1020 39TH ST 2021 Plans 2026-01-06

THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE International Existing Building Code IEBC(2018) STRUCTURALLOADS FLOOR LIVE LOADS: Typical floor live load=40psf EE DESIGN ROOF SNOW LOADS: Roof snow load,Pr=25psf z z m FOUNDATIONS FIELD VERIFY SOLID °� o Maximum soil pressure 1500 pat(assumed). New exterior footings shall bear V-0"(minimum)below finish BLOCKING AT ROOF rc o grade.All footings to bear on firm undisturbed earth below organic,surface soils and shall be lowered if suitable BEARING WALL LINE ABOVE soil is not found at elevations shown on drawings. Backfill to be thoroughly compacted per Specifications. W c m Provide 2#5(minimum)continuous bottom of all walls and footings. < `� ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified,use"Simpson Strong Bolt II"(reference ICC Report ER-3037.) I I I I I I I I I I 1 N Where epoxy anchors are specified,use"Simpson AT-XP"adhesive(reference ICC Report ER-263). Use ASTM 0 1 1 1 1 1 1 1 1 1 A36 threaded rod,unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing �11 -111� water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars UTILITY ROOM __ -—_—_— —_ —- ___ _______ m to install anchors. Defective holes shall be filled solid with epoxy. I I (E)s'kI G°(�LULAM 6EA�A 1 a For any substitutions to the above,the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved allowable shear and tension values. J� MAIN MOOR JOISTS b PLYWOOD/OSB I I ® O a Plywood/OSB roof,floor and wall sheathing to be APA rated C-D Exposure 1 per APA"Plywood Design I I ® I m h Specification"(Y510),unless noted otherwise. Maximum nail spacing shall be as follows: 6"o.c.at all supported panel edges, and 12"o.c. at intermediate supports. Nails shall be as follows: 8d common for 1/2"roof o I " I 0 •AL sheathing,10d common for 3/4'T&G floor sheathing,and 8d for 7/16"wall sheathing. Stagger end laps at roof "— -—-_—- —'—-—- and floor sheathing. All panel edges to be blocked at shear walls. Support shall be supplied to all plywood g I I (E)5'1 I G' ULAM BEA U edges with plyclips, blocking, tongue and groove plywood joints or other approved methods per APA �" I.�� UTILITY — recommendation. Plyclips are not allowed for floor sheathing. IT ROOM M.IN(FIL 11`9II TIMBER ? b N Structural timber and lumber to be stress grade Hem-Fir or Douglas fir as follows: In0 I I b i i a q USE SPECIES GRADE Fb `3 I I rn O CARPORT In Z 4 x beams Douglas Fir No.2 900 psi o f 6 x beams Douglas Fir No.2 1150 psi AP Exterior&bearing wall studs Hem-Fir No. 750 psi ® ----- — —' - ----'---- --' t�L Roof joists,floorjoists Hem-Fir No. 750 psi (E)s•xI G" ILULAM BEA�.n P ° I I CRAWL SPACE 1 (E7 2-3/4'-DIAM.STEEL OF(5 j O Interior studs at non-bearing walls Hem-Fir Standard 550 psi I I TOTAL of(s) All other lumber Hem-Fir Standard/Better --- x m I)zxa w I GI« V OJ 5 MNNLOOK Jo19r5 b tL Wood and wood based materials used in contact with soil,concrete or masonry,installed within V of concrete or o m masonry,or exposed to moisture either interior or exterior,shall be treated with an approved preservative per the o p I N "Preservative Treatment"section below. Solid blocking of not less than 2"nominal thickness shall be provided ____ _ __LI____ = TYp ' I p at ends and at all supports of joists and rafters. Between supports provide blocking or bridging at 8'-0"o.c. A 5-1 a _ All new sill plates to be 2x_preservative treated Hem-Fir#2,u.n.o.on the plans. Sill plates shall haves moisture F I� m ® _—_—_ _--_ --_—'___:_:__ --__:_: content of not greater than 19%before being covered with insulation,interior wall finish,floor covering or other N I I m re>s°x 1 G. LULAM BEA n� material. i0 o ILJ WOOD CONNECTORS ®� i i m w g bIN FLOOR�O�TS U Anchor bolts at foundaton sill plates shall be field verified.At existing concrete stem walls,use 5/8"diameter by 6"long Simpson"Titan-HD"screw anchors. Minimum spacing of bolts shall be 60"o.c.. - g ✓� to O Use galvanized 3"x 3"x 1/4"plate washers at all exterior wall sill bolts.Locate edge of washers 1/2"max from T W interior edge of wall sheathing Provide a minimum of two bolts each piece.Provide one bolt at end of each (n ~ piece,not less than 6"and not more than 12"from the end. N -_-_ -------- ------ Nails shall conform to requirements of ASTM F 1667 and have a minimum bending strength of 90 ksi for shank - — -- — ---'---"—" ------" m I— diameters between.142"and.177". All