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HomeMy WebLinkAboutJOIST LAYOUT - 17-00494 - 136 Charles Place - SFRSCALE:JOB:DRAWN:DATE:SHEET:OF NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD3660 Gateway Street, Springfield, Oregon 97477 Phone: 800-347-7260 Fax: 541-679-2612 PRODUCT PLACEMENT DRAWING by K & R Design, LLC Structural and dimensional checks shall be made by the architect or engineer of record to assure accuracy of product selection and capability . The purchaser is to check and approve all dimensions, quanitities, loads and details care fully. No liability is assumed by the drafting serv ice. R o s e b u r g F o r e s t P r o d u c t s D i s c l a i m e r : Th i s d r a w i n g d o c u m e n t w a s c r e a t e d u s i n g i n f o r m a t i o n provided by o t h e r s . I t i s t h e r e s p o n s i b i l i t y o f o t h e r s t o i nsure the accuracy, co n t e n t , s t r u c t u r a l c a p a b i l i t y o f t h e m a t e r i a l s a n d to obtain the ap p r o v a l s n e c e s s a r y f o r t h e u s e o f t h e p r o d u c t s i n d icated. Ro s e b u r g a s s u m e s n o l i a b i l i t y f o r t h e p r e p a r a t i o n o r a c c u r a cy of the dr a w i n g d o c u m e n t . 1. P l e a s e s e e i n s t a l l a t i o n g u i d e f o r i n s t a l l a t i o n d etails. 2. A l l i n t e r i o r w a l l s s h o w n o n p l a n a r e b e a r i n g . 3. I n t e r i o r n o n - b e a r i n g w a l l s a r e o m i t t e d o r d a s h e d . 4. A n y d e v i a t i o n s f r o m t h i s d e s i g n m a y p o s s i b l y a l t er en g i n e e r i n g s p e c i f i c a t i o n s . LI V E L O A D 40 # P S F DE A D L O A D 15 # P S F TO T A L L O A D 55 # P S F D E S I G N L O A D S 1RFP 17-087 1/4"8-29-17K&R Design for First Floor Framing1Richardson Res.Rexburg, ID Sunroc Bld Mtls R F P I J o i s t P l a c e m e n t D i a g r a m Roseburg Forest Products Engineered Wood Products Code Report Index:ICC ESR-1251 I-Jois ts ICC ESR-1210 LVL & LV L Rim City of Los Angeles RR25439 I-joists City of Los Angeles RR25680 LVL California DSA PA 131 I-Joists California DSA PA 136 LVL California DSA AC 23-1 I-Joists PR-L259 (RFPI Joists)PR-L289 (RigidLam LVL)PR-L270 (RigidLam Studs)CCMC 13323-R (Canada) I-Joists CCMC 13310-R (Canada) LVLWeb Stiffeners:Web stiffeners shall be used for hardware connections where needed. See Simpson Strong-tie or USP Connector Manual for additional details. See Roseburg Forest Products Design Guide for additional information relating to Web Stiffeners. Su b j e c t t o r e v i e w b y e n g i n e e r o f r e c o r d This i-joist placement diagram is to suppliment the architectural and structural drawings for this project, it is not intended to replace those documents. Refer to all plans and de tails when constructing this project.Drafting service has created this i-joist placement diagram from architectural and structural drawings supplied by o thers. Verify design and product selection with architect or engineer of rec ord. No liability for errors, omissions or engineering. We are not engin eers and are not responsible for the design of this project. Ri c h a r d s o n R e s i d e n c e Ma i n f l o o r s y s t e m Jo i s t s s p a c e d 1 6 " O C Pl a c e m e n t D i a g r a m BL 1 R1 R1 R1 R1 R1 R1 R1 R1 R1R1 R1 R1 R1 B1 9 - J 1 8 - J 7 1 1 - J 5 3 - J 6 5 - J 3 4 - J 4 4 - J 4 3 - J 2 H1 B2 Richardson Residence Tuesday, August 29, 2017 Main floor system Job # RFP 17-087 Joists spaced 16" OC Plan date: none shown Place joists to allow plumbing penetrations CMC Drafting Verify design PH: 208-716-0094 Mark M a t e r i a l W i d t h D e p t h Q u a n t i t y C u t L e n g t h T o t a l L e n g t h Blocking BL1 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 1 1 8 ' 1 8 ' Subtotal 18' Hangers Supports H1 S i m p s o n I T S 2 . 0 6 / 1 1 . 8 8 2 2 1 1 . 8 8 R F P I 4 0 0 Joists J1 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 9 3 0 ' 2 7 0 ' J2 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 3 1 8 ' 5 4 ' J3 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 5 1 7 ' 8 5 ' J4 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 8 1 6 ' 1 2 8 ' J5 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 1 1 1 4 ' 1 5 4 ' J6 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 3 1 3 ' 3 9 ' J7 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 8 1 0 ' 8 0 ' Subtotal 810' LVLs B1 4-Ply 2.0E RigidLam 1 3/4 1 1 7 / 8 4 1 6 ' 6 4 ' B2 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 5 ' 5 ' Subtotal 6 9 ' RIMs R1 R i m b o a r d 1 1 / 8 1 1 7 / 8 1 1 8 0 ' 1 8 0 ' Subtotal 1 8 0 '