVAC equipment meet efficacy „ ° ;Does Not and air flow limits per Table Not Observable R403.6.1 NotApplicable 403.2 Hot water bollen supplying heal [FI2612ff =through one-or two-pipe heating Compiles ...._ .. systems have outdoor,setback CJDoes Not control to lower boiler water GNot Observable temperature based on outdoor ,DNot Applicable r a _. temperature. ' 4015 es have a.. _� ... _.7 w. 403.5 1.1 Heated water circulation systems t � om Not __ m. ....� ... circulation um The p system return pipe is a dedicated return pipe or a cold water supply ;INot Observable pipe. Gravity and thermos �E]Not Applicable 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. .,, 40239.1.2 Eomt l c with trace El 5151 or lil „w Does es Compl c. p y r . „ . Complies ,5'15 Controls automatically Not adjust the energy input to the 11Not Observable heat tracing to maintain the TINot Applicable desired water temperature in the ,Demand recirculation water 12 systems have controls that Complies � � �� `�"'� `� �`� ' manage operation of the pump "' % Efficiency Certificate i e e Above-Grade Wall 39.00 Below-Grade Wall 48.00 Floor 20.00 Ceiling / Roof 60.00 Ductwork (unconditioned spaces): s Window IC= Door 0.30 0.30 0.31 0.31 Heating System: Cooling System. Water Heater: Name: Date: Comments -- -- Scott A. Russell - sUF, �' Ir 51C'ORN[\SVA\T]ER, SUPERVISOR MANAGEMENT TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL, FORM E APPLICANT._ .� ( APPLICANT INFORMATION TO BE COMPLETED BY TH r¢y ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT; (Property Owner, Design Professional, Agent, Contractor, Other) i NAME: Pete Parent, PE (Cflj,�)� Date: ` 04/17/2023 � �Paaets. a r Contact Information: pp @ L\ . I P:;I n c Iv11„h I arent chacompames com 860-885-1052 Property Address / Location of Construction Site: 1910 Montauk Avenue S.C.T.M. #: 1000 Fishers Island NY District ym; ......w 9 1.4 __ . 'i Section Block Lot �t. TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT i. ❑ - Area of Disturbance is less than I Acre, No S.P.D.E.wS. Permit is Rei aired ! - Project does Not Discharge to Waters of the State. No S_P.D.E.S. Pet`rmt is Re t,wedl ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Buidrt-io Permit. ❑ - Area of Disturbance is Greater than i Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of Ne\w York. THE APPLICANT MUST OBTAIN Prior DPermit through Priorto IssuanceofaBe iir�ldineper� told Town En�ineeraxt�� I"�eoartment 3 Rev rew ed B Date: P-T(nC n,tnhar 7 I � cc ';ved s� � s TABLE OF CONTENTS „•11 co co N N N .-•1 N O p c” o SHEET# SHEET TITLE '>'� w c AO.0 COVER • • U A1.0 SITE/SURVEY PLAN • • ,, H o A2.0 BASEMENT PLAN • • — A2.1 FIRST FLOOR PLAN • • U A22 SECOND FLOOR PLAN • • '�"",,'.�t "� ISSUE : A2.3 ROOF PLAN • • �'�r Q PERKAIT ■ 23 A3.0 EXTERIOR ELEVATIONS • . �_ A3.1 EXTERIOR ELEVATIONS • • _ A4.0 BUILDING SECTIONS • • A4,1 BUILDING SECTIONS . • �� A4.2 PLUMBING DIAGRAM SECTION • `r' A5.0 WINDOW SCHEDULE • A5.1 DOOR SCHEDULE • A6.0 WALL SECTION DETAILS • E2,0 BASEMENT ELECTRICAL PLAN • E2.1 FIRST FLOOR ELECTRICAL PLAN • .nc "` E22 SECOND FLOOR ELECTRICAL PLAN SO.1 ISOMETRIC VIEWS • t g.,� .� Y" �'P�•~ny'. \" to SO2 ISOMETRIC VIEWS • .Qy . SO.3 GENERAL NOTES • u "' S1.0 FOUNDATION PLAN • F, i- S1.1 FIRST FLOOR FRAMING PLAN • S1.2 SECOND FLOOR FRAMING PLAN • ` S1.3 ROOF FRAMING PLAN • i S3.1 FOUNDATION DETAILS - S32 FOUNDATION DETAILS • f-.. . f i t i - -� t tl t -- _ I _ 3 " - _—-_".._ ---- HE — — -77- -------- I Ilo - - - y ---- U � --- ------- --- H DRIVEWAY APPROACH 1 � ¢ Q o 0 o 0 w w ------ A' 0 - � -- - CD CD ------------------------------------ - -------- -- ------_-- ---- ---- -- ----- _ --- -- - s:! - -- - ---- - --- -- --- F: -" O 2 VIEW FROM WATER / Drawing Copyright®2015 �j WEST 400 Capital Boulevard,Suite 301 \ y HARBOR Rocky Hill,CT 06067 860-885-10551 www.chacompanies.com 10 NY Certificate of Authorization#0015021 � \ SITE I/A SEPTIC SYSTEM UPGRADE FOR 5 BEDROOMS i (PENDING SUFFOLK COUNTY DEPT. OF HEALTH SERVICES APPROVAL) PROVIDE 2 L.F. 4 C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT. LOCATE CLEAN-OUT 2' FROM FOUNDATION WALL. _ PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 7 / r� (700 GPD CAPACITY - MAXIMUM 6 BEDROOMS) f >/_- z rn PROVIDE TWO 8' DIAMETER LEACHING POOLS WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE i TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS REQUIRED / �� SITE DEVELOPMENT PLAN INVERT ELEVATIONS- i j q� PREPARED FOR OUTLET AT HOUSE - 52.70 (VIF) TANK INLET - 52.17 DAVID A. McELHINNY & TANK OUTLET - 52.00 DISTRIBUTION BOX INLET - 51.78 APRIL L. McELHINNY DISTRIBUTION BOX OUTLET - 51.70 / ' LEACHING POOL INLETS - 51.50 i � 1910 MONTAUK AVENUE i FISHERS ISLAND, NY LOCATION MAP SCALE 1 "=400' DRAINAGE CALCULATIONS i PROPOSED ROOF AREA = 3,560 SF REQUIRED = 3,560 SF X 2 IN/12 IN/FT = 594 CF DRY WELLS / I 570 CF / 50.26 CF/VF = 11.88 VF REQUIRED / USE TWO (2) 8'0 X 8' DEEP DRY WELL MAP REFERENCES / 1. SURVEY MAP PREPARED FOR DAVID & MARGOT CONGDON, JAMES & JEANNIE BALLENTINE, MONTAUK AVENUE, FISHERS ISLAND, NEW OP NES, / YORK, SCALE: 1"=40', DATE: 5/18/2005, BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC ,�P� M. P X09 _ PROVIDE DISTRIBUTION BOX (SEE DETAIL) 2. PLAN OF Y THEODORE S. RYAN S ,7 80 8DDETW LEACHING POOLS TO ALEXANDER L. ROBINSERTY TOON, JR.OA D ANNVEYEDN L. ROBINSON,OFISHERS t / '� w F, ISLAND, NY, SCALE 1-=40'. DATE 5/26/1969, BY CHANDLER & 00 168 98, ' (TYP. SEE DETAIL) PALMER, ENG'RS., NORWICH, CONN. WITH ADDITIONS TO 12/5/1977 ' y 09953 N 1548.63 5091 EXPANSION AREA '0g W 605 974 NOTES Q,r`r c S 1 ON 1 PROVIDE FUJI CEN-7 WASTEWATER 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE TREATMENT SYSTEM (SEE DETAIL) I INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE IT Ts A VIOLATION GP LAW FON ANY PARSON.UNLESS THEY ARE I SO—, ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR ENGINEER.ARCHITECT.LANDSCAPE ARCHITECT OR LAND I SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE APPROXIMATE OMITS EXCEEDS THE SCOPE OF THE ENGAGEMENT. STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING ENGINEER.ARCHITECT.LANDSCAPE ARCHITECT OR LAND .. I (n OF DISTURBANCE SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY NOTATION'ALTERED BY'FOLLOWED BY THEIR SIGNATURE,THE (20,000 SF / DATE OF SUCH ALTERATION.AND A SPECIFIC DESCRIPTION PROVIDE -Y4" SCH 40 PVC AIR UNE TO BLOWER / PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED OF TME ALTERATION. o INSTALL PER MANUFACTURER'S RECOMMENDATIONS i_ — LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. PROVIDE FUJIMAC 10ORII BLOWER IN VENTED _ _ ENCLOSURE ON CONCRETE PAD t N ^ BENCHMARK: o 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND INSTALL PER MANUFACTURERS RECOMMENDATIONS I NAIL SET IN TREE ROOT o / I SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL EL=55.70' (NAVD88) ARE THE PRODUCT OF THE LAND SURVEYOR. A � 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" f S3 5. SITE IS IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY TAX MAP Sg j 8'0 OXD8' DRY WELL PORCH 1000, SECTION 010, BLOCK 9, LOT 1.4. I - FOR ROOF RUNOFF !, CO (TYP. SEE DETAIL) 6. TOTAL AREA = 1.05( ACRES. PROVIDE SYSTEM CONTROLS do ALARM MOUNTED TO BUILDING EXTERIOR PROPOSED PROVIDE WEATHER PROOF ENCLOSURES � 7. SITE IS LOCATED IN ZONING DISTRICT R-40. AS REQUIRED (TYP) / 5 BEDROOM RESIDENCE �`� 8. VERTICAL DATUM IS BASED ON THE NORTH AMERICAN VERTICAL (ALL COMPONENTS TO BE HARD WIRED) O �j \ TOF=58.5 PROVIDE 6' SDR 35 DATUM OF 1988 (NAVD88). \ 7- \ ROOF DRAIN OUTLET \ j`J�- ( �. 3 0 0.5% MIN. i � o PROVIDE CONCRETE I ,t WASHOUT PIT (SEE DETAIL) PROVIDE do MAINTAIN A CONTINUOUS UNE OF 2 L SILT FENCE THROUGHOUT CONSTRUCTION a� (TVP. SEE DETAIL) \ 57 I RAZE & DISPOSE OF EXISTING RESIDENCE (TYP) o0 � No. Submittal/Revision App'd By Date EXISTING SEPTIC TO BE _ I ; EXISTING DRY GARAGE PUMPED AND FILLED W/SAND \ W ,r, "'-��" TO REMAIN PROVIDE FORM WWM-080 �/ o LOAM, SEED & STABILIZE ALL \14' 5' 5' �n S 81'21'48" W REMOVE & REPLACE EXISTING 3' \ 1 141.55' PAVED DRIVEWAY & DISTURBED AREAS (TVP) \ // ram PARKING AREA (TYP)CL LEGEND PROPERTY LINE PROVIDE NEW POLYETHYLENE WATER SERVICE \ ./ ABUTTERS LINEtn —— o COORDINATE WITH FISHERS ISLAND WATER COMPANY \ I \ EDGE OF PAVEMENT 00 AS REQUIRED (TYP) ` EXISTING CONTOUR ___ 56 ——— a TREE LINE a- STONE WALL UJ ~ PROVIDE PAVED TRANSITION BETWEEN RETAINING WALL ^ }I \ EXISTING STONE RETAINING WALL NOW OR FORMERLY N/F Z \ \ AND EDGE OF DRIVEWAY (TYP) BOUNDARY POINT 0 SITE PLAN MONUMENT TOP OF WALL TW BOTTOM OF WALL BTW Ln 0 o Designed By: Drawn By: Checked By: o PMP ZBC/PMP o Issue Date: Project No: Scale: Z 03/13/2023 080561 1"=30' z_ LAJ _ Drawing No.: i 30 15 0 30 SHEET 1 ai GRAPHIC SCALE IN FEET a I a \ 5 �A4 0 777 I rQ�ui Q{. 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", '-' .... :. a �u V I .11, � 7 " r-11-1 : :1 : I I , I % � A ,a WINDOW SCHEDULE WINDOW ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS TYPE MANUFACTURER TYPE No. WIDTH HEIGHT WIDTH HEIGHT "U" VALUE EGRESS NOTES <� E A MARVIN DOUBLE HUNG CUSTOM WIDTH 3'-8114" 5'.8" 3'-7114" 5'-71/2" 03 Y LAu B MARVIN DOUBLE HUNG CUSTOM WIDTH T-4114" 5'.8" T-3114" 5'-7112" 0.3 Y .