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HomeMy WebLinkAbout47473-Z e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47473 __ .........-._ Date: 2/22/2022 Permission is hereby granted to: .;,. es. uita .. _,.w..Katharine 24 Stuart PI µ........._.__...m._. k .__........_.._.... m _................__ .__. ..... .. Manh sset� NY 11030 .._...._�_.�..._. ___...�.__..���.__� .......�........�......._...�_.e............_m�.n ..�.........___..........w_..._..�ro...... �_....� w �..�.....�.. _k .. __........... ....__.... ......._.... __. _..�w�.... ......�.� ...._.............__..__ ... .�.........._......._._....... .-..... To: Construct front porch addition to existing single family dwelling as applied for. Maintain 35 foot minimum front yard setback. At premises located at: 05.Old_S�h' _Southold SCTM #473889 Sec/Block/Lot# 64.-5-4 Pursuant to application dated 1/28/2022 and approved by the Building Inspector. To expire on 8/24/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $281.60 CO-ADDITION TO DWELLING $50.00 Total: �..__....._.__. $33.1...6_. 0 Building Inspector sgildl�� �dTOWN OF HT —BUILDING TM : Town Hall Annex 54375 Main Road P.0.Box 1179 Southold,NY 11971-0959 P ) ) .__. � _.. �� :::I� Telephone 631 765-1802 Fax 631 765-9502 I li i A/ � v AITLICATION FOR BUILDING PERMIT Date Received For office Use Only PERMIT No. Building Inspector: ' P p .. JIrl Applicapplications 111 not be accepteions and forms must be d. out t to eirApplicant ii cant n race eteow r a r, VI Ilii a.., sees Authorizationfm: l w..,,.. (Page ) allcompleted. Date: F a e: t ri it SCTM#10 1000 1 .... _F Project Address:305 Old Shipyard Lane, Southold, NY 11971 Phone :646-729-6161 Email:kcatemesq@gumaii.com ------------ Mailing Address: 24 Stuart Place, Manhasset, NY 11010 CONTACT PERSON: Name: i Mailing Address: 305 OldShipyard Lane, Southold, 11971 Phone : Email: mamidura@verizon.net DESIGN PROFESSIONAL I Name:Eileen Santora Mailing Address: 5 Phone 1.7 _27 4 Email:elleerldra hlu optonline.net CONTRACTOR INFORMATI t ---------- Name'Joseph KollenEnterprises, Inc Mailing Address:PO Box 7, Aquebogue, 11 935 Phone#: 1_ _ 1 Email:jkolien5@gmaii.com DESCRIPTION 'OF o SED CONSTRUC'nON ONewStructure RAddition ❑ ltrtio 0-Repair ❑ litin Estimated Cost of Project: ❑other $1311,000-00 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes ❑ o 1 PROPERTY INFORMATION Existing use of property:res dentlal 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. Check11 r Reading., The owner/contractor/design professional is responsible for all drainage and storm water issues as Chapter Town code. APPLICATION IS MADE to Building r a ordinances or P provided Town of Southold 5 Building Zone additions, Suffolk o other applicable , or I or as described. applicant to a buildings,hodations,for the construction of housingOrdmaa regulations and to admit a e, inspectors on premises and in building(s)for inspections.False in are punishablea A misdemeanor pursuant to 0.45 the 5 al Application Submitted BY(primalma).Mary Anne iduraAuthorized Agent ❑Owner Signature of Applicant: tiz ate: STATE OF NEW YORK) SS: COUNTY OF Mary Anne Midura being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 44, day ofjo�Z I ,,e 20 Notary Public CAROLINE M MACARTHUR PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC-STATE OF NEW YORK (Where the applicant is not the owner) No.01 MA6384635 Qualified in Suffolk County My Commission Expires 12-17-2022 Katharine Mesquita residing at 24 Stuart Place, Manhasset, NY 11971 _.., ... .m � . dhereby authorize MarY.....Anne Midura.M.... � �. ,to apply on m behalf to the Town of Southold Building Department for approval as described herein. mmm Owner's Signature Date Katharine Mesquita Print Owner's Name 2 U � � uj a q d Jaz W Q J� y �,, n LL ° ' �y oLL, LLor 5tiwati ° co LC �a Wak��m `06 �allo 0I Cl. U7 LCIS co CQ mgQ°z N txi 6) J�O�'j Gu N CA (— m Bio tJ`f "" � 6p[I gfuW v>� O ow�ti�N t17 q4 y Ww Wvd a �G7p tr'i L Z6 w c5 C,Z k pd C �o�wy�' q 1v O Z 1 O 4f1 cc 4 W 4 U 2 00 r f h 15.0 f 01,,17 a CPQ -�- �' • e15 560) tV PLAN CONTENTS: o?