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HomeMy WebLinkAboutS401 - GENERAL NOTES & ABBREV.pdfInsert 'CAD_Notes' from ?:\Project Name\Engineering\Calcs PIF excel file (after running the 'CAD_Notes' thru Note Pad).G1.Reactions and forces indicated are unfactored, Allowable Strength Design (ASD) loads.G2.If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern.Contractor shall bring all discrepancies to the attention of the engineer immediately.G3.Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately for modification of drawings.G4.All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural,mechanical, electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. Refer to architectural drawings for all dimensions not shown on these drawings.Locations, sizes and numbers of all openings may not be completely indicated in the structural drawings. The respective contractor shall verify their work with all other disciplines.G5.The contract documents represent the structure only. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not limited to, bracing, shoring, underpinning, etc. McComas Engineering is not responsible for the contractor's means, methods, techniques, sequences or safety procedures during construction.G6.Notes and details shall take precedence over general structural notes. Where no details or sections are shown,construction shall conform to similar work on the project. Typical sections and details may not be cut on the plans,but apply unless noted otherwise.G7.Provisions for future expansion:Vertical:None Horizontal:NoneGENERAL NOTES 014000 DELEGATED DESIGN SSE1.A Specialty Structural Engineer (SSE), registered in the state of the project, shall be responsible for the structural design of the following products and systems complying with specific performance and design criteria indicated.1. Steel Joists, joist girders, bridging and accessories.2. Structural Steel Connections, except as shown on drawings.AISC Option 2 (Detailer): Simple shear connections.AISC Option 3 (SSE): All other connections not shown.3. Shop Fabricated Wood trusses, wood girders, wood bracing and accessories.G1.All shoring shall be in place before demolition begins.G2.It is the Contractor's responsibility to select the appropriate shoring system for the loads and work indicated.G3.Reactions and forces indicated for shoring are actual, working loads.G4.If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern.Contractor shall bring all discrepancies to the attention of the engineer immediately.G5.Verify all existing conditions prior to any demolition, construction or fabrication. If different than shown, notify engineer/architect immediately for modification of drawings.G6.All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural,mechanical, electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. Refer to architectural drawings for all dimensions not shown on these drawings.Locations, sizes and numbers of all openings may not be completely indicated in the structural drawings, the respective contractor shall verify their work with all other disciplines.G7.The contract documents represent the structure only. They do not indicate the method of demolition, shoring or construction. The contractor shall provide all measures necessary to protect the structure during demolition and construction. The Engineer of Record is not responsible for the contractor's means, methods, techniques,sequences or safety procedures during construction.017900 DEMOLITION NOTES SF1.Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and project specifications.SF2.Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve.SF3.Slabs shall be placed on compacted, free-draining, frost-free drainage course. