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HomeMy WebLinkAbout40667-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Ll Check SoutholdTown.NorthFork.net PERMIT NO. 62 Septic Fonn N.Y.S.D.E.C. Trustees ,�.. C.O.Application Flood Permit Examined, ✓ ,20� Single&Separatee. Storm-Water Assessment Form Contact: Approved 20 t C Mail to: __................................................. Disapproved a/c s afi ExpuanWl A 120 ' CEO Bui ector APPLICATION FOR BUILDING PERMIT Date Y...._..6... 20�/ AP11 IS INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. location of lot and of buildings on premises,relationship to adjoining premises or public streets or cVffthis application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLSCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si � �� ,mL�� m a an tutor name if a corporation) ^ (Mai:''ngaddressofapplicant) (1ii3 State whether applicant is owner,lessee,agent,architect,engineer,gene I contr a",electrician,plumber or builder Ate, ....... Name of owner of premises ......, mon the tax rol or Latesk dee �As d) If applicant is a corporation,signature of drily authorized officer (Name and title of corporate olffi er' Builders License No } �" Plumbers License No l+w:si�t ...A "P Electricians License No. Other Trade's License No.—.--..— L o. ..L =Location of'nd on which proposed work will be done: House Number Street Hamlet County Tate Map No.1000 Section_AQS Block.... Lot— ' www.southoldtownny.gov/DocumentCenterNiew/2506 Page 2 of 2 el Subdivision C,,l j<yry� Filed Map No, Etrt 2, State existing use and occupancy of prenhScs:aVd intended use and occupancy of proposed construction: a. Existing use and occupancy. 1,-At,f-I Is. Intended use and occupanc.--QLI— ..a....... 3. Nature of work(check.which applicable):New Bu i I'd ing Addition Alterafion­ Repair__--.-R.emoval------Demolition—.—Other Work ........... (Descriptiod) 4. Estimated Cost (To be paid on filing this application) 5. If dwelling,number of dwelling units-.-J--Number of dwelling units on each floor if garage,number of cars �e 6- If business,commercial or mixed occupancy,specify nature and extent of each type of use................. 7. Dunensionso f existing structures,if any Front -Rear. ...... Height Number of Stories Dimensions of same structure with alterations or additions:Front Rear Depth —Height Number of Stories r A. Drs'rglre� r(rTIS 0 r'anuic nCIA COrrstniction. From Rear 541 5 Depth Height Number of Stories 9. Size of lot:Front 0A Rear Depth 10.Date of Purchase Name of Former Owner &VW - PC 11.Zone or use district in which prearises are situated 12 Does,proposed construction f)We any Zolurlp law.ordinance or regulation?YES__....._NOZ 13 Will loi be,re-gradod"YEl N0­-"­)X'fll'eKcess fill be reulo%led from premises?YES-/NO__ "W- Phone No.63(-31 e06 NameofArchitect `CAW! K. (ZkkA>6 i ,kddrcsst b6X t h uvl�s Phone No Name of Contractor addresstittjl4x– Phone No.6 3 IS–&96 15 a,Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO Z *IF YES,!S0LJTH0I,D'F0WT lr RUST ELSK, D E.C.PERMITS MAY BE UIRED. b.Is this progeny=within 300 6eer of trdal wetland"*YES NO *IF YES,D.E,C.PERN41TS MAY BE REQUIRED- 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenant,and restrictions with respect to this property?*YES.–.—NCD,,� *IF YES,PROVIDE A COPY. S'rXrF OF NF.,W YORIQ SS: COUNTY OF_.........................._i , I ��)nlmu amed,being duly sworn,deposes and says that(s)he is the applicant (Name of rrid v agnin,�conMwl �e�r ' http://www. ulholdto y.go... April 6,2016 MARYMUrCHELL Ndary Pubic-Stcft of Now Yolk NO.01 Mf6109736 Qualftei h Suffolk County My Cornytilmlon Ex 'tiA ------------ ............................ CAWING LIST I GEN PROJECT DATA PLOT PLAN CD 0 0 0 Z U- FOUNDATION PLAN 0Z Z 0 w w w FIRST FLOOR PLAN fti 0) -1.) k- 0 w < w a: HALF STONY FLOOR PLAN o 0 CL 0 ELEVATIONS i BUILDING SECTIONS CONSTRUCTION DETAILS NYS 2010 BUILDING CODES Uj NYS 2010 BUILDING CODES (CONT.) Z 0 1 LLJ 0 LLJ 0 >< 'PROVALS NOTES LLJ ROSION&SEDIMENT CONTROLS V) -!all include but not be limited to: well maintained Construction Entrance, < LLJ __j LLJ /ire Backed Silt Fencin&stabilization& 0 ,e in of exposed and/or inactive soils. 0 w u -< V) F 1 CD LJ LLJ z �-) �> DRAINAGE INSPECTIONS ARE REQUIREDC) g 0-) F- 0 w r-r) i-- C) Contact TOS Engiwneering at 765-1560 before 0 w 0 Backfill,OR Provide Engineer's Certification of a- -j that the drainage has been installed to Code. SHEET NO. APPROVAL OF STORMWATER MAMAGEMEUT CONT Ola - Date. 7 1 ,, ode Approw by: y. T1 ..........--_............. .... OF -----............. . 1111111111.......... Mrd Scott A. Russell SUPERVISOR N A\\. \\,G1E1\\41EN1F Sou OLD TOWN HALL-P.Oe sox 1179 " i 53095 Main Road-SOUTHOLD,NEWYORK 11971 11 TownSouthold CHAPTER 236 - STOR.MWATER MANAGEMENT WORK SHEET .. �_ ( TO BE COMPLETED BY THE APPLICANT ) APR 19 1 DOE'S THIS PROJECT INVOLVE ANY C_1F° THE FOI LO I Ga (CHECK ALL THAT APPL n Yes ! o A. Clearing, grubbing, grading r stripping which affects more than 5,000 square feet of groundsurface. B. Excavation or filling involving ore than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which xc feet vertical rise to 100 feet of horizontal distance. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Site preparationwithin - loodplain as depicted on a of any watrcoursem [3r[I F. Installation of new or resurfaced impervious surfaces of :1,000 ,square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, P! Complete the Applimt section below with your Name, Signature, Contact Information, Date Ce above, please submitber! Cater 236 does not apply t your project- If you answered S to one or more _ Two cop>!es of a for wateManagement Control Plan and a completed Check List Form to a Building Department your Permit Application. S.C.T. . #: 1000 Bate NAME. Professional,Agent,Contractor,Other) ct APPLICANT: (Property Owner, esu®n Section Pe Y � — Jo Lot r .�. FOR }} bby pp 11pAA ��yy ry g ryg R } p x,, gnnl,rc .a.in,.,,x. II,4":.Y!A_!�:>!_�10_.V. N,. .6 [�H.'.."�.�1fl�. "II.V..0 A u: A� �.0�'hi N....� Contact 1nr'ii-xrr .tiara: a. ' Reviewed 13y: .......Work.. �... ( � for artc:t {rr t$uA Date: C f �o Prcr CI t��� ,a �� A�ypxr'rrvl��@ ta° processing Rldirtg Permit. ... rCSs oC� IOn � 8� � Contra) Paan Not Required,„_. :�^ ..m _ Stort�°��a �� ,li�at��r.rs„lent Storaiwater Mfanagertr r t Co,atrol Ulan is 1?eq sired. (Forward to Engineerrngb apartment. for Review.) FORM 1 SMCP TCS MAY 2014 � 3 APPLICANT, S.C.T.M. #: l000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) IDSI I Stormwater Management Control Plan CHECK LIST NAME: Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing t 101 all Information that has been Required by the following Checklist! �,i:ril=Fr - _.. Tc•Icl,{mn¢NunbOee: -.... _ -__ --- -- ---- - jPaper. I, A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide JustificationFS NO,, NA If you need additional room for explanations, Please Provide additio show all of the following items: � — a Location & Description of Property Boundaries b. Total Site Acreage. - c, Existing Natural & Man Made Features within 500 L.F. - of the Site Boundary as required by §236-17(C)(2). - d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. r - - e. Limits of Clearing & Area of Proposed Ind Disturbance. f, Existing & Proposed Contours of the Site (Minimum 2°Intervals) g. Location of all existing & proposed structures, roads, a driveways, sidewalks, drainage improvements & utilities. ie h. Spot Grades & l=finish Floor Elevations for all existing & - '- ma proposed structures, Re— lir �c I 