- p u C MARVIN DOUBLE HUNG UDGH2 3626 3'-6114" 5'-0" T-5114" 4'-11112" 0.3 Y ' D MARVIN DOUBLE HUNG UDGH2 3226 3'-2114" 5'-0" T-11/4' 4'-11112" 0.3 Y ° E— r E MARVIN DOUBLE HUNG UDGH2 3026 T-0114" 5'-0" 2'-11114" 4'-111/2" 0.3 N U l F MARVIN DOUBLE HUNG UDGH2 2426 2'-6114" 5'-0" 2'-5114" 4'-11112" 0.3 N MULL(2)F WINDOWS TOGETHER(TOTAL R.O.WIDTH:4'-11 112") O G MARVIN AWNING CUAWN3648 3'-1" 3'-11518" 3'-0" 3'-11118" 0.3 N H MARVIN AWNING CUAWN3636 3'-l" 2'-115/8" 3'-0" 2'-11 118" 0.3 N J MARVINAWNING CUAWN3232 12'-9" 2'-7 518" 2'-8" 2'-7118" 0.3 N � L? K MARVIN AWNING I CUAWN4828 4'-1" 2'-3518" 4'-0" 2'-3118" 0.3 IN " r M M, GENERAL WINDOW 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 SUMBITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. 2)PROVIDE SHOP DRAWINGS FOR REVIEW. 3)SEE WINDOW ELEVATIONS FOR MUNTIN PATTERN. 5)ALOVIDE TEMPERED LMARVIN WINDOWS TOSS AS BE HURRICANE RATED BUILDING CODES. RAT D(Z3) h0,f�,�s° X60 � c• °°� �'�' rs WINDOW OPTIONS: ` 1)EXTERIOR ALUMINUM CLAD-STONE WHITE 'a o ►� '11y • 2)SCREENS-HALF SCREENS FOR DOUBLE HUNG WINDOWS;COLOR TO MATCH WINDOW EXTERIOR(STONE WHITE),CASEMENT/AWNING:WOOD INTERIOR SCREENS(PRIMED) 3)HARDWARE-DOUBLE HUNG:SASH LOCKS,CASEMENT/AWNING:FOILDING CRANK(WHITE) 4)MUNTINS-518"SDL W/BLACK SPACER BAR 5)INTERIOR-PRIMED f�`�•�rR 4'�n�"'�� 6)GLASS: MANUFACTURER-MARVIN GLAZING-DOUBLE PANE TYPE-CLEAR LOW-E 270 U-VALUE-0.31 SHGC-.050 VT-0.57 CR-55 GAS-ARGON FILLED 7)EXTEROR CASINGS&SUBSILLS-2"AZEK SUBSILL,5/4X4 CEDAR CASINGS. 8)JAMB EXTENSION-TBD 9)PROVIDE COPPER SILL PAN&VICOR FLASHING AT ALL WINDOWS&COPPER HEAD FLASHING @ WINDOW HEAD CASING 10)INTERIOR CASINGS,STOOLS&APRONS:SEE DETAIL DRAWINGS I� H 3'-81/4" R.O. 3'-41/4" R.O. n/ 31-61/4" R.O. 3'-21/4" R.O. 3'-0114" R.O. � 4'-11 1/2" R.O. � U 0 0 0 0 0 0 co �o iI in o 0 0 0 in in in I ====Ul —1 EL ID WINDOW A WINDOW B WINDOW A O C WINDOW D WINDOW E WINDOW F L 1/2"= 1'-0" 1/2" = 1'-0" 112"= 1'-0" 1/2'= 1' 0" 1/2'= 1' 0" 112" CL = 1'-0" w 3'-1" R.O. il. N / \ 3'-V R.O. 2' 9" R.O. n / \ o / \ 4'-1" R.O. 00 o / \ o / \ ,n / \ v I I WINDOW G U WINDOW H WINDOW J WINDOW KCn 1/2"= 1'-0" 1/2' = V-0" 1/2" = l'-0" F 1/2" = 1'-0" 3: r O A5 ,00 tC$ DOOR SCHEDULE ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS � 1- No. MANUFACTURER MODEL No. STYLE MATERIAL WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS HARDWARE SET NOTES E 001 THERW-TRU CCR100 EXTERIOR DOOR 3'-6112" 6'-10112" T•6" 6'-6" 2114" tn 002 SIMPiON F-55 5 PANEL DOOR 3'-2112" 6'-10112" T-0" 61-81 1314" & 003 SIMPSON F-55 5 PANEL DOOR 3'•2112" 6'-10112" 3'-0" 6' 8" 1314" (n r �-, 004 SIMPiON F-55 5 PANEL(PAIR) 0'•13/4' 6'-10112" 5'-6" 6'-8" 1314" 005 SIMPSON F-55 5 PANEL(PAIR) 0'-1 314" 6'-10112" 5'•8" 6'-8" 1314" R' 006 SIMPSON F-55 5 PANEL DOOR 3'-2112" 6'-10112" T-0" 61-8" 1314" W w 100 TB) 2 PANEL DOOR T-4112" 6'-10112" 3'-2" T.0" 2114" _ o 100B CUSTOM SCREEN SCREEN DOOR 0'-0" 0'-0" 3'-2112" T-0" 1114" •„Q (J 100C TB) SIDELIGHT 2'•6112" 6'-10112" 2'-4" T-0" 1314" • cr 100D TB) SIDELIGHT 2'-6112" 6'-10112" 2'-4" T-0" 1314" "'+ �`n 101 CASED OPENING 6'-8112" T-8112" 6'-6" T-6" r 102 TB) 2 PANEL DOOR T-2112" 6'-10112" T-0" T-0" 2114" �^ 103 MARYIN CUIFD Custom FRENCH DOOR T-2112" T-6112" 3'-1112" T.6" 1314" 104 CUSTOM SCREEN SCREEN DOOR 01-01 0'-0" 2'-10" 6'-B" 1" cr 105 CUSTOM SCREEN SCREEN DOOR 0'-0" 01-01 2'-10" 6'-B" 1" M' 106 MARVIN ULSDPKTTBR12070 CLAD DOOR WIWOOD 11'-7" T-6 718" 11'-7" T-6 318" 2 314" FRAME 107 MAR'VIN CUIFD Custom FRENCH DOOR T-2112" T-6112" 3'-1 112" T-6" 1314" 108 CASED OPENING 5'-4112" T-6112" 5'-2" T-6" 109 CASED OPENING 8'-6112" T-8112" 8'-4" T-6" 110 SIMPSON F-55 5 PANEL(PAIR) 4'-2112" 6'-10112" 4'-0" T.0" 1314" ,•`'' yo40" 111 CASED OPENING T-4112" 7'-2112" 3'-2" T•0^ ,.' � ••..e�••.. '••��' 112 SIMPSON F-55 5 PANEL(POCKET) T-2112" 6'-10112" T-6" 6'-8" 1314" •"�P y° 113 SIMPSON F-55 5 PANEL(POCKET) T-2112" 6'•10112" 3'-6" 6'-8" 1314" 114 CASED OPENING 3'-2112" 6'-10112" 3'-0" 6'•B" -- ro 'i CSZ l'ry Oo w 114 SIMPSON F-55 5 PANEL(POCKET) 6'-2112" 6'-10112" T-0" 6'-6" 1314" r�;�f•,,c 115 SIMPSON F-55 5PANEL DOOR T-2112" 6'-10112" T-0" 6'-8" 1314" ".' ' �•'• SY6,' 116 SIMPSON F-55 5 PANEL DOOR 3'-2112" 6'-10112" 3'-0" 61-81 1314" i9w iN'Re4. 511PG 117 CASED OPENING 2'-10112" 6'-10112" 2'-8" 6'-8" 118 SIMPSON F-55 5-PANEL(PAIR) 4'-2112" 6'-10112" 4'-0" 61-81 1314" 119 SIMPSON F-55 5-PANEL(PAIR) 4'-2112" 6'-10112" 4'-0" 6'-8" 1314" 120 SIMPSON F-55 5-PANEL(PAIR) 4'-2112" 6'-10112" 4'-0" 6'-8" 1314" 121 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 61-8" 1314" 122 SIMPSON F-55 5 PANEL DOOR 2'-B 112" 6'-10112" 2'-6" 6'-8" 1314" 123 CASED OPENING T-2112" 6'-10112" T-0" 6'-8" 124 CASED OPENING T-2112" 6'-10112" 3'-0" 6'-8" 125 CASED OPENING 4'-2112" 6'-10112" 4'-0" 6'-B" �--( 126 CASED OPENING 3'-10112" 6'-10112" 3'-8" 6'-B" 127 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1314" 200 SIMPSON F-55 5 PANEL(PAIR) 5'-2112" 6'-10112" 5'-0" 6'-8" 1314" ., 201 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6' 8" 1314" 202 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 13/4" 203 SIMPSON F-55 5 PANEL DOOR 2'-8112" 6'-10112" 2'-6" 6'-8" 1314" 204 SIMPSON F-55 5 PANEL DOOR 2'-10 1/2 6'-10112" 2'-8" 6'•8" 1314" 205 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1314" 206 SIMPSON F-55 5-PANEL(SLIDING PAIR) 5'-2112" 6'-10112" 5'-0" 6'-B" 1314" 207 SIMPSON F-55 5-PANEL(SLIDING PAIR) 5'-2112" 6'-10112" 5'-0" 6'-8" 1314" (� 208 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-B" 1314" 209 CASED OPENING 2'-10112" 6'-10112" 2'-8" 6'•8" 210 MARYIN CUIFD2868 FRENCH DOOR 2'-10112" 6'-10112" 2'-9112" 6'-10" 1314" J 211 MARYIN CUIFD2868 FRENCH DOOR 2'-10112" 6'-10112" 2'-9112" 6'-10" 1314" w 212 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-B" 6'-B" 1314" 213 SIMPSON F-55 6 PANEL(PAIR) 4'-2112" 6'-10112" 4'-0" 6'-8" 1314" V 214 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1314" 215 SIMPSON F-55 5 PANEL DOOR 2'-8112" 6'-10112" 2'-6" 6'-8" 1314" 216 SIMPSON F-55 5 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-B" 1314" 217 SIMPSON F-55 6 PANEL(PAIR) 4'-2112" 6'-10112" 4'-0" 61-8" 1314" 218 SIMPSON F-55 5 PANEL(PAIR) 5'-2112" 6'-10112" 5'-0" 6'-8" 1314" 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. 2)SEE PLANS FOR HANDING. 3)PROVIDE ARCHITECT SHOP DRAWINGS FOR REVIEW 4)DUMMY KNOBS ON DOUBLE CLOSET DOORS W/MAGNETIC CATCHES 5)POCKET DOORS TO HAVE HAFELE HARDWARE-HAWA JUNIOR 40/Z 6)ALL INTERIOR DOORS TO BE SHOP PRIMED o U- 7) 7)ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING w CL y/{ N O r' i o 4.0 � 12 G"i a 24I 4-J 'r U bA U) 3 W Q E 2X12 RAFTERS @ 16"O.C; U Lo W/CLOSED CELL FOAM Of c� INSULATION(R-73) BLOCKING AS REQ'D x M, a 3/4"T&G ADVANTECH SUBFLOOR a 2 FL. S_UBFLR — — — — — — 69' -41/411 2X10 FLOOR - � ,,E`i�o�•" _�,�+a��v JOISTS @ 16"O.C. MIN.2 LIFTS OF CLOSED .```r°rt�� CELL FOAM AGAINST - � d e� � � co STRUCTURAL RIM 2X8 CURVED . r• V r RAFTERS @ 16" O.C.;SEE RED CEDAR SHINGLES :��,�•':;� ,.•.•'5�.� TEMPLATE N @ 5"T.W. + 1XSTRAPPINGfi N Fx� ._ @ 16"O.C. C11 ICE&WATER SHIELD UNDERLAYMENT 1/2"GYP.BD. 2'-51/2" TRIPLE STARTER COURSE DRIP EDGE -- 2X4 JOISTS @ 16"O.C. 6T-1 1/2" L.C.C.FLASHING - � 1X4 SOFFIT BOARDS W/1/4"GAPS& 5"HALF ROUND HANGING 1/2"GYP.BD. INSECT SCREEN BEHIND COPPER GUTTER CUSTOM BED MOLDING 1X CEDAR FASCIA 1X6 SHIPLAP NICKEL-GAP POPLAR(PAINTED) 5/4X FRIEZE - - H RED CEDAR SHINGLES @ 5"T.W. BENJAMIN OBDYKE HYDROGAP �T4 W 1/2"CDX PLYWOOD SHEATHING U 2X6 STUD WALL;FILL W/CLOSED CELL FOAM INSULATION (R-36) (� - H 1 TYPICAL MAIN ROOF EAVE 1 1/2"= 1'-0" CD HARDWOOD FIN.FLOOR 3/4"T&G ADVANTECH SUBFLOOR 1ST FL. SUBFL. o 58' _71/4" o 2X10 FLOOR JOISTS @ 16"O.C. MIN.2 LIFTS OF CLOSED (2)2X6 P.T.SILL7, CELL FOAM AGAINST STRUCTURAL RIM " w y ° - 1 i T/ FND. WALL 1/2"GYP.BD. •" • TERMITE SHIELD 57' -61/4" N, PARGE EXPOSED CONCRETE `r FINISH GRADE : o co 11/2 2X4 STUD WALL W/GAP BEHIND;FILL W/CLOSED CELL FOAM(R-32) _ 10"REINFORCED CONC.FDN; ' < ':.' ^C SEE STRUCTURAL DRAWINGS FOR STEEL LOC. 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D LEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) : : : : . : : : ; ; : > ; ' . . . . . . ... - . . .. . .. ... . ....--. ........... ............