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Home My WebLink About50151-Z Additional Certification Framing Notes: Condon Engineering, P.C. APPROVED AS NOTED May Be Required. The contractor is to verify all measurements in the field and any discrepancies are to 1755 Sigsbee Road DATEd—�'aZ - P.Br be brought to the attention of the Engineer prior to construction. M attltU CK, NY 11952 . # Sn�s J Wood Framing FEE BY: 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: NOTIFY BUILDING DEPARTMENT AT psi 631-765-1802 8AM TO 4PM FOR THE Fv= 95 psis FOLLn1Af'"iG INSPECTIONS: Fc perp=625 psi E=1,600,000 psi 1. Ft ', TIPK-)REQUIRED 2. All Parallam(PSL)Lumber is to have the following minimum specifications: r'(-\ CRETE 2. Fic'106 IAIV,Ni-1 &PLl,i'::1 1731 NG EXISTING HOUSE Fb=2900 psi I_ Fv=290 psi V IlNbULA. --JN Fc perp=750 psi Z E=2,000,000 psi 4. FINAL-CONSTRUCTION MUST ~ 0) BE COMPLETE FOR C.O. 3. All Microllam(LVL)Lumber is to have the following minimum specifications: O M ALL CONSTRUCTION SHALL MEET THE Fbv=285 psi sr O Z REQUIREMENTS OF THE CODES OF NEW Fc perp=750 psi LL } E=1,900,000 psi 0 p J Z 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the J D I N O N R T following minimum specifications: j Q Z 0 Fb=3,000 psi Q Fv=300 psi , / O ! Fc perp=805 psi s Q E=2,100,000 psi 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be WVC = C nailed/bolted in accordance with the manufacturer's specifications. Q z O i ! j ! i 6. All TJls are to be installed in accordance with the manufacturers specifications and U-1 cc) Q shall include squash blocking and web stiffeners at bearing points on girders and Y N W I ; other load bearing areas. CVLU 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless 7 ! steel.Designated connectors,strap etc.on these drawings are made by Simpson L ! ! r I unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in PROPOSALDECK EXISTING 'DECK; accordance with the manufacturers specifications. 8. All floor sheathing is to be zz inch AC type plywood,tongue and groove,with an „ ! I i APA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor ! joists(6"O.C.edges and 12"O.C. field ! I i ! l j 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be - - i, nailed with 10d common nails 6"O.C.edges and 12"O.C.field. i 10.Solid blocking is to be installed every 8'max or mid span of all floor joists withed� - Ij I ' -------- i spans exceeding 8' f; 11.Double joists are to be installed below parallel walls. 'rsy✓�'�` - .- 12.Blocking is to be installed at all point load bearing points. 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. ' awn Y'. 14.AII bolts nuts and washers are to be hot dipped galvanized. riff. 5116M8a Steel Notes .f ' All steel is to be ASTM Specification A-992-50 >- w All Tube Steel ASTM A500-GR-46 All bolted connections are to be made with A-325 bolts. DATE: JUN. 27, 2019 All welded connections are to be done by a certified welder and conform to AWS and AISC standards. REVISIONS: PROPOSED DECK PLAN All weld joints are to useelectrodes. Steel is to be cleaned andd shop shop prime with one coat TNEMEC 37-77 W Chem- Prime at 2.0-3.0 MDF. ' y"web stiffeners are to be installed at all point load bearing points and over all column supports. All columns are to be bolted to steel girders with&bolls and to wood girders with Y"lag bolts. ' All girder splices are to be made above columns. SCALE:y" = 1'-0'r DWG. NO. 300.01 Foundation Notes: Condon Engineering, P.C. 1755 Sigsbee Road The contractor is to verify all measurements in the field and any Mattituck, NY 11952 discrepancies are to be brought to the Engineer prior to construction. 