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM-D1557), placed in 6" to 8"lifts. Pea gravel may not be used as fill. Utility trenches and excavations under the foundations or slabs shall meet the same requirements. See soils investigation report for further recommendations.SF4.Undercutting of the soil for foundation and/or slab placement may be required. These drawings do not indicate the entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing pressures.It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to assess the extent of excavation and compaction that may be required to meet the design criteria. The contractor shall retain the services of a soils engineer to monitor all backfilling operations and to inspect footing bearing material. A report certified by the soils engineer shall be furnished to the architect/engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures.SF5.If dewatering is required, sumps shall not be placed within the foundation excavation.SF6.Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to existing foundations to avoid undermining foundations.SF7.No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings.SF8.Shallow foundations may be earth-formed where the excavation permits. If earth-forming is used, add 2" to the width and length of all foundations.SF9.The bottom of all foundations shall be a minimum of local frost depth below final grade.020000 SHALLOW FOUNDATION AND SLAB ON GRADE NOTES RC 1 . Al l c o n c r e t e s h a l l h a v e t h e f o l l o w i n g 2 8 d a y c o m p r e ss i v e s t r e n g t h s : ST R E N G T H LO C A T I O N 30 0 0 p s i - 0 % A E Al l f o u n d a t i o n s a n d f o o t i n g s 40 0 0 p s i - 6 % A E Ex t e r i o r s l a b s , p i e r s , w a l l s , c o l u m n s , g r a d e b e a m s an d c o n c r e t e e x p o s e d t o f r e e z i n g 40 0 0 p s i - 0 % A E In t e r i o r s l a b s , f i l l f o r m e t a l d e c k a n d a l l o t h e r i nt e r i o r c o n c r e t e RC 2 . Al l r e i n f o r c i n g s h a l l c o n f o r m t o t h e f o l l o w i n g c o n c re t e c o v e r : CO V E R LO C A T I O N 3 " Fo u n d a t i o n s & F o o t i n g s : A l l s u r f a c e s ; E x t e r i o r S l a b s: B o t t o m ; G r a d e B e a m s & T r e n c h Fo o t i n g s : A l l s u r f a c e s ; A l l c o n c r e t e c a s t a g a i n s t s oi l 2 " Ex t e r i o r W a l l s , A l l P i e r s & A l l P i l a s t e r s : A l l s u r f ac e s ; E x t e r i o r S l a b s : T o p ; A l l e x t e r i o r c o n c r e t e 1 1 / 2 " In t e r i o r b e a m s , c o l u m n s & w a l l s : A l l s u r f a c e s ; A l l co n c r e t e n o t e x p o s e d t o w e a t h e r o r i n co n t a c t w i t h g r o u n d 3 / 4 " In t e r i o r s l a b s & W a l l s RC 3 . We l d e d W i r e F a b r i c ( W W F ) f o r s l a b s a n d f i l l f o r m e t al d e c k s h a l l b e p l a c e d i n t h e u p p e r - t h i r d o f t h e s la b o r f i l l . S e e details. RC 4 . Al l r e i n f o r c i n g s t e e l s h a l l b e d e t a i l e d , s u p p l i e d a nd p l a c e d i n a c c o r d a n c e w i t h A C I 3 1 5 , A C I 3 1 8 a n d CR S I M S P - 1 . RC 5 . Al l r e i n f o r c i n g s t e e l s h a l l b e s h o p f a b r i c a t e d a n d , w h e r e a p p l i c a b l e , s h a l l b e w i r e d t o g e t h e r a n d c o n f or m t o A S T M A-615, Gr a d e 6 0 . RC 6 . Ch a m f e r e d g e s o f e x p o s e d c o n c r e t e 3 / 4 " , u n l e s s n o t e d o t h e r w i s e . RC 7 . Co n t r a c t o r s h a l l m a k e f o u r , 6 " x 1 2 " t e s t c y l i n d e r s f or e a c h 5 0 c u b i c y a r d s o f c o n c r e t e p o u r e d f o r e a c h da y s op e r a t i o n . B r e a k 1 a t 7 d a y s , 2 a t 2 8 d a y s a n d r e t a in s p a r e . RC 8 . Al l w e l d e d w i r e f a b r i c s h a l