[dd�d� GENERAL NOTES WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1).RIDGE-TO-RAFTER BUILDING USE DWELLING Z 1-114'x 20 gauge strap shall be attached to each palr of rafters in accordance to table 3.4. BUILDING HEIGHT When a color tie is used In leu of a ridge strap,the number of 10d common nabs required TOTAL SO, FT. OF CONSTRUCTION V Cl- in each and of to collar tie need not exceed the tabulated number of 8d nails It the strap. CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND DESIGN CRITERIA C 4� D 1).The Information within this set of construction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 2020 ICC WOOD FRAME CONSTRUCTION MANUALco Intent and fiamingdetags.They are Intended asawnstructionaid,not asubstitute Lateral framing and shear wall connrectionsforrafter,ceitingortruss totop plate shag beln FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES •N fes-- 0'w for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building cedes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to EXT. BALCONIES 4© N .--r c onstnx9on details and procedures to ensure a professionally finished,structurally the to the wall studwith uplift connections.Roofs overhanging the rake side of the building DECKS 40 oN sound and a weatherproof completed product shall be connected with uplift connections in accordance with table 3.3c. ATTICS w/o STORAGE 10 'C * N 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20 1.t1 a = . + ROOF (GROUND SNOW LOAD) 25 mets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in a %0These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In One with studs below,the (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 a should be adhered to even if In variance with the plan. studs shall be attached to a common member in the ffm assembly with uplift Connectors In ROOMS (SLEEPING) accordance with table 3.3. tj 30V .L3 3).•Dimensions shall take precedent over'scaled drawings• STAIRS 40Vill (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200 First wall studs mall be connected to the foundation,all plate,or bottom plate with uplift 4).The engineer has not been engaged forconstnuctdon supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 arches in concrete EXPOSURE CATAGORY td� responsibility for construdioncoordinatJngwith these plans,nor responsibility for foundation and slab-on-grade,15 inches In masonry ttockfoundation%orlopped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE IS) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor boas.Anchor bolt I~ specific use expressed or implied in the use of these plans. spacing is to be spaced and sized In accordance to table 3.2a.In addition to spacing, NAILING SCHEDULE SEE GENERAL NOTE PAGE anchor boils are to be spaced between 6-121 Inches torn the end of a sill plate and am EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE �--r 5).Referch to the Window and Door schedule for exterior openings. comers. ; FIRE PROTECTION SEE FLOOR PLANS -' 6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: (SMOKE & CO2 DETECTORS ® or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION - attached with 8d common nails at ("o.c.at the panel edges and 12"o.c.in the field,and L 7).The General Contractor Is to consult with the owner for all built-In Items U2 Inch gypsum wallboard on the interior attached with 5d cooter nails at 7"o.c.at panel ENERGY CALCULATIONS RESCHECK 4,6.3 such as bookcases,she",pantry,closets,Dims,etc. edges and 1(r o.c,In the field shag be In accordance with the length requirements specified Sr +�,,� In tabule 3.15a-b. /* 8).Wind load requirements shall be taken Into account during construction. 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193) "� Z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15"times the appropriate V1 1).The General Contractor and Mason to review plans,elevations,details and nates to lin adjustment factors an table 3.16. Number of Number of //W determine Intended heights of finished ffoor(s)above typical grade. Common Nails Box Nails Nail Spacing L..1 � 7).INTERIOR SHEARWALL CONNECTIONS: Joint Description 2).All footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf Allowable sidewall lengths provided in table 3.14 shag be permitted to be increased when ROOF NAILING interior sheamds amused.Sheathing and connections shall be in accordance with , 2.4.42 and 2.2.4 respectively. Rafter to Top Plate(Toe-naiI4 3-8d 3-8d P rafter . t© 3).Provide 1/2"expansion Joint material between concrete slabs and abutting Ceiling Joist to To Plate Toe-nailed 3-8d 3.8d per joist concrete or masonry wags occuring in exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS; g P Header aridlor girder connections shall be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face-Bailed) 5-16d 5-16d each lap - 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table Ceilin Joist La Over Partitions Face-nailed 5-16d 5.16d each lap � } be Installed with*4 rear,l8"long at 12"o.c..Use approved epoxy for installation. 3.5. � �' ( ) 5).unless othe►wlse noted,all stabs on grade to be 2500 p.91.Concrete to be Collar Tie to Rafter(Toe-mail 2-10d 2-loci ., per tie 9).CATHEDRAL CEILING ASSEMBLY- Blocking to Rafter(Toe nailed) 2-8d 2-10d each end pound on 4 Inch thick sand or gravel flf with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall archer be notched and to be minknum 3-1/2 inch thick. anchored on top of the beam or slope connectors shag be attached to each rafter-to-ridge Rim Board to Rafter(End Nailed) 2-16d 3-16d each end along the open ceiling part of the building.Connections to the ridge and wag shall be be WALL FRAMING 6).Crawl spaces to be provided with a minimum 18"44"access opening.Install one attached with the above requirements.- V 8x16 cast iron foundation vent for every 150 sq.ft.of area. Tap Plate to Top Plate(Face ailed) 2-16d(1) 2-16d(1) - per foot ' 7).Dampproof exterior of inundation with bituminousox>9ting as per section R406 of DECK AND COVERED PORCH NOTES: Tap Plates at Intersections(F ole-nailed) 4-16d 5-16d Joists-each side N.Y.S.Residential Construction Code.A 6-mi polyethylene film shag be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. the below grade potion of exterior walls prior to backfiring. All fasteners,hangers and anchors to be galvanized or stainless steel. Header to Header(Face-nalle ) 16d 16d 16"o.c.along edges ��,. CV 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each poet with washers and nuts. Q 1 FRAMING NOTES Girders on concrete piers shall be anchored with h proper steel connectors anchored Top or Bottom Plate to ( )Stud d Nailed 3-16d 2-4W per stud 4- �- Into concrete with a minimum 1/2"dia x 7"longanchor tilt with washers and nuts. 1).All framing techniques and methods as prescriptive design of 2020 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shag fl/1 r'► 2).Unless otherwise noted,ail framing and structural wood material to be#2+BTR. be 3 ft below grade.Concrete piers to be used with all porches/decks with roofs or pergulas. V J i Douglas Fir. 4}.Deck) to have blocking at 8b o.c.. Bottom Plate t0 Floor Joist,Ba d Joist,End jest or Blocking{Faces-Nailed) 2-16d(1,2) 2-16d (1,2) per toot t1 �. 