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HomeMy WebLinkAbout47039-Z ,�Xtrrn'r� y�®ytiOSUFF�tK Town of Southold 8/4/2022 P.O.Box 1179 COD ` 53095 Main Rd Southold,New York 11971 ur CERTIFICATE OF OCCUPANCY No: 43316 Date: 8/4/2022 THIS CERTIFIES that the building DECK Location of Property: 1905 Oaklawn Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.-3-22.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/13/2021 pursuant to which Building Permit No. 47039 dated 10/27/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition to existing single family dwelling as applied for. The certificate is issued to Zehil,Charles&Laural of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u 00 d Signature g�FfQ� � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • ��,� SOUTHOLD, NY O ..Y a play, 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#: 47039 Date: 10/27/2021 Permission is hereby granted to: Zehil, Charles 1905 Oaklawn Ave Southold, NY 11971 To: Construct deck addition to existing single family dwelling as applied for. At premises located at: 1905 Oaklawn Ave., Southold SCTM #473889 Sec/Block/Lot# 70.-3-22.1 Pursuant to application dated 10/13/2021 and approved by the Building Inspector. To expire on 4/28/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $380.00 CO-ADDITION TO DWELLING $50.00 Total: $430.00 Building Inspector pF SOUj�ol o P # TOWN OF SOUTHOLD BUILDING DEPT. ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &�YA4 —ro (01 uk bo .fin, vlrl Y � o DATE INSPECTOR , /n t w r 1T4"'.i'JTdP �• T ,� •M'� �:s E +E' 'f-'"�Y yin, �a� � 'moi' _ .g:, �„jw ",:<#`�T`''lr•. - ;tet, a a'� tt r r: - `t• { �'i' �.,� SIX..�..y �S t,ri "�Aa r a i•; t. i • � N I 1 o 47 r s .. r 4 Y r- 1 r. ���[ 1. 4.:. �• '�'ti \ A .ra -6 . v• ol '+ yr -, �„ ' �_�` l- �.av�• JP - � -- 'ten _,,tom:.� 4. ,s y ti f•-I aa4 v . � :F�r - � a'�. �,`�i r ,�sre � "„�'ret. '. . '� .a s �+.;"��•. v a r'- tom. ` ,�*,�, ,►. 'sr �, r{ P I' s LL ,ia' }'♦ - � 1'f _2 '7'��, r'� id• :. yJ. ���ny,��`�'. �t� �yF.��� j@'. f 1.�gg S I,i PI. w , Ol 4w •Y -..� ,s '.,tea x -- _4I► :r •,_,(� *,�•';������ (�_ d..[� "�'#:' '"` ��' � ,rte. 1'+ ,Ya r• ' ° J_rM+�.�. +rk • r_4-' f.j" +/9t; N""� dw 6 �YV R M 00 �. •R .10 G x ,�J. . war •f�. j�� m'. ��* 'a .fie� , �. -/ ?ir '! r w � � Sri ° AY �����' a� �� : r•.. 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Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 h=s://www.southoldtom=.aov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ECE # VE PERMIT NO. 1,1,9 31 Building Inspector- OC T 13,2021 .1i�li 'A d ciii6�s-ana,"io-rins"mutt',,befilled out in their entirety'.,Incom plete, eow--n 'TO E'Ultl)ING oep7.- -Whire-the Ap icant Is.not th er;ain---�7 a4 ed�', P, VVIV OF SOLITH66 ,Owner'sAuthorizat'idii,form Date: 'J. .1bW",1NEK(S)�0F'PR0PERTY.:,.,., Name: SCTM# 1000- 76 Project Address: Phone#: 6 L( is 7 G-7 Email: -C Mailing Address: ibi 0 U& ZN. N PEA Name: C Mailing Address: Phone#: -Q� J. MAT) .-DE51115kPIRCIFESSIONALINFOR 16 Name: Louis Schwartz Mailing Address: 7 Ridgewood St, Bay Shore, NY 11706 Phone#: 631-839-4824ma tiderunnerengCo)gmail.com CONTRACTOR INFORMATION:'e Name: .. Mailing Address: SS (C Phone#: "SOlf _Nq�p CONSTRUCTION • rq !w Structure IXd'dition ElAlteration E]Repair ED Demolition Estimated Cost of Project: /�Clther New Wood Exterior Deck 450 SF Will the lotbe re-graded? E]Yes ®No Will excess fill be removed from premises? E]Yes ®No PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ©No IF YES, PROVIDE A COPY. O'Check Box After heading: The owner/contractor/design professional is responsible for all drainage and storm water isIsues.as provided' y. Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a'Building Permit pursuant to the'Buildingione Ordinance of the Town of Southold,Suffolk,County,New-York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, . additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable,laws,'ordinaoces,building code, housing coile'and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made; Grein are punishable'as'a'Class A'riiisdemeanor pursuant to Section 210.45 of the New York State Penal Law: Application Submitted By(print name): w— �S "�,� \ ❑Authorized Agent ©Owner Signature of Applicant: Date: J p STATE OF NEW YORK) S COUNTY OF I / Cayi 5 Zeh I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �oryce (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this_I-- ' a day of l JCLW.K 20 2-1 �LUOA, Notary PqA$, Y L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW63W900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30_2 (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 LOT AREA-- 41,768 sq. ft. LOT NUMBER 13 S 2,'11'10"E 125.01' F07+�OI E QWUN LINK FENCE FEaICE oD - T'1't SERVICEaS - -� Sk1FFOk.1�COUJ nY DEPARTMENT OF FOR . 