l c o n f o r m t o A S T M A 1 8 5 , Fy ( m i n ) o f 6 5 k s i . A l l w e l d e d w i r e f a b r i c l a p s s h a l l b e 8 " . RC 9 . Al l f i n i s h e d c o n c r e t e , c o n c r e t e f o r m w o r k a n d f a l s e w or k s h a l l b e i n a c c o r d a n c e w i t h A C I 3 0 1 . C o n t r a c t o r i s s o l e l y re s p o n s i b l e f o r t h e d e s i g n a n d c o n s t r u c t i o n o f a l l fo r m w o r k , f a l s e w o r k a n d s h o r i n g . RC 1 0 . Pr o v i d e s l e e v e s f o r a l l o p e n i n g s i n g r a d e b e a m s o r wa l l s t o t o t a l l y s e p a r a t e p i p e f r o m c o n c r e t e . RC 1 1 . Fo u n d a t i o n s m a y b e e a r t h - f o r m e d w h e r e t h e e x c a v a t i o n p e r m i t s . I f e a r t h - f o r m i n g i s u s e d , a d d 2 " t o t h e wi d t h , length & t h i c k n e s s o f a l l f o u n d a t i o n s . RC 1 2 . Pl a s t i c V a p o r R e t a r d e r : A S T M E 1 7 4 5 , C l a s s A , n o t l es s t h a n 1 0 m i l s ( 0 . 2 5 m m ) t h i c k , s e e s p e c i f i c a t i o n s. I n c l u d e ma n u f a c t u r e r ' s r e c o m m e n d e d a d h e s i v e o r p r e s s u r e - s e n si t i v e j o i n t t a p e . RC 1 3 . Fi b e r R e i n f o r c e m e n t , i f i n d i c a t e d o n d r a w i n g s , s h a l l b e 1 0 0 % v i r g i n p o l y p r o p y l e n e i n c o l l a t e d , f i b r i l l at e d f o r m , co m p l y i n g w i t h A S T M C 1 1 1 6 , m i n i m u m l e n g t h o f 3 / 4 " . M i n i m u m d o s a g e = 1 . 5 p o u n d s p e r c u b i c y a r d . RC 1 4 . Ad h e s i v e A n c h o r s a n d A d h e s i v e s U s e d f o r R e i n f o r c i n g A n c h o r a g e : 1. T h e a d h e s i v e a n c h o r s y s t e m u s e d f o r p o s t - i n s t a l l ed a n c h o r a g e t o c o n c r e t e s h a l l c o n f o r m t o t h e r e q u i r e m e n t s o f t h e m o s t r e c e n t l y p u b l i s h e d A C I 3 5 5 . 4 . 2. A d h e s i v e a n c h o r s i n d i c a t e d a r e t h e B a s i s - o f - D e s i gn . A p p r o v e d e q u a l m e e t i n g A C I 3 5 5 . 4 i s p e r m i t t e d . 3. B u l k - m i x e d a d h e s i v e s a r e n o t p e r m i t t e d . 4. A n c h o r s s h a l l b e s u p p l i e d a s a n e n t i r e s y s t e m w i th m a n u f a c t u r e r ' s r e c o m m e n d a t i o n s a d h e r e d t o . 5. A d h e s i v e a n c h o r s s h a l l b e i n s t a l l e d b y q u a l i f i e d p e r s o n n e l t r a i n e d t o i n s t a l l a d h e s i v e a n c h o r s . 6. I n s t a l l a t i o n o f a d h e s i v e a n c h o r s h o r i z o n t a l l y o r u p w a r d l y i n c l i n e d s h a l l b e p e r f o r m e d b y p e r s o n n e l c e r t i f i e d b y t h e A C I / C R S I A d h e s i v e A n c h o r I n s t a ll e r C e r t i f i c a t i o n p r o g r a m . 7 . A d h e s i v e a n c h o r s i n s t a l l e d i n h o r i z o n t a l o r u p w a rd l y i n c l i n e d o r i e n t a t i o n s s h a l l b e c o n t i n o u s l y i n s pe c t e d du r i n g i n s t a l l a t i o n b y a n i n s p e c t o r s p e c i a l l y a p p r o ve d f o r t h a t p u r p o s e . RC 1 5 . Bo n d i n g a g e n t f o r b o n d i n g f r e s h c o n c r e t e t o h a r d e n e d c o n c r e t e : A S T M C 1 0 5 9 / C 1 0 5 9 M , T y p e I I , no n r e d i s p e r s i b l e , ac r y l i c e m u l s i o n o r s t y r e n e b u t a d i e n e . 03 3 0 0 0 C A S T I N P L A C E C O N C R E T E N O T E S ( F o u n d a t i o n s , S la b s & W a l l s ) PG T 1 . C o n c r e t e : A l l t o p p i n g c o n c r e t e s h a l l h a v e t h e f o l l o w i n g p r o p e r t i e s : a. M i n i m u m 2 8 - d a y c o m p r e s s i v e s t r e n g t h : 4, 0 0 0 p s i . b. P o r t l a n d C e m e n t : A S T M C 1 5 0 , T y p e I / I I , g r e y , s u p pl i m e n t w i t h f l y a s h , A S T M C 6 1 8 , C l a s s F o r C . 