3.Floors,wags,callings and rafters to be spaced at 16 Inches o e.unless noted FLOOR FRAMING _ ) P 5).A minimum of 10 inch flashing shall be installed between the building and ledger, otherwise. Ledger to be fastened to building with 1/2'dia,bolts with washers and nuts Joist to Sill,Top Plate or Girds r(Toe-nailed) 4-8d 4-10d per joist whiners needed. Bridging t0 Joist(Tae-nailed) 2-8d 2-10d each and 4).Unless otherwise noted,ail bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Beard wag leaders to have(2)jack studs and fug length stats on each side of all Blocking to Joist(roe-nailed) 2-8d 2-10d each end Bearing t2) 6).Concrete piers shall be a minimum 6"above grade. n9 � ) openings.LVL treaders to have(3)Jack studs and(2)full length studs on each skis of Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block openings.Bearing wall window sills shall also have(2)window,all plates for 2x4 wall 7)•AN joists to be supported with hangs and anchors.Each Joist shag also be anchoredd openings between 4'1 and 6'0 and 2x6 wail openings between 511 and 6'9.Provide fire to 9�ds) Ledger Strip to Beam(Face-nailed) 3-16d 4-16d - each joist and blocking where applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 5).All flush beams/headers to Installed with heavy duty galvirrized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Band Joist to Joist(End-nailed) 3-16d 4-16d per joist anchors where applicable to all connecting joists. PLUMBING NOTES Band Joist to Sill or Top Plate(Toe-nailed) 2.16d(1) 3-16d (1) perfoot \ 6).Double up lour joists cinder walls fiat run parallel to the floor joist and under bathtubs. 1).Ali water supply,drainage and venting to be Installed as per N.Y.S.Residential ROOF SHEATHING Floors to have ceramic tie installed shall be verified for proper bad capacity carless noted Construdon Code ; Structural Panels(See Notes 4,5 and 6) on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. Interior Zone 8d 10d 6"edge/12"field 7).Provide blocking/bridging In floor y"at 8'0 o.c..Use solid blocking in floor joists Perimeter Edge Zone 8d 10d 5'edge/U'field under all bearing walls. 3} ff wall studs,Plates or joists are out out during Installation for any plumbing related work g 8d 10d 6" edge 16' field provide adequate bracing and plates to protect and secure the stricture.Verify with the Gable End Rake with up to 1'Rake Overhang 8).Provide insulation baffles at eave vents between rafters.Instal draft biDWng as state code and manufacture's recommendation for maximum hole st o and spacing permitted. needed. HVAC SYSTEM NOTES CEILING SHEATHING 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Gypsum Wallboard I 5d coolers 5d coolers 7"edge/10"Held COX exterior sheathing grade plywood.Plywood to cover over plates arA headers. requirements. WALL SHEATHING 10).Unless otherwise noted use 3/4"Uft T&G PTS Fir or Advantech plywood subfloor 2)•HVAC subcontractor is to fully coordinate all system data and requirements with the Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 112"field adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subtloor as per manufacture's instructions. 