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HomeMy WebLinkAboutJOIST LAYOUT - 20-00202 - 1279 Stone Dr - New 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 carefully. No liability is assumed by the drafting service. 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 p r o v i d e d 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 n s u r e t h e a c c u r a c y , 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 t o o b t a i n t h e 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 i c a t e d . 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 c y 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 e t a i l s . 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 e r en g i n e e r i n g s p e c i f i c a t i o n s . 1RFP 20-066 1/4"3-22-20K&R Design for First Floor Framing1Wister RX0127 9 Idaho Sunpro R F P I J o i s t P l a c e m e n t P r e s e n t a t i o n Roseburg Forest Products Engineered Wood Products Code Report Index:ICC ESR-1251 I-Joists ICC ESR-1210 LVL & LVL 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 LI V E L O A D 4 0 # P S F DE A D L O A D 1 0 # P S F TO T A L L O A D 5 0 # P S F D E S I G N L O A D S Wi s t e r R X 0 1 2 7 9 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 p r e s e n t a t i o n Mi n i m a l d e s i g n a s r e q u e s t e d J7 J7 BL 1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 7- J 4 J3 6- J 6 9- J 1 3- J 2 J5 J5 B4 B1 B3 B2 This i-joist placement diagram is to supplement the architectural and structural drawings for this project, it is not intended to replace those documents. Refer to all plans and details when constructing this project.Drafting service has created this i-joist placement diagram from architectural and structural drawings supplied by others. Verify design and product selection with architect or engineer of record. No liability for errors, omissions or engineering. We are not engineers and are not responsible for the design of this project. De s i g n d i r e c t e d b y 3 r d p a r t y Ad j u s t j o i s t p l a c e m e n t t o a l l o w p e n e t r a t i o n s . In c l u d e d s p a n p r e s e n t a t i o n s h o w s c l e a r s p a n s At t a c h e d R o s e b u r g i n s t a l l a t i o n g u i d e to b e u s e d f o r s y s t e m i n s t a l l a t i o n . De f a u l t l o a d s - - v e r i f y a c t u a l De s i g n i s f o r g r a v i t y f l o o r l o a d s . R o o f & o t h e r l o a d s / r e a c t i o n s a r e n o t c o n s i d e r e d in t h i s d e s i g n . Wi s t e r R X 0 1 2 7 9 Sunday, March 22, 2020 Ma i n f l o o r s y s t e m Job # RFP 20-006 Jo i s t s s p a c e d 1 6 " O C Plan date: 6-11-10 Pl a c e j o i s t s t o a l l o w p e n e t r a t i o n s Jeff Maier Design Ve r i f y p r i o r t o b i d & c o n s t r u c t i o n Ph: 208.542.0440 Ma r k 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 Bl o c k i n g BL 1 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 1 12' 12' Subtotal 12' Jo i s t s J1 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 9 56' 504' J2 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 3 46' 138' J3 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 1 28' 28' J4 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 7 27' 189' J5 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 2 22' 44' J6 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 6 20' 120' J7 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 2 5' 10' Subtotal 1033' LV L s B1 3- P l y 2 . 0 E R i g i d L a m 1 3 / 4 7 1 / 4 3 5' 15' Subtotal 15' B2 2- P l y 2 . 0 E R i g i d L a m 1 3 / 4 9 1 / 4 2 7' 14' Subtotal 14' B3 2- P l y 2 . 0 E R i g i d L a m 1 3 / 4 9 1 / 2 2 7' 14' Subtotal 14' B4 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 6' 6' Subtotal 6' RI M s R1 R i m b o a r d 1 1 / 8 1 1 7 / 8 1 2 0 0 ' 200' Subtotal 200' 4x 8 - 3 / 4 " T & G O S B 45 1441 SF