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HomeMy WebLinkAbout48815-Z uf TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE Wo . 4' 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 #: 48815 Date: 1/30/2023 Permission is hereby granted to: Ferris III, William 320 Bittersweet Ln PO BOX 1174 Cutcho ue, NY 11935 To: Construct addition and alteration to fisting single family dwelling as applied for. V ®�L> At premises located at: 322 Bittersw t Ln, Cutcho ue SCTM # 47,489 Sec/Blo Lot# 104.-2-7.5 Pursuant to a lication dated 12/29/2022 and approved by the Building Inspector. To expire on 7/31/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $496.00 CO-ADDITION TO DWELLING $50.00 Total: $546.00 Building Inspector 'IELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) ------------------------------------ ci I coo — t�' FOUNDATION (2ND) r 8 H ROUGH FRAMING& PLUMBING 1 J C1� �r r� INSULATION PER N. Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS z m x r� b 'O�gtlfFOt�coG TOWN OF SOUTHOLD—BUILDING DEPARTMENT (, y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1.1971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtommy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only LLD PERMIT NO. UO Building Inspector: DEC n C 9 ?OL� Applications and forms:must be filled out:in their entirety.'Incomplete tiUIWING OEP OLD TOWN OFSOMH applications will not,be accepted. Where the Applicant is n6fthe owner,-an Owner's'Authorization form-(Page 2)shall be completed: :; Dater 02 q '2 '0 Ze— OWNER(S)OF PROPERTY: Name: SCTM#1000- Project Address: l Phone#: =�_7!- Email:_ Mailing Address: CONTACT PERSON:`_ Name: - Mailing Address: G Phone#: I; c —`731�L r7lJ_.6�1 r .�= Email: O _ d9�0 b1%, DESIGN PROFESSIONAL"INFORMATION' Name: Mailing Address: _II,, - -- pp�LI Phone#: 7 [ � �1�' �af_1_� Email� �f/11� C-�. 2_Cc, CONTRACTOR'INFORMATION: Name: Mailing Address: � _ _��70S_ Phone#: G3l _ L7_:. 3 Email: __ ._ _(;_ __(� _._ -._ �t act_-( DESCRIPTION OF PROPOSED,CONSTRUCTION El New Structure C Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ `� Will the lot be re-graded? ❑Yes VNo Will excess fill be removed from premises? ;4Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: ' T � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to t � � _ ._•� _ ___ ___ _ this property? .❑Yes E�ANo IF YES, PROVIDE A COPY. E Check Box After`Readingi The owner/contractor/design professional is responsible for all drainageand storm water issues as provided by, Chapter 236 of.the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance;o 'the Town of Southold;Suffolk,olk,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,ordinances,building code, :housing code and regulations and to admit authorized inspectors on premises and in building(s)for,necessarV inspections,,False statements made herein are punishable as'a Class A,misdemeanor pursuant'toSection 210.45 of the New York State Penal Law: Application Submitted By(print name): I �#—IL4C4 ❑Authorized Agent f Owner plicant:Signature of Ap � Date: STATE OF NEW YORK) SS: COUNTY 013,5'A=g&Jk= ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 1 day of CPiOt'1����( , 20=V-. Notary Public CONNIE D.BUNCH PROPERTY OWNER AUTHORIZATION Notary Public,State of New York No.01 BU6185050 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires April 14,2-akv 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 81 TT E R S.W E E T L. A . . colRr) o a u � A N /0 / F MAI3ELLE DEMPEWOLF �' Iw M_ > P► LOT 54 FND N. 66". 