11 .All bathroom wells to have 112'thio moisture resistant sheetrock.Geroge walls ark 3).HVAC subcontractor to provide final system layout drawing and submit ft to tine General 5d coolers 5d coolers 7"edge/10"field ,.. " Contractor and owner for final review and approval. G psum Wallboard i ceilings and over furnace to have 5/8 thick type-x sheetrock.Ag other parts of building . to have regular 1/2"sheelrock.All walls to be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING r 12).All roof with a pitch less than 4:12 shag be Installed with an Ice&Water banter or 1).All electrical to be installed as per N.Y.S.Residential Construction Code, Structural Panels approved equal.Flat roofs shag be applied with a Fiberglas base sheet with an EPDM 1"or less 8d 10d 6"edge 112°field L torch down type material over. 2}.Ag electrical work spall be approved by a qualified Underwriter. 13).All sig plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per section 8317 (1)Nailing requirements are based on wall Sheathing nailed 6"on-center at the panel edge. Alienate nailing schedules shall il be Installed with a foam sill gasket and cop-r'-tex termite shield or approved equal, of N.Y.S.Residential Construction Code. be used where wall sheathing nailing is reduced. For example,9 wan sheathing is nailed 3 inches on-center at the panel edge , to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or aftemate connectors shall ; be used to maintain load path. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. 3 Tabulated 12 Inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. Wind Seismic Weathering Frost line Termite Decor Winter Ice Barrier Flood Hazards (4) For roof sheathing within 4 feet of the pedmeter edge of the roof,including 4 feet on each side of the roof peak the 4 foot Ground Snow y Lead Stud Depth Design Underfayment perimeter zone attachment requirements shall be used. 5 Tabulated 12 inch o.c.nails akin assumes roof sheathing attached to rafter!truss framing members with G>0.49,For Temp. Required ( ) spacing 9 g y Moderate framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. t 25 psf 140 mph B Severe 36 in. Slight to 15°F Yes to Heavy (6)For wind speeds greater than 130 mph,blacking is required which transfers shear bad to two additional rafters(3 rafters In Moderate total). (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails, 05163 SSICIy�" 1 W WIND"' RESISTANT 'CONSTRUCTION DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER OTES , 4x4 POST TO F DIA. x ,c• - LT u 6x6 POST TO FOOTING ANCHOR —PAU66 OR WE66 A I . 1 I " ANCHOR BcLT �p 4x4 POST TO GIRDER EADER PRS44 PBSE44 KC44 JSE ONETYPE FOR EACH POST .i CO 6x6 POST TO GIRDER HEADER P13S66 PBSE66 KC66 JSE ONE TYPE FOR EACH POST d W4 ,_ ., CD RAFTER---o STAIR STRINGER CONNECTION TMU26 OR MPA1 H STRINGER lam ` N RAFTER/JOIST HEADER Y W T R EACH RAFTER AFTER TO LEDGER BOARD TMU26 OR MPA1 SE ON EACH RAFTER. MPA1 USE ONLY a RAFTER— WHERE A T QE USED LEDGER USE THE FOLLOWING OR. APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, N FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE HEADERO1 TWO 3.1 Nel"S'drodub(Wood Framed Corterudm M=W M15,PWoo 140 s 193) RAFTER ,tont comm Naats Ranee � ROOF MUM Rder'bTOP Plab(Toe fed) 3-8d 3.i8d Perrsftsr TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION �'° 'jO�bTOPeROe' 3-8d 3-8d Celine Jobt b Pwallel Rdw(Faoe-rdd" 5-i6d 5-16d "ch bp Coling Jobt Laps Over fttld M(Foos 5_16d 5.16d each by �* ColerTie b Ratter(Tw►sled) 2-10d 2 40d parts TR f�oddrtgto