1. M a x i m u m f l y a s h c o n t e n t : 1 5 % . c. M a x i m u m a g g r e g a t e s i z e : 1 " d i a m e t e r , n o r m a l w e i g ht , A S T M C 3 3 , C l a s s 3 S c o u r s e a g g r e g a t e o r b e t t e r , graded. d. M a x i m u m w a t e r - c e m e n t i t i o u s m a t e r i a l s r a t i o : 0 . 4 0 . e. S l u m p l i m i t : 4 " f. A i r c o n t e n t : 6 % , p l u s o r m i n u s 1 . 5 % a t p o i n t o f de l i v e r y . PG T 2 . R e i n f o r c i n g a. P l a i n - S t e e l W e l d e d W i r e R e i n f o r c e m e n t : A S T M A 1 85 / A 1 8 5 M , p l a i n , f a b r i c a t e d f r o m a s - d r a w n s t e e l w i re i n t o f l a t s h e e t s . b. S y n t h e t i c M a c r o - F i b e r : p o l y o l e f i n m a c r o - f i b e r c o mp l y i n g w i t h A S T M C 1 1 1 6 , T y p e I I I , 2 1 / 4 " l o n g . G r a ce S t r u x 9 0 / 4 0 . c. E i t h e r o f t h e a b o v e c a n b e u s e d . PG T 3 . B o n d i n g A g e n t : P r o v i d e r o u g h e d s u r f a c e o f s t r uc t u r a l s l a b p e r m a n u f a c t u r e ' s r e c o m m e n d a t i o n s . A p p ly a p p r o p r i a t e b o n d i n g ag e n t p e r m a n u f a c t u r e ' s r e c o m m e n d a t i o n s . a. A c r y l i c - B o n d i n g A g e n t : A S T M C 1 0 5 9 , T y p e I I , n o n- r e d i s p e r s i b l e , a c r y l i c e m u l s i o n o r s t y r e n e b u t a d i en e . PG T 4 . C u r i n g o f t o p p i n g s l a b : a. W a t e r b o r n e , m e m b r a n e - f o r m i n g c u r i n g c o m p o u n d , A S TM C 3 0 9 , T y p e 1 , c l a s s B , 1 8 % t o 2 5 % s o l i d s , d i s s i p ating. PG T 5 . J o i n t i n g a n d J o i n t F i l l e r : a. S a w e d J o i n t s : C u t 1 / 8 - i n c h w i d e b y 1 " d e e p j o i n t s i n t o c o n c r e t e w h e n c u t t i n g a c t i o n w i l l n o t t e a r , ab r a d e , o r o t h e r w i s e d a m a g e s u r f a c e a n d b e f o r e c o n c r e t e d e v e l o p s r a n do m c o n t r a c t i o n c r a c k s . b. S e m i r i g i d J o i n t F i l l e r : T w o - c o m p o n e n t , s e m i r i g i d, 1 0 0 p e r c e n t s o l i d s , a r o m a t i c p o l y u r e a w i t h a T y p e A s h o r e d u r o m e t e r h a r d n e s s r a n g e o f 9 0 t o 9 5 p e r A S T M D 2 2 4 0 . PG T 6 . S e a l i n g : a. S e e s p e c i f i c a t i o n s f o r r e q u i r e d s e a l i n g o f c o n c r et e . PG T 7 . C o m p l y w i t h a l l r e c o m m e n d a t i o n s o f A C I 3 0 1 a n d A C I 3 0 2 . 03 5 3 0 0 C O N C R E T E T O P P I N G P A R K I N G G A R A G E N O T E S PG T 1 . C o n c r e t e : A l l t o p p i n g c o n c r e t e s h a l l h a v e t h e f o l l o w i n g p r o p e r t i e s : a. M i n i m u m 2 8 - d a y c o m p r e s s i v e s t r e n g t h : 4, 0 0 0 p s i . b. P o r t l a n d C e m e n t : A S T M C 1 5 0 , T y p e I / I I , g r e y , s u p pl i m e n t w i t h f l y a s h , A S T M C 6 1 8 , C l a s s F o r C . 1. M a x i m u m f l y a s h c o n t e n t : 1 5 % . c. M a x i m u m a g g r e g a t e s i z e : 1 " d i a m e t e r , n o r m a l w e i g ht , A S T M C 3 3 , C l a s s 3 S c o u r s e a g g r e g a t e o r b e t t e r , g r a d e d . d. M a x i m u m w a t e r - c e m e n t i t i o u s m a t e r i a l s r a t i o : 0 . 4 0 . e. S l u m p l i m i t : 4 " f. A i r c o n t e n t : ( E x t e r i o r ) 6 % , p l u s o r m i n u s 1 . 