1. Location 1st: proposed Swimmint Pool and discharge ring. Seeding o ex 0 e j. Location of pt o� ��se� Soil Stockpile Area{s; i — k. Location of proposed Construction Entrance/Staging Area(s). (t _ 1. Location of proposed concrete washout area(s). I in, Location of all proposed erosicn&sediment control measures. - 2. Stormwater Management Control Plan must include Ca)culatlons showtng tE _ that the stormwater impravements are sized to capture,store,and infiltrate -- S r Dber on-site the run-off from al! impervious surfaces generated by a two(2)Inch SE nRinrt 'Callon rainfall /storm event, rnvide n9l o - een 3. Details&Sectional Drawings for stormwater practices are required for approval, hay items recuiring details shall Include but not be limited to; E a. Erosion & Sediment Controls, I b. Construction Entrance & Site Access. - c, Inlet Drainage Structures (e,g.catch basins,trench drains,etc.) - d. Leaching Structures (e. . Infiltration basins,swales,erc.r - ! SE () Ly, Additional Information is Required. I Stormwater Management Control Plan is Not Complete.. Reviewed & , Approved By: - Stormwater Management Control Plan is Complete. Date; SMCP has been approved by the Engineering Department.. FORM * SWCP Check List -TOS MAY 2014 S,C.T.M. NO, DISTRICT: 1000 SECTION: 108 BLOCK: 4 LOT(S):7,21 S Or............ U.P. VACANT-,AGRICULTURAL U.P. 50, ELIJAH'S LANE CL 42.6 Elprillqlz�" 4 DAI E Cj' S38*38'50"E r 151.02' MON. EL 42.04" MON. EL 42.2 CL 41.8 O ci c') LOT 18 C11 EL 41.8 LOT 17 3-4 BEDROOM VACANT SYSTEM DWELLING 150 000 CAL.TANK A/PUBLIC WATER (1)B-OLU12'DEEP POOL ?so*- E L(41.5) EL(41 MIN L 41.3 PROPOSED -0 2 STY :0, DWELLING NG 47.3 211' IST, 1,882 S.F. 2ND: 930 S.F.OL DR BROWN 1.0, CL 41.7 ID N SANDY LOAM 't GARAGE FFL(44.0) CA 1- z GF(42.0) 30-0' BROWN SM LOAMY SAND 2.0' RESERVED AREA FOR 01 POSSIBLE FUTURE 91 EL(4t5) EL(41.5) HIGHWAY DEDICATION. 0-1 16 CLAYEY (AS SHOWN ON FILED MAP) Sc SAND 3.8' LAWN 10.2' I ENCROACHMENT PALE BROWN MEDIUM SP To EL 41.3 11 -------- COARSE EL 40A SAND NO WATER N38*14'50"W 155.87' 17' MAP OF ELIJAH'S LANE ESTATES SEC. 3 DEC. 5, 2015 VACANT K. WOYCHUK LS 150, FILED OCT. 8 1996 #9913 THE WATER SUPPLY, WELLS, DRYHELLS AND CESSPOOL LOCA17ONS SHOWN ARE FROM FIELD OBSERVATIONS ZONED R-40 AND OR DATA OBTAINED FROM OTHERS . AV088 AREA: 41,601.19 SQ.FT. or 0.96 ACRES ELEVATION DATUM. --N-------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO 77115 SURVEY IS A WOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND DIV HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM ME PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED To MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE STRUMIYES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 18 CERTIFIED TO:-WAYNE GOLDBERG; MAP OF: ELIJAH'S LANE ESTATES, SEC. I FILED: FEB. 14, 1974 No.6065 SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKProfessional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE(631)298-1588 FAX (631) 298-1588 FILE 111 15-220 SCALE: 1"=30' DATE: DEC. 1, 2015 N.Y�S� LISC, NO, 050882 , maintaining the records of Robert J.Hennessy&Kenneth M.Woychuk TAF9M? �G6Fr����� S.C.T.M. NO. DISTRICT: 1000 SECTION:108 BLOCK: 4 LOT(S):721 4rmnuAe FAser a+norr rosn .coo a.ann TYPICAL DRYWELL CROSS SECT" (CONC.PRECAST COAAPONENTS) nKwA,ao Ae" anoiuLv+ucw Y ataf _ A"WAm Tri ArS __�� Aq A � E*61 tEWu1D eeaA'4 V4Ye' peey^¢q e/0%'1• O O❑❑ u.P. u.P. rCt., VACANT-AGRICULTURAL -�R-160-Ir�- ,,,,,...-..-_.-..-.._.. .........................-,...r..-..-...-..-_ WATER MAIN ELIJAH'S LANE 01.42.6 X AK 8'COLLAR i BACK FILL YATERML TO BE rrww� + GUTTER DRAIN B 151.Q2' uoN. CLEAN SAND ANO GRAVEL ?A �A S38'38'50"E A MON. 8'Dux4'DEEP.+-. r EL 42.0 DRY WELL Mti tl r .3 1 �'• EL 42.2 CONSTRUCTION ENTRANCE Al CL 41.8 p Y V � N In II LOT 18 i h PROPOSED CLEARING 21,100 S.F, t CV j SpL7 FENCE 1 4 ,✓' STAGING AREA. — EL 41.8Y _ � I" LOT 17 1 PROPOSED SOIL 3-�EDRtlON 1 STOCK PILE AREA '� 7,000 CAL.TANK\ VACANT v % g I (1)8'Dp IVDEEP POOL W/PUBUCDWELL'WATER 150' 1jV yF7 1 ISO'i.- I CQMCRE WASH OUT AREAT _ .�.�`"- GA-� EI ROPOSEDJ0'NIN10'OA,6`DE P Lv_...._.._...._.._J STY FRM 9I DRY WELL WELLVNG. c 1ST: P,682 S.F. 6 2ND:93O S.F. n \ I GARAGE FF7.(44.0) R CL 41.7 co \ GF(42 0) aV.®' 30.01 -------� ! Q �I 2ND FLA.DECK 1' ELEV.47.3 EL(41.5) .EA.4 RESERVED AREA FOR Cyt 8'DIAxB'DEEP „ OL 09 YY OW 7.0' POSSIBLE FUTURE HIGHWAY DEDICATION, ORI'WELL (AS SHOWN ON FILED MAP) \y 7.5' SM OAIAY D 2.0BROWN ' Il :- CLAYEY \ SILT FENCE LAWN A^ Sc SAND 3.8' ( \ ENCROACNMAT I PALE 10.2' SRO" EL 41.3 I EL 4C..4 MEDIUM SP TO '— ...-... . COARSESAW DRAINAGE CALCULATIONS: N38"14'50"1Y 155.87' NQ"°ER _ ")1882'oi666.3 z i'' 1501 DwREo MAP OF ELIJAH'S LANE ESTATES SEC. 3 OEG S.2015 DEEP DRYWELL-353oi PROVIDED K.WOYCHUK LS B)ORWEWAY=900 SO.fT.(900 x 0.166=149.4< 150 CF VACANT FILED OCT. $ 1996 #9913 (1)WDLA x 4'DEEP DRYAAELL= 169d PROVIDED REVISED 04-27-16 8)ORVEWAY=2,100 SOFT.(2100 x 0.166-348.6<349 CF THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL ZONED R-40 (1) 10'DIA x 6'DEEP DRYWELL=4104 PROVIDED LOCAOR DASH OBTA REOFROMFROfFIELD OTHOBSERVATIONS ANDAREA: 41,601.19 SOFT. or 0.96 ACRES ELEVA77ON DATUM: _NAVD88_______________ _ UNAUTHORIZED ALTERA17ON OR ADD17701V TO THIS SURVEY IS A WOLAY701V OF SECTION 7204 OF THE NEW YORK STATE EDUCA7101V LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR NHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 18 CERTIFIED TO: WAYNE GOLDBERG,- MAP oF: ELIJAH'S LANE ESTATES, SEC. 1 FILED: FEB. 14, 1974 No.6065 SITUATED AT: MATTITUCK - TOWN OF: SOUTHOLD KENNETH Al WO'YCHUK LAND SIURVE..YING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design . j*10'y 0 P.O. Box 153 Aquebogue, New York 11931 FILE g 15-220 SCALE: 1"=30' DATE: DEC. 1, 2015 -- PHONE(631)298-1588 PAX(631) 298-1388 N.Y.S. LISC. NO. 050882 1 maintaining the records of RoherL J.Hennessy t Kenneth Y.soyehuk Asse_SS76 rs 20/0 fRegldert/a/ Code 01/' New >'ork State NAILING SCHEDULE (WFCM TABLE 3.0 TOP PLATE SPLICE REQUIREMENTS REScheck Software Version 4.6.1 iC�' TABLE 830120) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA *THIS SCHEDULE MEETS THE CRITERIA FOR A (WFCM TABLE 321) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AiR THREE SECOND WIND 6;UST SPEED OF 120 M.P.N. BUILDING MINIMUM SPLICE Compliance Ceft'f'c to NOW LOAD DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ROOF FRAI"iING DIMENSION (FT.); LENGTH (FT.): X (pef) SPEND CATEGORY WEATHERING FROST LIE TERMITE DECAY TEMP. ('F) REQUIREMENT INDEX NUMBER OF NO ~ w JOINT DESCRIPTION COMMON NAILS NAIL SPACING 12 2LJ 20 120 C SEVERE 36 INCH MODERATE SLIGHT TO 11 YES599 Rafter to Top Plate (Toe-Nalled) 3-66 Per Rafter 16 3 ► W TO HEAVY MODERATE Ceiling Joist to Top Plate (Toe-Nalled) 3-Sol Per Joist 20 4 Project Goldberg Residence o Ceiling Joist to Parallel Rafter (Face-Nailed) (see table 3.9e) Each Lap Z IL 1. AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TIMES. Ceiling Joist Laps Over Partitions (Face-Nalled) (see table 3.9a) Each Lap 24 4 Energy Code: 2010 New York Energy Conservation Q 0 2. DESIGN IS IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION Collar Tie to Rafter (Toe-Nalled) (see table 3.68) Per Tie MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 EDITION. Blocking to Roof Rafter (Toe-Nailed) 2-6d Each End 28 5 Location: Suffolk County, New York 8 x 3, DESIGN LOAD CALCULATIONS: (AS PER SECTIONS RBOIA THRU 8301.6 OF RESIDENTIAL CODE OF NEW YORK STATE Rim Board to Rafter (End Nailed) 2-1601 Each End 32 6 Construction Type: Single-family p LIVE LOAD 40 p.s.f. (ROOMS OTHER THAN SLEEPING ROOMS) WALL FRAMINCx 36 Project Type: New Construction O O O 30 p.s.f, (SLEEPING ROOMS) NUMBER OF Conditioned Floor Area: 0 ft2 40 8ct 40 p.s.f. (DECKS) JOINT DESCRIPTION COMMON NAILS NAIL SPACING Glazing Area 10% 0 W a 10 p,sS, (ATTICS WITHOUT STOR4GE), 20 p.s,f, (ATTICS WITH LIMITED STORAGE) 1 50 10 Climate Zone: 4 d tD 2 Top Plate to Top Plate (Face-Nalled) 2-16d Per Foot {5750 HDD) L) DEAD LOAD a 10 p,s.f. (ACTUAL WEIGHT OF MATERIALS) Top Plates at Intersections (Face-Nalled) 4-16d Joints - Each Side J � U) SNOW, WIND 4 SEISMIC LOADING - REFER TO CHART ABOVE. 