1 -All concrete 4,000 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a minimum of 3'below y EXISTING HOUSE grade unless indicated otherwise. 4-All snap off form ties are to be removed and remaining Z openings are to be sealed/grouted. CY) 5-The foundation contractor shall coordinate with the plumbing O and electrical contractors relative to installation of sleeves andO W other penetrations prior to pouring concrete. Z } I l 2 2"x 12"MCQtlLEDGER BOARD 6-Install isolation joints along foundation walls and at column and - ¢ Z ( ) W/5"0 GALV.BOLTS s.. iii other floor penetrations. Z Q 0 Z a BOLT W/g 0 GALV.BOLTS Z O I,i i 16"O.C.STAGGERED i 16"O.C.STAGGERED Q 7-Installed contraction joints in the cellar floor slab every 18' O Q W iii XISTING DECK FOOTINGS minimum. U U tZ Q of P 8-Foundation excavation is not to be back filled prior to the W 2 installation of the floor framing. C7 Eu Z O U) I:!:w It T—(2)-2F—x1 2"MCQ LEDGER BOARD 9-Backfill along foundation walls is to be clean material and is to W 00 Q C7 ; W/8"0 GALV.BOLTS I /I„,� I be mechanically compacted in 6"lifts to 95%of maximum dry Y N W II I2IC' U' 16"O.C.STAGGERED \� '�i/ EXISTING DECK density. Z w 10-Follow cold weather concrete treatment relative to add mixtures in accordance with ACI 212.3R.Use Air-Entrainin N 2"x 8"MCQ D.J. 2"x 8"MCQ D.J. "' admixtures per ASTM C260,AASHTO M154 or Water Reducing , N @ 16"O.C. N @ 16"O.C. I and Set-Controlling Admixtures per ASTM C494,AASHTO M 194 X li i i only.Do not use Calcium Chloride or other corrosive type ,;•�u„ N, �I admixtures Ilii iILI �'Pop \(2)2"x 12"MCQ DECK GIRDER/ IK2)2"x 12"MCQ DECK GIRDEF2 10"SONOTUBE6A ON 24"DIA.x 12"DEEP ` BIG FOOT P.C.FOOTING $ (TYPICAL) DATE: JUN. 27, 2019 REVISIONS: PROPOSED FOUNDATION PLAN SCALE:4' DWG. NO. 300.02 NAILING SCHEDULE(WOOD FRAME CONSTRUCTIONMANUAL 2015,PAGES 149AND 193 Condon Engineering P.C. 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Jmstt° :sl(En Naled) 3.166 perpN I —1 i '—' t�- BaM bislto&I w Top Plate Nal ed) 2-166 pwrmof O r 16"O.C.STAGGERED �_-,.I--.-_ ;. I Z LL Z ji I u Hoot Sheathing QA Z IiBOW SneeVtng 3'FAge 4'Feld .--� o _ 10"SONOTUBE 1Y6•w15® tad —upp. Q Z i p N 24"DIA.x 12"DEEP 110°'W0" Sad P°ts Z BIG FOOT P.C. FOOTING maingbrisarning Q G,pmmwalM=rd 6d orders 7'Edgell6'FcIO /Y�� Q ^ Q p`•:^ MJ15heatning V V LTL Slm'i Panes Bid 3'Edgeld'Fem Rbwomerd Pawk W U) 711V 6tl 3Edge Feld ' 6' /A .. 25W Bid 3'Edge 6•Feld Q q LLI co GypWallboaN Sdmders 7'Edgell8'Field Y N ui "mI Hami Bid 6'Edga/17 Feb Padidebmad Panels Bid 6•Edge/12'Fed Lu Dogarai BurdSreaWrg Z tYfi•w1Y8' tad pwsuppal tk18'wwder Sad persuppM 1-100r6i mg Stna:WraiPanels 1'w Im 3•Edge/4'Reli gmamrihan l' tOd 3'Edgeld'fidtl Dego —S-hng 1]Gw116' jzad I persuppoM1 Iya'wwder Im persmi „1- 9 EXTERIOR SIDING a LASHING 51684 �—DECKING " k1tvv. . DATE: JUN. 27, 2019 REVISIONS: SECTION PLAN FLASHING DETAIL SCALE:4' = 1'-0" DWG. NO. 300.03