—._....................... <: : : : : : : : : : : : . . . : : : : : I DUPLEX RECEPTACLE OUTLET THRE W W a E AY S ITCH �wP CEILING FIX `'`” WAT R O TURE RE C ESSE D E PRO OF ( P DU L X E R P ECE TACL T r E OU T LE CEI IN FI FOUR WAY I L � X TUR E RE CESSE D 4 SW TC H TT GFI C W GR I OJND FA ULT IN TERC EPT CIR IT CU WA A is I / LLWS HER I HOR Z ONTAL Y M L OUN T SWIT CH W DIMM R TED OU LET IN 0 E ;:: / BB A WALL SCO NC E � B S EB OAR D 0 ; i ', 's : : . . - - WATERPROOF SWIT H — wP C UA Q DRUP LEX REC PT LE OUT LET UND R A ® E C B 7t" INET I L GHTIN G . : : I DUP LEX R T EC EP A CLEOT U LET FLU R 0 ESC ENT XT FI UR <'` A E J MB AC IVA T TED SWIT H � I J C F o II r F ULL WIT D S CH ED P NU OBER RF E ERS T 0 LEN T i ': ; ( GH ` I CLE OUTLET i DUPLEX R : : : : : : : : : : : : : : : : :'s I I : : _........... LIGHTED SWITCH EC EPTA :::: HALF SWITCHED — CEILING MOUNTED TRACK LIGHT �' DUPLEX SPECIAL PURPOSE EXTERIOR P f:;,wrr' S OT I ® L BHT Tf REC P E TAC LE OUTL T E ^y� �C EAV M E OUNT ED SYM BOL PAN ELS REC ESSED PI T C UR E L GHT T T OU LE C I IN F EL G M OUNT ED X A EHUSTF AN .F t n: N I ELECTR CA PA L NEL D P CEI IN P <r U LEX FL L G A OOR OUT T D f ❑ LE DLE FA N N ;�.' ELECTRI A O C L SUB PA NEL UADRUP ® LEX F Q LOOR OUP T I _E T - ELEPHON E OUT T LE CAT 5 WIR I< E : : : : : : :. TELEPHONE PANEL Z W/RJ11 PORT ALL SWITCHES ON DATA OUTLET CAT-5 WIRE W 4 %> DATA PANEL 2 PORT /RJ 5 SYMBOL DETECTORS/ALARMS/CONTROLS DIMMERS UNLESS CABLE MODEM COMBO PHONE & DATA OUTLETS, r$'' — CAT-5 WIRE W/RJ11 PORT & CAT-5 O COMBINED SMOKE/CARBON OTHERWISE N OTE D 4-PORT NETWORK MONOXIDE DETECTOR ""k` WIRE W/RJ45 PORT ROUTER ;:. ': , , - (((4)�� WIRELESS NETWORK TV COAXIAL CABLE JACK FOR CO CARBON MONOXIDE DETECTOR � JJ ROUTER TELEVISION OR COMPUTER � (WALL MOUNTED) Q — o COAXIAL CABLE JACK FOR BOTH O —I TELEVISION & COMPUTER H HEAT DETECTOR � 0 r :: SYMBOL FIRE ALARM SYSTEMS LT LOW TEMP DETECTOR —I : `" L� Q ❑FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS ` Q THERMOSTAT 0 U fes. SPRINKLER O CEILING SPEAKERS (RECESSED) H </'I � 4 HUMIDISTAT ",: 0 U FIRE ALARM Q HORN/STROBE SP SPEAKER JACK (WALL MOUNTED) HRV HEAT RECOVERY VENTILATION 44 C� IBJ �`` CONTROLS LTJ —I �H cry W V FIRE PULL STATION gp SPEAKER JACK (SURFACE MOUNTED) 0 ALARM KEYPAD ::�"""f„ € -, Lk EXIT SIGN 4 AUDIO VOLUME CONTROL le ALARM MOTION DETECTOR EM EMERGENCY LIGHTING w DOOR BELL Q ALARM DOOR CONTACT 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 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 0 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT,: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING (T3 4-J o L, N �-1 0 0 � A� w o ' 0 � = O 0 ASSOCIATES STRUCTURAL ENGINEERS 860 Walnut Street Newton Centre,MA 02459 617.244.1612 617 2 fax al 244 173x r` ' w sie elassociates com EE� —771 6-7 ' I _ , I f F y � : - I _ =��`=--_.�„_--- �`---� - • ;�' � �: �` � `'_-- _--- rte+ + t 7 , 1 Cl- ------------------- CD o a o z N ENGINEERING MODEL REPRESENTATION FOR REFERENCE ONLY ISOMETRIC VIEW - FOUNDATION & FRAMING (::)- Scale: +..+ 00 �..r O N O � � O V) 1.4 �O 0 .v U �i U F' . W 0 0 = O Q cn 0 110 m A :t....+.. +4... '' • 'ate 41 ASSOCIATES STRUCTURAL ENGINEERS 860 Walnut Street Newton Centre,MA 02459 617.244.1612 tel *` 617.244.1732 fax www.siegelassociates.com / _ F' _ � U Tr/ W H W d r7 WN O N A � r� O � U Ln CD a o z N N - ENGINEERING MODEL REPRESENTATION FOR REFERENCE ONLY ISOMETRIC VIEW- FOUNDATION (:::) Scale: C'C3 GENERAL CONDITIONS STRUCTURAL STEEL 20 UNLESS N A35 FRAMING ANCHOR ATOEACH RATHER OFTER/RIDGE BEAM INTNNECTOR IS CALLED ERSECTION ANUT,PROVOE DD TWO WHNE OEN RAFTERS ARE POST LEGEND SHEARWALL NOTES 00 1. ALL WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION 1. STRUCTURAL STEEL DESIGN,DETAILING,FABRICATION AND ERECTION SHALL DOUBLED OR TRIPLED(ONE EACH SIDE), 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 �-•-1 0 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 115 THE MEMBER DEPTH PU POST UP 1. SHEARWALLS CONSTRUCTION: �-+ o CU COLUMN UP CollSHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. B. A1SC CODE OF STANDARD PRACTICE, CURRENT EDITION. NOR MORE THAT 2"IN DIAMETER,AND SHALL NOT BE LDCATED NEARER TO THE END OF LC UP LALLY COLUMN UP • SHEATHING TO BE%"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 TO PLAN AND SECTIONS FOR ADDITIONAL INFORMATION 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 m 4. THESE STRUCTURAL DRAWINGS 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 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 (~j H #-2x4 BUILT-UP(#)2x4 POST PER PLAN W R; DRAWINGS. REQUIREMENTS. BLOCKING TO MATCH UPPER POST SIZE. #-2x6 BUILT-UP(#)2x6 POST PER PLAN NUMBER AND THREADED ROD SIZE. W 0 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 4 0 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 44 44 FIR POST 2. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH p 6x6 6x6 FIR POST 2 DRAWINGS. B. ALL OTHER SHAPES,PLATES AND FABRICATIONS: ASTM A36 POSTS LAND ON THESE BEAMS,INFILL GAP WITH 114"PLYWOOD FOR SOLID BEARING. DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS. ' PT ACQ PRESSURE TREATED POST PER PLAN U �t r- 6, NO DEVIATION FROM WHAT IS SHOWN ON THESE STRUCTURAL DRAWINGS IS C. HOLLOW STRUCTURAL SECTIONS(HSS): ASTM A500, GR. B .--� Ln HSS HOLLOW STRUCTURAL SECTION PER PLAN � � ' PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF SAI.ALL UNAUTHORIZED D. STRUCTURAL STEEL PIPES: ASTM A53, GR. B 3. REFER TO PLANS AND SECTIONS FOR STUD SIZES,STUDS SHALL BE Q a� ,n LC CONCRETE FILLED LALLY COLUMN 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 HELICAL PILES HDU# SIMPSON HDU HOLDOWN PER PLAN cn � CONTRACTOR'S EXPENSE. F. MACHINE BOLTS(WOOD TO STEEL CONNECTIONS): ASTM A307 PLAN. 7. THE CONTRACTOR IS RESPONSBLE FOR THE DESIGN AND SAFE EXECUTION OF ALL G. ANCHOR BOLTS: ASTM F1554,GR 36(U.N.0.) PSL PARALLEL STRAND LUMBER POST PER PLAN 0 � TEMPORARY SHORING,BRACING, OR OTHER PROTECTION DURING CONSTRUCTION. 4. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE 1. TECHNO METAL POSTS(TMP)SHALL BE TECHNO METAL POST AS A MINIMUM STANDARD a OF QUALITY. SUBSTITUTIONS ARE NOT ALLOWED UNLESS SPECIFICALLYAPPROVED BY 4. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO � THE STRUCTURAL DRAWINGS INDICATE THE FINISHED CONDITION ONLY, WITHOUT WRITTEN APPROVAL OF THE ENGINEER. NOT OVER DRIVE NAILS INTO PLYWOOD. NAIL HEADS SHOULD BE FLUSH ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL 5. WELDED SHOP CONNECTIONS SHALL CONFORM TO THE STRUCTURAL WELDING CODE THE ENGINEER. DENOTES WITH PLYWOOD FACE. OVER DRIVING NAILS GREATLY REDUCES THE ACHIEVE THIS RESULT. (AWS D1.1)USING E70XX ELECTRODES,HIGH-STRENGTH SHOP CONNECTIONS SHALL 2. THE PILES AND COMPONENTS MUST BE FABRICATED WITH STEEL CONFORMING TO POST UP EFFECTIVENESS OF THE SHEARWALL. 8. UNLESS NOTED OTHERWISE,DETAILS, SECTIONS AND NOTES SHALL BE CONSIDERED CONFORM TO ASTM A325. ASTM A 500, GR. C. TYPICAL FOR ALL OTHER SIMILAR CONDITIONS. 6. FIELD CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED CONNECTIONS CONFORMING 3. THE PILES AND COMPONENTS SHALL BE HOT-DIP GALVANIZED. QJ PILE INSTALLERS MUST BE TRAINED AND CERTIFIED BY THE HELICAL PILE �p 9. SA!SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION TO ASTM A325;314"MINIMUM BOLT DIAMETER. 4. MANUFACTURER EXPERIENCED AS SPECIALISTS IN THE INSTALLATION OF SIMILAR ISSUES, WHETHER RELATED TO CONCRETE SLABS, FOOTINGS,FOUNDATIONS, OR 7. PROVIDE STIFFENER PLATES AT ALL BEAM-OVER-COLUMN AND BEAM-UNDER-COLUMN POST p0 OTHERWISE. LOCATIONS, UNLESS NOTED OTHERWISE. STRUCTURES TO THOSE REQUIRED FOR THIS PROJECT. GRAPHICAL 10. STRUCTURAL FRAMING LOCATIONS ARE DICTATED BY WALLS AND OTHER CONDITIONS 8. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS OTHERWISE 5. LAY OUT THE HELICAL PILE LOCATIONS AS DESIGNED ON THE DRAWINGS AND ENSURE SYMBOL QQ� THAT THE LOCATION OF EACH PILE 1S WITHIN THE PRESCRIBED LIMITS OF THE g� �^''' THAT ARE DIMENSIONED ON THE ARCHITECTURAL DRAWINGS. CONTRACTOR TO NOTED. COORDINATE WITH ARCHITECTURAL PLANS FOR MEMBERS TO RECEIVE SPRAY PROJECT PLACE PILE UNDER CENTERLINE OF SUPPORTED MEMBER UNLESS NOTED \ DENOTES SHEARWALL , AA ( `', v„ E(B"!E[L. POSITION STRUCTURAL FRAMING ELEMENTS USING STRUCTURAL DRAWINGS IN APPLIED FIREPROOFING. SUPPORTING EDGE NAIL SPACING <" + . =:• � `- CONJUNCTION WITH ARCHITECTURAL PLANS AND SECTIONS. 9. ALL STRUCTURAL STEEL EXPOSED TO THE WEATHER SHALL BE GALVANIZED. OTHERWISE. POST r' ^M ``�� 'c =' ASSOCIATES y6 i-.R Z a• 10. PROVIDE 114"THICK LEVELING PLATES AND 314"OF NON-SHRINK GROUT UNDER ALL 6. PILE INSTALLERS SHALL FOLLOWALL MANUFACTURERS'SPECIFICATIONS FOR �F <r ��• �.:, �. �,.� ;,� c, •� F, STRUCTURAL ENGINEERS INSTALLATION REQUIREMENTS. = ....,5. ,•r., $, " a COLUMN BASE PLATES SUPPORTED ON CONCRETE.LEVELING PLATES SHALL BESET � STUD,S��,�PLAI� y�`_.:' FOUNDATIONS x I 860 Walnut Street AND GROUTED SOLID BEFORE ERECTION OF THE COLUMN. . FOR SPAGINUa •, � ,_' ;; c Newton Centre,MA 02459 11, STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR '''�� ax"-.,;'�; -�.`'«r � r�.,� 1. ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND ;, ' THEREFORE MUST BE VERIFIED BYA QUALIFIED GEOTECHNICAL ENGINEER OR APPROVAL. THESE DRAWINGS SHALL SHOW COMPLETE AND ACCURATE MEMBER DESIGN CRITERIA ;��'�`, �Sta7 617.244.1612 tel LAYOUT SIZES GRADE,DIMENSIONS, CONNECTIONS, OPENINGS,ACCESSORIES,AND SHEAR PANEL LENGTH J E�;.E 617.244.1732 fax APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO DIFFER THAN THOSE : ASSUMED,NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION ALL OTHER INFORMATION NECESSARY FOR COMPLETE AND ACCURATE FABRICATION 1. DESIGN LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH THE NEW YORK STATE ;! ....:,.. ; �� www.siegelassociates.com AND ASSEMBLY OF THE MEMBERS.PROVIDE TEMPLATES OR LOCATIONS DRAWINGS BUILDING CODE,2020 EDITION AND ASCE 7-16"MINIMUM DESIGN LOADS FOR BUILDINGS PLYWOOD SHEATHING �� = "` REDESIGN. FOR INSTALLATION OF ANCHOR BOLTS. AND OTHER STRUCTURES." 2. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON INORGANIC, UNDISTURBED SOIL OR ON CONTROLLED STRUCTURAL 2. GRAVITY LOADS: BACKFILL AS REQUIRED.ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY ROUGH CARPENTRY CONCRETE. A. DEAD LOADS: SYMBOLS LEGEND 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 a. ROOFS: 18 PSF SHEARWALL SYMBOL ON BOTH FEET,OR AS MODIFIED BY THE STRUCTURAL ENGINEER,BELOW THE LOWEST SPECIFICATION FOR WOOD CONSTRUCTION,"ANSI/AWS NDS-2015. b. FLOORS: 15 PSF _ SIDES OF SHEAR WALL INDICATES ADJACENT GROUND EXPOSED TO FREEZING.ANYADJUSTMENT OF FOOTING 2. UNLESS NOTED OTHERWISE, STRUCTURAL WOOD FRAMING SHALL HAVE THE c. INTERIOR WALLS: 10 PSF 1. SHEARWALL = ) °) DOUBLE-SIDED SHEARWALL. ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE APPROVAL OF THE FOLLOWING MINIMUM PROPERTIES: B. LIVE LOADS: INSTALL PLYWOOD SHEATHING ON ARCHITECT AND ENGINEER. A. FOR 2-4"(NOMINAL) THICKNESS KILN DRIED MEMBERS: SPRUCE-PINE-FIR(SPF) a. FLOORS: 40 PSF 2. INTERIOR BEARING WALL = 7� BOTH FACES OF WALL 4. ASSUMED SOIL PROPERTIES: NO.1/NO.2 OR BETTER WITH THE FOLLOWING PROPERTIES: C. SNOW LOADS(AS STIPULATED IN THE NEW YORK STATE CODE AMENDMENTS): A. MINIMUM SOIL BEARING CAPACITY. 3000 PSF a. ALLOWABLE BENDING STRESS,Fb=875 PSI a. GROUND SNOW LOAD,Pg: 30 PSF 3. BEARING WALL ABOVE = C B. LATERAL EARTH PRESSURE: 70 PCF(RESTRAINED) b. ALLOWABLE SHEAR STRESS,Fv= 135 PSI b. FLAT ROOF SNOW LOAD,Pf, 21 PSF 45 PCF(UNRESTRAINED) c. COMPRESSION PARALLEL TO GRAIN= 1,150 PSI 4. STEEL MOMENT RESISTING CONNECTION = k x F� 5. FOOTINGS SHALL BE CENTERED BELOW COLUMNS AND WALLS ABOVE, UNLESS NOTED d. COMPRESSION PERPENDICULAR TO GRAIN=425 PSI 3. LATERAL LOADS: x x x X f-•-� OTHERWISE. e. MODULUS OF ELASTICITY,E= 1,400,000 PSI A. WIND LOADS: 6. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR B. FOR 24 (NOMINAL)THICKNESS PRESSURE TREATED(PT)MEMBERS: a. BASIC WIND SPEED, Vult: 137 MPH MATERIALS PLACED IN 6"LAYERS. LAYERS SHALL BE COMPACTED TO 95% DENSITYAT SOUTHERN PINE NO.2 OR BETTER WITH THE FOLLOWING PROPERTIES: b. OCCUPANCY CATEGORY: I! �I OPTIMUM MOISTURE CONTENT,AS DEFINED BYASTM 01557,METHOD D. ba.. ALLLOWABLLE SHEAING STRESS,R STRESS,Fv b 175 5PS SI c. WIND EXPOSURE: D COMMON ABBREVIATIONS 7. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BRACED TO PREVENT MOVEMENT.FOR WOOD FRAMED RESIDENTIAL c. COMPRESSION PARALLEL TO GRAIN= 1,250 PSId. COMPRESSION PERPENDICULAR TO GRAIN=565 PSI CONSTRUCTION,NO BACKFILLING OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR I-I DECK HAS BEEN FRAMED AND SHEATHED, UNLESS WRITTEN APPROVAL IS GIVEN BY e. MODULUS OF ELASTICITY, E= 1,400,000 PSI A.B. ANCHOR BOLT HOLD O WN UNIT SCHEDULE THE ARCHITECT OR ENGINEER. C. FOR 5"(NOMINAL) THICKNESS AND LARGER KILN DRIED AND PRESSURE ARCH. ARCHITECT I 1 8. HOLDOWNS AND POST ANCHORS ARE TO BE INSTALLED IN ACCORDANCE WITH ANCHOR TREATED(PT)MEMBERS:SOUTHERN PINE NO.I OR BETTER WITH THE BM. BEAM FOLLOWING PROPERTIES: BRG. BEARING SAI NOTATION SIMPSON NAME ANCHOR BOLT>� A.B. CONCRETE EMBED, MANUFACTURER INSTALLATION SPECIFICATION AND ICC-ESR REPORT REQUIREMENTS. a. ALLOWABLE BENDING STRESS, Fb= 1,350 PSI BTWN. BETWEEN W W ANCHORAGE OF THESE COMPONENTS INTO THE FOUNDATION SHALL BE CAST INTO THE CLG. CEILING DTT1Z DTT1Z-SDS2.5 %" 6"*** FOUNDATION, UNLESS NOTED OTHERWISE. DIMENSIONS ARE NOT FURNISHED TO b. ALLOWABLE SHEAR STRESS,Fv= 165 PSI ( , LOCATE EMBEDDED ANCHORS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, THE c. COMPRESSION PARALLEL TO GRAIN=825 PSI COL. COLUMN DTT2Z DTT2Z-SDS2.5 %" 10"** v d. COMPRESSION PERPENDICULAR TO GRAIN=375 PSI CONC. CONCRETE FRAMING SUBCONTRACTOR AND THE FOUNDATION SUBCONTRACTOR TO LOCATE CONT. CONTINUOUS HDU2 HDU2-SDS2.5 %" 18"* THESE ANCHORS IN THE EXACT LOCATION. e. MODULUS OF ELASTICITY,E= 1,500,000 PSI CU COLUMN UP H 9. NO FOUNDATIONS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 3. ENGINEERED LUMBER PRODUCTS SHALL BE TRUSJOIST BY WEYERHAEUSER AS A HDU4 HDU4 SDS2.5 %" 18"* (T . E.W. EACH WAY EXISTING 10. CONCRETE PLACEMENT FOR FOUNDATIONS AND SLABS ON GRADE SHALL BE MINIMUM STANDARD OF QUALITY. SUBSTITUTIONS ARE NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER.ENGINEERED LUMBER FRAMING SHALL E. HDU5 HDU5-SDS2.5 %" 18"* COMPLETED INA SINGLE CONTINUOUS OPERATION, UNLESS NOTED OTHERWISE. HAVE THE FOLLOWING MINIMUM PROPERTIES: FDN. FOUNDATION 11. PROVIDE FOUNDATION DRAINAGE, WATERPROOFING/DAMP-PROOFING,AND FTG. FOOTING HDU8 HDU8-SDS2.5 %" 18"* FOUNDATION WALL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. A. LAMINATED VENEER LUMBER(LVL): 12. PROVIDE METAL OR PVC SLEEVES IN THE FOUNDATION WALLS FOR SEWER, GAS, a. ALLOWABLE BENDING STRESS, Fb= PSI HDR. HEADER HDU11 HDU11 SDS2.5 1" 24" b. ALLOWABLE SHEAR STRESS,Fv=2855 PSI HORIZ. HORIZONTAL ELECTRIC,AND WATER LINES,AS REQUIRED. c. COMPRESSION PARALLEL TO GRAIN=2,510 PSI G.C. GENERAL CONTRACTOR HDU14 HDU14-SDS2.5 1" 24"* d. COMPRESSION PERPENDICULAR TO GRAIN= 750 PSI LC LALLY COLUMN CONCRETE e. LVL LAMINATED VENEER LUMBER *MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUES FOR ALL HDU B. PARALLEL STRAND LUMBER COLUMNS MODULUS OF ELASTICITY, E=2,000,000 PSI A MAX. MAXIMUM PRODUCTS BASED ON CAST-IN-PLACE CONSTRUCTION UNLESS 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST a. ALLOWABLE BENDING STRESS,Fb=2,400 PS! MFR, MANUFACTURER OTHERWISE NOTED BY ENGINEER. EDITION OF ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" b. ALLOWABLE SHEAR STRESS,Fv= 190 PSI MIN. MINIMUM **MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUE USINGM.O. MASONRY OPENING MECHANICAL ANCHOR. U AND ACI-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE." c. COMPRESSION PARALLEL TO GRAIN=2,500 PSI W 2. UNLESS NOTED OTHERWISE,CONCRETE SHALL ACHIEVE A MINIMUM 28-DAY STRENGTH d. COMPRESSION PERPENDICULAR TO GRAIN=545 PSI N.T.S. NOT TO SCALE �+ AS FOLLOWS: e. MODULUS OF ELASTICITY,E= 1,800,000 PSI O.C. ON CENTER NOTE:WHERE THERE IS A FOUNDATION SHELF, THREADED ROD V A. FOOTINGS, WALLS,PILASTERS, COLUMNS: 3,000 PSI(NORMAL 4. ENGINEERED LUMBER JOISTS SHALL BE"TJP BY TRUS JOIST BY WEYERHAEUSER.JOIST PT PRESSURE TREATED EMBEDMENT VALUES ARE MEASURED FROM TOP OF SHELF. WEIGHT) SERIES AND SIZE SHALL BE AS INDICATED ON THE CONSTRUCTION DRAWINGS.INSTALL PU POST UP Z B. SLABS-ON-GRADE, STRUCTURAL SLABS,BEAMS: 4,000 PSI(NORMAL JOISTS IN CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS, REQ. REQUIRED WEIGHT) 5. UNLESS SUPPORTED BY HANGERS,ALL JOISTS SHALL HAVE A MINIMUM END BEARING SIM. SIMILAR C. TOPPING SLABS AND PADS: 3,000 PSI(NORMAL OF 2"AND A MINIMUM INTERMEDIATE BEARING OF 3-112". SPEC. SPECIFICATION WEIGHT) 6. ALL STRUCTURAL SHEATHING SHALL CONFORM TO PS-1,PS-2 AND BE APA RATED WITH TYP. TYPICAL 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 15", THE MINIMUM PROPERTIES: U.N.O. UNLESS NOTED OTHERWISE CONTRACTOR MAY SUBMIT FOR REVIEW HIGHER SLUMP MIX DESIGNS INCORPORATING A. SUBFLOOR SHEATHING SHALL BE MINIMUM 23132"THICK TONGUE AND GROOVE, V ORP. VERIFY OR PROVIDE OVERDRIVEN NAILS DIAGRAM W T. VERTICAL THE USE OF PLASTICIZER ADMIXTURES. EXPOSURE 1, C-D GRADE PLYWOOD OR STRUCTURAL 1 GRADE ADVANTECH VLF. VERIFY IN FIELD �- 4. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED FOR SEVERE OSB SHEATHING. PANELS SHALL HAVE A MINIMUM 24 SPAN RATING.FLOOR W/ WITH rj � EXPOSURE. SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE Ld 5. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS PRIOR TO NAILING. EXCEPT WHERE SPECIFICALLY SHOWN. VERTICAL AND HORIZONTAL CONSTRUCTION B. ROOF SHEATHING SHALL BE MINIMUM 19132"THICK, EXPOSURE 1, C-D GRADE JOINTS IN ARCHITECTURAL CONCRETE SHALL ONLY BE MADE AS SHOWN ON THE PLYWOOD OR STRUCTURAL 1 GRADE HUBER ZIP SYSTEM ROOF SHEATHING CONSTRUCTION DRAWINGS;NO DEVIATION IS ALLOWED. PANELS. PANELS SHALL HAVE A MINIMUM 40/20 SPAN RATING. FOR SPANS OF W o 6. CONCRETE PLACEMENT IN COLD WEATHER CONDITIONS SHALL BE IN COMPLIANCE 24"AND GREATER,PROVIDE TONGUE AND GROOVE EDGES OR METAL H-CLIPS JOIST/BEAM PLAN KEY. WITH ACI-306"GUIDE TO COLD WEATHER CONCRETING." CENTERED BETWEEN RAFTERS. d r 7. CONCRETE PLACEMENT IN HOT OR WINDY CONDITIONS SHALL BE IN COMPLIANCE WITH C. WALL SHEATHING SHALL BE MINIMUM 15132"THICK,EXPOSURE 1, C-D GRADE DENOTES DROPPED A �, ACI-305"SPECIFICATION FOR HOT WEATHER CONCRETING." PLYWOOD OR 7116"THICK STRUCTURAL 1 GRADE HUBER ZIP SYSTEM BEAM WITH JOISTS 8. SLABS ON GRADE SHALL BE PLACED AT THE ELEVATIONS AND SLOPES INDICATED IN SHEATHING PANELS.PANELS SHALL HAVE A MINIMUM 24116 SPAN RATING. FRAMING OVER THE OK OK NG THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. SURFACE FLATNESS SHALL BE 118" 7. UNLESS INDICATED OTHERWISE,ALL ENGINEERED LUMBER JOISTS SHALL BE TOP OF BEAM IN 10'UNLESS NOTED OTHERWISE. INSTALLED INA SIMPLE SPAN CONFIGURATION. DENOTES THAT JOISTS 9. NON-SHRINK GROUT SHALL BE VIASTERFLOW 555 BY BASF MASTER BUILDERS OR PRE- 8. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER MUST BE SPLICED o APPROVED EQUAL. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF WOOD IS WITHIN 8"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, OVER BEARING WALL PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. SHALL BE PRESSURE TREATED. OR BEAM. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PREPARATION,INSTALLATION 9. NON-PT BEAM ENDS SET IN CONCRETE BEAM POCKETS SHALL BE WRAPPED IN A SELF- W I I AND CURING. ADHERING RUBBER MEMBRANE. 10. HANGERS AND CONNECTORS SHALL BE BY SIMPSON STRONG-TIE CORP. THE REINFORCEMENT CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S FASTENING REQUIREMENTS.ALL CONNECTORS SHALL BE INSTALLED WITH THE MAXIMUM DENOTES DROPPED W 1. STEEL REINFORCEMENT DETAILING,FABRICATION AND INSTALLATION SHALL BE IN FASTENER QUANTITY, UNLESS NOTED OTHERWISE.ALL CONNECTORS EXPOSED TO BEAM WITH JOISTS CONFORMANCE WITH THE LATEST EDITION OF ACI-318, "BUILDING CODE WEATHER SHALL BE ZMAX GALVANIZED COATED. FRAMING OVER THECD 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 TOP OF BEAM OF CONCRETE REINFORCEMENT." CONFIGURED WITH ONE 2x AS A KING STUD AND THE BALANCE AS JACK STUDS. DENOTES THAT JOISTS 2. REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED. MUST BE CONTINUOUS W 12. SOLID LUMBER POSTS WITHIN WALLS SHALL BE INSTALLED IN JACK CONFIGURATION -1 Ln 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 WITH A MINIMUM TENSILE WITH ONE ADJACENT 2x KING STUD ATTACHED TO POST. WITH NO SPLICES OVER Q CD STRENGTH OF 70 KSI. .WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS. 13. UNLESS NOTED OTHERWISE,PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF BEARING WALL OR BEAM. tl� 4. LAP ALL CONTINUOUS BARS A MINIMUM OF 42 BAR DIAMETERS. 