60 12 Permit Date: Stud to Stud (Face-Nalled) 2-16d 24 o,c. LLI U W Header to Header (Face-Nailed) 166 16" o.c. Along Edges 70 14 Permit Number: X Top or Bottom Plate to Stud (End-Nailed) 2-16d Per Stud �I�sN A N07ES : Bottom Plate o Floor Joist, aped)eanclJ (st, 2-1601 1� Per Foot 80 1Construction Site: Owner/A ent: Desi ner/Contractor:Iiiik�"'�-'' !1/_.l.` End ofet or Blocking !Face-Nalled) � g I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE TO Wayne Goldberg G.A.O. Enterprises, Inc. FLOOR FRAMING TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT. t>7 N Q THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING Mattituck, NY P.O. Box 186 p RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, NUMBER OF SHALL BE REDUCED IN ORDER TO PROVIDE AN Moriches, 90 11955 m m JOINT DESCRIPTION COMMON NAILS NAIL SPACING EQUIVALENT NUMBER OF NAILS. 516-526-5903 TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK Joist to Sill,To Plate or Girder (Toe-Nalled) 4-Sol per Joist gaoenterprisesny@aol,com Top 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING -UU Brid in to Joist (Toe-Nalled) 2-Sd Each End 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT, IF IN THE COURSE OF g 9 LOCATED IN EXPOSURE B OR C ocking to Joist (Toe-Nalled) 2-Sd Each End l CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTOR BBlocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block 3,COP PLATES SHALL BE A MINIMUM OF STUD GRADE SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR Ledger Strip to Beam (Face-Nailed) 3-1(001 Each Joist MATERIAL ,° " , r }- FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME Joist on Ledger to Beam (Toe-Nalled) 3-601 Per Joist Compliance: 16.6%Better Than Code m Maximum UA: 313 Your UA: 2si v� U) L Z ALL RESPONSIBILITY 4 LIABILITY ARISING THEREFROM. Band Joist to Joist (End-Nalled) 3-166 Per Joist W Band Joist to 5111 or TO Plate (Toe-Nalled) 2-1601 Per Foot The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules, U UJ 0 `bO p 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS 1 ALLOWABLE DEFLECTION OF It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. - :3 NOTED OTHERWISE. ROOF 5I4EATNINC% STRUCTURAL MEMBERS > } Y) o 3. HOMEONNER AND/OR CONTRACTOR 15 RE5PON51BLE FOR ALL REQUIRED IN5PEGTIONS UJ (DZ 'U p_ DURNING THE COURSE OF CONSTRUCTION. NUMBER OF (PER TABLE R30I.1 RESIDENTIAL CODE of N.Y.S.) UJ JOINT DESCRIPTION COMMON NAILS NAIL SPACING ALLOWABLE Envelope Assemblies {n 4. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE W/ THE RESIDENTIAL CODE OF NEW YORK STRUCTURAL MEMBER Q X 2 Structure I Panels DEFLECTION STATE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED t_ . _ Interior Zone Location ad 6 Ed a/12 Field RAFTERS HAVING SLOPES GREATER THAN L/180 ." T` i, w" Q Z O TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS g i ` ;' m Perimeter Zone Location ad 6" Edge/6" Field A 3 PITCH WITH NO FINISHED CEILINGS § �r - r1/ ^- Q (�0 Q SNOW LOADS, WIND 4 SEISMIC LOADS PER CODE SECTION R301• ATTACHED 70 RAFTERS ' r < f1.� 2 5, ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF NATIONAL ELECTRICAL Gable Endwall Rake or Rake Truss w/ 801 4 Edge/4 Field u n FQ Z -N C _. Lookout Block � F-, z U N CODES IN ACCORDANCE WITH THE NEW YORK BOARD OF ELECTRICAL FIRE UNDERWRITERS Gable Endwall Rake or Rake Truss w/o ad o" Edge/6" Field INTERIOR WALLS t PARTITIONS H/180 Ceiling 1: Cathedral Ceiling 912 30.0 0.0 0.034 31 _J AND SHALL BE INSTALLED BY A LICENSED 4 INSURED ELECTRICIAN. Overhang FLOORS 4 PLASTERED CEILINGS L/360 =) _U 6. ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. BUILDING CODES AND SHALL Die onal Board Sheathing Ceiling 2: Flat Ceiling or Scissor Truss 191 38.0 0.0 0.030 6 n g g ALL OTHER STRUCTURAL MEMBERS L/240 � I-' 111x6" or i"x8" 2-Sol Per Support BE INSTALLED BY A LICENSED d INSURED PLUMBER pp EXTERIOR WALLS: WITH PLASTER H/360 Wall 1: Wood Frame, 16 o.c. 800 19.0 0.0 0.060 39 Z U 0 1 xl0 or Wider 3-86 Per Support Q = U L. J 1, APPLY FiRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE OR STUCCO FIN16H Window 1: Wood Frame:Double Pane with Low-E 75 0.280 21 REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. CEILING SNEAT�41NG EXTERIOR WALLS: WIND LOADS WITH L/240 w U X O S. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED NUMBER OF BRITTLE FINISHES Door 1:Solid 40 0.500 20 Z 0 OTHERWISE. (n O U) Q JOINT DESCRIPTION COMMON NAILS NAIL SPACING EXTERIOR WALLS: WIND LOADS WITH L/120 Door 2: Glass 40 0.410 16 9, DO NOT SCALE DRAWINGS, FLEwBLE FINISHES ��.... 10, ALL LUMBER 4 PLYWOOD MUST BE GRADE STAMPED. G sum Wallboard 501 Coolers �" Ed a/10" Field I■�N U O N NOTE:L ■ SPAN LENGTH Wall 2: Wood Frame, 16" O.C. 1,292 19.0 0.0 0.060 71 W 11, FLOOR, CEILING, ROOF JOISTS, HEADERS 4 WALL STUDS TO BE DOUG. FIR 02 WITH A MIN, WALL SNEATj-IINC� H . SPAN HEIGHT � U N fb=825 p.s.i. NUMBER OF a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 Window 2:Wood Frame:Double Pane with Low-E 92 0.280 26 U= X 12, WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS TIMES THE COMPONENT t CLADDING LOADS FOR THEF- H- OVER ALL WINDOW, DOOR, ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE JOINT DESCRIPTION COMMON NAILS NAIL SPACING PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN Door 3: Solid 20 0.500 10 Z Q� 13. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. Structural Panels b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE: THE Fl1AllWood Joist/Truss: Unconditioned S 14, ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. Interlor Zone Location ad 6Floor - " Edge/12" Field LENGTH OF THE CANTILEVER 1 pace 625 30.0 0.0 0.033 21 wo 0 15. ALL FLOOR OR CEILING JOISTS !WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER Perimeter Zone Location ad 6" Edge/12" Field c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN (� W ROOFS OR WALLS OF SUNROOM ADDITIONS OR ATI O Fiberboard Panels PATIO COVERS, MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. 1/16" 6d3 3" Edge/6" Field NOT SUPPORTING EDGE OF GLA68 OR SANDWICH PANELS,THE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other W 16. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL 25/32" Sd3 3" Ed a/6" Field TOTAL LOAD DEFLECTION SHALL NOT EXCEED 1-/60,FOR calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Ener L Ub „ Ed!@e/6" SANDWICH PANELS,USED IN ROOFS OR WALLS OF SUNROOM p pp p p g g Energy 1 U LI STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, Gypsum Wallboard 501 Coolers 7 Edge/10 Field ADDITIONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirem 3,)( � - Ld W nts listed In BEAMS, OR OTHER MEMBERS BELOW. Hardboard ad 6" Edge/I2" Field SHALL NOT EXCEED L/120 the REScheck Inspection Checklist. W 11. LAMINATED LUMBER TO BE TRUa JOIST MICROLLAM LVL 1.9E Particleboard Panels ad (As Per Manufacturer)SERIES (OR EQUAL). G.A.O. Enterprises, Inc. �- �L) LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, Diagonal Board Sheathing 111x6" or 111x8" 2-Sol Per SupportI Name-Title Signature Date W2 (]_ NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH 1"x10" or Wider 3-Sol Per Support HEADER SCHEDULE O13 CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION FLOOR SI-��ATHINCx ALL MATERIAL FOR WOOD FRAMING TO • UALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS Project Title; Goldberg Ln o FER MANUFACTURER'S SPECIFICATIONS, HAVE A MINIMUM fb OF 825 P.S.I. J g Residence Report date: 03/23/16 z 0)_ 18. ALL SKYLIGHT OPENINGS ARE Data filename: D:\My Projects\2016 JOBS\16-017\16-017.rck 00)t` E t0 BE DOUBLE FRAMED WITH JOIST HANGERS. JOINT DESCRIPTION COMMON NAILS NAIL SPACING NOMINAL LUMBER SIZE: SPANS: JLO C\J le. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS Structural Panels • 'Q (L 6 C OF ACI-64 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'C 3500). P or Less ad 6" Ed0e/12" Field (2) 2X(o UP TO 4'-0" I- • 0)- M + REINFORCING STEEL SHALL CONIFORM TO ASTM A615 GRADE 60. Greater than P loci 6" Edge/o" Field �?� 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF Diagonal Board Sheathing (2) 2X8 4'-0" TO 6'-0" W 0 co(; U "^ 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY 1'x6" or 1"xid 2-Sol Per Support • ❑ �-- ' 111x!0" or Wider 3-Sol Per Support (f� CONTRACTOR I$ TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING (2) 2X10 6'-0" TO 8'-0" Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. Ld UJ WITH ANY MORE WORK. WLL w 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS 4 ONE ON EACH FLOOR If wall sheathing is naked 3 on-center at the panel edge to obtain higher shear capacities, (� Q w nailing requirements for structural members shall be doubled, or alternate connectors,such (2) 2X12 8'-0" TO 10'-0" co LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. as shear plates,shall be used to maintain the load path, rn 22. KITCHENS 4 BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. 2 POSTS SHALL BE 4X4 (NOMINAL) 23, DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE When wa11 sheathing 1s continuous over connected members, the tabulated number of nails INSULATED. shall be permitted to be reduced to I-Wool nail per root. *NOTE: ALL SIZES CALLED OUT ON ANY Or- 24. F24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW THE FOLLOWING DRAWINGS WILL SUPERCEDE WITH GLASS LESS THAN 18" ABOVE FLOOR, THE GLA55 IS TO BE TEMPERED. 3Corrosion resistant 11 gauge rooring nails and 16 gauge staples are permitted, check TH15 SCHEDULE. -' 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF Res tdentlaI Code of New `cork State for additional requirements. WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. , `f SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY 4 SHALL HAVE A MINIMUM AREA OF 5.1 SQ, FT, WITH A MINIMUM HEIGHT OF 24" 4 A MINIMUM WIDTH OF 20" •• WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL SQUARE FOOT,AGES ABOVE GRADE STORIES, (FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 FIRST FLOOR: !� O 50, FT, OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS, 26, THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER NEW YORK GARAGES 1212>f< STATE BUILDING AND SAFETY CODES AND PROVIDE REQUIRED EGRESS BEFORE LIVING SPACE: 6351 UTILIZING IT AS LIVING SPACE. EXTERIOR LANDINGS: 21* 21, INTERIOR FINISHES AS PER OWNER/BUILDER AGREEMENT. / SECOND FLOOR Q Z LIVING SPACE 912* - DECK: 310 LEGEND 4 rAE3MREVI,ATIONS ROOF X14" V.T.R, ' fLU ^ DENOTES 2x6 L.VL. LAMINATED VENEER L - - - - 2" - LUU 1 FRAMED WALL LUMBER ( 1 -- T-- - - - - -� Z O ZZ DENOTES LOAD P.S l.. PARALLEL STRAND I I I V O BEARING WALL LUMBER <i I i i i Z O DENOTES HIGH OR E PLATE 13" 1111/2" 2" 11i1/2" 111/2" LOW PLATE 3: •• P.T. PRESSURE CREATED ® DENOTES POST LUMBERI 1 W.G. PED SINK, ,n DENOTES POSTED R.O. ROUGH OPENING 1 SH WEIR 11/1/2® LOAD FIROM 2nd FLOOR 2" O ABOVE T/ TDP OF �- - - - - 1 . (� ABY. ABOVE Y.IF. VERIFY IN FIELD G.D `C.O.I 3„ C.O. O A.S.F. ABOVE SUB-FLOOR INDICATES DOOR 4 B.P. BEAM POCKET SWING DIRECTION W/ qJ SIZE CALLOUT 00 11_ 1► 7 ct GENTERL.INE Ips I.E.: "2668" INDICATES 3" 1111/211 12" 111/2" a 2'-6" x 6'-8" SiZE CLG. CEILING DOOR EXIST. EXISTING; DETAIL NUMBER LAV W.C. T B SAP\TE OFN FL, FLUSH 2 DRAWING SHEET let FLOOR 3 ?� O DETAIL APPEARS 2 G.O. r" �` '�•��'�N � FLR. FLOOR / GAL V. GALVANIZEDCY HDR HEADER �5�� SECTiON DESIGNATION F'A'I' - i A- 4 HT. HEIGHT � G C PROJECT NO.. SCALE: L.S.L. LAMINATED DRAWING SHEET TO ACzENCY HT I STRUCTURAL SECTION APPEARS APPRv'D.SYSTEM 16-0I'1 A5 NOTED LUMBER DRAWN BY: CHECKED BY: G.A.O./M.G. SAN I I AR**,r AA57E 15r= 1:) I ARAM NOT TO SCALE DRAWINGNO.; OF 19'-0 1/2" 35'-2 1/2" F- w Lu kb p INDICATES 14" x3(o" MIN.DEPTH z u_ POURED CONC.SONATUBES Q w A HELD AT GRADE.PROVIDE GALV.METAL POST HOLDER TO p CONNECT ACQ POSTS TO CONC. 50NATUBES - TYPICAL FOR 9. LL O - - - - - - - - w ILI w v I fW (X 0 i 10'-91/4" EQUAL EQUAL EQUAL 9'-51/4" \K) S1 TA5LE OF MINIMUM COMPRESSIVE STRENGTH OF CONCRETE ITEMS r2a m m -AS PER T,45LE R402.2 FOR SEVERE EXi=OSURE- , .--- �-► — - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - — MINIMUM SPECIFIED TYPE OR LOCATIONS OF CONC. CONSTRUCTION COMPRESSIVE STEENG�sTI-I CF'c AT 28 DAYS, psi) - - - - - - - - - - - - :z ..__ BASEMENT WALLS, FOUNDATIONS NOT a I I I I 0 N 1., It) Z EXPOSED TO THE WEATHER 2,5(am I PROVIDE HIGH EFFICIENCY ml I I I m V LLJ UJ ,� o BASEMNET SLABS t INTERIOR SLABS ON a I CONDENSATING BOILER GRADE EXCEPT GARAGE FLOOR SLABS 2,5mm I DIRECT VENTED t0 EXTERIOR I I i� I a W �Z fi BASEMENT WALLS, FOUNDATION WALLS, _ LINE OF LANDING ABOVE I PER MANUF.SPECIFICATIONS '` I j I Ur EXTERIOR WALLS E OTHER VERTICAL CONC. 3 mmmb _ PROVIDE 100 SF.OF sig" DROP TOP OF WALL DOOR LOCATION TYPE "X"GYPSUM BOARD �i I FOR SLAB OVER I I Z O U u SURFACES EXPOSED TO THE WEATHER 2x6 ACQ LEDGER SECIURED TO HOUSE 3'-0" I OVER BOILER AREA I I I u Q d m O 'Q DRIVEWAYS, CURBS, WALKS, PATIOS, PORCHES, W/%1" GALV.LAGS 12"' D.C.STAGGERED. �tF— 7 CARPORT SLABS E OTHER FLAT WORK 3,5mma'b SECURE DECK JOISTS iiO LEDGER W/ "� _ I I (2)_2x10 FLUSH BEAM_ - - I - I I l" �O FACE MOUNT HANGERS z EXPOSED TO WEATHER, GARAGE SLABS I I I J u (1)ACQ 2x(o DROPPED AT EACH SIDE OI I INDICATES 3-1/2"o STL---)_ _..I a.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND 4x4 ACQ POSTS.REFER TO ACQ POSTS. - COLUMN ON TOP OF THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN REFER TO "TYPICAL F45TENER SCHEDULE i I 24°44"4" POURED Z U ACCORDANCE WITH FOOTNOTE b. 2 I I CONC.PIER FOOTING I I I I O O L- T EXTERIOR LANDINGS,SHEET '1 b.CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY r—. _ S'-1 1/2" 7'-1" 19'-0" I (� O VOLUME OF CONCRETE) SHALL BE LESS THAN bio OR MORE THAN 'iio "` �� % — - - - - - - - - - - - - - - - - - - - J I I UNEXCAVATED j j w�l O z 0 �— — — — QO I I 4" POURED CONCRETE SLAB I I NN h > I I WITH 6x6-1.0/1.0 WWF OVER I ( O W _J ul I I 6 MILL VAPOR BARRIER ON TOP OF WELL COMPACTED a u a� 2x10 FLOOR JOISTS, 12" O.C. I I PROVIDE 11/2" PERIMETER I I Z >II I EXPANSION JOINT t SLOPE TO I I m 0 S OVERHEAD DOORS ,� U BA5EMENT I I I I w to 0 ' '` N a 4 POURED CONCRETE SLAB �e�I OVER 6 MIL VAPOR BARRIER ON TOP OF WELL COMPACTED I I I I W x S SOIL.PROVIDE 'V2" PERIMETER I I I I 2 w L, E 0 I� EXPANSION JOINT, I I I I LL O 2 I m I I I I Z rn- Jo I I I I DROP TOP OF WALL DOOR LOCATION I I W 'Q o� in N �I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ J I FOR SLAB OVER I Q 0- Oi0 N 110 — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - Wzmco VK, 2x6 ACQ LEDGER SECURED TO HOUSE '�' IQ — — — — — — — — — — — — — — — — �� 5.., — W/ka"ro GALV.LAGS 12" O.C.STAGGERED. ! `" m 2a 2a � W W SECURE DECK JOISTS TO LEDGER W/ I - % n g 1L � FACE MOUNT HANGERS I _ _ __ % v g to I (1)ACQ 2x6 DROPPED AT EACH SIDE OF n o LL 44 ACQ POSTS,REFER TO ACQ POSTS. I I 4 8 _ REFER To "TYPICAL FASTENER SCHEDULE W 6 d AT EXTERIOR LANDINGS",SHEET '1 LINE OF LANDING ABOVE I ` v I r.I DROP TOP OF WALL DOOR LOCATION I I , O I FOR SLAB OVER I I i UNEXCAVATED I I m z z �I I I 4" POURED CONCRETE SLAB I I .. WITH 6x6-1.0/1.0 WWF OVER ,4 Q I 6 MIL VAPOR BARRIER I I n ON TOP OF WELL COMPACTED I I li I PROVIDE 1i2" PERIMETER — FLUSH HEADER AS PER PLAN I I EXPANSION JOINT a SLOPE TO I I Nlu FACE MOUNT HANGER BY U.S.P. I I OVERHEAD DOORS OR EQUAL, MODEL NO. AND NAILING PER MANUFACTURER'S JOfST AS PER PLAN SPECIFICATIONS I I I I m �— I I I ' Lu to 1/2" GYP. BOARD AT 16' D.C.L3(o METAL STRAP TIES i ( I i �, < O I ► „� _l O I I I I — 3:no IL .. :n Lu r=7AIL N.T.S. ► — - - - - -- - - - - - - - - - - - - - - - - - - - - - - I m Q V► 1U —7' — 2 CAT BEAMS TO BE REINFORCED) 2a — — — — 2a V / —1Q O LU # NOTE: � 0� M I ANCHOR BOLT NOTES:, 1. AT ALL FLOOR JOIST OR FLUSH SEAM TO n� W i-- 1. TYPICAL ANCHOR BOLTS SHALL BE WITH MIN. 12" EMBEDMENT, SPACED 36" O.C. MAX. FLUSH BEAM CONNECTIONS, U.S.P. (OR 2.AT ALL FOUNDATION CORNERS, ANCHOR BOLTS SHALL BE va"o. EQUAL) CONNECTORS SHALL BE PROVIDED (�(� REFER TO DETAIL A, THIS SHEET STATE 0 .�v '-8 I/2" 16'-3" -8 I/2" ��` PY+' a,Fti" _ V 'r: �z- 25'-9 1/2" 8'-9 1/2" 0 NAL �'J O U N i/ r J I 1 O N F Lm A N PROJECT NO.: SCALE: �j` SCALE: 11411 * 1'—m" 16-017 AS NOTED NOTE: ALL FOUNDATIONI WALLS S" POURED CONC. KEYED TO 8"x16" POURED CONC, FOOTINGS UNLESS NOTED OTHERWISE, DRAWN BY: CHECKED BY: FOUNDATION WALLS TO BE HELD 4" MIN. ABOVE GRADE G.A.O./M.G. ALL FOOTINGS SHALL BE V-m" MIN. BELOW GRADE, STEP FOOTINGS AS REQV, TO MAINTAIN MIN. DEPTH (ODENOTES H,4RIDWIRED SMOKE DETECTORS, TYPICAL. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE. DRAWING NO.: 2 OF 9 54'•3° Q I- w 10146" Lu 3 1/4" EQUAL EQUAL EQUAL 1/4" fj10 IL z rov Q w ,4 <ci S PROVIDE COLUMN COVERS V O a O (TO BE SELECTED)AT 4x4 O O 0 zt ACQ POSTS I..- - - - __ - - -" - - -- - — _ _ _ _LINEOFDECKABOVE - 1 Lu n' UJ n n " 1 i- " _ R- 1K a l� 8-9 I/2 1 2 1/2 19 2 1 2" 4'-6" �0 v0 w F I RST FLOOR loll NPOA SCHEDULE 4 3 9-2 10' I/2 cp � MANUFACTURER: ANDERSEN, 400 SERIES WITH LOW-E GLAZING ROOM WINDOW CONFORMS WITH CONFORMS WITH GLAZED OPENING 2140" ' f 2'-6" EMERGENCY MISSILIr TEST PROTECTED WITH ESCAPE REQUIREMENTS (2) STRUCTURAL PANS=LB I AXW31 A W3 AXW31 REQUIREMENTS (1) AS PER 8301.2.1.2 (3) TWO CAR GARAGE AX201 NOT REQUIRED NO YES LAY. W. TUB M AX281 NOT REQUIRED NO YES r\ AX281 NOT REQUIRED NO YES C 31/4"1 WOOD LANDING WITH STEPS N ]- � A21 NOT REQUIRED NO YES = _ _ _ _ _ _ _ DOWN TO GRADE AS READ_ z p�j STORAGE TW21042 NOT REQUIRED NO YES i- STEPS SHALL HAVE MAX. B,4TN ;n �' uj - b1� FOYER 8056 NOT REQUIRED NO YES RISER HT,OF 6-114",TREADS y- o SHALL BE 9 MIN.DEPTH pc W W z A 8m56 NOT REQUIRED NO YES >�ui r - Ln d co X c BATH 431 NOT REQUIRED NO YES c Z OU v TWO GAR GARAGE AXW31 NOT REQUIRED NO YES � � 3-0" - Z 0]a \ � AXW31 NOT REQUIRED NO YES CLOSET `n r d 0 0 L_ Q Lu AXW31 NOT REQUIRED NO YES 01 d -� c TW210410 NOT REQUIRED NO YES '�I � o�� �m J Z � ko 1. THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: D 0 NET CLEAR OPENING 5.1 SQUARE FEET, NET CLEAR OPENING �� z-lu „ F ~ Lo ., V HEIGHT 24 INCHES, NET CLEAR OPENING WIDTH 20 INCHES, SILL 3 4'-10 1/2' V-4 1 3'-10” Z 5 wV d' HEIGHT LESS THEN 44", OPERATIONAL FROM INSIDE WITHOUT KEY l9 3068 METAL INSULATED DOOR O = V L, OR TOOLS. m WITH SELF CLOSER l"C" LABEL) U x . I 'G� TW2 042 "' PROVIDE 2668 INSUL. 2.GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL 3R' PROVIDE STEPS WITH RAIL = Z O BASEMENT DOOR O �d MEET REQUIREMENTS OF LARGE MISSILE TESTS ASTM E1996 AND DOWN TO SLAB AS REQUIRED - � ASTM E 1886. U 0 3.SEE DETAIL BELOW: 2 CAR GARAGE ki INSTALL N." TYPE "X"FIRE-RATED N = U U) --- GYPSUM BOARD ON ALL WALLS 4 In AND CEILING Ju Cbig 0 U o 0 PROVIDE %"x48" "C" LABEL - - low d H d �J N STORAGE WINDOW UNIT,2W1H CONFIG. V � AV W/MONO MUNTIN,950 SERIES ej AS MANUFACTURED BY LuW W LLJ FYRE-TEC.PROVIDE LOW-E PROVIDE 96"x48" "C" LABEL GLAZING O w (L Q WINDOW UNIT,2WIH CONFIG. n, U W W/MONO MUNTIN,950 SERIES � Z 000) AS MANUFACTURED BY 0 J-3 FYRE-TEC.PROVIDE LOW-E `" J Lor Ln N N z GLAZING ,n (L aid p ¢ a� 3068 TRY - w Z C9 IP 16080 GA E DOOR L) , ... ul — — — — LINE OF BALCONY ABOVE - - - - - - - - - - - - - - - WOOD LANDING WITH STEPS co 3068 METAL INSULATED DOOR i DOWN TO GRADE AS READ- W WITH SELF CLOSER("C"LABEL) STEPS SHALL HAVE MAX. I �o PROVIDE STEPS WITH RAIL RISER HT.OF 8-Ii4",TREADS DOWN TO SLAB AS REQUIRED 4'-10" SHALL BE 9"MIN.DEPTH Or OPEN TO A50VEr O •• 2 CAR GARAGE INSTALL Na"TYPE "X" FIRE-RATED < tu :z �I GYPSUM BOARD ON ALL WALLS ,p Z AND CEILING N&ro . 7. r WALLS LEGEND F— DENOTES zx(o S v FRAMED WALL ' Lu DENOTES LOAD rr'' '' U) BEARING WALL Q - - - - - - - - - - - - - - - - to Z DENOTES HIGH OR a� O LOW PLATE C Z ® DENOTES POST ' VI Lu LOAD FROM (1 ABOVE ++--�� (1 -3 AX281 A 81 AX251 .(1 O -1 lu # Oly 0. 6'-41/2" 9'-10" 9'-10" TAHIRM.QURESHI,P.E. �P-IE OF I t R M. pU A .pOH df O P �� S T L o a AINPROJECT NO.: SCALE: SCALE: 'i4" 1'-ta" 16-017 A5 NOTED 0 DENOTES HARDWIREI:> SMOKE DETECTORS, TYPICAL. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE. DRAWN BY: CHECKED BY: G.A.O./M.C. T.M.Q. DRAWING NO.: 3 OF 9 10 10 46'-0 1/2" 10 41-11 1/2 F— W 34'-7 4'-212" } w Lu �o z LL O A w a � PROVIDE 36" HIGH OPEN w HANDRAIL NOT TO PERMIT U 0 A 4"0 SPHERE TO PASS. w p a ILLJ ii Lli DI=CK W (Y QC G SECONP FLOOR Jill NPOA SCHEPUL� 8-4 2,'-►11/2" MANUFACTURER: ANDERSEN, 400 SERIES WITH LOW-E GLAZING i O Q ROOM WINDOW CONFORMS WITH CONFORMS WITH GLAZED OPENING EMERGENCY MISSILE TEST PROTECTED WITH3'-10° 5'-i I!2" 5'-3" .1'-21/2" a ESCAPE REQUIREMENTS (2) STRUCTURAL PANELS REQUIREMENTS (1) AS PER 8301.2.12 (3) LINE OF WALL BELOWAX 31 AX 31 FW O 168 TWO GAR GARAGE 2426 NOT REQUIRED NO YES D 242( NOT REQUIRED NO YES 242( NOT REQUIRED NO YES 2426 NOT REQUIRED NO YES BEDROOM TW3046-2 YE5 NO YES ;�, Y `�' W Z LO L Z 34"H.MIN.,36"H,MAX.OPE z ;� z G tr HALL r-W02"168 NOT REQUIRED NO YES R41L NOT TO PERMIT A 4" � �o V W � 0 BATH A31 NOT REQUIRED NO YES SPHERE TO PASS. i N a W } STAIRWELL AXW31 NOT REQUIRED NO YES Z KITCHEN AXW31 NOT REQUIRED NO YES u FW03168 NOT REQUIRED NO YES SOWER W.C. oJ 1. M OO 0 (FINAL LAYOUT PER Z Z m U L1I/ING ROOM TW3m46-3 YES NO YES P D �N «. OWNER/BUILDER) I O Q Q TW210410 YES NO YES "' z'PL 00 0 ( H 2 a,� V c I. THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: - _ olm I_ I � Z NET iCLEAR OPENING 5.1 SQUARE FEET, NET CLEAR OPENING - - - - - - - - - HEIGoHT 24 INCHES, NET CLEAR OPENING WIDTH 20 INCHES, SILL 1 9 1/25ATHa10 I Ln :D 0 HEIG;HT LE55 THEN 44", OPERATIONAL FROM INSIDE WITHOUT KEY I fA Z U V OR TOOLS. `v 2'-I" 8'-9 I/2" 3'-4 I/2" 3'-8" 19'-4 I/2" I U M u 2.GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL "' MEET REQUIREMENTS OF LARGE MISSILE TESTS ASTM E,9S6 AND FWO 16 _ O ASTM E,886. I M O 3.SEE DETAIL BELOW: — L_ — Vl N _ - - - - - - - -- - - -- �- - - - - -- - -- - - - ._ .- � — - - m �M p Z - 2 681 U O N (� cn M N i I SLOPE I ° LIVINC POM z W o U �o SLCPE I // I \\ 0 - 5EDROOMa � a 4'-7 1/2" \ I II w x W Q� 1 SLOPE I SLOFE / w ui a I I 0 0 uU) 3068 METAL INSULATED DOOR - WITH SELF CLOSER("C" LABEL) Z �op� O I \ in / \ in IAC)N w 9cr)m � � 8,4LdON't' 0 2,040 — LINE OF WALL BELOW • c0co sLCPE I sLOFe `^ I w w a D �- y° 00 Lv Q� LU Q @ a OPEN TO GAI;,AGE BELOW � @ Q wl U U AILL �oc > 1 4W <� a °1 Lu cl .. }- O Lu I � a I � d M I- / I \ ,u Z .. I Q • I I v � a I lu � a� °LOPE 1 SLOPE _ —WALLS LEGEND I I DENOTES 2x(o FRAMED WALL I IL Lu \ Zj Lu - - - - -- DENOTES LOADx Lu - S BEARING WALL m - - - - - - I — — w s.oF N - - - - - - - - - - - - - - - - - ku IQ OPE DENOTES HIGH OR 11' I / I \\ � \ N ( Lu ^ Z O LOW PLATE I < O ■ DENOTES POST t ) .. 