5 % a t p o i n t o f d e l i v e r y . g. A i r c o n t e n t : ( I n t e r i o r ) 2 % PG T 2 . R e i n f o r c i n g a. A S T M 6 1 5 , G r a d e 6 0 r e i n f o r c i n g s t e e l . b. P l a i n - S t e e l W e l d e d W i r e R e i n f o r c e m e n t : A S T M A 1 85 / A 1 8 5 M , p l a i n , f a b r i c a t e d f r o m a s - d r a w n s t e e l w i re i n t o f l a t s h e e t s . c. S e e d r a w i n g s f o r l o c a t i o n s . PG T 3 . B o n d i n g A g e n t : P r o v i d e r o u g h e d s u r f a c e o f s t r uc t u r a l s l a b p e r m a n u f a c t u r e ' s r e c o m m e n d a t i o n s . A p p ly a p p r o p r i a t e bo n d i n g a g e n t p e r m a n u f a c t u r e ' s r e c o m m e n d a t i o n s . a. A c r y l i c - B o n d i n g A g e n t : A S T M C 1 0 5 9 , T y p e I I , n o n- r e d i s p e r s i b l e , a c r y l i c e m u l s i o n o r s t y r e n e b u t a d i en e . PG T 4 . C u r i n g o f t o p p i n g s l a b : a. W a t e r b o r n e , m e m b r a n e - f o r m i n g c u r i n g c o m p o u n d , A S TM C 3 0 9 , T y p e 1 , c l a s s B , 1 8 % t o 2 5 % s o l i d s , d i s s i p a t i n g . PG T 5 . S e a l i n g : a. S e e s p e c i f i c a t i o n s f o r r e q u i r e d s e a l i n g o f c o n c r et e . PG T 6 . C o m p l y w i t h a l l r e c o m m e n d a t i o n s o f A C I 3 0 1 a n d A C I 3 0 2 . PG T 7 . C o m p l y w i t h a l l r e c o m m e n d a t i o n s o f A C I 3 0 1 a n d A C I 3 0 2 . 35 3 0 1 C O N C R E T E T O P P I N G N O T E S M1 . Mi n i m u m 2 8 d a y c o m p r e s s i v e s t r e n g t h o f c o n c r e t e m a s on r y u n i t s s h a l l b e 2 8 0 0 p . s . i . b a s e d o n n e t a r e a o f t h e u n i t . Sp e c i f i e d d e s i g n c o m p r e s s i v e s t r e n g t h o f m a s o n r y s h al l b e f ' m = 2 0 0 0 p . s . i . A l l u n i t s f o r e x t e r i o r w a l ls , l o a d - b e a r i n g wa l l s a n d s h e a r w a l l s s h a l l b e n o r m a l w e i g h t b l o c k . M2 . Al l m o r t a r s h a l l b e T y p e S . N o a d m i x t u r e s m a y u s e d un l e s s a p p r o v e d b y a r c h i t e c t / e n g i n e e r . M o r t a r s h a l l n o t b e u s e d fo r g r o u t i n g c o r e s o r f i l l i n g b o n d b e a m s . M3 . Al l b l o c k s h a l l b e l a i d i n a r u n n i n g b o n d p a t t e r n . M4 . Co u r s e g r o u t s h a l l b e u s e d w e r e g r o u t i n g i s r e q u i r e d. S l u m p s h a l l b e 8 " + / - 1 " . M i n i m u m g r o u t c o m p r e s s iv e s t r e n g t h sh a l l b e 3 0 0 0 p . s . i . M5 . Al l r e i n f o r c i n g s h a l l b e A S T M A 6 1 5 G r a d e 6 0 ( F y = 6 0 ks i ) . L a p a l l r e i n f o r c i n g a m i n i m u m o f 4 8 b a r d i a m e te r s . M6 . Ce n t e r v e r t i c a l r e i n f o r c i n g i n b l o c k c o r e s , u n l e s s no t e d o t h e r w i s e . M7 . Se e a r c h i t e c t u r a l a n d s p e c i f i c a t i o n s f o r a l l c o n t r o l j o i n t l o c a t i o n s . R e i n f o r c i n g i n b o n d b e a m s s h a l l be d i s c o n t i n u o u s a t co n t r o l j o i n t s . M8 . Pr o v i d e l a d d e r t y p e h o r i z o n t a l j o i n t r e i n f o r c e m e n t at 1 6 " o . c . S i d e r o d s a n d c r o s s r o d s s h a l l b e # 9 w i re , g a l v a n i z e d , se e s p e c i f i c a t i o n s . C u t j o i n t r e i n f o r c e m e n t a t c o n t ro l j o i n t s . M9 . Pr o v i d e " L " b a r s a t a l l b o n d b e a m c o r n e r s a s r e q u i r ed . M1 0 . Fi l l c o r e s o f b l o c k s o l i d w i t h g r o u t t w o f u l l c o u r s es b e l o w t h e b e a r i n g o f a l l b e a m s o r l i n t e l s s u p p o r te d o n m a s o n r y . M1 1 . Al l a t t a c h m e n t s t o b l o c k s h a l l b e m a d e w i t h H i l t i H LC 1 / 2 " d i a m e t e r x 3 " s l e e v e a n c h o r s , u n l e s s n o t e d ot h e r w i s e . An c h o r s s h a l l b e i n s t a l l e d p e r m a n u f a c t u r e r ' s r e c o m me n d a t i o n s . M1 2 . Se e t y p i c a l s c h e d u l e s f o r m a s o n r y a