wood-to-wood nailing shall be per IRC Table R602.3(1),uno.Where plans or I I (E>s'k I G•GLULA EAM � o details specify 8d,10d or 16d nails,they shall have the following properties: I I 515TER DBL JOISTS AT lJJ o Of FIELD VERIFY SOLID NON-BRG PARTITION ABOVE: LU 8d=0.131"dia x 2-1/2" I I ® BLOCKING AT ROOF DBL 2xb (Pa NON-eEARING GL05ET WALL ABOVE Q 10d=0.148"dia x 3" - BEARING VqALL LINE ABOVE m 16d=0.162"dia x 3-1/2" ADD NEW BEAMS AT ROOF (E)ROOF BE4RIW9 All substitutions shall have the written approval of the engineer of record prior to use. BEARING WALL LINE ABOVE: WALL LINE ABOVE DBL 1-3/4'VT-1/4"1.qE-LVL Light gauge metal framing connectors and their required fasteners shall be"Strong-Tie'by Simpson Company, or approved equal. All fasteners and connectors in contact with preservative treated wood shall be hot-dipped galvanized steel with c 19-5' a G185 specification or type 304&316 stainless steel. Type 304 and 316 stainless steel should be used for all connectors and fasteners in contact with AZCA treated wood and some variations of ACQ treated woods. Hot-dipped galvanized steel should never come in contact with stainless steel. (B)FLOOR FRAMINGILJ 02/ U SCOPE OF STRUCTURAL ENGINEERING SERVICES NEN DBL-LVL FLOOR 515TERFO 2x5 21 The Structural Engineer has performed the structural design and prepared the structural working drawings for BEAM PER PLAN FLR JOIST PtR PLAANN J this project. The construction must be performed in strict accordance with the structural drawings.Any deviation U from the drawings must be approved in writing by the Structural Engineer. Errors and/or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately.Omissions from the MAIN FLOOR F RAM I N G PLAN - STRUCTURAL UPGRADES drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to A FLOOR FRAMING SECTION q carry out the intent of the drawings and specifications,or which are customarily performed,shall not relieve the 1 14" — I'_0" SCALE: 3/4' I'-0" W Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be 6B W performed as if fully and correctly set forth and described in the drawings and specifications. ILJ LU Architectural drawings are the prime contract drawings. Structural drawings shall be used in conjunction with LLI J Architectural drawings. Primary structural elements are dimensioned on the Structural plans and details. The (N)yr Gwa (N)R-Is BATr Ne—TION O Q General Contractor shall verify and coordinate dimensions among all drawings.Any discrepancies, AT(e)exre_-- �I m g contradictions,or omissions shall be reported to the Architect for resolution prior to proceeding with work or 0 fabrication of the item(s)in question.Field measurements and the verification of field dimensions are not part of (q 2z4 SILL PL1Te TO REMAIN s 6 (E)2x4 WALL STUDS j Q 77 ^ ry N the Structural Engineer's responsibility. The Contractor must check all(assumed)existing conditions shown on (N)FINIsFED PLOORING V these drawings for accuracy and notify the Structural Engineer of any discrepancies. (n P"wr000 TO REMAN I The Structural Engineer is responsible for the design of the primary structural system, except for any (,y/yA\y//�\Wy/,�\y/,�\may// �1 components noted above. Responsibility for any secondary structural and non-structural systems not shown on (o rwoRJDIBrs �Mh� PROVIDE(N7 R-9D IN5UTATION BTW(E)FLOOR JOISTS the structural plans rests with someone other than the Structural Engineer.The structure shown on these DATE: drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to 1 stabilize the building during construction.The Structural Engineer is not responsible for,and will not have control (e1 FLOOR BEAMS .{ 3/12/2022 of,construction means,methods,techniques,sequences or procedures,or for safety precautions and programs in connection with the construction work,nor will he be responsible for the Contractor's failure to carry out the PROVIDe(N)5/B•_off-C"GWB �1 SHEET 51ZE: construction work in accordance with the contract documents. AT(n cuwoRr ce1uNG WRAP(E)BEPMS IN(NI B/B•TPE-x°GWB I GENERAL INSPECTIONS-WOOD FRAMING CONSTRUCTION CITY OF EVERETT �I 24"x 30 ELEMENT: Plywood roof and floor decking nailing REVIEWED FOR PERMIT �I PERIOD: Building Inspector shall inspect per IBC 110 and local AHJ requirements. (I DRAWING: ELEMENT: Bolts and lag screws n CARPORT CEILING UPGRADE DETAIL PERIOD: Building Inspector shall inspect per IBC 110 and local AHJ requirements. Qj I 3�4,I — I III S-1 I