1 APPROVAL OF CONSTRUCTED lflr R� i " A SINGLE FAMILY._ESIDE C n-k(O ®a` H.S.S.Ref.NO. • - . )ate CFP 1 7 �flfld . e sevrage disparat and wa4st supply id1l±'sc�Q w this IC-03 hum best► titisd by t5 !; rtr s ;c r agL�alcl�s ark touTxl to sPa,a as�dto: ;'Al B .DRoom$. —. DO:aclsta Y FOR:� N A)Cl �1 OF i _ f / w Y §ter 0i a:• tTl�l:(`+k Ec i�iti•:>L w �•t N - w Z O wln J I - 21.9' to I Ts.s S ' a sn FR N . o I GAR owEu; g.15.7' 3. a j i W f - po,r}, ilJ o I � � . �e 4r co w z I m FC 125.00' 1 125.00' °�:"� � I 20' bRA1NAGE EASEMENT Co N 23'23'50')N 125.00' -�' NOTE- CESSPOOL. SEPTIC- TANK do WATER r--�-1 SERVICE LOCATIONS BY OTHERS. ' OAKLAWN AVENUE 9-1-2004 FINAL SURVEY THE T]tiSIF?!CE OF tamHr OF WAYS ANO OR � OF RECORD. IF ANY, my smm Aim Nor mwmT®. 6-6-2003 LOCATED FOUNDATION - tf3R-.v�i�ANs}-S�lAln6{�c.,c,.., cur,,,�s�u•,,,oew]>g,l,s— =.-.Q-�-"=--?,,.._..---���_.,--..--. - _--�-:..�- - PROPERTY LINES ARE FOR A SPECIFIC PMPOSF AND USE AND THI[REIDRE AM NOT JOB No. 01-617 FILE No. PECONIG DEVEL CORP. INTENDED TD GUIDE.THE,EREcnON OF FENS REMM WALLS, POOLS, PATM PLANTING .,ADDITION 1O BUILDINGS OR ANY OTTER ON' SURVEYED FOR CHARLES J. dt LAURA C_ ZEHIL UNAUt}TORIZED ALMUMON OR AMMON TO THIS SURVEY IS A VIOLAnON OF S66nON LOT NUMBER 1 7= of THE NEN YORK SLATE EDUCATION Law. MAP OF PECONIC DEVELOPMENT CORP. AT SOUTHOLD GUA WTEES fTa WED HERON SH ALL.RUN'ONLY TO THE PERSON FUR WNOY THE SITUATED AT SOUTHOLD SURmy IS LSD, AND,ON HIS BEHALF To Tm TIRE compmY. Gmvwm & AGENCY AND LENDING NSTI U ION LISTED HEREON.AND TO ME ASMINEES OF THIE LENOIND DISTITUTION• awwANIEES ARE NOT TRANSFERABLE TO ADDITIONAL LnsnTUTONS TOWN OF SOUTHOLD,— SUFFOLK COUNTY N.Y.- i OR SIIGSEQUEINT OWNERS. ! C%4M OF IIHM SIAM YAP NDr BFJQNo THIE LAND SIRUMIM INIM SM OR SCALE 1' = 50' DATE 12-20-2601 ;I EIGOSSED SEAL.SHALL NOT BE CONSIDERED TO BE A VALID TRUE OOTn: FILED MAP No: 10723 DATE 1`2-27=3001 CERTIFIED ONLY\TO: TAX MAP No.(REF ONLY) 10100-70 3=22.1. DISK 500 CHARLES'J. & LAUR�%'C: SZEHIL_ COMMONWEALTH=:li1 D'd-nTLE�rINSUF�ANNCE COMPANY HAROLD F. T.RANCHON -JR. P.C. ! HSBC, MORTGAGE` CORPORATION'e LAND SURVEYOR f P.O: BOX 616 ` 1866 WADING RIVER–MANOR RD. WADING.,RIVER, NEW YORK. 11792 N.Y. LIC_ No. 048992 631-929-4695 A:ROLD F. TRANCHON<JR.': PENN. LIC. No. 21155–E 1 N BUILDINO D P RT T D 00 ABBREVIATIONSE^T E K Classification/Floor Area 00 Floor Levelv `0 ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Existing Proposal Total ACT ACOUSTICAL TILE MAX MAXIMUM Cellar (Finished) O O O AL ALUMINUM MIN MINIMUM j ALT ALTERNATE MRB MARBLE -u 1st Floor O O AFF ABOVE FIRST FLOOR MS MARBLE SADDLE v u► 2nd Floor O O ASF ABOVE SUBFL.00R MTL METAL A.S. ALUMINUM SADDLE NA NOT APPLICABLECAKLAWN AVEL Q 6 v ZVTotal O O A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT B.C. BRICK COURSES NOM NOMINAL ; Garage 500 5F 4_059F 4959F l BD BOARD NR NOT REQUIRED BOT BOTTOM NTS NOT TO SCALE l�L Q Front Porch BLDG BUILDING OC ON CENTER O O O CBB CEMENT BACKER BOARD OCC OCCUPANT(S) N Rear Porch O O O CL CLOSET OH OVERHANG I!:) c.,,) UTHL,,01LD NY CLO CEILING PART. PARTITION Decks O O O CLR CLEARANCE) PC POURED CONCRETE COL COLUMN PT POINT CONIC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAIZ TIE REQ. REQUIRED Z CJ CEILING JOIST REV REVISIONS) o CANT CANTILEVER RM ROOM CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER U �+ DIA DIAMETER R/R REMOVE AND REPLACE U- QO Z DIM DIMENSION SEC SECTION DR DOOR SF SQUARE FEET O DTL DETAIL SIM SIMILAR DWG DRAWING SQ SQUARE U Q DN DOWN STL STEEL EA EACH SD SMOKE DETECTOR EL ELEVATION STD STANDARD EQ EQUAL TC TOP OF CURB EX EXISTING TEL TELEPHONEPF-51 8301.2.1.1 (2015 Residential Code of New York State) EXH EXHAUST THK THICKNESS Design Criteria Construction in regions where the basic wind speeds exceed from Figure 8301,2(4) equal or exceed EXT EXTERIOR TOS TOP OF SLA EF EXHAUST FAN TX TOILET EXHAUST \S1130 miles per hour shall be designed in accordance EW EGRESS WINDOW TXF TOILET EXHAUST FAN V3 With one of the following: Z FC FIRE CODE TYP TYPICAL �° FD FLOOR DRAIN TEM TEMPORED Plans have been designed a FIN FINISHED) TEMP TEMPORARY in accordance with: 2020 New York State Residential Code FLR FLOORING) LON UNLESS OTHERWISE NOTED cn FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD FT FOOT(FEET) WG WATER CLOSET CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: FJ FLOOR JOIST WR WATER RESISTANT GA GAUGE pCategory. (Table 8301.2(1) Wind Exposure B Q GALV GALVANIZED33!L� �, Ground Snow Load: 20 PSF a GFI GROUND FAULT INTERRUPT � O GL GLASS Wind Speed: 130 mph 3 sec Gust x GWB GYPSUM WALL BOARD 110 fastest mile E-•+ HC HOLLOW CORE N Special Wind Region: NO O HDW HARDWARE Windborne Debris Zone: NO HM HOLLOW METAL •� HOR HORIZONTAL Seismic Design Category G U U HP HIGH POINT nw Z HT HEIGHT S, Weathering Severe HVAC HEATING/VENTILATION/AIR CONDITION (3 w O IN INCH �° 3 Roofed over deck on 0 Frost Line Depth: 35 inches INT INTERIOR N Concrete Foundation Termite Infestation: Moderate to Heavy Q Q JT V JOINTT 6 ) E Decay Probability: Slight to Moderate KIT KITCHEN 01 F� LAV LAVATORYw sir Winter Design Temperature: Ice Shield Underloyment Required Valleys and Perimeter Flood Hazard Exempt w ~~M Air Freezing Index 599 W w O Mean Annual Temp 51 w N MIN. DESIGN PRESSURE DP RATING: o Proposed Wood Deck ►-+ r. � Windows ZONE 4 DP 25 �9 Doors nl ZONE 5 DP 30 N O ZONE 1 DP 25 U 2 crl ZONE 2 DP 30 W O ZONE 3 DP 30 Q y ry ZONE 1 DP 20 r, O g ry m ZONE 2 DP 45 Legend o APPROVED AS NOTED IZONE3 DP 45 Existing Walls to Remain I DATE:10' 2�7,;l B P #170,54?_ ,Zone Diagimnis :� 0.O-D / Cl C ILS I f tI'. 1 NOTIFY BUILDING DEPARTMENT AT - Existing Walls to be Removed � - - - - - - - - �QN @ SE E I i I 3 a�r 765-1802 8 AM TO 4 PM FOR THE — ° 3� i`°, ° - t' _ FOLLOWING INSPECTIONS: 4� _ — ! ' a� �' 1. FOUNDATION - TWO REQUIREDTi----- WR New Walls and Partitions GJ a 1. UT GE R T I 1vt Einsulation ti�uFOR POURED CONCRETEjF OCGUR�+, lir1�! 2. ROUGH - FRAMING 8 PLUMBING --� 4 Z O 3. INSULATION 0 4. FINAL - CONSTRUCTION MUST Gobte —` ®Zane BE COMPLETE FOR C.O. wall g `L Door ALL CONSTRUCTION SHALL MEET THE Cdgc a� Perimeter -r}e' �"c-` W Window --n=or'— REQUIREMENTS OF THE CODES OF NEW Zone Zone YORK STATE. NOT RESPONSIBLE FOR Structural Beam - O �`�L`( WI +HALL CCU^S O= DESIGN OR CONSTRUCTION ERRORS. Mlnll'I'1Um UnlfOrl't'lI Distributed Live Loads.: Table R3D1.5 l'°1tLo! C tJ►r`:'J YORK STATE & TOWN CODES USE LIVE LOAD DEAD LOAD Outlet AS 'r;EOUIRE AND CONDITIONS OF Exterior Balconies 60 psf 10 psf N GFI Outlet d�bGFl Decks 40 SOUTHOLD TOWN ZBA psf N 10 psf uNa O U c1) Possanger Vehicle G 50 psf r SOUTHOLD TOWN PLANNING BOARD Garages as per plan cv w _j �� ATTICS without Storage 10 psf 10 psf c7 H j: Switch SOUTHOLD TO'A1N TRUSTEES ATTICS with Storage 20 psf 10 psf z Q A �1.i.S.DEC ROOMS other than Sleeping Rooms 40 psf 10 psf w A Ceiling Fixture Sleeping Rooms p g 30 psf 10 psf w v A � v Exterior Fixture Stairs 40 psf 10 psf Guardrails and Handrails 200 psf 10 psf 114" =h Smoke DetectorRETAIN STORM WATER RUN!OFI 12 psf for Attic Live + Ground Snow Load 20 psf 15 psf for Cath �s , CO Detector PURSUANT TO CHAPTER 23G OF THE TOWN CODE. ALLOWABLE DEFLECTION: Table 8301.7 Vent ® Structural Member Allowable Deflection , ' Rafters having slopes greater than 3/12 with no finished F 77006 Vent/Light n,t ceiling a+tached to rafters Ceiling Fan interior Walls and Partitions H/180 DWG. NAME: Floors and Plastered Ceilings V360 �O� /�� (� � (J (� All other Structural Members V240 �/ D E LL, II �'r `� Exterior Walls w/plaster or stucco H/360 SHEETEx D": Exterior Walls-Wind Loods(a)w/Brittle Finishes L/240 QCT 13 2021 Exterior Walls-Wind Loads(a)w/Flexible Finishes L1120 DWG. NO.: BUILDING DEPT TOWN OF SOUTHOLD Note: L= Span Length H= Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the cowl Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 3 I TABLE GENERAL NOTES FIRE/SMOKE DETECTION R402.2MINIMUM SPECIFIED COMPRESSNSSTRENGTHOlt CONCRETE TYP WALL/WINDOW GIRDER TO S.S.P. COLUMNrrP RIDGE STRAP DETAIL L/WINDOW AIR SEAL LOCA a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. a. 1 INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MINI UM SPECIFIED of CONCRETE coNsttwcTON b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. MwlMunsPEaFIEDcoMPREssIVE INSTALLATION @ 16"0/C � M CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. b. SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL sTRENGTHa(fc) LSTA24-980 lbs, UPLIFT ° BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS IN '- c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/R314.POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. we°'I"`'"°Pptentlpl b a a ° a d.BUILDER TO CARRY WORKMAN'S COMP.INS. IN AMOUNTS AS REQUIRED BY LAW, c.