n d s t e e l l i n t e l s n o t i n d i c a t e d o n p l a n s . M1 3 . Al l m a s o n r y u n i t s b e l o w g r a d e t o b e g r o u t e d s o l i d . M1 4 . Pr o v i d e t i e s t o a l l s t r u c t u r a l s t e e l . M1 5 . Al l i n t e r i o r , n o n - l o a d b e a r i n g m a s o n r y w a l l s o v e r 1 2' - 0 " h i g h , s h a l l b e s u p p o r t e d o n t h i c k e n e d s l a b a s p e r t y p i c a l d e t a i l . Wa l l v e r t i c a l r e i n f o r c i n g s h a l l b e # 5 @ 4 8 " O C f u l l h e i g h t . U n l e s s n o t e d o t h e r w i s e . M1 6 . Al l c o r e s w i t h r e i n f o r c i n g s t e e l s h a l l b e g r o u t e d s ol i d , f u l l h e i g h t o f w a l l . 04 2 0 0 0 M A S O N R Y A N D R E I N F O R C E D M A S O N R Y N O T E S M1 . Al l a t t a c h m e n t s t o m a s o n r y s h a l l b e m a d e w i t h H i l t i a n c h o r s a s s c h e d u l e d b e l o w u n l e s s n o t e d o t h e r w i s e . An c h o r s s h a l l b e i n s t a l l e d p e r m a n u f a c t u r e r ' s r e c o m me n d a t i o n s . M2 . At s t e e l c o n n e c t i o n s t o m a s o n r y c o n s t r u c t i o n , p r o v i de t h e f o l l o w i n g h o l e d i a m e t e r s i n s t e e l e l e m e n t s t o ac c o m m o d a t e f i e l d t o l e r a n c e s : 1/ 2 " a n c h o r s : 9 / 1 6 " d i a s t d , 1 3 / 1 6 " d i a w / 1 / 4 " x 2 " x 2" w e l d w a s h e r w h e r e n o t e d . 3/ 4 " a n c h o r s : 1 3 / 1 6 " d i a s t d , 1 " d i a w / 3 / 8 " x 3 " x 3 " w el d w a s h e r s w h e r e n o t e d . M3 . Wh e r e w e l d w a s h e r s a r e i n d i c a t e d , d o n o t w e l d u n t i l e p o x y a d h e s i v e s h a v e f u l l y c u r e d . D o n o t a p p l y e x c es s i v e he a t w h i c h m a d e a d v e r s e l y a f f e c t e p o x y a d h e s i v e s . We l d t w o o p p o s i t e e d g e s o f w e l d w a s h e r t y p i c a l l y w i th 3/ 1 6 " f i l l e t w e l d . M4 Ty p e 1 - A : G r o u t F i l l e d C o n c r e t e B l o c k . 3/ 4 " x 6 5 / 8 " e m b e d m e n t H I T , o r A 3 6 t h r e a d e d r o d , s e c ur e d w i t h H i l t i H Y 1 5 0 e p o x y . De s i g n v a l u e s : 3 7 4 0 l b T , 2 0 2 0 l b V . Ty p e 1 - B : H o l l o w C o n c r e t e B l o c k ( N W o r L W ) . 1/ 2 " x 2 " e m b e d m e n t H i l t i H I T - A r o d w / s c r e e n t u b e a n d Hi l t i H Y 2 0 e p o x y . De s i g n v a l u e s : 5 2 5 l b T , 1 2 3 0 l b V . Ty p e 1 - C : H o l l o w C o n c r e t e B l o c k T h r o u g h - b o l t . 3/ 4 " x 8 " o r 1 3 " H i l t i H I T , o r A 3 6 t h r e a d e d r o d , w / H il t i H Y 2 0 e p o x y , s c r e e n t u b e , s t e e l s l e e v e , 3 / 8 " x 6 " x6 " p l a t e wa s h e r . De s i g n v a l u e s : 1 4 0 0 l b T , 1 8 0 0 l b V . Ty p e 1 - D : G r o u t F i l l e d C o n c r e t e B l o c k . 3/ 4 " x 4 - 3 / 4 " e m b e d m e n t H i l t i K w i k B o l t 3 e x p a n s i o n b ol t . De s i g n v a l u e s : 16 2 0 T , 3 1 1 0 V ( > 1 6 " f r o m e d g e s ) M5 . Ty p e 2 - A : H o l l o w B r i c k a n d C l a y T i l e . 1/ 2 " x 3 - 3 / 8 " e m b e d m e n t H i l t i H I T - A , o r A 3 6 t h r e a d e d ro d , w / H i l t i H Y 2 0 e p o x y a n d s c r e e n t u b e . De s i g n v a l u e s : 77 5 l b T , 1 3 7 5 l b V ( B r i c k ) 15 0 l b T , 5 0 0 l b V ( C l a y t i l e ) Ty p e 2 - B : H o l l o w B r i c k a n d C l a y T i l e . 1/ 2 " x 3 - 3 / 8 " e m b e d m e n t H i l t i H I T - A , o r A 3 6 t h r e a d e d ro d , w / H i l t i H I T - I i n s e r t , H i l t i H Y 2 0 e p o x y , s c r e e n t u b e . De s i g n v a l u e s : 11 6 0 l b T , 1 6 3 5 l b V ( H o l l o w B r i c k ) 18 5 l b T , 5 0 0 l b V ( C l a y T i l e ) Ty p e 2 - C : M u l t i w y t h e B r i c k t h r o u g h - b o l t . 