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HomeMy WebLinkAboutPLANS 2 - 18-00557 - 1382 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 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 . 1RFP 18-127 1/4"7-6-18K&R Design for First Floor Framing1Lot 3 Sky Meadows 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 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 DE S I G N L O A D S Ve r i f y e v e r y t h i n g Pl a n s e t w e r e s t r u c t u r a l p a g e s o n y No d i m e n s i o n l i n e s - - d r a w i n g s c a l e d Lo t 3 S k y M e a d o w s Ma i n f l o o r s y s t e m Jo i s t s s p c e d 1 2 " & 1 6 " O C Sp a n d i a g r a m 1 f l a n g e c o n c e a l e d 1 f l a n g e c o n c e a l e 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. BL 1 B1 1 B1 1 8- J 4 4- J 3 4- J 3 H1 9- J 5 12 - J 1 4- J 2 14 - J 2 H2 9- J 6 H3 B3 B2 B4 B9 B1 B5 B6 B1 0 B1 0 B7 B8 H3 Lot 3 Sky Meadows Friday, July 6, 2018 Main floor system Job # RFP 18-127 Joists spaced 12" & 16" OC Plan date: 3-22-18 Place joists to allow penetrations Reeve & Associates, Inc.Beams per original structural drawings PH: 801.621.3100 Verify design prior to bid & construction Use structural details for installation Mark Material Width Depth Quantity Cut Length Total Lengt h Blocking BL1 RFPI 400 2 1/16 11 7/8 1 124' 124' Subtotal 124' Hangers Supports H1 S i m p s o n I U S 2 . 0 6 / 1 1 . 8 8 9 4 1 1 . 8 8 R F P I 4 0 0 H2 S i m p s o n M I U 3 . 5 6 / 1 1 . 8 8 * 1 8 1 1 . 8 8 R F P I 9 0 H3 Simpson HGUM5.25/11-SDS*2 3-1.75 x 11.88 LVL Joists J1 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 1 2 3 2 ' 3 8 4 ' J2 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 1 8 2 4 ' 4 3 2 ' J3 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 8 1 6 ' 1 2 8 ' J4 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 8 1 3 ' 1 0 4 ' J5 R F P I 4 0 0 2 1 / 1 6 1 1 7 / 8 9 5 ' 4 5 ' Subtotal 1093' J6 R F P I 9 0 3 1 / 2 1 1 7 / 8 9 2 4 ' 2 1 6 ' Subtotal 216' LVLs B1 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 3 4 ' 3 4 ' B2 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 3 2 ' 3 2 ' B3 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 3 0 ' 3 0 ' B4 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 2 8 ' 2 8 ' B5 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 2 4 ' 2 4 ' B6 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 2 0 ' 2 0 ' B7 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 1 4 ' 1 4 ' B8 3-Ply 2.0E RigidLam 1 3/4 1 1 7 / 8 3 1 4 ' 4 2 ' B9 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 1 8 ' 8 ' B10 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 2 5 ' 1 0 ' B11 2 . 0 E R i g i d L a m 1 3 / 4 1 1 7 / 8 2 4 ' 8 ' Subtotal 2 5 0 '