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Home My WebLink AboutS000.4YWOOD DECKWG PER PLAN 6 T&G PER ARCH. ROUGH SAWN CEDAR PER PLAN a3/8x0'-6" (LLV) W/(2)— 3/4" THRU BOLTS PER PLAN YWOOD DECKING PER PLpN 2x6 T&G PER ARCH. —Bx4 ROUGH SAWN CEDAR PER PLAN TYP. CAP PL1�4" TYP. (LLV) W�(2)— 3�4�� THRU BOLTS SECTION 2 S2� J�T/HSS. EL. � PER ARCH. I 16GA CLIP ANGLE EXIST. BM PER PLAN EXIST. JST. BRG. EL � PER PLAN (V.IF.) 3/8 SFC'TION 5 RELEA5E0 FOR CONSTRIICTI�N S20 Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel � �un��\i lo•rvalM��_ DATE: 08�� 3�20 F PL PER 4/5201 BM. PER PLAN PER PLAN (LLV) W/(2)— 3/4" THRU BOLTS ROOF DECK PER PLAN �4 BRACE PER PLAN CONTRACTOR NOTE: ALL EXISPNG CONDIPONS BLOCKING ARE TO BE FIELD VERIFIED PRIOR TO FABftICATION OR S PER ARCH. CONSTRUCTION. SECTION 3 S20 PLYWOOD ) PER ARCH. 16GA CLIP ANGLE EXIST. BM PER PLAN E%IST. JST. BRG. EL. PER PLAN (V.IF.) 3,4• cAP /4 BRACE ROOF DECK PER PLAN JST. PER PLAN JST. PER PLAN PER PLAN H55 PER TYPICAL PLYWOOD ROOF NAILING PATTERN �.B/HSS EL. � PER ARCH. GL4SS PER ARCH v ix6x3/8x1'-0" CONTRACTOR NOTE: ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED � PRIOR TO FABRICAPON OR CONSTRUCTION. BLOCKING SECTION 6 S20 P�rw000 Ptywood panels shall be detailed, fabricated and installed in conformance with the requirements of the latest Plywood Design Specifications by the American Plywood Association (APA). Plywood panels shall be identitied with the appropriate trademark of the APA and shall meet the requirements of the latest edition of the U.S. Product Standard PS 1 for Construction and Industrial Plywood. Panel span rating shall meet or exceed truss or joist spacing shown on plan. Floor and roof panels shall be APA Structural I Roted Sheathing installed with the long dimension (face grain) ocross the supports with the panels continuous over 2 or more spans. Stagger panel end joints End joints shall only occur over a support. Unless recommended otherwise by the panel manufocturer, provide a 1/8" gap between panel ends and edges. Roof panel edges shall be tongue and groove or supported on 2" nominal lumber blocking installed between joists and are to be fostened acwrding to attachment detail on plan. Floor and wall panels are to be fastened with 8d nails at 6" centers along panel edges and 12" centers at 'mtermediate supports. LUMBER Structural lumber shall be detailed, fabricated and erected in accordonce with the requirements of the latest editions of the Timber Construction Manual by the American Institute of Timber Construction and the Nat'onal Des'an Soecification for Wood Construction by the National Forest Products Association. Structural Wmber shall meet the following minimum requirements: Grode: Visually graded No. 1 Southem Pine (or approved equal), kiln dried, maximum moisture content of 157,. Design values shall meet the following minimum requirements: Wmber Size Fb (psi) Fc (psi) Ft (psi) E (psi) (Parallel to Grain) (Parallel to Grain) (Mod of Elasticity) 2x4 1,500 1,650 2x6 1,350 1,550 2x8 1,250 1,500 2x10 1,050 1,450 2x12 1,000 1,400 1,000 1,600,000 875 1,600,000 800 1,600,000 700 1,600,000 650 1,600,000 Blocking lumber (norstress reloted) sholl be No. 2 Southem Pine, surfoce dry, moximum moisture content 197,. Design values shall meet the following minimum requirements: Fb (psi) Po (psi) R (psi) E (psi) (Repetitive Use) (Parollel to Groin) (Porollel to Groin) (Mod of Elosticity) 1,500 1650 825 1,600,000 Bolts and lag screws shall conform to ASTM A307. Standard washers shall be used at boR head and wt ends. Nails and other wood fastenings shall conform to the latest edition ot the National Design Specification for Wood Construction by the National Forest Products Associotion. STRUCTURAL STEEL Detailing, fabrication and erection ot structural steel shall be in contormance with the AISC Specification for Structural Steel Buildings, latest edition with amendments, and the AISC Code of Standard Practice for Steel Buildings ond Bridges, latest edition with amendments. Rolled shapes shall conform to ASTM A992, Grade 50. Plates shall conform to ASTM A36. Tubing shall conform to ASTM A500, Grade B. Column anchor bolts shall conform to ASTM A36, unless noted otherwise. Rolled shapes and plates shall be shop—painted gray with a rust inhibiting primer, unless directed otherwise by the specification. Touch up all nicks and abrasions after erection is complete. Design connections not shown per the latest edition of the AISC Specitication and Manual of Steel Construction. Bdted connections shall be made with 3/4" diameter bdts, contorming to ASTM A325, tightened to the snug tight condition, unless noted otherwise. Bolted connections in wind brace elements shall be tightened using the tum—af—nut method. Connections shall conform to the Specificotion for Structural Joints Using ASTM A325 or A490 Bolts, approved by the Reseorch Council on Structurol Connectlans of the Engineering Foundatlon. Welding of structural members shall be in conformance with the Americon Welding Societys (AWS) Structurol Welding Codes foc Steel AN51/AWS D7.1, Sheet Steel AN51/AWS D1.3 and Reinforcing Steel ANSI/AWS D1.4. Typical weldetl connections shall be made with E70%% electrodes. When ASTM A992 steel is used as a base metal, E70XX Low Hydrogen electrodes shall be used. Base material within 2" of any tield weld shall be free ot materials that would prevent proper welding or produce toxic tumes during welding operations. Splicing ot structural steel members is not permitted without prior approval of the Structural Engineer. SECTION � S20 wN� L.1_ � U � !_" �� U U� W °' �� (iS U 2 � � C U �° LV + �� 7 W � �r^ U VJ � CONSTRUCTION OOCUMENT$ s�1ne°IBi�p"Qa,��`,r'6Sa`coem . reissueo� 6.9.2020 ABCHITECT/ LANDSCAPE ARCHITECT: SITE ARCHITECTURE a«n;�n�� .iam,ti, �:n�nu�ro PgROJEQ CONTnCTi EED 13144 EAST�186TH LSTREET NOHLESVILLE IN. 46060 PHMN[Li'3]4.B'/20 STRUGTURAL ENGMEER: STRUCTIIRFL DESIGN. INC. PROJECT CONTRCTi CH2ARLES PS. SgC�H�AEUFIER gP.E NpH 3PA861�]3E� IN.T�6163 E-MAfL� MEP ENGINEER: THE ENGINEERING COLLABORATIVE PROJECT LONTACTi �I�p10 E�XqETpCLUTISVEI DRIVE, SUI PN��31J.636�3g41N. 46241 NL r Z WC C `W / Q I.L NaL Q � r -� � w aZ� � W 2 M � � � � + � Z YpN J O�aW � ~ N � m W � U ,o��,s P SCH '•,, ,,��V:a�urckci �9F,� : ;�P: NO. 'A= _ * i rE�oe�at�� ` * _ �q' s �� : SirQ M �� Inc. FRAMING DETAILS 8, NOTES S201 o�E=-��MOE=. SDI20-040