3/ 4 " x 8 " e m b e d m e n t H i l t i H I T , o r A 3 6 t h r e a d e d r o d , w / H i l t i H Y 2 0 e p o x y , s c r e e n t u b e , s t e e l s l e e v e , 3 / 8 " x 6" x 6 " pl a t e w a s h e r . De s i g n v a l u e s : 1 4 0 0 l b T , 1 8 0 0 l b V . Ty p e 2 - D : M u l t i w y t h e B r i c k , v o i d e d w y t h e s . 3/ 4 " x 8 " e m b e d m e n t H i l t i H I T , o r A 3 6 t h r e a d e d r o d , w / H i l t i H Y 2 0 e p o x y , s c r e e n t u b e , s t e e l s l e e v e . De s i g n v a l u e s : 80 0 l b T , 1 4 0 0 l b V . 04 2 0 0 1 M A S O N R Y A N C H O R A G E SS 1 . Al l s t r u c t u r a l s t e e l s h a l l c o n f o r m t o t h e f o l l o w i n g : W S h a p e s AS T M A 9 9 2 , G r a d e 5 0 . An g l e s , C h a n n e l s , P l a t e s , B a r s AS T M A 3 6 ( F y = 3 6 k s i ) HS S T u b e s AS T M A 5 0 0 , G r a d e B ( F y = 4 6 k s i ) HS S P i p e s AS T M A 5 0 0 , G r a d e B ( F y = 4 2 k s i ) An c h o r R o d s AS T M F 1 5 5 4 , G r a d e 3 6 SS 2 . Al l s t e e l s h a l l b e d e t a i l e d , f a b r i c a t e d a n d e r e c t e d i n a c c o r d a n c e w i t h : AI S C 3 6 0 " S p e c i f i c a t i o n f o r S t r u c t u r a l S t e e l B u i l d i ng s " , A l l o w a b l e S t r e n g t h D e s i g n ( A S D ) AI S C 3 0 3 " C o d e o f S t a n d a r d P r a c t i c e " SS 3 . If b e a m r e a c t i o n i s n o t i n d i c a t e d , d e s i g n c o n n e c t i o n f o r m i n i m u m 1 0 k r e a c t i o n . SS 4 Al l b o l t e d c o n n e c t i o n s s h a l l b e m a d e w i t h 3 / 4 " d i a m et e r , A 3 2 5 b o l t s w i t h n u t s a n d w a s h e r s , u n l e s s o t h e rw i s e n o t e d . A l l co n n e c t i o n s s h a l l b e s h e a r b e a r i n g c o n n e c t i o n s t i g h te n e d t o s n u g - t i g h t c o n d i t i o n , u n l e s s o t h e r w i s e n o t ed . SS 5 . Al l s h o p a n d f i e l d w e l d s s h a l l b e m a d e u s i n g E 7 0 e l ec t r o d e s o r e q u i v a l e n t . SS 6 . Al l h e a d e d c o n c r e t e a n c h o r s s h a l l b e A S T M A 1 0 8 ( F y = 50 k s i ) , 3 / 4 " d i a m e t e r x 4 " a f t e r w e l d i n g , u n l e s s n ot e d o t h e r w i s e . SS 7 . St e e l f a b r i c a t o r s h a l l o b t a i n t h e s i z e a n d l o c a t i o n o f a l l o p e n i n g s f o r g r i l l e s , l o u v e r s , e t c . b e f o r e pr o c e e d i n g w i t h t h e fa b r i c a t i o n a n d e r e c t i o n o f a n y r e q u i r e d f r a m e s . SS 8 . Pr o v i d e H e c k m a n # 1 2 9 a n d # 1 3 0 c h a n n e l s l o t a n d c h a n ne l s l o t a n c h o r s a t a l l c o l u m n s t h a t a b u t m a s o n r y w al l s , u n l e s s no t e d . SS 9 . Pr o v i d e t e m p o r a r y b r a c i n g o f t h e s t r u c t u r e u n t i l a l l p e r m a n e n t l a t e r a l s u p p o r t i s i n p l a c e . SS 1 0 . St r u c t u r e S t a b i l i t y : T h e e n t i r e r o o f a n d / o r f l o o r d ec k i n g m a t e r i a l s m u s t b e f u l l y e r e c t e d a n d c o n n e c t e d t o t h e s u p p o r t i n g st e e l b e f o r e t e m p o r a r y , e r e c t i o n b r a c i n g i s r e m o v e d . SS 1 1 . RD = R o o f D r a i n l o c a t i o n . P r o v i d e s t e e l f r a m e f o r d ra i n s . S e e o t h e r d r a w i n g s f o r a c t u a l d r a i n t y p e , n u mb e r , s i z e , e t c . Co o r d i n a t e w i t h d r a i n c o n t r a c t o r . 