2X12 AND ENGINEERED LUMBER HEADERS AND BEAMS. N 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 UNLESS INDICATED OTHERWISE. BLOCKING BETWEEN JOISTS AT MID SPAN.FOR SPANS EXCEEDING 14 FEET,PROVIDE 6. MINIMUM CLEAR CONCRETE COVER FOR REINFORCING(UNLESS NOTED OTHERWISE): TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE A. FOOTINGS AND CONCRETE CAST AGAINST EARTH: 3" SPAN DENOTES FLUSH BEAM B. FOUNDATION WALLS AND CONCRETE IN CONTACT WITH EARTH: 2" 15PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL JOIST BEARING LOCATIONS. WITH JOISTS HANGING C. INTERIOR EXPOSED WALL FACES: ill .16. PROVIDE DOUBLE JOIST UNDER PARALLEL PARTITION WALLS OR SOLID BLOCKING @ 32" INTO FACE OF BEAM W/ D. FORMED CONCRETE EXPOSED TO WEATHER: 1.5" 0.C. BETWEEN THE CLOSEST TWO JOISTS. SIMPSON HANGERS E. SLABS-ON-GRADE. 1.5" 17GABLE-END WALL STUDS IN CATHEDRAL,PARTIAL CATHEDRAL, OR HIGH CEILING DENOTES THAT JOISTS F. SLABS NOT EXPOSED TO EARTH OR WEATHER: 1" . SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF JL JL _J L J LMUST SPLICED,AND O 7. CONTRACTOR SHALL PROVIDE AND COORDINATE ALL EMBEDDED ITEMS INCLUDING THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BYANY HORIZONTAL PLATES HUNG ON FACE OF BEAM CONDUIT, SLEEVES AND THROUGH PENETRATIONS WITH OTHERS. STEEL REINFORCING OR BEAMS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SHALL NOT BE CUT OR DISPLACED WITHOUT EXPRESSED WRITTENAPPROVAL OF THE 18. MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED t I STRUCTURAL ENGINEER. LUMBER, SHALL ONLY BE SPLICED OVER SUPPORTS. S003 8. TACK WELDING OF REINFORCING BARS IS NOT PERMITTED. 19. PROVIDE SIMPSON H2.5A HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS 9. SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. BEARING POINT. Cd A B D E F G o a� T0" 5'71/4" 5'-'1/4" 5'-71/4" 7,O" 2-5" 54" 4" 74" T_q" o yp. SCREEN PO CH DECK1111�1 9 1 U 10" CONCRETE PIER OPTION:INSTALL TECHNO METAL W o S3.1 ON 2 "O BELLED POSTS IN PLACE OF CONCRETE i-J F' O 10"0 CONCRETE PIER ON 28",0 o T Pr F00 ING TYPICAL PIER PER 11/S3.1 COORDINATE ;..4 _ � o BELLED FOOTING, TYPICAL \ \ \ 10 BEL W DECK I REQUIRED SIZE WITH U BELOW SCREEN PORCH / \ / \ / \ / \ MANUFACTURER, TYPICAL � LO LO I S3.1 I I I I I 0 HOLDOWNAT STEMWALL,PROVIDE 4'-1 1/2" 3'-71/2" 4'-81/2" 3'-71/2" 19'-11 1/4" �* 20-0" 1 '01/ " 3'-71/2" 4'-81/2" 3'-71/2" 12'-01/4" SUPPLEMENTARY REINFORCING AT - HOLDOWN PER DETAIL 2/S3.2. TYPICAL / \ / I \ / / I / / I \ I I I I I ALL HDU8 ANCHORS AND LARGER I I LTi LTi LTi LTi LTi �T� I I ! ..-... I E8 04' 5 �q�OG ------ \ q S3.1 S3.1 ASSOCIATES 1° A J _AG �A % o / Q Q �G `1 \ - i 66 STRUCTURAL ENGINEERS —__------------- S 610 0 010 r- i -- -- ------ — V\• m\�'SO ----------- ----- 1 — / ----- \ 6I c. — -- ----- ---- ---- 1 .0 — — — — • — — — — • , — �„ G — — C'�j — — — i ;, 860 Walnut Street —i �\ -}--� ----- 610--------- ----A -----`�—Li J �� \ • •L `- �; ! {i Newton Centre,MA 02459 r— -- � 0\� -- --------� --------------- • --------------- -��/ \�� 617.244.1612 tel OJO I � jy _! �- --- --------------� � 617.244.1732 fax www.siegelassociates.com I I w Q�1�� Qile� !,oJ p��Q ------------------ ------------d PU, TYPICAL g 1 2'-6"x2'-6"x1'-0" ONCETEFOOTING ! IQJ10� o W/4-#5 BARS E CH WAY BOTTOM ,1� ,10km rn ? 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W/ARCHITECT 10-0' 7'-91/2 7-113/4 10-2 3/4 10-23/4 7'-91/4 8-0118-0' CONOCNRETE TAIR - o - ` TYP. - T - - - - - - - - - - - - rzi- I o I I S3.1 �G S3.1----- 0Q\ �\ - OQN I \G� -- OQ\ N F- / I I I I I I r- - I I d i i �I i I i �I 1 L____-___ _ I "' I I I I I 1 I ° I I I I I I I ► I I I I (f� L---J L- -J L---I L---J I I I I I I .lc L---J I I 1 \, H 12 I i c L— L__ __J L—_ __J o \G,o L_____J MASONRY SUPPORT FOR L- � WOOD CHIMNEY BOX W/ STONE VENEER ABOVE I I I I 2'-6"x 2'-6"x 1'-0"CONCE E FOOTING - 3'-6"x_3'-6"x 1'-6"CONCETE FOOTING_ _ _ _ _ _ I _/ - - - W/44#5 BARS EACH WA y BOTTOM W/5-#5 BARS EACH WAY TOP—&BOTTOM ( I 12"THICK MAT FOOTING W/# I 3'-6"�3'-6"x 1'-6"CONCETE FOOTING I 1 I 12"THICK CONCRETE I I V 0 5 BARS AT 12"EACH WAY, I W/545 BARS EACH WAY TOP&BOTTOM L_ __j FOOTING W/#5 BARS @ 12 I I TOP&BOTTOM BELOW I I `� 't�i GJ GJ' ��C� Jj pJ ,'OC. O.C.EACH WAY, BOTTOM I I BASEMENT WALKOUT WALLS ( I _opQ\ I -- ----- I /,�L ————————— — —————————————————— I -- s 1 .d I °� I __ �— I I I -t__- ------- ----- -------- ------ I ► _ s'OG \� I I I � � L- --1 I I ------- J - I L-----J L-----J e�OG� �\� QJ�G• ( I L �COGsr e�yOG 'O 1 " M 4'0"x�'0"x 3'0"CONCETE FOOTING I I �"0 FA 1 2 I I 4'-0"x 4-0 x 3-0 CONCETE FOOTING tl I I I W/4-#5 BARS EACH WAY TOP&BOTTOM W1445 E RS EACH WAY TOP&BOTTOM S3.2 S3.1 I 2 PROVIDE BEAM POCKETS AT I ALL BEAMS DEEPER THAN I � �OG�Q eG!y I I S3.1 S3.1 � FLOOR FRAMING, TYPICAL I I QJaa� _______ _________---_ -- I I I --- - - ----------•�\--- I I U 1 W I 1 I I ----- ----------------- -------- - -, rF N ---------- 1 I I j I I I 2 1 S3.1 I I I I S3.1 -------- J Li - I �--------� I Nt 3 0_ G I I � I I I S3.1 I 16„ 7,-0„ 7.0" 6" N I I I 1 1 i A I I C) L--------J L---------j I I I s • J �OG\Q J`2p�Q 8'/yOG I GC MUST CONTACT STRUCTURAL I I W ENGINEER OF RECORD(SEOR)TO REVIEW LATERAL FORCE DESIGN Q Q' COMPONENTS PRIOR TO POURING ANY FOUNDATION ELEMENTS, 19'-9" 7'-3" 0" 6,11„ 27-6" 15'-0" 1g,-g„ O < 0 o W N O H 0 - FOUNDATION PLAN Ri �--� 00 A B G D E F G N oS 0 U -jI_11 � .yam • N I I I I SIMPSON HUCQ210-3 FACE MOUNT HANGER I I U I 9I I W \AG QJ I QJ S3.1 I Q�, QJ Q� 0 I I ,o PB.1 2 PT 3-2x10 PB102 P"3-2x 0 P8102 T 3-2x10 J 10 . U U ,oG I (FLUSH) I (FLU y) I (FLUSH) I p QQ� S3.1 P 3-2x 0 18' LONG, C I U US BF T 2X10 I Q ( LUSH DROP E ; Sys PT 3-2x10, 15'±LONG, CONTINU US PT 3-2x10 15'±LONG CONTINUOUS o 110 Co r. FASTEN LEDGER W/2 ROWS FASTEN LEDGER W/2 ROWS 3%"LONG I I 3%"LONG LEDGERLOK SCREW LEDGERLOK CREW AT 16"O.C. (STAGGERED, j , �� AT 16"O.C.AND%"0 TAPCON „ o O -2x10 13'± ONG, CONT NUO z 3-2 10, 1-+LO G, C TIN US 0� o ONE SCREW VERY 8, TYP,). FASTEN LEDGER 'p O z SCREWS AT 32"0.C. W/4 F STENERS AT BEAM LOCATIONS -oG Fz- ��. FLUS ) U j (FL SH) �� T 2x1 @ 1610.C. C SIMPSON DTT1Z HOLDOWN AT(4) SIMPSON DTT2Z HOEDOWN AT 2 c� o + U DEC JOISTS ( ) Phil PT 3-2x1 , 13±LONG, CON NUO S B101 PT 3 x10, 3'_L NG, C2TNJOUSI z LOCATIONS FASTENED TO SILL )LOCATIONS WITHIN 24"OF EACH ch 2x 0c� v� ND OF THE LEDGER.PROVIDE 2 z (DR PED (D OPP D) C I 4 I PLATE,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" BAYS BLOCKING BETWEN FLOOR +i o ( RO ED) +i S3.1;77OF EACH END OF THE LEDGERS >,. .4.., JOISTS AT ATTACHMENT A ' N ,o 0' Eo"' G ,G \G ,G 0�' M T 2x 0 1 0.C. p �G N Q T 2x 0 LE ER0 ' / �� \/ \ /� /� \ SIMPSON HUC210-3 AT , v O !� %� " G J L LET L J L A Q / �� 4 �,�.t t�r�.0 t �' 3'd� t°�. ASSOCIATES ti � ti ti ti ti N N � G J O O O O ENDS OF TYPICAL JI eJQ 860 Walnut Street Q G G G G E Q 0 Q 0 5 0 � Q g� JR J� -� JL JL � Z J C J JL JL LT 2x1 LED R • ,. ' � STRUCTURAL ENGINEERS J L L LT 2x1 LED L R J J77 S1\ S3.1 \- J 2x1 EDT 2x LED ER L J L J �s . , - - - - - OL Eq — ,',.. -. "j Newton Centre,MA 02459 =J L J i_ L JL JL JLJL JL L JL JL J J JL Ji,k r,� 617.244.1612 tel z OJ/ —00 i — :, � �: . 617.244.1732 fax _ I , O _ -______ _= J L L j L �0 ®Rr, ., "'"'"r 7 �' www.siegelassociates.com J \ \ RECESS F R D��R / \G� r SIMPSON LSSJ21 c� Q 2-2x10 _ 2 2x10/ \\� SIMPSO LU210 J ZJ L J L J L EE CTION J / 'ti J J SKEWED HANGE ; L Q O L nJ L �J L "' L Q� �J J L J L SIMPSON H C210-2 J L \G J L J L L SIMPSON LUS410 N ; r �G O Ir �G r Ur r I r CONCEALS HANGER r \ r r �G �- M L :"I L Z L Q �J --� L -� L AT DOOR R CESS L �' o L L P� 6"THICK CONCRETE SLAB W/#4 BARS e- r z r r r r r r �� r @ 12"O.C.EACH WAY TO SUPPORT L '�\, L L ►z- L F= L !z'- fz'- L 8129 2-9/<"LVL I HEARTH AND WALLS WITH STONE V o U �ry r z J r r ,p O r O r p O VENEER ABOVE, OUTSIDE EDGE OF O z CU z V O Q O O O �G U U U U o mJ L o I o o L - �' _ _ _ CMU TO ALIGN WITH OUTSIDE FACE co +l r O M L co .� L io \ r r r f� 1 T P. o N �` � � �' aU @� U C J J O I OF VENEER `r/yt X v J L r— V L �,jJ J L J L L L r r N i y r r r r -1 r r v, r �� r S3.1 V, V J CV J k N (� N V N N L Q i - Q - - -._ - L N .� - J L _ J L - - - - O L - "' r G a 0� SIMPSON�fHU 5.50/10.G L J �y`� /1\1 L J V �J L �1 4 L ,�,�t`' ��I ` 0, J L � J L L / �,J L V �1 L V� '" NJ r r - r SIMPSONr7 Q r r \ B /3-11%"L 103 1"LVL m Gnj' m �nJ1ry C TOQ66SDS"1" I nJ'�� All QJG'� N Nl r �Iry N N r N N r 61 N d� C01 I 1114N CAR SIMPSON HGUS5. 0/12 SIMPSON HHUS5.50/10 r 8122 3 14" VL I (/� J L :LJ L L U L J L J L J r r k r r rem r r t r JL I tJ B11 3-9/< LVL QJ QJ/ N LUS210-2 '% J SIMPS N " " „ ., F L J L INSTALL D 2. B1 6 4-9Y4" Y4 J L \. J LC-4 J L J j L 8129 2-9/<"LVL r r r r e r r r r u V J COLUMN CAP TO HSS, J f PSON HfdS5.50/10 � ��ti � COLUM CAP 6 x8 x1/4 TH CK J 1 1 \0 I �' / CAP PLATE Q CV L J L TYPICAL `� L SIMPSON H US7.25/10 L SIMPSONHHUS5.50/10 J !