10 f 00" E. 320. 00 FND a PIPE PIPE I I� I� O ^ t I - 7 ohov.,er </ ® w ® P/0 ,LOT 53 S ,�3 ,� qs F,e� 3 D' tij a - y P°rt z 10 h ` o P/0 LOT 53 _w - - - - - - - - O a. o I.5 I{IZnse '� Z3 6 w 60,4 I �rwl °r u O o. W 259 M pLO r ® m P �;ok s+ored� - SURVEY OF PROPERTY N b s en f o A T FND P/0 LOT 52 P/O LOT 52 G U T C H O G UE tdON f, TOWN OF SOUTHOL.D note ti Sto„� S-UFFO L K COUNTY , N . Y. o . free f01-m 3 S �,ej`o Pvfi b cc, 1000 - 104 - O 2- - 7. 11 QO i fence g S C AL E 1 II = 40 N N�o� � r F'E8. II , 1988 Op O P/O LOT 5 P/O LOT 51 o P/0 LOT 51 �f N/0 FND. 0 �F PPE Cj' \ � Z QUO op 28�32 � co CERTIFIED TO TITLE USA INSURANCE CORPORANi \� wiLLIA1ti TFERRIION OS NEW PORK r�eH�`;lN���9� �® �y ozp �� JOAN FERRIS W® ND OF SC& S. LIC. NO.49668 UST�R' Prepared in accordance with the rn;nh lun, standards for title surreys as establi.-hed by P SURVE 8 ENGINEERS, P.C. LOT NUMBERS REFER TIOMAP OF-NASSAU FARMS the L.1.A.L.S. and approved and adopted t51 496 FILE 1179 FILE DATE MAR. 28, 1935 P. E for such use by The New York State Wad " MAIN Title Association. SOUTHOLD, N.Y. 11971 °•" 88 - 127 APPROVED AS DOTTED PLAN CONTENTS: ©ATE' RR -3t�,�3 0 WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL IEEE GENERAL NOTES 1) RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE 'ELLING NOTIFY BUti-OINGDEPARTMENTAT Z 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. BUILDING HEIGHT 631.768-1802 8AM TO 4PM FOR THE V When a coheir tie is used Inleu of a ridge strap,the number of iOd comimon nails required TOTAL SO. FT. OF CONSTRUCTION FOLLOWING INSPECTIONS: C- -Y CONSTRUCTION NOTES: in each end of ft collar tie need not exceed the tabulated number of 8d nails in the strap. �} a PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND . FOUNDATION-TWO REQUIRED C 4- CONSTRUCTION ,b DESIGN CRITERIA 1) The information within this set of construction documents Isrela6edto bask:design 2} RAFTER-TO-WALL ASSEMBLY- 2020 ICC WOOD FRAME MANUAL FOR POUREDCONCRET� ; Intent and ironing details.They are intended as a construction aid,riot a substitute Lateral framing and shear connections refter,'cetl)ng ortruss to top plebe shah be in FRAMING ELEMENTS AS PER FLOOR PLANS BOSS SECTION AND ENERAL NOTES 2. ROUGH-FRAMING&PLUMBING .W r � for generally accepted good buullong practice and compliance with m rmt New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters Skate building conies.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 E X T, BALCONIES 40 3. INSULATION Oi o; won details end procedures to ensure a prollessiontally finished,sfrUCbutally the to fine wall stud with uplift cormections,Roofs overhanging the rake side of the building DECKS 40 4. FINAL-CONSTRUCTION MUST is � sound and a weatherproof completed product shall be connected with uplift connections in accordance with table 3,3o. ATTICS w/o STORAGE 10 i ATTICS w/ STORAGE 20 BE COMPLETE FOR C.O. W � Ri I 2).The General Contractor responsible for ensuring that oil work and construction 3}WALL TC�VAIl ASSEMBLY: DESO;N LQAG CALCULATI QNS ALL CONSTRUCTION SHALL MEET THE r_ 0 M i meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below afloor level shalt be attached with uplift connections in ROOF (GROUND SNOW LOAD) 25 REQUIREMENTS OFTHE CODES OF NEW O ; These 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 't3 � � should be adhered to even if in variance with the plan. studs shall be attached to a common member I,the floor assembly with uplift amnectors in ( ) PORK STATE. NOT RESPONSIBLE FOR N i ROOMS (SLEEPING) 30 accordance with table 3.3. DESIGN OR CONSTRUCTON ERRORS_ O STAIRS 3).Dimensions shall take precedent over scaled drawings. 