3LOADF . ® ABOVE ROM I f1 ,NIS �-- LINE OF WALL BELOW — — � f n0 :j O # W II'-8" SLATE OF p H I R m � n o�F`rS 3 0 G\�� NA L EN FL AN sr-ALE. I%a" PROJECT NO.: SCALE: I'-0" 16-017 ?�5 NOTED ©DENOTES HARDWIRED SMOKE DETECTORS, TYPICAL. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL CODE. DRAWN 16BY: CHECKEDN0 O.A.O./M.C. DRAWING NO.: OF RAFTER AS PER PLAN X I- 1U FLUSH HEADER AS PER PLAN WALLS LEGEND w u FACE MOUNT HANGER BY U.S.P. FLUSH HEADER AS PER PLAN FACE MOUNT HANGER BY U.S.P. OR EQUAL. MODEL NO. AND DENOTES 2x6 OR EQUAL. MODEL NO. AND z 0 NAILING PER MANUFACTURER'S FRAMED WALL NAILING PER MANUFACTURER'S JOIST AS PER PLAN _Qk w DENOTES LOAD SPECIFICATIONS SPECIFICATIONS BEARING WALL (Z p DENOTES HIGH OR L p LOW PLATE O 01 a Q Q ® DENOTES POST w L V i j dw ® LOAD FROM w o ABOVE JOIST PER PLAN '/2" GYP 36" METAL STRAP TIES . BOARD -J, AT 16 O.C. 36 METAL STRAP TIESN Q GYP. BOARD AT IG" O.G. -110 �m (o lJ it V HEAI:)ER/elR=�ER 1;)E 7A I Lr N.T.S. x4 A.C.Q.POST W/SURROUND. A i•��/ T I N.T.S. 3( �� �� I � I i•� (AT BEAMS TO BE REINFORCED) P05T FULL SPAN MEMBER FROM DROPPED HEADER DOWN TO CAT BEAMS TO BE REINFORCED) I— Z ' LO CONCRETE BELOW (TYP.FOR 5) - - U Z ,C) a ------ - - - LINE DECK ABOVE - - =- - _ - -- - - ` 1 = - - - �� W W to co a° (l)2x1(0 ACQ DROPPED Q EACH 51DE OF • w a 4x4 ACQ POSTS.REFER t0 ACQ POSTS. I z z p U (1)2X10 ACQ DROPPED 9 EACH SIDE OFCl REFER TO "TYPICAL FASTENER SCHEDULE u 0 m rx Cu I 44 ACQ POSTS.REFER TO ACQ POSTS, I \,� AT SECOND STORY DECKS",SHEET I 00 L- REFER t0 "TYPICAL FASTENER SCHEDULE `��s a N 2x8 ACQ LEDGER SECURED TO HOUSE -< AT SECOND STORY DECKS ,SHEET l i 1 ` 3 � O W/lie"O GALV.LAGS 12" O.C.STAGGERED. I mm" J Z u ` SECURE DECK JOISTS TO LEDGER W/ I M 0 -% U LINE OF WALL BELOW (3J 2x8 HpR (3)2x8 HDR (3)2x8 HDR — I - - ^ 4 FACE MOUNT HANGERS (n p ,,,E _ (3)2x8 HDR Z 0 u I - - - 2x8 ,ACQ LEDGER SECURED TO HOUSE 1 (3)2x8 HDR l3)2x8 HpR ==l3)2x HDR. �- = O W/3%"0 GALV.LAGS 12" O.C.STAGGERED. U Q; .-f 'Q SECURE DECK JOISTS TO LEDGER W/ 111 �- O }-• FACE MOUNT HANGERS I 1 (J) � I � ® 2x12 FLOOR JOISTS, 16" O.C. I 0 �N 1i s U J 1 I 2x8 A.C.Q.DECK -� U N --- I JOISTS, 16" O.C. 3 n a ISI LOW F- 5'-V' 46F, ,� LOW fE $'-8" A.S.F I I I -�, �`� 1 Z Q� I O a ^ w 1 \ fLl U 1■ -1 ( �2x12 HBMQ ub N I Ix N N 2x12 FLOOR JOISTS,16"O.C. N W I GE POST TYPICAL ALL 3 I '`� s W F M ABOVE I N (3)2x12 WITH (2) % x11 STEEL PLATE5 FLUSH (3)I-3�" ' Q- h HIGH GLASS HDR. EXTERIOR HDRS. ^ III M BEAM AS MANUF.BY "BETTER HEADER 4 x'I-/4 V POST FRM.ABV. �N L.V.L,HEADER • — l3)2x8 HDR HEADER SANDWICH PLATE SYSTEM l3)2x8 HDR. - - - - - - - sR • U z OD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � HIGHGLASS (3)I-3/4"x16" L.Y_FLUSH CsiRDER _ _ _ RIDGE P05T RIDG RIDGE POST4 ,,, RIDGE PO57 q RIDGE POST Q I I FROM ABOVE FROM ABOVE FROM ABOVE 1; ' ' ROM I BOVE �.- + FROM ABOVE 6x8 POST • (L 0)O N HIGH GLASS HDR. (3)1-3i4"x9-Ii4" L.V.L. 13 m Z m� `O �u2 Q I = POST FRM.ABV, HDR. AT 2ND FLOOR I w) I w W Z NI WINDOW HEADER I I 1 m • M `n I -- t4 C4 Q Q SLGPE I eu / \ Q O O ( O d w l I z � Lu o i / \ �' HEIGHT I 1 OL '' u tk U) i,9 to I Q N Lu a ua - w u l +- �` o W W .a •o I a SLOPE _ / \ I (t1 ( I cA m i = TYPICAL AL 4 Q !L to W N EXTERIOR HDRS. m z x / \ i O Iii +- E - �I x - Q �' N I�q O N O to {_ gym.. \ O N N gylZ m.. � X� I NIP P05T I a O X ` O d N ( W<-n �au FROM ABOVE LOW e V-1111/2" ASP. 110 LOW fE 3'-illi2" A.SF. I I� �► 1 I� ^ CIA HIP POST d d SLOPE SLOPE m �^IFROM ABOVE u O 3 I I �0. _ 11 Lu N N LL F N x Ia NI 1 N / \ i u- RIDGE P05T / \ N m FROM ABOVE O 6x6 RIDGE HIP POST / \ `V ( ( HIP POST / Ilu P05T FROM ABc�vE / �� \\ SEARING WALL (3)2x$�DR I i FOM AB VE O _ )2x HDR. (3)2x10 HDR. (3)2x8 DR. �,. (3)2x8 HDR. LINE OF WALL BELOW 3 2x12 F ( -- - (3)I-31/4"x11-ve" L.V.L.HEADER ,�}. sLopE I s> '� FLOOR J 2x12 FLOOR JOISTS, 16 O.C. I V I - (� Z .. _ (3)2x12 RIM J015T 5 LINE OF BALCONY ABOVE TYPICAL GARAGE DOOR WALL I v � OPEN TO GAf4 �E BELOW — ,4 �- O OPEN TO ,450VE �-- Lu x F- - - -CN1� _ to �I \PE cNv (� Lu Az I� (o < o Z � o SLOPE I SLOPE I .� TYPICAL GARAGE � < DOOR WALL LU I f^ O Lu # R— / I.AT ALL RAFTER OR FLUSH BEAM TO 1 0 1.AT ALL FLOOR JOIST OR FLUSH BEAM TO O ® I— FLUSH BEAM CONNECTIONS, U.S.P. (OR w FLUSH BEAM CONNECTIONS, U.S.P. (OR SLo gN x EQUAL) CONNECTORS SMALL BE PROVIDED (° EQUAL)CONNECTORS SHALL BE PROVIDED o REFER TO DETAIL B, THIS SHEET 1 m REFER TO DETAIL A, THIS SHEET ITAHIR M.OURESHI,P.E. S7ATF RIDGE POST RIDGE POST FROM ABOVE � _ FROM ABOVE LINE OF WALL BELOW (3)2x8 HDR (3)2x10 HDR (3)2x8 HDR o� Cl PROJECT NO.: SCALE: 16-017 AS NOTED DRAWN BY: CHECKED BY: G.A.O./M.C. T.M.G. F I /� �/� I� i II (� T I I�/� I IIDRAWING NO.: I L �s/ ® R fo! A I " 1 I I � � I L A I � SCALE: 1/4" V-m" F I d I r- L ® � � A I " I I I � � F L A I � SCALE: 1/4" 1'-0" Ef- OF NOTE: ALL EXTERIOR WALLS 2x6 16" O.C., ALL INTERIOR PARTITIONS 2x4 16" O.C. CONSTRUCTION, UNLESS NOTED OTHERWISE NOTE: ALL EXTERIOR WALLS 2x(o 6 16" O.C., ALL INTERIOR PARTITIONS 2x4 6 16" O.C. CONSTRUCTION, UNLESS NOTED OTHERWISE \ WALLS LEGEND 7777-7, Tr DENOTE$ 2x6 F- w 7�57 7=777 FRAMED WALL w -__- _ - -_ DENOTE5 LOAD BEARING WALLLL z p DENOTE$ HIGH OR o w LOW PLATE LdLd (3)1-3/4`40" L.V.L.STRUCTURAL RIDGE,PROVIDE RIDGE VENT ■ DENOTES POST p o PROVIDE U.S.P.MPS RAFTER SUPPORT CONNECTORS AT LL- EACH EACH RAFTER TO RIDGE CONNECTION,EACH SIDE OF RIDGE PROVIDE (6)10d NAILS IN RAFTERS,(6)10d NAILS IN RIDGE ® LOAD FROM Lu u CL TYPICAL ROOF CONSTRUCTION: ABOVEd Q J J W ARCHITECTURAL ASPHALT ROOF SHINGLES p 12 12 (2)LAYERS 15"FELT PAPER 14� �14 V2" CDX PLYWOOD SHEATHING "WEATHER WATCH" ICE 4 WATER SHIELD AS Lu MANUFACTURED BY GAF OR EQUAL, INSTALL AS PER MANUFACTURER'S SPECIFICATIONS m N p 2xlO ROOF RAFTERS, 16" O.G. m m R-30C KRAFT FACED BATT INSULATION ,d, 11/2"GYPSUM BOARD INTERIOR FINISH _ PROVIDE "HURRICANE" CLIPS AT EACH RAFTER 6 '^ PROVIDE CONTINUOUS VENTED SOFFITS,TYPICAL IVING ROOM 9 BATH TYPICAL 2ND FLOOR CONSTRUCTION: _ z 2x8 V,L LEDGER SECURED TO HOUSE Wl 3ie"O z 1-0I w GALY.LAGS 12" O.C.STAGGERED.SECURE W Z m C lA \ Ln FINISH FLOORING AS PER OWNERm DECK JOISTS TO LEDGER W/FACE MOUNT HANGERS U_ W b� 0 3/4" T. 4 G.PLYWOOD SUB-FLOOR m Z 5/4"x DECKING I > 2x12 FLOOR JOISTS, IVO.C. �� �^ ROVIDE FIRE PROVIDE FIRE; Oz UJ o R-38 KRAFT FACED BATT INSULATION AS SHOWN TOP 10 EA.BAY S70P 0 EA.BAY 2x8 ACQ DECK JOISTS., 16" O.C. • W OD O \aa RAFTER TAILS SCROLLED FROM 24 RAFTER a ii` x8 ACQ IM JOIST Z Z �V \ u SET AT '1:12 PITCH.SECURE TAILS TO MAIN 2 C R JO O m o RAFTERS W/(5)3/am LAGS PROVIDE 2x PAD (1)ACQ 2x10 DROPPED EA.SIDE OF POST O (3)2x8 HDR. (3)2x12 WITH(2)Sia"xll" STEEL FOR RAFTERS i ~ Q-� TYPICAL IST FLOOR CONSTRUCTION: PLATES FLUSH BEAM AS 4x4 ACQ POSt WITH COLUMN COYER I mom" i4- Z V y FINISH FLOORING AS PER OWNER _O 4. -� MANUFACTURED BY "BETTER J N 3/ HEADER SANDWICH PLATE I- 3/4" T. 4 G.PLYWOOD SUB-FLOOR �� - -------------------------- ----- -------�+--- -------- 2xlO FLOOR JOISTS,SPACED PER PLANS SYSTEM TYPICAL WALL CONSTRUCTION: Z ~ V R-30 KRAFT FACED BATT INSULATION CEDAR PERFECTIONS SHINGLES 5-1i2" TO THE WEATHER 00V L `r 2x6 ACQ LEDGER SECURED TO HOUSE W/3i FOY G 05. BATH AIR INFILTRATION BARRIER(TYVEK) GALY.LAGS 12" O.C.STAGGERED.SECURE a" �2" GDX PLYWOOD SHEATHING I Z DECK J015TS TO LEDGER W/,FACE MOUNT HANGERS O 2x6 WALL STUDS,16 O.C. I ( O R-19 KRAFT FACED BATT INSULATION �l 5/4"x DECKING lie"GYPSUM BOARD INTERIOR FINISH 0 I o I ci 1m V z 2x6x10 F.J.,12" O.C.ACQ DECK JOISTS., 16" O.C.O,C. � � I ry 2x6 ACQ RIM JOIST - I o w IL FINISHED GRADE -' FINISHED GRADE N ui Z a \ 2x10 FLUSH r\\\\��\\//ij//\\\\\�\j,/T/�\\\\\%//\\\\\j/\i//\\.