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT,IN THE Negligible Moderate Severe 0 0 e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,foundat ons and other concrete not exposed to Mp weather ° o f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN 2500 2.500 2'5500° '09 DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Basement and Interior blabs on grade,except garage floor slays 2500 2500 2.5O0c \GPS C g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING GYPSUM BOARD AS AIR BARRIER h.DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO Basement walls,foundatonwnps,exteriorwallsandotherverticalconcrete �,e S.S.P. CAPS - KLCC SERIES CONTINUOUS BEAD OF SEALANT BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. workexposedtotheweather 2500 3,0006 3,0006 166 NAILS ALL HOLES I.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Porches,carport slabs and steps exposed to the weather,and ga.cge floor slabs 2500 3,0006 3.5OOe CONTINUOUS BEAD OF SEALANT RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. j.DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. OF NYS,WFCM 2018 &AISC/SEI F7-05 b.ON NEW WORK BASE BID ON 200 AMP SERVICE. For 51:1 pound per square Inch_6,595 kPa. CONTINUOUS MINIMAL EXPANDING FOAM AT c.ALL WIRING TO BE MIN. 14 AWG. TYPICAL FRAMED OPENING WINDOW PERIMETER a.Strength at 28 days Dsl. d.CONVENIENCE OUTLETS TO BE 18"A.F.F.,UNLESS NOTED OTHERWISE. 3'NAILS METAL STRAP CAP '> `. SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see TableR30i.2(1)forweatheringpotential. ATS'OC. PLATE WINDOW UNIT AS AIR BARRIER OVER HEADER TOP f.ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. c.Concrete ti itterse locations that may be subject to freesing and ihawmg during construction shpli be air-emrm ed conrete CONTINUOUS MINIMAL EXPANDING FOAM AT •{Y• a.PITCH GRADE AWAY FROM BUILDING, g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST In accordance with Footnote d. n PLATE WINDOW PERIMETER b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT.E3402. FRAMING c.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX BOILER ETC. SEE SECT. E3405. d•concrete shall bear ma e6,Total air aamnt(Perae a by volume of concrete)snail be not less tn°n5 percento more �� CLIPS BOX, , than 7 percent. d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i.ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. I ° BOTH CONTINUOUS BEAD OF SEALANT SHALL BE REPLACED AS REQUIRED. e.see Section 84022 for maximum cemem tbue mate ials co rte t. a w• FOR 2X8" SIDES LINTEL o° Y�"•g0m LINTEL e.ALL CURBS, SIDEWALKS, ETC.DAMAGED SHALL BE REPLACED. f.For emergefloors H+e °steel prowed mpr sivestr sOF trength tai air on`ete"'Ip`ra`mbyvotleofhan4,0 0 netless""" USESIX ATTIC EAVE AIR SEAL ° MEMBERS CONTINUOUS BEAD OF ADHESIVE 3 percem Is pen„FMed ff the specified compressive strength of�concrete Is increased to not less then 4,000 pd. 3'NAILS ° o° EACH END, EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR 2 X 8' °° TREATED SEAL 130TH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL ° TRIMMER a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS,ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS= MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT ° STUDS CONTINUOUS BEAD OF SEALANT � SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM / / 3-NAILS a° b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING / EACH END ° TREATED MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED b. ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND / SILL PLATE rA MATERIAL AND UNACCEPTABLE MATERIAL TO,BE LEGALLY REMOVED FROM SITE. PRESSURE(pounds per square foot) 3"NAILS CONTINUOUS BEAD OF SEALANT Q ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL t"RIGID // Artro.c. °0 TREATED C. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95% OF MODIFIED Crystalline bedrock 12,000 INSULATION VERTICALLY / VENTED BOTTOM PLATE c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. To CONNECT INSULATING AIRSPACE PROCTOR DENSITY. d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 SHEATHING TO RIGID FULL- METALJOIST e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel(GW and GP) 3,000 INSULATION BAFFLE. ATTIC LENGTHOR W O REINFORCING NOTES + INSULATION HANGERS LI OF INS.IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. FOAM SEAL BOTH tolNTs WALL TREATED / FRAMING CLIPS Sand, silty sand, clayey sand,silty gravel and clayey gravel � � f.INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME / STUDS CRIPPLE a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW SP SM, SC GM and GC) 2 000 / 9TUDS•NOT Q GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED / _ - FOR DOORS 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED Clay,sandy clay,silty clay,clayey silt, Silt and sandy silt / STRENGTH OF 60,000 PSI. INSULATION ON ATTIC FLOORS ARE TO HAVE MIN. CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,5000 / GIRDER/POST/FOOTING CONN. b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) INCHES FOR BARS PLACED AGAINST EARTH AND 2 FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR OTHERWISE SHOWN. 