4}. 40 (DO NOT SCALE DRAWINGS). 4).-WALL GUARDRAILS ANY DIRECTION 200 First wall studs shall be connected to the foundation,sin plate,or bottom plate with uplift '- 4).The engineer has not been engaged for construction supervision and assumes r�i amnectom.Steel soaps shall have a minimum embedment of 7 inches in concrete EXPOSURE CATAGQRY --, U7 n responsibility for construction coordinating with these plans,nor responsibility for foundation and slate-oinrade,15 inches In masonry block foundations,or lapped under LOAD PATH SEE CONSTRUCTION AND MIND PATH CONNECTION ''''-!I�" 'L.�( WI + I I AL_L G�L1c5 Oi _ construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance table 3.3b.When steel straps are lapped under ROOF - FOUNDATION DETAIL PA E & GENERAL NOTE PAGE [A:=`cN YUR'� S aTE & TOWN GO ES. to n precautions and programs In connection with the Them are no warranties fora bottom plate,3 inch square washes shag be used with the anchor bolts.Anchor bdt NAILING SCHEDULE SEE G NERAL NOTE PAGE /�•S REQUIRED AND CONDITION OF � sprecific use expressed or implied in the use of these plans. spacing Is to be spaced and sized in accordance to treble 3.2a.In addition to spacing, ' anchor bolts ar+eto be spaced between 6-12 inches from the end of a sill plate and all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE SOUTHOLD TOWN ZB� rs)•Ref�ertothewridowandDoorschedule1brexterforopenings. FIRE PROTECTION 6).The General Contractor is to ensure that masonry or prefatractad fireplaces meets 6).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SMOKE & CO2 DETECTORS SEE FLOOR PLANS SOUTHOLD TOW PLANNING IANU 11 or exceeds manufacturers spe~ons and applicable codes. Type I exterior shear walls with a minimum of 7/16Inch wood structural panel on the exterior TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION on attached with 8d comm nails at ('o.c.at the panel edges and 12'o.c.In the f ,and SOUTHOLD TOWN TRUSTEES =- 7j.The General Contractor is to consult with the owner for all bufft4n items 112 In li gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel ENERGY CALCULATIONS R ESCHECK 4.8.3 r such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the field shag be In accordance with the length requirements specified F N ti•S.DEC ` In table 3.15a-b. 8).Wind load requirements shall be taken Into account during construction. •=i ' 6).TYPE If EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed ConstnJction Manuel 2015,Rages 149 and 193) FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requiremients of table 3.15a-b times the appropriate length 1).The General Contractor and Mason to review plans,elevations,�tatls and uncles to adjuustment factwors in table 3.16. Number Of Number of Q� ��.