\\\i\jy/i//\\\\\i\\yiT/\\\\\\i\%j/i�T//\\\\\�\%yiij/i\\\\i\%j/ii/y/,/i///\\\\i\%y/r////\\\\�/////\\��,•y�//v\\\\y\%i/i///\\\ij////\:iv/�/�\\�\irij,//\\�\\\i%.//i T//\\\\\%i\yi/ij//\\�\\�iri///\\i i/r///\\\\i�i/r//\\i/i/\\\�,//�//\\i r///i\\\i///�\ir//T�\\�i�/r/�y�/�///\\\,//i/\\�/i///\\\\\�,//T//\\\�"�////\\\�/�///\\�,////\\\�,////\\y�\//T//\y/i/j\\,\\\\/ji/T//\\\;\ri///\\\i/i//\\i\/ir//\\�\i/i�/\\\/i,.:,\jiiiT 00 I =U VO� x///// /r! /y/l\\ / \\/ ' y O\\ /\i\ / T%�\ \ t,ct .V" O O ` (� v 1 w 00 ub 14 ro � \ \ \ \ r\ \, \\.\\ �\\�\\�\ \\�\�\\\�\\�\y\\�\\�\\, \\ \\ \ \�r\�\���\ \ \ \ \fir\\�\\/�\y�\��\�\���;i�r X CIA PREFABRICATED CUPOLA ( X U Fv° �� r' ABOVE I `� \\;\''\\''\''\\' '\' '\'\`'\' ' ' '�\\'�\�'�\ ' ' '� BASEMENT `''\`''\`''\`''\`''\`''\`''\`''\` `\`'�'\ \` `''\`''\`''\�'\`''\`''\`''\�'� ''y '/'CONST U O /,/� �r r�i//T/i//i�i/r/\/�/i/i/�i;\i/�i/� �i/��,���ii�/i�/i�!i�/\//i�/i//i ��i����i��i��i��T�i�i��i�\�i\/i\/i\/i`/i\/�/i�/i�/i\/i�/i\/i\ i ?D R CT ION: j W (Y W �y�'\\//i///\\//i\//�//i/i,N/\i%r/i i\i/�//�/�\,;` 4" POURED CONCRETE SLAB %ri��i��/��/i��i\\/i\/i\���\/%/i\/i�/i�/%/i�/i\�/i\✓%/i\r/i��%/i�/i, i:\ EATED SILL PLATE x6 RIDGE w TYPICA , A , S \ \ � \ \ \ \ \\ \ \\\ \ \ \ \ \ \ \ \ . S" POURED GONG E\, ' !�6 /is i\ri�r/� ori r/�i�i�i/\i\r/ori OVER 6 MIL VAPOR BARRIER ��/��i��i�i/\/��i��i��i��//.rT����i��/,�i��i��i��/ /��i��ij\\ii�li� l L SEAL INSULATIONPOST a5 STEEL VERTICAL RE-B5"/ 8 ' ✓i�/i�/�i�//�/i�/i�i�/r�/i�/:/i�/i!i�/i�/i�/i i/ ON TOP OF WELL COMPACTED ��i��i�yi��i��i��i�i����i��/�yi��i/�i����i��i�;i�\�i�/�\ COPPER TERMITE SHIELD --- a \ I • O KEYED t0 AN 8"x16" (MINIMUM) \/%'i,/i?;��\����r\yi/���;�i/�i\��;yi\��\\���//\: 501L.PROVIDE �2" PERIMETER i\ /\\ y!\//�\/ Y0 ANCHOR BOLTS,MIN, 12"EMBEDMENT I \ I U) POURED CONCRETE FOOTING \\' ''\\1//i/\�i���i\\\/ii��i\\�i\\\%�i���T EXPANSION JOINT. /i\�i��i�/i�/i\�T�/i��/i�i�/i%/i//%�/��\\ 36" O.C.MAX SPACING 4 WITHIN 12" FROM - - - - - - - I \ / • �"� co 0) \ir\i\i i i i\i i\i\i\i\i J.3 REINFORCED WITH TWO (2)CONTINUOUS *4 BARS \/,\/i\/i\//\//\//\%\ /\/\/i\/�\/i"/i\/i\�i\/i\/i\/i,✓ (3)2x10 RAFTER I Z 0)N \\i\y\\i\\i\\i\\i\ \\i\y\\i\\i\\i\\i\\i�i\\i\\i CORNER OF EACH SILL SECTION 4 MIN.20 PROVIDE DAMPPROOFING y ANCHORS PER SILL SECTION. -�a x v. . R to N 4x6 RIDGE 4x6 RIDGE 6x6 RIDGE( • LL �(O POST POST �, I \ I Lu POST • cn tD rQ `q NOTE: ;,\\\\ \ w I �- — .c2)1x1\@EADER- w t) �. REFER TO TYPICAL FASTENER SCHEDULES / I = I Ix • o ww •ON SHEET "I FOR MORE INFORMATION 6;12 N u M w w u P�� I o .fir � ''I �P``� � �+!eL I�- o L>� Ca >�=' E �o '`� I/�45 rz V I I ® I � $GALE: 114"=V-0'' m I % I �y+� cx �!! I o opo 2x8 ROOF RAFTERS, 16" O.C. , 12:12 @ 12:12 6x6 HIP POST FITCH N PI1CH I 2x8 R.R. 2x8 R.R. I 16" O.C. I6" D.C. n/ � O� (3)2x10 RAFTER 6x6 RIDGE o 6x6 HIP Ier I +\��\e � P05T I ti Luco C'4 _ � O a j lu �t) ----------- ----------- - cv .. Q cn lG-i0 14:12 14:12 P�TGH X PITCH A (2)2x10 RAFTER (2)2_x10 RAFTER IL lu (2)2x10 HEADER ? �, 26" HEADER ' , 1 ` ti (2)2x10 RAFTER 72-)2;1 RAFt�R �i- 'ft:i2 V S 00 Zv < O X12 16 0%j sc 2x10 ROOF RAFTERS,16" D.C. 2x10 ROOF RAFTERS, l6" O.C. c\ J.lf nl _ V, O ua # (2)2x10 RAFTER (2)2x10 RAFTER { NOTES: OL ih J- � o J 1.AT PROPOSED CATHEDRAL CEILINGS, CONTRACTOR" n �`° _° °��ry n `ry2x61 PROVIDE U.S.P.MP9 RAFTER SUPPORT CONNECTORS (2)2x10 p @ (2)2x10 tO M ,n HEADER "°� X X �6" HEADER AT EACH RAFTER TO RIDGE CONNECTION, EACH SIDE O N o"� ?�+� -- OF RIDGE. PROVIDE (6) 10d NAILS IN RAFTERS, (2)2x10 RAFTER (2)2x10 RAFTER — (6) 10d NAILS IN RIDGE TAHIR M.QURESHI,P.E. 2.MAIN GABLE ROOF RAFTERS SPRING FROM 2x PLATE ON TOP OF FLOOR JOISTS 6x6 RIDGE — POST LINE OF WALL BELOW PROJECT NO.: SCALE: \ 16-0I? AS NOTED DRAWN BY: CHECKED BY: I DRAWING NO.: 0 ® fr- RAMINS F L I�t SCALE: 114 , , 1'-m" OF (I)USP-LSTA30 STRAP AT EACH (1)USP-LSTA30 STRAP AT EACH RAFTER.(22) 10d NAILS TOTAL RAFTER.(22) 10d NAILS TOTAL ALL ARCHITECTURAL AND ALL ARCHITECTURAL AND THREE TAB ROOF SHINGLES THREE TAB ROOF SHINGLES TO RECEIVE (6)FASTENERS TO RECEIVE (6)FASTENERS NOTE: PER SHINGLE PER SHINGLE I. USE USP LUMBER FASTENERS OR APPROVED EQUAL. ~ '� 2.THESE SCHEDULES MEET 120 M.P.H. WIND LOAD CRITERIA. SHEATHING TO RUN TO SHEATHING TO RUN TO Z LO TOP PLATE 4 BE FASTENED TOP PLATE 4 BE FASTENED W/6d DEFORMED SHANK W/6d DEFORMED SHANK W I NAILS AT 6" O.C. AT EDGES i NAILS AT 6" O.C. A7 EDGES 2x PRESSURE TREATED LEDGER (2)USP LFTA6 CONNECTORS �� lL LAGGED TO BUILDING JOIST SPACING 16" O.C.MAX. USE 3/S" LAGS CONE EACH SIDE) O STAGGERED 12" O.G. (16) ad NAILS EA, CONNECTOR O O Z (1) USP-RT20 HURRICANE ANCHOR (1)USP-RT20 HURRICANE ANCHOR Q Q 0 AT EACH RAFTER AT EACH RAFTER 1/2"0 CARRIAGE BOLT CL /2" GYPSUM BOARD INTERIOR RAFTER SPACING 16" O.C.MAX. 1/2" GYPSUM BOARD INTERIOR C2)PER CONNECTION RAFTER SPACING 16" O.C.MAX. � R FINISH. 1-Ne" LONG TYPE; "W" (9)Sd NAILS INTO RAFTER FINISH. 1-s/e" LONG TYPE "W" (9)86 NAILS INTO RAFTER ,'r CTPYICAL FOR (3) LOCATIONS Q < U SCREWS AT 12" O.G. PER (4)Sd NAILS INTO PLATES SCREWS AT 12" O.C. PER (4)ad NAILS INTO PLATES w W C1)USP SDJT14-TZ DECK J l9)Sd NAILS INTO STUDS (9)Sd NAILS INTO STUDS - JOIST TIE.SECURE TO GIRDER p TABLE R-102.3.5 TABLE R-X02.35 SP FACE MOUNT - MEMBER AND POST W1 �/ ' '1116 APA RATED _ 2'D EXTERIOR SHEATHING CARRIAGE BOLT.(2)REQ'D. FASTENED TO WALL STUDS W/ HANGER TO MEET A 6d DEFORMED SHANK NAILS 2x PRESSURE TREATED LEDGER61400pet (2)USP LFTA6 CONNECTORS MINIMUM UPLIFT OF t PRESSURE TREATED POST JOIST SPACING 16" O.C.MAX. 600 psi WOOD BEARING t(1 Q AT 12" O.C. LAGGED TO BUILDING p Ci)USP POST BASE USE 3/8" LAGS (ONE EACH SIDE) CAPACITY- NAILING PATTERN TO MEET A MIN.UPLIFT OF (Y1 N STAGGERED 12" O.C. (16) Sd NAILS EA. CONNECTOR AS PER MODEL NUMBER 1400 psi WOOD BEARING m m I '1116" APA RATED REFER TO MANUFACTURE CAPACITY- NAIL SIZE EXTERIOR SHEATHING 1/2110 AND QUANTITY VINYL SIDING,0.12 NAIL, 1-I/2" LONG FASTENED TO WALL STUDS W/ (2)PER RCC NE BOLT AS PER MODEL NUMBER AT EACH STUD �a 6d DEFORMED SHANK NAILS `(' V v `� (TPYICAL FOR (3)LOCATIONS N REFER TO MANUFACTURER \ AT 12" O.C. - (1)USP SDJT14-TZ DECK J015T TIE. SECURE TO GIRDER 6d DEFORMED SHANK NAILS = MEMBER AND POST W/ 1/2110 / A7 Co" O.C. ALL PLYWOOD EDGES LISP/ 6d DEFORMED SHANK OR ANNULAR HANGER EO MEET A MOUNT CARRIAGE BOLT. l2)REQ'D. (n � \ z / RING NAILS AT 6" O.C. MINIMUM UPLIFT OF PRESSURE TREATED POST z C \ I ANCHOR BOLTS, SPACED PER ' ALL PLYWOOD EDGES U W 600 psi WOOD BEARING (1)USP POST BASE PLANS AND WITHIN 12" FROM END ANCHOR BOLTS, SPACED PER CAPACITY- NAILING PATTERN70 MEET A MIN, UPLIFT OF CU USP POST BASE > «- N OF EACH PLATE SECTION. BOLT SHALL \ �J PLANS AND WITHIN 12" FROM END AS PER MODEL NUMBER WOOD BEARING TO MEET A MIN.UPLIFT OF X 1.1..1 0� 4) EXTEND 12" INTO CONCRETE FOUNDATION OF EACH PLATE SECTION. BOLT SHALL REFER TO MANUFACTURE CAPAITY- NAIL SIZE 1400 psi WOOD BEARING • W Ut COO u EXTEND 12" INTO CONCRETE FOUNDATION AND QUANTITY CAPACITY- NAIL SIZE (n LII AND QUANTITY Z K= c AS PER MODEL NUMBER Z O U \,U\ > REFER TO MANUFACTURER AS PER MODEL NUMBER O m� REFER 70 MANUFACTURER FOUNDATION FOUNDATION O Z 4_1c U 0 0 0 O C , _j O J cn . . •` � :L' V 0 :D U L_ d- w Uro <C T`I'P I CAL WALL. T1'P I CAL ONE 570RY WALL T`I'P I CAL PA57ENER 5CHEDUL = T`I'P I CAL FASTENER SCH=PUL E o � FA57ENER SCH=DULC— PA57ENER SCHrzDULrz AT EXTERIOR LANr:) l NS5 A7 SECONr;) 5TOR`I' DECK U L Lu (AT BASEMENT) NOT TO SCALE (AT SLAB) NOT TO SCALE NOT TO SCALE a O o 2X STUDS, SEE PLANS 2X STUDS,SEE PLANStb 1 USP FACE MOUNT HANGER TO (9 "�/ MEET A MINIMUM UPLIFT OF u .J PRESSURE TREATED DECKING to z W 600 psi WOOD BEARING to CAPACITY- NAILING PATTER! Ix 7rl AS PER MODEL NUMBER W REFER TO MANUFACTUER PROVIDE (U USP MPAI w 0 a FRAMING ANGLE AT EA. ° ° STRINGER TO NAILER 2X PLATE, SEE PLANS v O PRESSURE TREATED 6 CONNECTION. USE to 10 • U W DECK JOISTS (12)8dx1-!,,2" NAILS PER I I Z 000) O CONNECTION :° ° SUB-FLOOR,SEE PLANS °c10 .