- J �w L , ; L I r - r/ r r -I - - � r r J J/ v or 3 9%"L L, 20'±LONG, CONTINUOUS L r J L V o J L J L L J �J SIMPSON STAI E NG SIMPSON L x J, J - J L r r r r e. r r a r > r r ALL FIRST FLOOR BEAMS TO BE FLUSH \/ \� / HU210- LUS210-3 N FRAMED,U.N.O. COORDINATE ANY J L J�/ J L J� J L ��+�, Q� L o !-J 1 L� J J ,ti+ J L J L J� ~ REQUIREMENTS FOR DROPPED FRAMING DUE r , r r I N - m, rm, r TO MEP W/SEOR PRIOR TO MODIFICATION - - - - 8109 3 4"LVL 09 3-14"LVL J 2x10 J Q _ - _ - - 4.0 -TTZ0-3-44"LVC 20't OW COMM OUS- - - - - - - J J I J L Q J y,.o B127 3-14" 16'±LONG, COLT j OUS J • { r '�, U , r �?„ U r SIMPSON r �\ \gyp INSTALL DOUBLE JOISTS BELOW S3,2 QJ 2 SIMPSON J L SIMPSON J \�G _ o J � �, SIMPSON L HHUS5.50/10 J L �/ QJ INTERIOR NON-BEARING WALLS, TYP, S3.1 CC OQ66SDS r CC 066SDS , r�'= �, r CCCOQ66SDS r o J, r U TYPICAL CROSS CO UMN CAP J L CROSS COLUMN CAP J "'J CROSS COLUMN CAP L JJ L A r �r � r — PROVIDE BEAM POCKETS AT oo J L O J L o m J L o Q \�0 0 `' o ALL BEAMS DEEPER THAN CID r -1 r Q CV N, cv FLOOR FRAMING, TYPICAL ALIGN BEAM WITH ; L mJ L POSTSADVVG N JL I JL 1 ; r MULTIPLE MEMBER CONNECTIONS FOR SIDE LOADED BEAMS I \ I I S3.1 J L r r -1r -ir -1r rr-ir `Vr n r QJ \�p T 2x8 EDG R PRIMARY BEAM SUPPORTED BEAM(S) HANGER FASTENING AT CONNECTION A DOUBLE JOIST BELOW J L NOTE:COORDINATE ALL SIMPSON QJ 'o, � - r M M `�' 8102 3 11'/<"LVL HGUS5.50/12 18 SDS25312,EACH FACE NON-BEARING WALL 2 2x10 COLUMNS CAPS WITH FIRST r L ti i-- 'OG 8104 3 14"LVL W ABOVE, TYPICAL I FLOOR FRAMING SIZES TO LIMIT I ° a 106 PT 3- 8(D OPPE ) a 8103 3 9%"LVL HHUS5.50/10 8 SDS25312,EACH FACE '�' OVERSIZE OF CONNECTION FASTEN LEDGER W/2 ROWS Cn ME L - 3%"LONG LEDGERLOK SCREW � r U PT 2x8 BAND JOIST AT 16"O.C. (STAGGERED, ONE B103 3-9%"LVL HHUS5.50/10 6 SDS25600,EACH FACE 'OG 3 SCREW EVERY 8", TYP.) B105 4-14"LVL X53.1 I QJ I Q� ,off ,oG B106 4-9/<"LVL HGUS7.25/10 10 SDS25600,EACH FACE W N OG �' 4-9Y4"LVL HGUS7.25/10 1-+ � °° B 106&8110 20 SDS25312,EACH FACE , N N QJ' 3-9Y4 LVL HHUS5.50/10 ►- B107 3-9Y4"LVL A I � B 108a,B 108b 4-9Y4"LVL COLUMN CAP PER PLAN 0 L—IL r I I B109,B120 3-14"LVL COLUMN CAP PER PLAN B111 3-14"LVL B110,B121 3-9Y4"LVL HHUS5.50/10 10 SDS25312,EACH FACE ,BOJ ,BOJ `Z0� �\ �\ FASTEN LEDG R W/2 ROWS 3%" B122 3-14"LVL COLUMN CAP PER PLAN "lox J J LONG LEDGERLOK SCREW AT 0 Q I Q/ Q/ 16"O.C. (STAGGERED, ONE I I I — (,� U SCREW EVER 8", TYP.) B120,B127 3-9/ LVL COLUMN CAP PER PLAN 0 B112 3-14"LVL B121 3-9Y4"LVL HHUS5.50/10 10 SDS25312,EACH FACE � Q B122 3-9Y4"LVL COLUMN CAP PER PLAN B114, 2-2x10 B116 3-2x10 LUS210-3 4 SDS25312,EACH FACE O B115 O MULTIPLE MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS NOTES: B113 3-2x10 HU210-3 6 SDS25312, ONE FACE I-j- ., o 1. BEAM LABELS SEPERATED BY"&"INDICATE TWO BEAMS BEING SUPPORTED 8120 2-9X"LVL r� AT THE SAME LOCATION ON EITHER SIDE OF THE PRIMARY BEAM 8114,B115 2-2x10 HU210-2 6 SDS25312, ONE FACE W Z N 2. BEAM LABELS SEPERATED BY"", INDICATE MULTIPLE BEAM CONNECTION LOCATIONS WITH THE SAME FASTENING REQUIREMENTS 8114&B117a 3-2x10 HU210-3 6 SDS25312,EACH FACE L� 3. PROVIDE THE FOLLOWING MINIMUM FASTENING AT ALL BEAM TO BEAM CONNECTIONS U.N.O.: B121 3-9%"LVL 8115 2-2x10 HU210-2 6 SDS25312,EACH FACE A. 4 SCREWS MINIMUM AT PRIMARY BEAM DEPTHS< 14" B. 6 SCREWS MINIMUM AT PRIMARY BEAM DEPTHS> 14" B117b 2-2x10 LUS210-2 4 SDS2531Z EACH FACE 4. REFER TO 4/S3.2 FOR UNIFORM PLY FASTENING TO SUPPORT JOIST FRAMING B117a&B118 2-2x10, LUS210-2, 8 SDS25312,EACH FACE 5. THE FOLLOWING FASTENERS SHOULD BE USED BASED ON THE NUMBER OF 8122 3-9%"LVL 3-9Y4"LVL HHUS5.50/10 PLIES OF THE PRIMARY BEAM: 2-2x10 LUS210-2, A. 2-PLY PRIMARY BEAM:SDS25312, ONE FACE B117b&B119 3-9/,"LVL HHUS5.50/10 8 SDS25312,EACH FACE B. 3-PLY PRIMARY BEAM:SDS25312, EACH FACE FIRST FLOOR FRAMING PLAN 6. CONTACTC. 4-PLYPSEOR RIMARYB ALTERNATE�AST00,EACH PES(IEE. 10d NAILING, B126 3-9Y4"LVL B129a, B129b 2-9%"LVL LUS410 4 SDS25312,EACH FACE • Scale: 114"= 1�0" SIMPSON STRONG TIE SDW22 SCREWS, THRU-BOLTS)IF REQUIRED B127 4-9/,"LVL B123&B124 3-9Y4"LVL HHUS5.50/10 8 SDS25600,EACH FACE C� A B C D E F G N oS PRIMARY 2x12 DECK ="� o FRAMING IS DROPPED 2x6"@ 16"0,C. FLOOR >~ v RELATIVE To INTERIOR FRAMING OVERFRAMED ON }; FLOOR FRAMING,REFER TO 2x12 @ 16"0.C.FLOORS AT w . ARCHITECTURAL DRAWINGS BC46 POST CAP, I I ••-+ f� v I/V1 HATCHED REGION \ SIMPSPON HUC212-3 W w BC4 POST CAP, ,o.Aj Aj 6 6 CONCEALED FACE i� o TYPICAL �6,�� f6 Qt ��Q�� MOUNT HANGER � _ 4 o J L J L J L J L / O � J L J L J L J L r I -1 r r -, r -1 r L J -� J I L J L I J DECK BELOW M o v O J o J o J 2x EAVE RAFTER CUT TO CURVE MIN. 51/2"DEPTH 1 "O.C. L � J L� J L 6 L -1 F72x4 SOFFIT JOISTS @ 16"0.C., TYP. Aj r x Cl) �� r r N, N 04 N "' @� M N �*1- 2x EA E RAFTER CUT TO CURVE MIN. 51/2"DEPTH 16"O.C. SIMPSON HUCQ610 FULL HEIGHT �' LN J ` L J L "' „ FASt-EN BEAM TO POST N J N N r N 64 d r N o f 4 I 2x4 SOFFIT JOISTS @ 16 0.C., TYP. SDS CONCEALED BLOCKING BETWEEN o A A m .o m N J N J, J INSTALL 2 SIMPSON CS20 W/MTS20 TWIST N G ° cL SI PSON HU612 m m / 0 0 ( ) FACE MOUNT HANGER JOISTS BELOW SHEAR Lm L L aJ o. L "', STRAPS ACROSS JOINTS IN (2)SIMPSON HTS 16 TRAPS,EACH END .o o r r r r �� a TOP PLATE TYPICAL �4qj. '" WALL, TYPICAL cf'\ \ Q /01 TO POST L s J L J L J L J L -2XR J A A ' d�• i"' W�nYI., ` ASSOCIATES — E E L _ i�I \�0 , Q \ -- `�n �\\ O �yd"r, ,, ;; S� �k 43" r r J I I OGI ( I I/�' I I JP 22 �\\ p> � { ti , , , ,o,.� "PST STRUCTURAL ENGINEERS - + " L OGS G>> J L 10 J L `,�6 I J L ^�L� Q� �� I I - - I 6 I r r - - _ - _ J _ _ 3 SHEARWALL BOTTOM PLAf� �: wi r 860 Walnut Street l I 213 9/4-------- _ \41 1 .0 - �1�EARWAtC 80170ICfiPLATE I _ - - - - - - . -2x6 _ - 2x6 '� TO BE FASTENED TO LVL o `° o �' _ ------- TO BE FASTENED TO LVL s'' E -�.:Fu::rl ` Newton Centre,MA 02459 " _-- sr BOG SIMPSON HUS410 '� -- - --- - - -- --- -- --- - - • 1 0 �� L 4 INFILL FRAME -- - - -- - ��- -- -- - -_- -- BEAM W/6"FLATLOK ' '`"; C �° rJ ��.,. 'O J L o o G r • p - r------------- -- r { , j - ---- -- -, 4 ;.s . t •. ..� 617.244.1612 tel ---INFILL FRAME BEAM W/6 FLATLOK Lit J - - --- L J L J L J C 0 J EW @ 16"0 C ' P w� 617.244.1732 fax SCREWS 16"O.C. r J r - - _ - I SCREWS y, @ /\,,P I /,y 7 \ - /�' I -- '�.' -- - -_- - -� I \.^ �.^I� Q Q4�* www.sie elassociates.com o � ^CEILING FRAMING BELOW L \ G r r N (DR PPED) - --x1 LN S J L `� J L J La L Q 9_7r' Q J - cv �. \ FASTEN TO FACE OF RAFTER 2- x 2-2x 0 B206a 3 9'/4"LVL `� r r J r I 'I � r x I I M J L J L J L M N r r �-2� SIMPSON GUS7.25/1 ` � I W/6 10d NAILS J L J L J `' r J L J L FASTEN INTERIORLEDGER F r r 2 SI PSON r J L J L J L r r r B220 3 /< VL , r r W CEILING FRAMING 8206 3-9Y4" \ () TO BONG LE GORLOK p Q BELOW,FASTEN TO FASTEN INTERIOR LEDGER / A J L J L 8218a 3 2x12 BEARING WALL r 8218a 3 2x J \ J Z • L J L J L HTS16 TO POST ABOVE,1 STALL > L J L J L J L J TO 8201 W/2 ROWS 5" r J r J r / L ¢ r r EA END J J r r r rg(, %, = J L FULL H IGHT J J L I I= �� N �? FACE OF RAFTER W/ LONG LEDGERLOK .o �S o J L J L A J r BLOCKING r r 6-10d NAILS L o_ G J L J L Q SIMPSON H 212 3J L J L I G J L L = "' SCREWS @ 16"0.C. r p C' r r L Cj r Cj I J L BETWEE JOISTS,_, L L I Icc, r C' r l r r L o J L U J L HTS16 O POST I O O -� r VV 1 r -� p� U I V CV o (2) 1MPSON " J FASTEN LEDGER W/2 ROWS r o �o -, r -, r r ^ r ^ I "' r r p FASTEN LEDGER W/2 ROWS ^ `co c`o m U U "t CV m `L 3%"LONG LEDGERLOK SCREW v �, I J L J L L > L JJ L 3 ^ ii 3%" LONG-� -+ � � r r r r ( - � O 2-2X1 3/ LONG LEDGERLOK SCREW L @� L L o I(I _, L J L @� J L J �, L ^J AT 16"O.C. (STAGGERED) o0 F .- r .- v -----1 O AT 16 O.C. STAGGERED r o r ^ r I J ^ c I I-_ o J ^ I N o j r - ( ) c �S O> O o> 10 o X X e� =Q �- e- v ^ -� r O r r r 1 �S N N k N I k N ' N �J L L J L > k ^ ^ o n o N N L L �--, r r e--1 r k N k X -- W J L W L L N N V N_ N L J L J L J L L Cl) z r '� N r N r Ox r O� r 2 SI PSON I N �' L N Q d- L N -Q J L N I I r O, r Oi r O-1 r N r �, ! 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N --_-. - J ._ __---___-- r J C O r r r _ \ _: -_- - Zj m _ J L J L L J L J L J O r I , 8221b -9/4<" L o ¢ V WALL, TYP. L - - L L _ - r r r J L J k _ j L - J L L 2 2x10 J ^ Z J rQ r 7X10- O , r i r r L �, ! C B207c 3 9/4'LVL L J L CPQ N; SIMPSON ST ENING QJ L 'OJ' `Z` r� N 6�\ �f6 Z-2X10 , - -- - Z O --- r ---_ _ _ L r Q � 1 r -- - -� - \AGN M - -HU212 3 -- —-- — — / J L SIMPSO _ — �P --- l r- - J 2 2X10 Q JSIMPS- ----' ---— -- 1 EACH SOIDA TYPICAL L 2 2x1 J L 2 10 L - x Oj -- -J -- ----2 -- -- – ---- I 1r , rte L - - J - - J L 4.0 _ {LL - - - - -- 4-- - - - - - i A 1'-" rr r �r �r rr rr rX2, r n -,r �r rr -tr r �r �r -2� l-l.._. 1 82 4 3 /4"LV J 1 &6 - G - I�0 12L GE� SIMPSON - - - - I I I I I 14 I I I \0� p" I I I I 6 CPQ AS�� J r y� 1" Zo\�- Cn 2x EAVE RAFTER CUT TO CURVE MIN.51/2"DEPTH 16"0.C. ( Sip - - - - - " " � ' Li - - - - - - " „� 2x12 16 .C. M r 2x EAVE RAFTER CUT TO CURVE MIN. 51/2 DEPTH 16 O.C. (2)SIMPSON HTS16 2x4 SOFFIT JOI STS @ 16 0.C., TYP. Q , �; i HUS7,25/10 N N _...__ I-- m r co _ - SI SON LSSR210-2Z m 2x4 SOFFIT JOISTS @ 16”0.C., TYP. TO POST S PPO TLO HEA ER R FTER L L P - - l ON US210-3 /SIM SON H6 -- - - o Co - - � � � - - - - - -SITOL'O HEADER _ = == _ _ NOE s-To osT -- -- - - ---- -_-_ ___ :____- _____ __________ __ W W _ ! MULTIPLE MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS w --SIMPSON R2�0-2 I!