�CUPA C7 OR deterrrdne intended heights of finished floor(s)above typical grade. INT>^R[flR SHEARWAIl CONNECTIONS: Joint Description Common Nails Box Nails Naff S - Q W Allowable sidewall lengths provided at table 3.14 shag be permitted to be increased when ROOF NAILING USE IS UNLAWFUL 2).All foofings to reek on undisturbed(vlrgln)soil.Assumed bearing 3000psf Interior shearwalls are used.Sheathing and connections shall be in accordance with i 3).Provide 112"ex panskm Join rriater'� concrete ncrete slabs and abutting 2.4.42 and 2.2.4 respectively. Rafter to Top Plate(Toe-nailed) - 3- � � WITHOUT CERTIFICAT E •� O concrete or masoryy wags cowing in exterior 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: � p Plate or or unheated Interior areas. Ceiling Joist to To 3-8d 3.8d per joist (Too-wiled) n' �' �` •'� 4),Any now concrete watts being attached to existing concrete structure t Header and/or girder connections shag be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face-wiled) 5-16d 5-16d each tap O F C U PAtYCY •V l with table 3.6.Window sill plates shall be have steel connectors in accordance with table Ceiling Joist La Over Partitions(Face-Waited 5-16d 5-16d each lap , be installed with#4 re-bar,18"king at 12"o.c..Use approved epoxy fox•installation, 3.6. nil Laps (F } ` 5).Unless etherwtse noted,all slabs on grille to be 2500 p.s.i..Concrete to be Collar 1 ie to Rafter(Toe-naffed} 2-10d 2-10d p�tie •- � � I poured Unless 4 her thick noted, r l gravel fig with to e 2 mesh reinforcing.interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 2-8d 2-10d each end RETAIN STORM WATER RUNOFF `� V Where a ridge is to be used as a structural beam,the rafters shall either be notched and BIOC{ang t0 Rafter(Toe nail to be minimum 3-112 Itch thick anchored on top of the beam or elope connector shag be attached to each rafter-to-ridge Rim Board to Rafter(End Nailed) 2-16d 3-16d each PURSUANT TO CHAPTER 236 along the open ceiling part of the building.Connections to the ridge and wall shall be be WALL FRAMING 6).Crawl spaces to be provided with a minimum 18'x24"access owning.install one attached with the above requirements. 0 F THE TOWN CODE. . 8x16 cast iron foundation vent for every 150 sq.1t.of area. Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot 7).Dampproof exterrcr'of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side e l N,Y.S.Residential Construction Code,A 6-mg polyethylene film shag be applied over 1)-Unless otherwise noted,ail framing material to be#1 ACQ pressure treated lumber. Stud t0 Stud(Face-nailed) 2-16d 2-16d 24"o.c. the below grade portion of eADrIor wails prior to badcfilling. All fasteners,hangers and anchors to be galvinlzed or stainless steel. Header to Header(Face-nailed) 16d 16d 16"o.c.along edges L N I 8).Drainage as per section R405 of N.Y.S.Residential Construction Code, 2} Girders for deck joists to be botted to each post with washers and nuts, O 1 FRAMING NOTES concrete ov concreteGirders on minirnum piers tl be l/2"dt�a x"a boltroper with connectors anchored Top or t°ottam Plate to Stud(End Nailed) 3.16d 2-4od pe;a-tud 1).All framing techniques and methods as presalptive design of 20220 3).Posts supporting girders shall be anchored to a 12"x12"x12'thick concrete footing. ' Edition Wood Framing Construction Memo]. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 00tngs She be 3 ft.below grade.Crxtrx�ete piers to be used with all porrxhesfdeckksiovith roofs or pergolas. PLUMPER Cirri�``rFIC/-�T t :v � 2).unless otherwise noted,all framing and structural wood material to be#,2+BTR. Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d(1,2) per foot ON LEAD CONTENT BtFC RE � Douglas Fir. 4).Deck joists to have fyodcing at 8V o.c,. M ' FLOOR FRAMING CERTIFICATE OF OCCUPA ,ICY 3).Floors,wags,ceilings and ratters to be spaced at 16 Inches o c.unless noted 5}A minimum of 10 Inch bashing shag be installed between the building and ledger, SOLDER USED /N WATE 3 I otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts Joist to Sig,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist whom needed. Bridging to Joist(Toe-nailed) _ 2-8d 2-10d each end SUPPLY SYSTEM CANN T_ �-- 4).Unless otherwise rioted,all bearing wall treaders to be(2)2x10#2+BTR.Doug.Fir. - •"` } Bearing wail headers to have(2)jack studs and(2)fug fen"studs on each side of all 6).Concrete piers shag be a minimum 6"above grade. Blocking to Joist(Toe-trailed) 2-8d 2-10d each end EXCEED 2110 OF,,l 0/6L EA•' .• W I ; openings.LVL headers to have(3)jack studs and(2)full length studs on each side of Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d eanh block - openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall 7).Ail joists to be supported with hangers and anchors.Each Joist shag also be anchored LedgerSfip t0 Beam(Face-(tailed) 3-16d 4-16d each joist i openings between 4'1 and 6'0 and 2x6 wall openings between5'11 and n.Provide fine to glyde% and blocking where applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per just ` 5).All flush beamsAneaders to installed with heavy duty gatvinized 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-nalled) 2-16d(1) 3.16d (1) per flat 6).Double up floor joists cruder walls that run parallel to the floor joist and under bathtubs. 1).Ail water supply,drainage and venting to be Installed as per N.Y.S.Residential ROOF SHEATHING _ Floors to have ceramic file Installed shall be verified for proper load capacity urns noted Construction Code. Structure{Panels(See Notes 4,5 and 6) on plans. 2).Verify septic syste wie Engineer for Suffolk County Health Department approval. intenorZone 8d 10d 6"edge/12"field mth th 7).Provide blocking/bridging In floor Joists at 8'0 o.c..Use wild blocking In fluor joists Perimeter Ed Zone 8d 10d 6''edge/6"field under all bearing walls. 3} 6walt studs,Plates or joists are cut curt during Instigation for any plumbing related work, 8d 10d 6' edge/6'field ! provide adequate bracing and plates to protect and secure the structure.Verify with the Gable End Rake with up to 1'Rake Overhang I 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hoe she and spacing permitted. needed. HVAC SYSTEM NOTES CEILING SHEATHING i 9).Unless otherwise noted,all roofs and walls to have a minimum 10 thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safely Gypsum Wallboard I 5d coolers 5d coolers 7'edge/10"field CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. WALL SHEATHING 10).Unless otherwise noted use 314"W T&G PTS Fir orAdvantech plywood subfioor 2} HVAC suubcoritracbo•Is to fully coordinate all system data and requirements with the StNCtural Panels(See Notes 1,2,and 3) 8d 10d 6'edge/12'field adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subfloor as per m:xnu(adure'a instructions. _ - 11 .All bathroom wens to nave 112'thick rnotsture-resistant sheetrodk.Garage wails aril 3).HVAC subconhak�Ot'to provide Ind system layout drawl�ig and submit it to the General 5d coolers 5d CODfets 7"edge!10'field t ceilings and over furnace to have 5W thick type-x sheet►ock.AN oter parts of building ContrecOr and owner for final review arch approval. URI Wallboard i to have regular 117 sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: FLUOR SHEATHING i 12).All roof with a pitch less than 4:12 shag be Installed with an Ice&Water battier or 1 j.Ail electrical to be Installed as per N.Y.S.Residential C instruc lion Code. Structural Panels ` 6"edge/12"field approved equal.Flat roots shag be applied with a Fiberglas base sheet with an EPDM 1'or less 8d 10d torch down type material cover. 