Rd-(roe W"d) 2-8d 2-104 scam ow � STAIR E A�— R m Bosrd 10 Raftar 2-16d I 3-16d I •each.ard GIRDER/HEADE WXLF "�W ` 'RIM BOAR Top Plebe b Tap Rob(Face ggied) 2-16d(1) 2.16d{1) per toot POST Top Reds IR I1ih0*6Ctiorts(Face meted) 4-16d 5-10d ,jobts-aadh aide. STRINGER-------- �b2-10d' 000 tPOST/COLUM Ieedr*Mates RIM/DECK J01 0 Top orBobm Plate bStud(End Na" 3-16d' 2.40d peratud 0 STRINGER TO DECK/PORCH CONNECTION - � � • GIRDER/HEADER TO POST/COLUMN CONNECTION Bolcom PAD b Fbor Joist,Bend Joint,End joWar Bbdk(Fa� 2-16d(1,2) 2-16d(1A 1 pertoot 3 POST TO DECK/PORCH CONNECTION FLOOR FRAMMGaWtSKTopPkftor fter(roe gWkd) 4-6d .4-10d Perim Br40G ID Joist(Toe4sw 2-8d 2-10d eecrertd Bbd ft to Jobt(Toe mailed) 2-8d .2-10d such and BbcWq to SII orTop Peds(Too-reeled) 3-16d 4.164 each to e& b • Ledger Str1l►b Beam(Faosaro" 3-10d 4.18d mch)M JIM on Dodger Beam(Tos•rWK 3-8d 3-10d Perim j GIRDER/HEAD b JJold P� n216dabBaId Jascb T ed - 6d(1) 16d (1). partp ° GIRDER/HEADE ° ROOF sHFATtiurG �. � • POST/COLUMNJOIST- WxAYW �N*c4,6and6) �? Interior Zona 8d 10d ft edge 12 field : POST/COLUMN �� � �� A Gable End wilt up b 1 Rake Orertten0 GIRDER/HEADER CauwaaTlim w } GYPS Waftmd 5d coders 5d Donlon radge 11fr field WALL SWAMNG _ %uchrd Pmtds(See Nolen 1,2,and 3) 8d 10d6' w - edges 12"Held GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDEJHEADER GypelfirlCONNECTIO Wa�aro 5dw*m 5dwaiers r. adgeflrow FLOOR SHEATHING - Studusl 1"arle" gd 10d' 6"edge/12" sl (1)NdV mwkwner>to aro basad on wd ahaeftiag nded t3'allwWattto pondadg& Aknbn0Vv&wdulesshd bo used Where wal ahealhing riefle V b mdowd. Far exsn'Iple,ffwd sIwft g b mft 3 Indies anoer*dfhe patrol edge b d>W higherstroarcel1 a III i ndktg mquiremertb for etnx "merrtbera dul be dothled,ardbmiab comeeb shat _ be used in tnaklbin bed path. . GIRDER (�Fawall etteethk�w+tnm4taetatheoat>ers,t,eto�Irtoot�eog.�orte afmart�ant�equtarnentaatr�l baused. ' . POST (3).T 12 ktch o c,nal sp@dV a�trnas wd aheellig athro w bsWd fthltnirrp,rw,6 Wkh 0A2<0A9. • ° WOOD J OI (4) For ra tad tktg wl9tin 4 t d offhe perinroleradp aftlo roof,Mxdu ft 4 fast on secrsidsat o tmuf peak,ft.4 foot perkrteter none afledhrnentrequirsmertes"be used. a ;. ,; a (5)TO Mtsd 12 ktch o c'.rel spe ft feetrhheti ndsteattlktg attached b rafbr!IthMa ftarttkktg members wtlh G>Et:l9.For G I R D E R�H E A D Ef oaring tn«rbers wtlh<0.42<G4.49,ft nA specktp shat be tedt ad to 6 kwhes oa CONCRETE PIE yY:, 12"x 12"x12" CONCRETE FOOT - > (e)For" fNrtf>erh 130 tnptt,Ilbrddtq b nhgtttsd wtttcthtrthrtsiotsahearloed to twa adatiortat rates( t n WOOD J OI S rexlstior panel aiilng,gelverIlxed bort nab steel be permkbd b be subIfflubd for omma rt IL Y Y V Y 1 t�v - POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: JA1 uniaaa afrerwraa raK dl It"nr A h b be 04 AM praan Ire.faa Uxnbar. JOIST FRAMING FLUSH WITH GIRDER,ZHEADER �i+saw,.n,truer,«,a.nononbb,�I,rr�aor,ar,w,.,r,eL GIRDER TO CONCRETE PIER CONNECTION „a ''lwdwkio1i1i1otWbd orwd'0Wi000Mp*orOwwg""who who m sera-piwa a M tw and m *M poW SW oomaclors wdxvW CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA t11D0 a I w1'a' ++ i1 edexr-wood°rb°e."M"ww nwwritf.. - 3}Pb-wpI-- I OUdan abet baardiaad b a 1M7 kI7e d t cc a ft haft Grid Snow Wind SeWrAc WaatWng Frost Ut* Termite Decay Winter oe Ranier Flood Hazards Una s ff** a Nt dl.xr bV aridly loos w1lrlr W w and nuts.Foar�Br,.e Load spewMIM Design JndaWpant s.3 ft bdow Ones.tWdara wMr nob dW hnea 17 4k Dain-plan f bab.►om&_ Tern dad 4}t>,ck f ol-b lwa bloddnp at e'o aa. ; ` 25 psf 148 mph B Sevens 36 In. 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