�' - - - - • � W c� io i— ^� - - — ^ � N 3 \ S\ -x PRIMARY BEAM SUPPORTED BEAM(S) HANGER FASTENING AT CONNECTION C'jCo p - _ -- -- ---- -- -- _ ----�' FASTEN CEILING JOIST TO p o cn _ o m I f , �`� - 8201 3-14"LVL 8203 3-11'/4"LVL HUCQ610-SDS 8 SDS25312,EACH FACE w ~ w w �� i �' �' `� 3 RAFTER W/(4) 16d NAILS -p - - - ---- ----J' - - ---- L -- - CC m INSTALL 2 SIMPSON CS16 J L Q Q 0 B203 3-11'/4"LVL B202a,B202b 2-9%"LVL HUS410 4 SDS25312,EACH FACE (� -� - - 'I, STRAPS BENT AT EXTERIOR APPLIED RAFTER TAILS; BEAM FACE. FASTEN TO 8213 o J L o 'w N - x �� N x REFER TO ARCHITECTURAL 8204 3 9/4"LVL 8202a 2-9Y4"LVL HUS410 4 SDS25312 EACH FACE v _ --- - --- ----- AND TO UNDERSIDE OF 3-2x12. �O o "; DRAWINGS w -- - - ;' -- =- ---- _ I PROVIDE MIN 16"END LENGTHS 0 o L o `" N -- - - ME 2x10 2 2X1 8205 3-9/4"LVL 8207a 3-9%"LVL HHUS5.50/10 8 SDS25312,EACH FACE C - - - - - - - - - _ FASTEN LEDGER W/Z Cn � 5 n 1 " hal cl- ROWS 3/ LONG D 6x1 (LOW) B206a&8206b 3 9/4 LVL HHUS5.50/10 6 SDS25600,EACH FACE _ _ _ _' _ _ _ _ _ LEDGERLOK SCREW AT 16" DOUGLAS FIR,N0. 2 OR B208 4-9'<"LVL BETTER, TYP. 3-9Y4"LVL HHUS5.50/10 6 SDS25600,EACH FACE o O.C. (STAGGERED, ONE 6��0 6�6 00FASTEN BEAM TO BEAM W/ 8207a,b,c o N I SCREW EVERY 8", TYP.) 0� OQ \ \I 6�6 CONCEALED BEAM TIE " W 8209 4-9/4 LVL B206b,B207b 3-9/4'LVL HHUS5.50/10 6 SDS25600,EACH FACE - - - - - - - - - - APPLIED RAFTER TAILS; A35 SIMPSON Q \ - REFER TO ARCHITECTURAL B211 3-11%"LVL 8212 3-2x12 LUS210-3 4 SDS25312,EACH FACE o - - - - - - - - DRAWINGS FASTEN PORCH BEAM INS ALL CS20 COIL STRAP -- - -- - - I I TO POST W/CONEALED I OVEIR RIDGE AND DTT1Z 8212 3-9%"LVL B208,8209 4-9Y4"LVL HHUS7.25/10 6 SDS25312,EACH FACE ---3 2x6-- • r----3-2x6 --- BEAM TIE, TYPICAL TENSION TIE FROM 2-2x RAF ER To RIDGE 8214 3-18"LVL - 3-2x12 HU212-3 4 SDS25312,EACH FACE Jy A34 ANGLE AT 2-2x RAFTER TO TOP OF BEAM B218a, 8224 3-2x12 LUS210-3 6 SDS25600,EACH FACE J/0100 tioG� ( B215a, 4-11%"LVL 0 L I B215b B218b 2-11'/4"LVL HUS410 6 SDS25600,EACH FACE LL a 8216 4-11'/4"LVL 8224 3-2x12 LUS210-3 4 SDS25600,EACH FACE U cn r;n Q CANTILEVER RIDGE AND BEAMS AT - 3-2x12 LUS210-3 4 SDS25312, ONE FACE O EACH WALL TO SUPPORT EXPOSED B217 2-11'/4"LVL � RAFTERS. COORDINATE BEAM B215a 4-11'/4"LVL HHUS7,25/10 8 SDS25312, ONE FACE �- W SPECIES AND FINISH AS REQUIRED W/ARCHITECTURAL DRAWINGS , " `� B219 3-11/ LVL B212 3-2x12 LUS210-3 4 SDS25312,EACH FACE MULTIPLE MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS NOTES: � �-+ o 1. BEAM LABELS SEPERATED BY"&"INDICATE TWO BEAMS BEING SUPPORTED AT THE SAME LOCATION ON EITHER SIDE OF THE PRIMARY BEAM 8223 3-14"LVL PB203,PB204 3-11%"LVL HU612 8 SDS25312,EACH FACE 2. BEAM LABELS SEPERATED BY","INDICATE MULTIPLE BEAM CONNECTION a U Q LOCATIONS WITH THE SAME FASTENING REQUIREMENTS PB205 2-11'/4"LVL PB202,PB203 3-11'/4"LVL HU612 8 SDS25312, ONE FACE Cw 3. PROVIDE THE FOLLOWING MINIMUM FASTENING AT ALL BEAM TO BEAM CONNECTIONS U.N.O.: B226 4-20"LVL 8232 3-2x10 HUC210-3 6 SDS25600,EACH FACE A. 4 SCREWS MINIMUM AT PRIMARY BEAM DEPTHS< 14" B. 6 SCREWS MINIMUM AT PRIMARY BEAM DEPTHS> 14" 8232 3-2x10 HUC210-3 6 SDS25600,EACH FACE 4. REFER TO 4/S3.2 FOR UNIFORM PLY FASTENING TO SUPPORT JOIST B227 4-20"LVL FRAMING B220,B222 3-9Y4'LVL HGUS5.50/10 18 SDS25600,EACH FACE 5. THE FOLLOWING FASTENERS SHOULD BE USED BASED ON THE NUMBER OF PLIES OF THE PRIMARY BEAM: B221a, 8228 4-20"LVL 8220' 3-9%"LVL HU68 6 SDS25600,EACH FACE A. 2-PLY PRIMARY BEAM:SDS25312, ONE FACE B221b,8222 B. 3-PLY PRIMARY BEAM:SDS25312,EACH FACE SECOND FLOOR FRAMING PLAN C. 4-PLY PRIMARY BEAM:SDS25600,EACH FACE 8229 4-20"LVL B221a,B221b 3-9%"LVL HGUS5.50/10 12 SDS25600,EACH FACE • 6. CONTACT SEOR FOR ALTERNATE FASTENER TYPES(L E. 10d NAILING, 8227 B228, Scale: 1/4"= 1 r-T SIMPSON STRONG TIE SDW22 SCREWS, THRU-BOLTS)IF REQUIRED 8231 3-20"LVL 8229 4-20 LVL HGUS7.25/14 16 SDS25312,EACH FACE C� o0 A B D E F G o ;--4y U F- U I I I W p •4-J O = O ,- Q Ln V) ci PLYWOOD GUS ET EACH -- - --- BALCONY ELOW I 0 110 SIDE OF RAFTER I AT FOLD PSL WIND COLUMNS SISTER 2x6 TO 2x12 ( 'TO BE FULL-HEIGHT LOW ROOF FRAMING;REFER TO1/S1.2 FOR CANTILEVERS 2 LOCATIONS) SIMPSON HH6 LOW ROOF FRAMING;REFER TO 1/S1.2 HDU/STRAP AS NOTED TO SIDE OF -2x12 HEADER HANGER HDU/STRAP AS NOTED TO SIDE OF 2-2x12 TRIMMER. 2-2x SHOWN INDICATES LOCATION OF \ TRIMMER BEAM ON BOTTOM WALL 'LATE. �` � A`r�s, 5�+�'Ip �ti � ( OF TRIMMER BEAM ON BOTTOM WALL PLATRIMMER. 2-2x SHOWN INDICATES TE. PROVIDE ADDITIONAL 2x PLIES AT HDU l`��? �+ \, 'b` ATTACHMENT IF REQUIRED FOR AL GNMENT �??,. �f `s= B 5 2-2x6 5 �;L� �� PROVIDE ADDITIONAL 2x PLIES AT HDU ATTACHMENT IF REQUIRED FOR ALIGNMENT BELOW, TYPICAL AT GAMBREL SHE RWALLS GAMBREL FOLD LINE, TY CAL ��\ o X 8'-9" �1\ BELOW, TYPICAL AT GAMBREL SHEA�WAL"LS`�" �� " , a: ASSOCIATES � 3-2x6 HIG } � �o � y. � A ti / J p� ��Q I I 'y I I I I ( I G STRUCTURAL ENGINEERS 'L o c12 @ 16 0. I, t' I o 1 - voi*o - -- -- - - - - - - - - - - - - -- -- - - - e.�r� t -y Wa nut Street i --- — -- - - I ,.. I }, :• .� "" '�` - � " Newton Centre,MA 02459 N N —r— r x • ,A - 61/.244.1612 tel N ,, ,��}~ 617.244.1732 fax \ 1 � f �, 2x1 1s' O.C. x " N 2x12 16 O.C. x -ti I 2x12 16" C. x1 1.6 � ��. 6 �, N N ; L - J ; _ N 3� !a -4 www.siegelassociates.com FTE S `" WAFT RS I o _ RAFTERS' RA T RS \ R FTE S �� F�AF �S, N I INSTALL SIMPSON CS20to cr- �I ! I, � w J L 8411 3-2x J L � � � � _ i �-- INSTALL SIMPSON CS20 COILED STRAP ABOVE AND '' \ w - o .,l _ _ _J L__ L_ �.I _ �,1 1L—1L�J.L�_ _..1 :J — L- L SLI �\ _ _ _ _ COILED R i � L� 0 STRAP ABOVE AND C/) I Q � SIMPSON -"-- - -- - --1- BELOW OPENING ON OUTSIDE I, ,�/ cr > > a Q I �� ,� �fi �� 840T r3 1 LVC X33'± NGS ON UOU fi -fi 7� 1� _� �� „ BELOW OPENING ON OUTSIDE FACE OF SHEATHED WALL zl 409 -11/ AVL, ±L G, C LATIN OU$ \ 41 il{ N \ L USS 8_3 TO \, L x c� FACE OF SHEATHED WALL C) N SIM SON H6 I i l l l l l I s�I I I I I I I I I I N �� I I I I I I I I ��a I I I I I I I I I I S�41PS �►HH I — �I HE �ER NGE "'J "> „� N HEA ER H NUE N � s, I I I � I I I I IN � L o � w o � �„_ co I I I I I I IQs I I I i l l l l l i l I I : — N �I i 1 1 1 1 1 1 2 2@ I6”o. . N 2x , O.c. M �� N _ @ ( I o - RAF RS p� _ r @� Q - 'o r VER AM AFT S - I I OST ATR OFF AMIN TO _ _ - Q r 2x1 CL�IL G J ST @ 6"0. �- ~ h L w 2 0 CE ING IST 16" .C. I I I I AVE C OR LCE OST APS I I _ I J L N -j -1 N J ti w STAI,II ISE R QUI D W RA NG A D m 4"LV RID 80 �D l I I I I aS7 1ZES, YPI L I I I '�`, J L -" J L %° I i I I I I � 14"LV 'RIID 80 RD I I I I I N ? H J L -I � HIMN Y OP NIN 2@ I6^O I - I I ( I S APS _ - -= ,<, • . II II1--AI } i A35 I = I I I I I 2x 2 1 "O.C.I ii I = I - I F7 _RS I I I T PICA�ACH IDE, I I✓ERF AME Io' — — — v — — — @T S I; F I xl x SI PSO A35 �I I p I L/o, I I I `� I I — — — — I I A GCE, ACH IDE, I o LI I I I I II -- I � 0 N �� 6 z - UI SIM SON H6 J �6 I N �Q�i" ? 3 9 "LV I - 6 \ �I SIM SON _ �� I T ICA �L� 4 II �� S M S N HH I v, HE ER I NGE I I ( I I I I I I �� + I I I I I II m I I I I I ( I I I I I I I t I �o �� (HEA ER H VGE I _ �j J J J J V ` `3 I fU SSR2. - > _ _ L �1 �„ _ _/ 3 SK WED ACE Z 6'F. J L J J J - J'� J J J 8408�3-11 "LV 4'± N ONT UOU / - - T 'IT—1 r_, 7 — f—i - 'T -1 __ \ ,T'\\ t'\ l _� — \_ --IT — �� _ f`- W \ — f h _ __��_ M -HAA J --J J INSTALL SIMPSON CS20 2x12 ,6"O.C. "' - - - - o - - \ 1 @ 6' 0. \ 2x12 @ 16"O.C. 2x12 16 .C. 12 16 0 C, 12 @ 6 0. 2x12 16 .C. x12 \\i - \ \ (� COILED STRAP ABOVE AND �i R FTE S 2 12@ 6'0. N \ RAFTERS "' A RS R FTE -� R FTE S AFT RS RAFTERS RAFT RS I H BELOW OPENING ON OUTSIDE x \ - - \ INSTALL SIMPSON CS20 \ c� �� FACE OF SHEATHED WALL N 3 x6 H R \ \ \ 3 6 H R ,�, x - -3 x6 H R \ \ -X`x6 H R ,� �{ • t \ , COILED STRAP ABOVE AND ti 2 2 12(L W) \ \ \ \ \ s i _ \ \I \ I I 1I 2'2 12(L t� - BELOW OPENING ON OUTSIDE _ --FACE OFSHEATHED-W-EL - G TOENAIL RAF R T IMPSON HC HIP - 6� - ,_ I < H/ BEA W/6-10d COR ERP ATE, -� �\ �\ y cvv �, NAILS, PICA TYPICAL I - - HATCH INDICATES GAMBREL "SHEARWALL." - - - - - - - - - OWR OF AMI G; - -- - - - - - - - - - " " HATCH INDICATES GAMBREL SHEARWALL. A BLOCK DIAPHRAGM AT PANEL EDGES. REFER T 1/S1. - - - - BLOCK DIAPHRAGM AT PANEL EDGES. SHEATHING TO BEA TTACHED TO THE - - - - - - - - - - - - - - - SHEATHING TO BE ATTACHED TO THE FRAMING W1 8d NAILS AT 6"0.C., TYPICAL REFER 01/S1.2 FRAMING W/8d NAILS AT 6"O.C., TYPICAL 5'0 - LOW ROOF FRAMING;REFER T0IIS 1.2 LOW ROOF FRAMING;REFER T0IIS 1.2 V ---------------- REFER 01/S1.2 (� SHEAR WALLJELOW- REFER TO 1/S1.2 \ N - - - - - - - - - - - I I `- SHEAR WALL BELOW REFER TO 1/S1.2 � Li SHEAR WALL BELOW- REFER TO 1/S 1.2 I I I I I W o M O I -d W O V C-D Q MULTIPLE MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS Q a � W L� MULTIPLE MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS NOTES: PRIMARY BEAM SUPPORTED BEAM(S) HANGER FASTENING AT CONNECTION LJ- o 1. BEAM LABELS SEPERATED BY"&"INDICATE TWO BEAMS BEING SUPPORTED LJ- r� AT THE SAME LOCATION ON EITHER SIDE OF THE PRIMARY BEAM B402a 3-9%"LVL B411 3-2x8 LUS28-3 4 SDS25312,EACH FACE W O N 2. BEAM LABELS SEPERATED BY","INDICATE MULTIPLE BEAM CONNECTION a CD LOCATIONS WITH THE SAME FASTENING REQUIREMENTS H 3. PROVIDE THE FOLLOWING MINIMUM FASTENING AT ALL BEAM TO BEAM B402b 3-9%"LVL B411 3-2x8 LUS28-3 4 SDS25312,EACH FACE � Q CONNECTIONS U.N.O.: A. 4 SCREWS MINIMUM AT PRIMARY BEAM DEPTHS< 14" B. 6 SCREWS MINIMUM AT PRIMARY BEAM DEPTHS> 14" 4. REFER TO 4/S3.2 FOR UNIFORM PLY FASTENING TO SUPPORT JOIST FRAMING 5. THE FOLLOWING FASTENERS SHOULD BE USED BASED ON THE NUMBER OF PLIES OF THE PRIMARY BEAM: A. 2-PLY PRIMARY BEAM:SDS25312, ONE FACE B. 3-PLY PRIMARY BEAM:SDS25312,EACH FACE C. 4-PLY PRIMARY BEAM:SDS25600,EACH FACE • R OOF FRAMING PLAN 6. CONTACT SEOR FOR ALTERNATE FASTENER TYPES(I.E. 10d NAILING, Scale: 114"= 1�-OSIMPSON STRONG TIE SDW22 SCREWS, THRU-BOLTS)IF REQUIRED GC MUST CONTACT STRUCTURAL END BAY MAYBE REPLACED W/2x6 , „ ENGINEER OF RECORD(SEOR) TO , , FLAT END WALL BRACING ALIGNED %"WALL SHEATHING / WALL SHEATHING WATERPROOFING AT REVIEW LATERAL FORCE DESIGN Y2' WALL SHEATHING WITH SOLID BLOCKING W/(5) 10d WATERPROOFING AT LEDGER BYARCHITECT "WALL SHEATHING N"FLOOR COMPONENTS PRIOR TO POURING NAILS TO SILL PLATE LEDGER BYARCHITECT 2x6 STUD WALL 2x6 STUD WALL SHEATHING 2x6 STUD WALL ANY FOUNDATION ELEMENTS. %"FLOOR SHEATHING I 3 i-� o 2x RIM BOARD SOLID, VERTICAL BLOCKING AT 2x JOIST PER SOLID, VERTICAL BLOCKING POST LOCATIONS / FLOOR SHEATHING 2x6 STUD WALL PLANS •� AT POST LOCATIONS 2x JOIST PER PLANS 2x6 PT PLATE W/%"(� DECKING PER ARCH. 2x RIM BOARD 2x JOIST PER PLANS 0 ANCHOR BOLTS @ _ j o 1------- -- ----------- 2x RIM BOARD ----------- ----- ----- ---- ---- PT DECK JOISTS 1--.