2).Ail ekictricat work shall be approved by a qualified Underwrlter. u 13).All sill plates and wood in contact with concrete to be pressure treated.$91 plates to 3).InsWil Smoke detectors and Carbon Monoxide detectors throughout as per section R317, - (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Attemate nailing schedules shall be Installed with a foam sill gasket and cop-r4ex termite shield or approved equal, of N.Y.S.Residential Construction Code. be used where wall sheathing nailing Is reduced. For example,if wag wing is nailed 3 inches on-center at die panel edge �\ to obtain higher shear capacities,(tailing requirements for structural members shall to doubled,or altemate connectors shall ; be used to maintain load path. g the four foot edge zone attachment requirements shall be used. ' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2}For wall sheathing within 4 feet of the corners, (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter lee Barrier c Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot hk Load Speed Depth Design Underlaymen perimeter zone attachment requirements shall be used. Temp. Required (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49,For Moderate d framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. 25 psi 140 mph B Severe ' 36 in. Slight#a 15 F Yes , to Heavy Moderate (6)For wind speeds greater than 130 mph,blocking Is required which transfers shear load to two additional rafters(3 rafters in �,�I>o ` � " .. j I totaD. # .: t7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. P ' 0 t " WIND RESISTANT CONSTRUCTION CONNEC.TQRS CONSTRUCTION DETAILS & WIND LOAD PATH. CONNECTION DETAILS CONNECTION LOCATION ART NUMBER OTES DECK 8c PORCH CONS . 4x4 POST TO F LT 6x6 POST TO FOOTINGHOR P W6 AU w IN 1 7" ANCHOR 9CLT 44 POST TO GIRO R HEADER P 44 PBSE44 44JSE ONETYPE OR EACH POST 6x6 'POST TO GIRDER HEADER PBS66, I PBSE66 KC66 USE ONE TYPE FOR EACH PST . RAFTER R STENGER CONNECTION TM 0 OR MPAt USE _QN EACH STRINQERcu- -6 .N A RJ015T TO HEADER TYQOW EACH F SE ON EACH RAFTER. M.PA1 USE ONLY AFTER TO LEDGER BOARD TMU26 OR MPA1 RCAN NOT BE USED RAFTE LEDGER USE THE FOLLOWING OR APPROVED U9 METAL CONNECTORS FOR PROPER MIND RESISTANT CONSTRUCTION- FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE HEADER . Table 8_i Na"Sft"(Wood Framed W*n d m tr eat 2015,PVW 140 and 1q RAFTER Nwriwof Wmbwd ,per COMM We BcxN NaM ROOF NNUNG RdbrbToppylls(Toe-rWed) 3-8d 1-ed pwww 3-8d 3-8d wim TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION CAVjo btbyopl'�(TOO°t'�1 Ceaq Jdat b p»IrdM Raft face-ne14 5-"d 6-16d 'each lop Ceav Jobt t sm Ompartlione(Face 4wied) 5-16d 5.16d each bp �,• Cdw T)e b Ralbr(To I 10d 2 40d perw Bbdalgto Radar(Too ndbQ 2-Sd 2-100 >eedtand STAIR TR E A RIM Bead b Rrl�14r 2-lea s-yea each GIRDER/HEADS - w�' N° W RIM BOAR Top Plete 10 Tap Pleb(Face1 2-10d(l) 2-16d(1) 'per bat i P 0 S T Top Pb16ae a 011oe41e1e411 4-16d 5-l6d ,joints-aedt alds Si ndb Silurl.Tom-+ 2-1W 2.160 WAA POST/COL U M o o STR I N G E ll.ad.rb Hasdar�aa 16d 16a 1e'ac«torp.agee : ' slow RIM/DECK. J 01 0 Top or Bottom lMe b SW(End W14 3-16d 2-.400 perabd 0 STRINGER TO DECK/PORCH CONNECTION : CTION ' ""' Bolbaom Plat b PoorJoK Bard Joint,Erd joWiw Bbdit(Faoe•Nribdy 2-18d(1,2) 2.1W(1.4 perf* POST TO DECK/PORCH CONNECTION FLOQRFiiAfKi ' Jcwb S11,top Pbe ortitdw(Toe<reled) 4-8d •4-'l0d Perim Br AI b Jdd(Toe-r ahm 2-8d 2.10d eech'ertd Btoddrq to Jobt(Toe`fteMed) • ' 2-8d 2-100 each ad, Att • . Bboddrtg to SB OrTop Place(roe`neted) 3-16d 4.16d udt bbdc a Ledger Strip to Seam(Fao►rWI4 3-10d 4.idd sech)ok Jobdon t adget b Beam(Tooiid d) skid 3-18d 4-16d . GIRDER/HEADS o rtd Bs�jam b Top �ae-ne8ed) 2-16a(1) S-10d M. �w 4"- � ° GIRDER/HEAD E ROOF SHEA 11iM Mt POST/GO LU M ° JO C S Sttuctltral ftwft(See Nolee 4,6arrd 6) ° ' paftw��mwwzDrw 8d io°dd POST/C O L UM Gable End Rdo whh up b t'Rake tJmtwj 6d 10d GIRDER/HEADS ���THM Gypam Yval6oerd 5d coders ad coders redpe 1"1r ow 1 WALL SHEATHING .Nib shwas!PatewSee Nobs 1,2,and 3) 6d 10d, ;- r edger 1r bid Uj GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEAQ R CONNECTIO 5d.000br4 -sdw*m redgerl0'iieid ' Ylhllbora ' FLOOR SHEATHING .sbc kw Panes :' •`' 1'oriecrs 8d 10d !f'stigerl2'ield ; , (1) �aro based on waft atteetlting rterlad e•on•aartlerat be pertetedge..A�ebs Inalcrtg adtedrrleeshsl - � •' 'i be creed where wd shealhtrtg rift le mducei Forecample,lwd Irhanf KYg b nded 3 ktrdtbsort-0errbretthe pww Wp ; b obtdn hlplwtatrear•capedbee,nu ilg mq*w mb for dut aal members shell be doubled,ordIon ab ominec xs shalt i I R R be used lb mWnWn load path. I G D E M For"aheett*g wllitirt 4leag of comers,tt Ure e tur WOp torte attic nwd m**wwb to used. i • ' P 0 S T M Tab iabd 12 ttctl*A nd spe tp mum wd rlh ad*q shed b slud lgnhp mmtberswith w<t3 A. (4) For roof dwettdrg wltttr 41Wof the patmdwe*dine rod,Includrq 4 fed on arch sidsofft rodpwk,tha4 W WOOD JOI poWft zorwattad,mentteqummentsahetlbeneed. (5)Tdxftd 12 t,dt o G nd spe drp sesrmaeof ro dtedIII attached b WW1t=t wft rrrert6n wM G44e.For .., ° , ftw t0 marlb nVA<0.4VW.Q,the nd speclW iRtt>8 W mduced to 6 kdmo a. CONCRETE PIE ": "- 12%12'x12" CONCRETE FOOT "A"" a" GIRDER/HEAD . " (6)Fort�ltrtd apwwds greelerthrat 130 nrpFt,biocktlQ is requtad tlydlkh.trlllrara aherla Wad b tweo sddlartei r�db�ari(3 retbrlr tt � l V 1 v " i . Y" `" - ` WOOD J 01 S-T-- (Tj Faratderbrl>4rrd aidrq.pelvadrad l>aac.rrrlds an1aIl be penrrllba io besue lrrbd broxtrrrtort netl� a v" t"v` - • "• >" "� POST TO FOOTING CONNECTION � DECK AND COVERED PORCH NOTES • t►11 U*n osMrNN. 44 d rnmUa m +m dwd to be e!AM pn baled kffrbw. JOIST FRAMING FLUSH WITH GI RD£RHEADER �rrar+a«+a+or.bbe�l+r�norwr+rw+Iwr. GIRDER TO CONCRETE PIER CONNECTION GbtlMa�ord°r`=%Wbg- Mrd sWIhPrO«a'aata°N`w MLAI '�"'sa . on aona.le piers ehoM be aMiiorer wia►p+npa erni a>nr+eobne aiar+oMd . CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA k*mm P,,I w1'aiwkib w"1/?dix-rro 411dM b0RW*W'W wWn W 31 Poele x orlp akAae etas be a the to a iMr-xW eft con m i boerp Ground Snow Wnd Selernlc Wbatwflng Frost Une Termite Decay VV[ntar Banter Flood Heza[da Uses mkbxa!m Vr d1e xr b V e o a ba wo w w ad m&F:ooeipsehl Load Speed Depth Design r>rer*ment be 3 A bbw grade.Gkden vA more etw h re rr drs aonor.r.piers s'berowbeade_ Tern . 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