11 INSULATING FINISH SYSTEM TO COMPLY w/R703.9. / / GIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES NAILING SCHEDULE: Table Table 602.3(1)2020 IRC CONTINUOUS BEAD TO BE FORTY(40) BAR DIAMETERS MIN. of SEALANT GIRDER TO S.S.P. COLUMN DETAIL'A' d.WELDED WIRE FABRIC (WWF)TO BE 6"x 6"SPACES,#10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not Include nailing for metal framing straps(see section 11/2"RIGID CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for strapping and requirements section for rough opening framing INSULATION KCC SERIES COLUMN CAP 70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. 1oaNAILSALLHC)LEs INSULATED GLASS, SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). O O e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS All nailing is a general specification it applies unless otherwise noted. WOOD POST Z CONCRETE PLACEMENT. OTHERWISE NOTED. f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY ° PAU SERIES POST ANCHOR REINFORCING BAR GRID. Joint Description No. of Nails Nail Spacing GRADE ,.4 BENCHMARK, STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. 0 CONCRETE NOTES FULLY WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. ROOF CEILING FRAMING O O , /8"GALVANIZED LAG I GIRDER TO CONCRETE PIER DETAIL BOLTS I z c.ALL INTERIOR DOORS TO BE 1 3/4"THICK,HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL (a) CONCRETE FOOTING a.ALL CONCRETE TO BE f' c= 3,500 PSI @ 2B DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. ANCHOR BOOT /8"%°/ x3 1/2"LONG LAG BOLTS 0 -GONG.STEPS TO BE 3,500 f' c @ 2$ DAYS Rafter to To Plate(Toe-Nail) (3)106 Common Per Rafter ? PC b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. CONTINUOUS WELD c. SOIL VALUE ASSUMED AT=-1 TON PER SQ.FT.AT DEPTHS NOTED. SOIL CONDITIONS Geilin Joist to To Plate Toe-Nail (3)8d Common Per Joist TO BE VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY s" Q Ceiling Joist laps over Partition (Face-Nail) (3)166 Common Each La a PROXIMITY TO BEACH,CANAL, WATER, ETC. TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION T0,RENOVATE OR LEGALIZE THIS P o STA DARD BASE PLATES &CAPS HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table 8802.5.2 Each Lap RAFTERS TO RIDGE CONNECTION d. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0" MINIMUM BELOW GRADE. x e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Collar Tie to Rafter Face-Nail 3 10d Common Each End 4 LS268-6751bS. [- BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE f.STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE 1/2 POSTANCHOR DETAIL UPLIFT PU 6 6401bs. DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. Blockin to Rafter(Toe-Nail) (3)8d Common Each End UPLIFT g. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE _ - W2 O PLAN. REFERENCE 33B h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. Rim Board to Rofter End-Nail 2 16d Common Each End /2 - - FOR NAILING 8/12 l �J„I L CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING - - a REQUIRED @ W U ', REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. ENGINEER. THEREFORE ENGINEER'S LOOK FOR CLUES FOR EXAMPLE:CRACKS DIFFERENTIAL - - �I j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS ° CATHEDRAL CEILINGS �I Z SETTLEMENT CRUMBLING ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR To Plate to To Plate Face Nail 166 24"0,C. per Foot IN ADDITION TO RIDGE ^ ,3 ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. °O o Q SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED, WHICH � rTl � O k.PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC,PLUMBING o F+-1 MECHANICAL, ETC.COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES, WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. T PI tes at Intersections Face-N it 2 16d Common Each End TYPICAL S A6 UPLIFT H 2" ° o STRAPPING t2nt2 ETC. CONNECTION INSTALLATION I.