--------.-------- 2x6 PT PLATE W/%"0 - - - ----- i� u 2x RIM BOARD I 2x6 PT PLATE W/%"0 2x6 PT PLATE W//'0 x i 4'0"0,C. \ / I , , ANCHOR BOLTS @ 4'-0" ANCHOR BOLTS @ 4'-0"O.0 ANCHOR BOLTS @ 4'-0"O.C. x --------- ------ - ---------------- ---- ---- - — ------ ---- - - DECKING PER ARCH. X o I Trr PT DECK JOISTS L ! ` SOLID BLOCKING PANELS(2 BAYS MIN.) „ U SOLID, VERTICAL BLOCKING C °L a W p FINISH GRADE l AT POST LOCATIONS FINISH GRADE I @ 48 O.C.AND 12 FROM INTERIOR OF I SIMPSON JOIST HANGER BLOCKING PANELS PER 2/S3.1 �..� �- O l • 245 HORIZONTAL BARS SIMPSON JOIST HANGER II � � I EACH CORNER. FASTEN SUBFLOOR , 2#5 HORIZONTAL BARS TOP AND INTO BLOCKING W/(6) 10d NAILS Il TOP AND BOTTOM AND PER PLAN PER PLAN I _ � '^ "''`'' AT ONE-THIRD POINTS FINISH GRADE 2#5 HORIZONTAL BARS TOP AND 'Q (> BOTTOM AND AT ONE THIRD 25 HORIZONTAL BARS TOP AND OF WALL 5 „ BOTTOM AND AT ONE-THIRD T ,.,.;T\< PT 2x LEDGER W/3/ LONG % .,: \ v;�� POINTS OF WALL % \\; \ BOTTOM AND AT ONE-THIRD 5 " �� • ��:;>%,�%y POINTS OF WALL u �.n LEDGERLOK SCREWS PER � PT 2x LEDGER W/3/ LONG , , � Q #5 18"O.C. VERTICAL BARS > <;;> > POINTS OF WALL V) `t @ PLAN LEDGERLOK SCREWS TO SILL AND '"�` „ #5 @ 18"0.C. VERTICAL BARS I' %" TAPCON SCREWS TO � #5 @ 18 0.C. VERTICAL BARS o 110 CONCRETE PER PLAN #5 @ 18"0.C. I 4" CONCRETE SLAB ON „ 4 CONCRETE SLAB ON I VERTICAL BARS I I z 4 CONCRETE SLAB ON 2x4 KEYWAY 2x4 KEYWAY 2x4 KEYWAY 2x4 KEYWAY o GRADE W/WWF GRADE W/WWF 2x4 KEYWAY GRADE W/WWF d CONTINUOUS CONTINUOUS _ CONTINUOUS _ CONTINUOUS CONTINUOUS FOOTING FOOTING �x— y FOOTING _y X FOOTING FOOTING x b�. ASSOCIATES o INSULATION PER o i ARCHITECT INSULATION PER `�' `- 9° '�`0 STRUCTURAL ENGINEERS INSULATION PEkf g.„. -=< < ARCHITECT _ e :.:: r,- ARCHITECT _ � ' 860 Walnut Street 2'-0” 2'0° 2'-0„ 2'-0" Newton Centre,MA 02459 A /1n i`;"; �,ps 617.244.1612 tel 617.244.1732 fax i, www.siegelassociates.com FOUNDATION PERPENDICULAR TO JOISTS - 2 FOUNDATION PARALLEL TO JOISTS _ „ 3 FOUNDATION AT PORCH „_ , „ FOUNDATION AT DECK -.,•.,14 Scale. 3/4 - 1-0 Scale. 3/4 - 1-0 Scale. 3/4 - 1-0 Scale: 3/4"= 1'-0" BEAM NOTCH FOR SLIDING DOOR ATTACHMENT. DO SLIDING DOOR - NOT OVERSIZE PER ARCHITECT LVL BEAM PER PLAN I , DECKING PER ARCH. Y4"FLOOR SHEATHING '/<"FLOOR SHEATHING LVL BEAM PER PLAN 8„ PT DECK JOISTS 2x JOIST PER PLANS n I I III SIMPSON JOIST HANGER PER PLAN • �i SIMPSON FACE MOUNT I�= HANGERS PER PLAN HSS COLUMN PER PLANS FINISH GRADE �- 2x FLOOR JOIST SIMPSON JOIST HANGER 2-#5 HORIZONTAL BARS TOP AND BOTTOM AND AT ONE-THIRD PER PLAN POINTS OF WALL ' 1%"TYP. r F-'-i #5 @ 18"O.C. VERTICAL BARS STEEL BASEPLATE ON 1"+NON- HSS COLUMN PER PLAN v WATERPROOFING AT SHRINK GROUT REFER TO 8/S3.1 1%"TYP. 3%"0 LALLY COLUMN W/ LEDGER BY ARCHITECT FOR BASEPLATE DIMENSIONS SPRINGFIELD CAP AND BASE PLATE I I II M H „ 4"CONCRETE SLAB ON GRADE W/WWF 4 CONCRETE SLAB ON o I I r GRADE W/WWF 4"CONCRETE SLAB ON I co GRADE W/WWF X"x10"x10"STEEL BASE PLATE W/4-Y4"0 x 8"EMBEDMENT THREADED ROD ON IN t 3%" _ NON-SHRINK GROUT. SET ANCHOR BOLTS • I 10" W/HILTI HIT-HY 200 ADHESIVE INSULATION AS i 'i A REQUIRED BY ARCH. u � � • CONCRETE FOOTING. SIZE& INSULATION PER REINFORCING PER PLAN \ ARCHITECT 7" ` CONCRETE FOOTING. SIZE& W REINFORCING PER PLAN :z V FOUNDATION AT SCREEN PORCH LALLY COLUMN DETAIL HSS COLUMN BASE DETAIL HSS COLUMN BASE PLATE PLAN DETAIL 5 6 7 8 Scale: 3/4 - 1-0 Scale: 3/4 - 1-0 Scale: 3/4 - 1 -0 A 'OPTION:INSTALL TECHNO METAL W v POST ABOVE PER PLAN DECKING PER ARCH c!� POST IN PLACE OF CONCRETE PIERS WITH BELLED FOOTINGS FOR DECK& DECKING PER ARCH. PORCH SUPPORTS. TMP PILES MAY z FINISH GRADE Uj BE SUBSTITUTED AS FOLLOWS: DECKING PER ARCH,SIMPSON BC40 POST BASE, PT 2x BEAM PER PLAN `- #4 @ 12"0.C.,HORIZONTAL PT 2x DECK JOIST PER PLAN CBT2Z MAYBE SUBSTITUTED BARS TYPICAL - 10 CONCRETE PIERS ON 24 BELLED ( PT 2x BEAM PER PLAN \,,a//\t,, \\.\,,\j. ,\' ''<\\';!`,''a_ o FOR CONCEALED TIE) / PT DECK JOIST PER PLANS W FOOTINGS: TMP PILE MODEL P1 �� SIMPSON HUCQ210 3 - - - - - - - #5„VERTICAL BARS @ Q 2 CLEAR COVER 10 CONCRETE PIERS ON 28 BELLED y 12 0.C., OUTSIDE CONCEALED FLANGE FACE TYPICAL, U.N.O. ' FOOTINGS:TMP PILE MODEL P2 FACE, TYPICAL � MOUNT HANGER SIMPSON ABA66Z POST BASE, FILL GAP BETWEEN INSIDE j � —8"RETAINING WALL • EDGE OF UNIT AND BEAM W/ SIMPSON ABA66Z POST BASE, I PT WOOD BLOCKING FILL GAP BETWEEN INSIDE �'I j SIMPSON H2.5A HURRICANE TIE SIMPSON H2.5A HURRICANE TIE 2x PT BEAM PER PLANS -� EDGE OF UNIT AND BEAM W/ EACH SIDE OF BEAM SIMPSON H2.5A HURRICANE TIE a� PT WOOD BLOCKING I'; „ FINISH GRADE FINISH GRADE TECHNO METAL FINISH GRADE ' ',' :;j%;�'%'' \ < ,.z,. ...: ::; �•. ,. POST UBRACKETcn - ,\ EXTERIOR CONCRETE . %>:,.:<,>C>•.,y, % r> ,::v%, z:; -;:•;,:.; - #S BENT BARS CONCRETE PIER PER PLAN \',,,;:,;�,;;�;>. j�'; �,,\ ,,�, :,\;;; �;;,� @ SLAB AND CONCRETE W 12"O.C. STAIR ON GRADE PER CONCRETE PIER PER PLAN � n ARCHITECT Q w � 2x4 KEYWAY, TYPICAL #5 BARS @ 12"0.C. Ln TOP AND BOTTOM I— z � BELLED FOOTING `` X -- ' XT` -� Z N 0 o cllj GALVANIZED TECHNO METAL W BELLED FOOTING `* POST W1 HIGH-DENSITY POLYETHYLENE SLEEVE 0 v g1 Cn N ►-� o �C i #5 BARS @ 12"0.C, TOP AND BOTTOM 2,0" 2'-0" 8„ 4,_T, 8„ 1-0„ PT BEAM TO ISOLATED CONCRETE PIER AT SCREEN PORCH 10 PT BEAM TO ISOLA TED CONCRETE PIER A T DECK TECHNO METAL POST DETAIL RETAINING WALL DETAIL 9 Scale: 314"= 1'-0" Scale: 314"= 1'-0" 1 Scale: 314"1 1'-0" '2 Scale: 314"= 1'-0" REFER TO1/S3.1 AND 2/S3.1 FOR DETAIL INFORMATION BEAM POCKET FOR LVL BEAM, NOT SHOWN SEE PLAN FOR LOCATIONS %"WALL SHEATHING POST PER PLAN SIMPSON HOLDOWN PER PLAN 2x4 PT PLATE 4-jo 2x6 STUD WALL '' N %"FLOOR SHEATHING O ® REFER TO DETAILS ON S3.01 FOR o 2x cn JOIST PER PLANS WATERPROOFING AT INFORMATION NOT SHOWN 2x RIM BOARD LEDGER BYARCHITECT ----------- - ------ - - -- - - 2x6 PT PLATE W/%"0 ANCHOR BOLTS @ 4'-0"O.C. %"SHEATHING LEDGER AND FASTENING PER PLAN V �' SIMPSON FACE MOUNT 2x EXTERIOR STUD WALL '/<"FLOOR SHEATHING y� LW. o •;i HANGER PER PLAN ATTACH FLOOR SHEATHING TO _ FINISH GRADE " #3 HORIZONTAL TIES @ 12"O.C. CONCRETE FOUNDATION WALL 2x RIM BOARD BLOCKING WITH 12-1 OD NAILS MIN. AT "n U r- Il ;: 4° HELF, NP. VERTICALLY, W/(3) TIES WITHIN (MIN.) LVL BEAM PER PLAN TOP 8"OF WALL(BELOW BEAM HOEDOWN LOCATIONS Q n SHELF IF PRESENT) BARS AT Tl HREADED DECKING PER ARCH. PROVIDE#5 HORIZONTAL ROD FOR HOLDOWN PT DECK JOISTS I BAR BELOW BEAM POCKET o #5 @ 18"0.C. VERTICAL BARS 245 HORIZONTAL BARS TOP AND BOTTOM AND AT ONE-THIRD z POINTS OF WALL 2x BLOCKING BETWEEN JOISTS 0 4"CONCRETE SLAB ON SIMPSON DTT2Z HOLD-DOWN.(2) I�� AT HOLDOWN LOCATIONS `* 2x4 KEYWAY GRADE W/WWF LOCATIONS PER DECK MIN. LOCATE WITHIN 24 OF EACH ENDF DECK CK 1-JOIST PER PLANS CONTINUOUS �` FOOTING -x CONCRETE FOUNDATION WALLSIE"EL ASSOCIATES STRUCTURAL ENGINEERS INSULATION PER t I'; 1 860 Walnut Street ,n=..-- Newton Centre,MA 02459 ARCHITECT '` 1.t � 617.244.1612 tel 617.244.1732 fax FOUNDATION PARALLEL AT LVL BEAM POCKET SUPPLEMENTAL REINFORCING AT HOLDOWN PLAN DETAIL LATERAL ATTACHMENT AT SCREEN PORCH ti.w, ;< r www.siegelassociates.com Scale: 314"= 1'-0" 2 Scale: 1112 = 1'-0" NOTE:WHEN REQUIRED, INSTALL FASTENERS ON SECOND FACE(3 (2)ROWS OF 10d (2)ROWS OF 10d NAILS @ 12"0.C. (2)ROWS OF SDS25600 OR 4 PLY PRIMARY BEAMS). NAILS @ 12"O.C. STAGGER NAILS HORIZONTALLY N SCREWS @ 24"O.C. STAGGER ON OPPOSITE FACE SCREWS HORIZONTALLY ON IF AT BEAM END,FASTENERS MAY OPPOSITE FACE BE INSTALLED TO ONE SIDE OF CONNECTION. n vi vi vi 11/2" SDS SCREWS PER SCHEDULE(10 FASTENERS Z MIN. N �_17 � N SHOWN, OTHERS SIMILAR) n u f 1 13/4" — IF LAYOUT REQUIRES SPACING 2-PLY SCL BEAM 514"DEEP 3-PLY SCL BEAM 514"DEEP 4-PLY SCL BEAMS 14'DEEP FASTENERS CLOSER THAN 3 a H MIN.AS NOTED,PROVIDE ADDITIONAL FASTENER ROW ° a (3)ROWS OF 10d (3)ROWS OF 10d NAILS @ 12"O.C. (3)ROWS OF SDS25600 N NAILS @ 12"O.C. 04 STAGGER NAILS HORIZONTALLY "' SCREWS @ 24"O.C. STAGGER ° ° U - ON OPPOSITE FACE SCREWS HORIZONTALLY ON SIMPSON HANGER PER U Fri OPPOSITE FACE PLAN&SCHEDULE ° ° o ° i-•Li c� Lu (� oU LU "' H-�-i N SUPPORTED BEAM PER o � `" PLAN&SCHEDULE PRIMARY BEAM PER PLAN&SCHEDULE A 13/4" " 13/4"�� 13/4 -�-� 2-PLY SCL BEAM> 14"DEEP 3-PLY SCL BEAM> 14"DEEP 4-PLY SCL BEAM> 14"DEEP W � POINT LOAD FASTENING DETAIL U 5 z TYPICAL DETAIL FOR BUILT-UP SCL BEAMS Scale: 1 1/2"= 1'-0" � A W Li Cn 0-0 w rn WN O r` A � O 70 N V J a h+i � w U 0 Cn Q J Ln U � o W N H S302� o