-- .��-..+. It � � � IAC)N � N PROVIDE (1)USP TA o °° RIM JOIST, SEE PLANS °° `o o° • CL O)C_7 N STAIRCASE ANGLE AT vo °° o °° °° ° ° + CORNER STUD CONNECTED 70 (1)PRESSURE TREATED EA. TREAD TO STRINGER vo vo o ° o TRANSFER SHEAR Z Z `0 FLUSH BEAM EA.SIDE OF CONNECTION. USE (8)1/4"x1-I/2" o o 2-16d COMMON NAILS, 3" O.C. W Ul' �M POST, A7 STAIR LOCATION LAG BOLTS AT EA,CONNECTION ° USP L5TA21 SCRAP At °° MIN. 10" LENGTH 4 MIN. 3 1/2" PROJECTION • Q PROVIDE 2x NAILER TO ° °L ov ° ° EACH STUD.FASTEN USP L5TA21 STRAP AT + + XX RECEIVE STAIR STRINGER o° ° o W/(16) 106, 1-�/2' LG.NAILS o° 00 ov EACH STUD.FASTEN USP UPHD8 OR APPROVED EQUAL 1.L1 1J..1 Q PROVIDE x/2"0 GARRAGE BOLT ° ° v EACH COIL STRAP SHALL ° o W/(16) 10d, 1-�/2" LG.NAILS ' FASTEN W/ (24) 1/4X3 WOOD SCREWS Q )w� (2)PER CONNECTION v o° ° ° LAP UNDER SILL PLATE EACH COIL STRAP SHALL E ao ° o ° (NOT SHOWN FOR CLARITY ° LAP UNDER SILL PLATE 4 ,.\pV\' n c PRESSURE TREATED POST v v oo ° PURPOSES) MIN. 4" ABOVE SILL ON �'ir w W (1)USP POST BASE �€ 3 112" °o ° v 3 1/2 \� O �/e"� ALL THREAD ROD NOTE: v n OTHER SIDE OF WALL SCUDS PROVIDE EQUAL NUMBER USP MP4F CONNECTOR, 16 O.C. w W w<10 70 MEET A MIN. UPLIFT OF (MIN.) FASTEN W/(12)8d, 1—I/2" LG.NAILS CNOT SHOWN FOR CLARITY I �Vq d 1400 psi WOOD BEARING RISERS TOTAL STAIR RISE v°v ° (MIN.) PURPOSES) �� K' S-11411 MAX. RISE PER STAIR -- CAPACITY- NAIL SIZE FIELD VERIFY TOTAL RISE. ANCHOR BOLTS, SPACED ANCHOR BOLTS, SPACED N AND QUANTITY PROVIDE EQUALLY SPACED PER PLANS PER PLANS le"Ox2-3/16" MIN. LONG COUPLER TO AS PER MODEL NUMBER TREADS FOR TOTAL RUN. MIN. 3" X 3" WASHER 4 NUT MIN. 3" X 3" WASHER 4 NUT WITHSTAND A TENSION LOAD OF 11510 LBS. �•.. REFER TO MANUFACTURER FIELD VERIFY TOTAL RUN ;`i USP 1-151=612 USP LBPS12 ++ GRADE GRADE 2x6 P.T. SILL PLATE 2x4 P.T. SILL PLATE �— COPPER TERMITE SHIELD COPPER TERMITE SHIELD Lu CONCRETE SONATUBES FOUNDATION WALL FOUNDATION WALL v PER FOUNDATION PLAN 3'-0"x3'-6"x4" THK. SLAB :':4! Lu Lu 'tI ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS, ETC. IN AALLLL METAL HANGERS, CLIPS,NAILS, BOLTS SCREWS, ETC. IN *,� : / USP 5TB1-28 ANCHORS OR ++ DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE DIREECT CONTACT WITH PRESSURE TREATED LUMBER TO BE 4 U APPROVED EQUAL.MIN, n z . TRIPLE DIPPED GALVANIZED MEMBERS APPROVED BY TRIPLE DIPPED GALVANIZED MEMBERS APPROVED BY EMBEDMENT 'i" MANUFACTURER TO RE51ST CORROSION FROM PRESSURE MANIUFACTURER TO RESIST CORROSION FROM PRESSURE TREATED LUMBER TREoATED LUMBER 4. T`I'P I CAL FA57ENER 5CHr=DULF ri7*10'FICAL BILL CONNEC71 ONS la T100P I CAL SILL CONNECTI ON5 rfT%TOOFICAL f I RST FLOOR NOT TO SCALE (AT BASEMENT) NOT TO SCALE (,CST SLAB) AT EXTERIOR STIRS CORNS R HoLDoWN - � < v NOT TO SCALE NOT TO SCALE Nu TOP PLATES �-L..1(n� Z O —SEE NS ER PER PLANS v < O USP MP4F CONNECTOR, 16" O.C. �. FASTEN W/(12)8d, I-I/2" LG.NAILS Lu < MIN.(2)2x4 AT FRAMED OPENINGS luo HEADER • SHEATHING O � l�.l + CORNER STUD CONNECTED TO PER PLANS + TRANSFER SHEAR 10 n UPS R6250 COILED STRAP USP RS250 COILED STRAP O 44 2-16d COMMON NAILS, 3" O.G. OR APPROVED EQUAL FROM , 1 MIN. 10" LENGTH 4 MIN. 31/2" PROJECTION STUD TO HEADER MIN. 24" LONG OR APPROVED EQUAL FROM h v �L �J + AT ALL HEADER LOCATIONS SILL TO TOP PLATE (� ol FASTEN W/(18)8d NAILS 2 PLYWOOD SHEATHING INSIDE a IL- V' USP UPHD8 OR APPROVED EQUAL I/ a • FASTEN W/(24) 1/4X3 WOOD SCREWS 2x STUDS AND OUTSIDE FACE OF STUDS SECURED SEE PLANS FOR SIZE I WITH 8d NAILS 4" O.C. AT PANEL EDGES TAHIR AL.QMRESHI,P.E. CORNER STUD CONNECTED TO v1�\' HOLDDOWN CONNECTORS - REFER TO "i/8" ALL THREAD ROD EXTERIOR I I I TYPICAL ONE STORY/SLAB CORNER .�PcE OF N • TRANSFER SHEAR � �� 000 g\� �Np VIEW II I) HOLDDOWN DETAIL" �}SPN\R M. )� 4 0 2-16d COMMON NAILS, 3" O.C. 11 '�-q ; R ,- °pa ' MIN. 10" LENGTH 1 MIN.31/2" PROJECTION << UPS RS250 COILED STRAP I I I I SILL PLATE - REFER TO "TYPICAL fi 7� OR APPROVED EQUAL FROM n ' USP PHDS OR APPROVED EQUAL STUD t0 HEADER MIN.24" LONG SILL CONNECTIONS m SLAB" DETAIL 00 (24) 1/4X3 A,FASTEN W/ (24) 1/4X3 WOOD SCREWS C�I AT ALL HEADER LOCATIONS FASTEN W/(18)8d NAILS CORNER UD CONNECTED TO I I( POURED CONCRETE WALL TRANSFER R II CONC .MNC ORSN. EMENT 1"BEDDED F RIM JOIST �tcss+0 G WD USIP S4X FASTEN W (24 1// 3 WOOD SCREWS LIU I NOTE: CONCRETE: THIS SCHEDULE ,ALSO ,APPLIES FOR CONDITIONS PROJECT NO.: SCALE: FOUNDATICJN OVERHEAD DOOR OPENING RETURNS 16-01-7 4�5 NOTED 'w I DRAWN BY: CHECKED BY: 2a T`I'P I CAL ONE 570R% r/5LA8 3 T`I'P I CAL 5rCOl�D FLOOR � T`I'P I CAL EXTER II OR lRAM =D � T`I'P I CAL C ARRC E r`BALL G.A.O./M.G, T.M.O. DRAWING NO.: COR1NE HOL CD0O N CORNER HOLL;)CAN OPEN I N6 f=ASTENER SCHEDULE RETURNS fA57ENr=R SCHCDUL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE OF z LL w u� 3 Q, O O O z PREFABRICATED CUPOLA u O G PROVIDE RIDGE VENT d Q RID U iv W (Y fY w 14� �14 O t> � D PIZ or oe m m 12 — 12� 12 _ _n N � �Z 2ND FLOOR HEADER ARCHITECTURAL ASPHALT W �� -- ROOF SHINGLES t0 BE U W ,Wf a ! SELECTED 51,wil I I , :E V) Ir LU o W Z � ci WINDOWS BY "ANDERSEN° W Ip • U1 0 � Q 400 SERIES W./LOW-E �j, K X ; eo GLAZING U CIO Q Z m r lu u c 51 2ND FLR.SUB-FLOOR _ IST FLR.PLATE__� I ---- --- -- - - - — - - - - -- --- - V � UO � jimil i Hill Hill 1111111 111 W IST FLOOR HEADER I 1 11 1 11111 11 111 11 11I 1 O < I I I y+ 1 ALL EXTERIOR MILLWORK �+ O I SHA LL BEAZ EK,PAINt = U W ! FINISH J) J co CEDAR PERFECTIONS SHINGLES WITH 5-1/2" TO THE WEATHER Z � U ... Hill Lull L �iI O III1 J 0 V) IST FLR.SUB-FLOOR UCS H. a i W LL W LLJ WOOD LANDING WITH 0 O STEP TO GRADE . U J. Z 000)I'llDECORATIVE CORBELS --i �N N O N 7 E L rz V A 7 1 O � � Sr—ALE: �,��� a I'-0" � �� W o � to� Lu � W www OHS m W IxLL T ILI 1� r O � Q � 12 �— tu � as ! NE Or 1-4-1 36" HIGH OPEN RAIL NOT TO I U Li 11 lu PERMIT A 44 SPHERE TO PASS J1 IL � O 11 11 11 11 11 " 1611 till 11 jin I ! I ! I o I � Q � tu I 12" SQ.COLUMN COVERS ° 11_ 11J V1 � 1 a l TAHIR M.QURESHI,P.E. i I i 11 i 1 I l l I! CE OF NE -n WOOD LANDING WITH / 4i STEP TO GRADE �O I I \ T FEIs � I i•� X A I I SCALE: Ii4 1'-(d PROJECT NO.: SCALE: 16-017 A5 NOTED DRAWN BY: CHECKED BY: 0.,4.0./M.G. T.M.Q. DRAWING NO.: OF w a O Lu � o O O o IS) o a v Lu -1 co) o 12 12 `9 14� 14 O t 1 IW- m m � .11 — I � 12 � N ~ � \ Z w } ,y-.. LiLLLL Lid LTJ LLJ Lr) Q 4 x Z z ou - > 0 40mo L- < t- u r■� O j-------- .s IIIopou � U L- ! I I I I U a O 1 'I V1 O U II Z II ft O Z �I U Ln I' vJ a. I! 0 moo I U :j I � I I Ili i I I i I � � � Q� W Q: W 2 w 2 (L • 0 12" SQ,COLUMN COVERS 36" NIGH OPEN RAIL NOT TO WOOD LANDING WITH p � PERMIT A 44 5PHERE TO PA55 STEP TO GRADE • u z �� o r W. \ , T /y N r= A E L E ll A I1 0 5CALE: 1/4" = 1'-m" • � 0 rn° z Z mtD ;o W uj � K, �o E � LL W ■ <-O O •• lu �- o lu Lu �I Q z .. I 126 61 I 36" NIGH OPEN RAIL NOT TO ,Lu II PERMIT A 44 SPHERE TO PASS tu 11 Ju _! z O < � ! I I I7f Q � � — 1I I o u111111 IIITI1 I I I IT 1 11 1 11 ,111 11 111 12" SQ.COLUMN COVERS AO� 1� I � I M 7 m 9080 9080 ! a IT I Hill i OF11 11 IT 11 IIITII ^JfiF WOOD LANDING WITH m � ,�t•, �:� 1 1 rr STEP TO GRADE H 7 E A 71 0 N 5CALE: 14 1 PROJECT NO.: SCALE: 16-0I-7 A5 NOTED DRAWN BY: CHECKED BY: GJh.O./M.G. pRAWINO NO.: 9 OF