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND Stud to Stud Face-Nail 16d 16"O.C. Each End I I o SHALL BE PLACED IN WALLS. AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE ° ® F--'i THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION,CONSTRUCTION Header to Header Face-Nail 16d Common 16"o.c.along edges 2 m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 4 SCORING AS PER PLANS AND SPECIFICATIONS. Y ° W w a n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. To of Bottom plate to Stud End-Nail 2 166 Common Per Stud HURRICANE STRAP DETAIL CROSS-SECTION ° F. OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist, Band Joist, End RT30F 1 O NAILS ALL HOLES PAU a ° H o.NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. Josit or Blocking(End-Nail) 166 Common i6"O.C. Face Nail - 995 lbs. UPLIFT p.ALL FOOTINGS TO BE 8" OR 6"PROJECTION ON EACH SIDE OF FOUNDATION WALL PLUMBING NOTES MIN. (2)#4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. Double Top Plate Splice (Face Haile) (8)166 Each Side of Splice 8310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26 q. PROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES, N TYPICAL LIGHT SLOPE HANGERS to r.CRAWL SPACE VENTS,IN ACCORDANCE w/12408 ARE TO BE LOCATED WITHIN 3'-0" c.INSULATE ALL SUPPLY LINES. REFERENCE 3.38 a. MINIMUM 34"CLEAR OF EACH CORNER OF THE BUILDING. d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING FOR NAILING INSTALLATION @ 16"0/C W OPENABLE AREA MI CLEAR N s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, 5.7 SQ. FT. (SEE MINIMUM SIZE OF HANGER DETERMINED BY SIZE OF RAFTEIR CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. ° EXCEPTION) f.PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Joist to Sill To Plate or Girder Fa a-Nail 3 8d Common Per Joist < b. MINIMUM OPENING O Q a.ALL WOOD SILLS, BLOCKING,NAILERS, ETC. IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/P2603. `L) TYPICAL UPLIFT CONNECTION a SOIL TO BE AC TREATED). WATER& DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. � a HEIGHT 24" / ►-+ Q( g $rid in to Joist(Tot-Nail 2 8d Common Each End �' ° E-t o c. MINIMUM OPENING / (FOR OPENINGS) O b. PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ o WIDTH 20" c.ALL NAILS, BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS Blockin to Joist(Toe-Nall) 2 8d Common Each End TYPICAL RT16T o / INSTALLATION d.MAXIMUM SILL y a+ GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3. SEE P2603.4&P2603.5 FOR PIPES 0 „ OPENABLE OPENABLE17 @ 16"O/C Each Block TRUSS/RAFTER TO DOUBLE HEIGHT OF 44 ARTA -) d.ALL JOISTS, RAFTERS,HEADERS&GIRDERS.SHALL BE DOUG FIR fib 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. lockingto Sill or To Plate oe-Nail 3 1(3d Common 0 AREA / I_' e.MUST BE TYPICAL LSTA24 W O STUDS TO BE MIN. HEM FIR f b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16 o!c � � / Led er Stri to Beam Face-Nail 3 16d Common Each Joist 0 OPERABLE W Q e.ALL SHEATHING SHALL BE 112"DOUGLAS FIR EXTERIOR GRADE PLYWOOD,NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT IN / z LSTA24-980 Ibs.UPLIFT 20 GA. @ 6" O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. WITHOUT KEYS OR M NSM M N /5.7 M NSM FF, t t/a^x2a^ BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED&SEALED. L PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT Joist to Ledicier to Seam Toe-Nail (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS i f,ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST NAILS @ 6"O.C. LEAD PIPE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY w/SECT.P2609. t 9 CRIPPLE STUD ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12'O.C. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF Band Joist to Joist End-Nail 3 166 Common Per Joist MINIMUM SIZE HEIGHT 2 MINIMUM SIZE WINDOW 9• J' FOR 20"CLEARHpK3Hi 0W FOR 24"CLEAR HEIGHT STRAP REFERENCE3.3B h.HEADERS TRIMMERS&JOISTS UNDER PARTI'T'IONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR THERE SHALL BE AT LEAST TWO OPENINGS and Joist to Sill or To Plate(Toe-Nail) 2 166 Common Per Foot ANCHOR BOLT DETAIL HEADERS, s 0< FOR NAILING JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY HEIGHTS&AT PROVIDED,ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHD8 INSTALLATION UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS Wood structural panels, subfloor, roof and interior wall sheathing to FLOOR HEA ER L ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. ANCHOR BOLT-TO-PLATE uPLI ONNECTION IS REVD.@ EA. framinCORNER. g and particleboard wall sheathing to framing, END OF HEADER&@ BOTTOM OF j.HEADERS OVER DOORS AND WINDOWS UP TO 3'-0" WIDE TO BE (2)2x6 FOR OPENINGS See Table R602.3(3) for wood structural panel exterior sheathing -TO-STUD CONNECTION 4 HEADER STUDS,IN ADDITION TO � � p SHEAR WALLS ONLY CONNECTORS WALL STUDS& 3'-0"TO 5'-0"USE (2)2x8,UNLESS OTHERWISE NOTED. THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "II", @ TOP&BOTTOM OF CRIPPLES k. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. _.--..._._._.-_ __.___ ____.____------. _ _._______ __ _. _._. -__.__._._..._-.________ _____ _____- _-_.__. .. ________...__...__ - _ (SLAB ON GRADE,ETC.) "III", "IV", OR"V" TO INDICATES THE CONSTRUCTION to wall taming I.MIN. BEARING FOR JOISTS, BEAMS&STUDS T'0 BE 3 1/2". -__ Table 8602.3(3) m�� �� _ __ _ Edges Intermediate UPHD8-3,300 UPLIFT CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 _--. - (8)WS3 WOOD SCREWS m.PROVIDE SOLID BRIDGING MAX. 8'-0"O.C.IN ALL FLOOR CONSTRUCTION. Requirements for Wood Structural Panel 6d Common OF THE BCNYS ___. _ _.__.__.__ -_ .__ ___. _.. ._ __._._ ____.-.. __. ...__. .___ _._.. . ._ .. ...._._ 3/8"-1/2" 8d Gammon 6"ox, 12"O.C. FOR CORNERS FLOOR TO FLOOR CONNECTION n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16" o/c @ - ' Wall Sheathing used to Resist Wind � OPENINGS 6'-0"OR GREATER 4'-5"ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE : . _._..... . ..._....__.___...._...______._ -..-.._.__._._.,__ g. _._.____-..___-__-__.._.__-__-.-______..,-.___._.__.__..__....- ...._° TYP, CONNECTION FOR TWO z o. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE _.._ _.....__.__. .__- ..__._. ___..____._.__.__ ...- .-.___Pressures ad Common 6"o.c. 12"o.c. STORY-- _._. . ............M--- . 19/3 "- ' T APPLICATIONS 2018 W.F.C.M. Minimum ! Minimum ,8/8"%%CANCHOR BOLT@36"OC P.PARALLAM, MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED 1 1/8"-1 1/4" 10d Common 6"o.c. 12"o.c. REFLECTI MINIMUM SHEAR WALL SEGMENT SIZE , BY TJf CORP. OR APPROVED EQUAL. Wood Nominal Maximum VE WHITE ASPECT RATIO:HIL<3t Structural I Panel I Wall Stud Other wall sheathing WALL HT(H) SEGMENT WIDTH(W W q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 1/2"Structural Cellusic Fiberboard e't^ 2'-4^ ) MATERIAL FOR LOAD BRG. STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span ! Thickness I S acin 11/2"GaIV Roofing 3„ ; ' REFLECTIVE RED p p g o.c, 6"o.c. s-t" 2'-8^ ACCORDANCE w/8602.1. Minimum Nail Ratln Inches) (inches) Panel Nail S Spacing Sheathing Nail PANTONE#187 10'-1" Rating_._. _(__._.. . _�..__. p g, _-._Ultimate Design Wind Speed m h _ r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED,OR NO-GRED IN EXCESS - - -- - - -----,� _ ' - -- --d 25/32" Structural Cellusic Fiberboard 3/4"Gaiv Roofing STUD TO FOUNDATION CONNECTION OF THE LIMITATIONS SPECIFIED IN FIG.R502.8.CUTS,NOTCHES,AND HOLES BORED IN Ede ¢ Field Win exposure category i ail 3"o.c. 6"o.c. _.__. .._.. ._ ___....__-�..._.______.... ___...___.__._.__. ._...__.._,_f._...__c.__.__- _ I -- , ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH -- - --g_.S__. ____.__._.__.__ I SIMPSON MST27 20 GA.METAL STRAP, DESIGNATION FOR STRUCTURAL COMPONENTS PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN ( ) ' ( )1(• ) i 1/2"Gypsum Wallboard 1 1/4 Screws 7'o.c. T o.c. t2"MIN.ON STUD SURFACEFE�LTHAT ARE OF TRUSS TYPE CONSTRUCTION TYPICAL UPHD8 INSTIALLATION II Size Penetration In Inches o.c. Inches o.c. B C D C DOWN W/ 5/8 l� REAIDED ROD S N ACCORDANCE w/R502.8.2. STUD DRILLING&NOTCHING ARE ALSO TO COMPLY w/ - - - - - 8602.6. (SEE DETAIL) 6d Common 1.5 24/0 I 3/8 16 6 I 12 140 115 ? 110 TA36 N \ _-..__ _--. _. -..... ___.I._._. ___ _.._ __. ----...._ -.--.. ._ _._-_ .___. Gypsum Wallboard 1 5/8 Screws T o.c. T'o.c. TYPICAL AL LS H L " H 11 s. IN ACCORDANCE w/SECTION R312,1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common' 1.75 ; 24/16 wI „7/16 _ 16 6 12 170 140 _135 (OR EQUIVALENT) UDING _ t� 5/8 EQUIV II II 0� N Cn HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"e SPHERE M 24 6 12 140 115 1 110 Wood structural panels combination su oar REFERENCE "F" GIRDFLOERS AND FRAMI BEAMSL 4 __._-__- __.__L___._._. _ FOR NAILING N L>~ O J W d b' n bfl NOTE t.STAIR TREADS SHALL BE 1 1/4"-THICK CLEAR OAK,UNLESS NOTED. - -- - -- _ __ _-___ _.._ ... N.__ ___.__ _ __ _ __ 1/Z MAY BE u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less 6d Common 6"O.C. 12"O.C. WRAP&NAIL STRAP AROUND STROKE I. „ FRA NG REQOR UIRED O 0 ¢ � V. WALL& CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT SILL @16"OC ON EACH STUD 6" DIAMETER )/ " R+� FRAMZ Q q Z GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inchesb 7/61-11 ad Common G"o.c. 12"o.c. A18-%%C ANCHOR BOLT@36"Oc �- �- W 3 Q NOT GREATER THAN 450, IN ACCORDANCE w./8302.9.4.TESTING METHODS MUST TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL Q Q COMPLY w/R302.9.3 1116"-11/4" 106 Common C"O.C. 12"O.C. LSTA36-1,305 Ibs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. w U Q Q U w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL.(psf) 1/4"x36" TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS X.PROVIDE 1 " WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 E4,000 For wood structural panel roof sheathing attached to gable end roof framing and to FLOOR TO FLOOR CONNECTION SCALE: Y.CERAMIC TILE SURFACES& INSTALLATION AIRE TO COMPLY w/R702.4,OTHER Conventional light-Frame construction Intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced FINISHES TO COMPLY w/R702.5,&R702.6. 1-story 12 12 12 12 at 6 Inches on center where the ultimate design wind speed is less than 130 mph and REQUIRED FOR UPLIFT z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story15 12 12 12 OPTIONAL NAILS END ENGTH shall be spaced 4 inces on center where the ultimate design wind spied is 130 mph or WOOD SHRINKAGE m 12" YPICAL F- ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 ( greater but less than 140 mph 4-inch brick veneer over light frame or 8-inch hollow concrete masonry MAY OCCUR AND CAUSE STRAP TO BUCKLE OUTWARD) m 1-story 12 12 12 12 ROOFING /SIDING NOTES 2-story 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL m r' Ce a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS 8902, 8904,& 8905 AND 3-story 32 24 16 12 - - TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION I 1 ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS ARE TO BE PROP INSTALLATION @ 16" O.C. `� INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-Inch solid or fully grouted masonry FOR NAILING- DOUBLE LVL (CANTILEVER CONDITIONS) CLEARS N �oA 77006 b.ASPHALT SHINGLE UNDER IS TO COMPLY w/SECTION R905.2.3.SELF SEAL 1-story 16 12 t2 12 FASTENERS. 10dX1 1/2 TO '��FESSIONa STRIPS AND FASTENERS ARE TO COMPLY w/11905.2.4&R905.2.5.DETAILS OF 2-story 29 21 14 12 RAFTERS/TRUSS INSTALLATION @ 16"0/C TYPICAL LSTA ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-.story 42 32 21 16 FASTENERS:10-1 0dX1 112 T� EXIST 2X4 STUD WALL @16"o.c. TYPICALKST237 2 LSTA24-980lbs.UPLIF DWG. NAM$; OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D.IN ACCORDANCE w/R905.2.7.THE REQ'D I.I 3/9/16 20 GA.7 1/�"xza" UNDER-LAYMENT IS TO CONFORM w/ASTMD2:26,D 1970, D4869,AND D6757,AND IF PLATES LSTA24-9801,55.UPLIFT 20 GA. DETAILS APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) For SI:1 Inch=25.4 mm,1 pound per square foot c 0.0479 kPa. DOUBLE t 1/4"x24" m EXISTING 2X4 SILL c. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF TOP PLATE PLATE END LENGTH UNDER-LAYMENT CEMENTED TOGETHER, ORA SELF ADHESIVE POLYMER MODIFIED a•Where minimum footing width is 12 inches,use of o single wythe of solid or PROVIDE BLOCKING t"MIN. u t2" YPICAL �T NOTES BITUMEN SHEET, IS TO BE USED&IS TO EXTEIVD FROM THE EAVE'S EDGE TO 24" MIN. fully grouted 12-inch nominal concrete masonry units is permitted. Z < PROPOSED 2X4 DOUBLE TOP INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE wv/R905.2.7. & N a PLATE REFERENCE 3.3B FLOOR-TO-FLOOR m 8905.1.2. FOR NAILING �I REFERENCE 3.3B DWG. NO.: d.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN 12"MIN. INSTALLATION @ 16 o/c FOR NAILING ACCORDANCE w/R703.8, R903.2,&R905.2.8. \ e.HOUSE WRAP MATERIAL OR BUILDING FELT&IT'S INSTALLATION AIRE TO COMPLY w/ 2X4 STUD WALL @ 16" O.C. � STRAP @ R703.2 /' PROP 2X4 STUD WALL @16"O.C. EACH STUD TYPICAL H16 -1470 lbs. UPLIFT f. WEATHER RESISTANT SIDING ATTACHMENT,AND MIN.THICKNESS ARE TO COMPLY w/ 6-106x1 1/2" _ �� ' WALL TO CRIPPLE WALL CONNECTION 8703.3.2. TRUSS/RAFTER TO DOUBLE _ .14 "X1 1/2") � � PLATE INSTALLATION PAGE 2 OF 3 d- N 00 V�' M 00 M u t tY 'a 3 "t Treated 2 x 8 DJ Connected to Ledger on House w/TECO. Treated 2 x 10 Lagged to Framingl/2" Lags 16"O.C. Attach Joists to Girder w/Simpson H2A Clips [� Treated 2 x 8 DJ 916 OC AO z O O Q � Treated 2 x 10 DJ Connected to Ledger 16"W x 4" D on House w/TECO. Treated 2 x 10 PC pad Lagged to Framingl/2'Lags 16"O.C. 14"Diam PC Footing Use Simpson ECGL01-13.620-KT (2)Treated 2 x 10 36"Deep Min(Typ) E� z � U Q _ (2)Treated 2 x 10 m @� Section View z 00 (2)Treated 2 x 10 U 14"Diam PC Footing 36"Deep Min (Typ) 7-5" Q D a 7'-10" 10'-6" Treated 2 x 6 Sleepers O N 16"OC (2)Treated 2 x 10 O w U W > o o W U z Q Z 0 � wZ O 12"Diam PC Footing F--1 36"Deep Min(Typ) t (2)Treated 2 x 10 H - _ - _0 W O W N � O_ Q H" O a z 0-4 H Plan View W O A v� vi O =2E 71� F-iW U N Side Elevation M N N N a O J N w ua �• J Z 3 A z ca Q a w 3 a w d � U Q n U SCALE: LLLS::-=�- SSIONP� DWG. NAME: PLANS DWG. NO.: Rear Elevation A --, 2 PAGE 3 OF 3