05 1 2 0 0 S T R U C T U R A L S T E E L N O T E S SJ 1 . Pr o v i d e a l l j o i s t s , b r i d g i n g a n d a c c e s s o r i e s f o r t h e c o m p l e t e e r e c t i o n o f j o i s t s i n a c c o r d a n c e w i t h t h e c u r r e n t S t e e l Jo i s t I n s t i t u t e " S T A N D A R D S P E C I F I C A T I O N S A N D L O A D T AB L E S F O R O P E N W E B S T E E L J O I S T S A N D JO I S T GI R D E R S " a n d U n d e r w r i t e r s L a b o r a t o r i e s " S T A N D A R D , F IR E T E S T S O F B U I L D I N G C O N S T R U C T I O N A N D MA T E R I A L S " . SJ 2 . Br i d g i n g s h a l l b e c o m p l e t e l y e r e c t e d a n d j o i s t s a l i gn e d b e f o r e a n y c o n s t r u c t i o n l o a d s a r e p l a c e d o n j o is t s . SJ 3 . Do n o t w e l d b o t t o m c h o r d o f j o i s t s t o c o l u m n s u n l e s s n o t e d o n d r a w i n g s , p r o v i d e s t a b i l i z e r t a b s . SJ 4 . In s t a l l e r e c t i o n b o l t s a t a l l j o i s t g i r d e r t o c o l u m n a n d j o i s t t o c o l u m n c o n n e c t i o n s . SJ 5 . Wh e r e b a l l a s t e d r o o f i n g i s n o t s h o w n o n a r c h i t e c t u r al d r a w i n g s , p r o v i d e u p l i f t b r i d g i n g a t a l l j o i s t s as p e r "S T A N D A R D S P E C I F I C A T I O N S A N D L O A D T A B L E S F O R O P E N W EB S T E E L J O I S T S A N D J O I S T G I R D E R S " fo r a n e t u p l i f t l o a d o f 1 2 p s f , u n l e s s n o t e d o r s h ow n o t h e r w i s e . 05 2 1 0 0 S T E E L J O I S T N O T E S W1 . Si z e , s p e c i e s a n d g r a d e f o r s a w n l u m b e r s h a l l b e a s f o l l o w s . A l l l u m b e r s h a l l b e g r a d e - s t a m p e d : De s i g n De s i g n Al t e r n a t e Al t e r n a t e Si z e Sp e c i e s Gr a d e Sp e c i e s Gr a d e 2x 4 , 2 x 6 Sp r u c e - P i n e - F i r ( S P F ) No . 1 / N o . 2 Do u g l a s F i r - L a r c h ( N o r t h ) No . 1 / N o . 2 2x 8 , 2 x 1 0 , 2 x 1 2 So u t h e r n P i n e ( S P ) No . 1 Do u g l a s F i r - L a r c h No . 1 & B e t t e r 4x 4 a n d L a r g e r So u t h e r n P i n e ( S P ) No . 1 Do u g l a s F i r - L a r c h No . 1 & B e t t e r W2 . Al l w o o d , c o n n e c t i o n s , a c c e s s o r i e s , a n d e r e c t i o n s h al l b e i n c o n f o r m a n c e w i t h t h e c u r r e n t e d i t i o n o f N FP A N a t i o n a l D e s i g n S p e c i f i c a t i o n . W3 . Al l c o n n e c t o r s s h a l l b e S i m p s o n S t r o n g - T i e , g a l v a n i ze d , u n l e s s o t h e r w i s e a p p r o v e d b y M c C o m a s E n g i n e e r i ng . W4 . Al l b o l t s , w a s h e r s a n d n u t s s h a l l b e c a r b o n s t e e l , un l e s s n o t e d . W5 . Al l n a i l s t o b e c o m m o n t y p e . W6 . Al l s i l l p l a t e s s h a l l b e t r e a t e d w i t h p r e s e r v a t i v e tr e a t m e n t . W7 . Al l e x t e r i o r l u m b e r p e r m a n e n t l y e x p o s e d t o w e a t h e r sh a l l b e p r e s s u r e - t r e a t e d . W8 . At t a c h a l l s i l l p l a t e s t o s t u d s w i t h ( 4 ) 8 d c o m m o n na i l s ( t o e n a i l ) o r ( 2 ) 1 6 d c o m m o n n a i l s ( e n d n a i l ) . W9 . At t a c h a l l t o p p l a t e s t o s t u d s w i t h ( 2 ) 1 6 d n a i l s . W1 0 . Co m p l y w i t h I n t e r n a t i o n a l B u i l d i n g C o d e T a b l e 2 3 0 4 . 9. 1 f o r a l l f a s t e n e r s n o t i n d i c a t e d . W1 1 . Se e W o o d F r a m e d W a l l S c h e d u l e a n d S h e a r W a l l S c h e d u le f o r a d d i t i o n a l f a s t e n i n g r e q u i r e m e n t s . W1 2 . Pr o v i d e d o u b l e j o i s t s u n d e r a l l n o n - l o a d b e a r i n g w a ll s . W1 3 . Pr o v i d e d o u b l e j o i s t s a n d h e a d e r s a t a l l f l o o r o r r oo f o p e n i n g s e x c e e d i n g t y p i c a l s h e a t h i n g s p a n . P r o vi d e s i n g l e h e a d e r s t o s u p p o r t sh e a t h i n g a t e d g e s o f o p e n i n g s l e s s t h a n t y p i c a l s h ea t h i n g s p a n . W1 4 . P r o v i d e t r i p l e s t u d p a c k s a t a l l r o o f g ir d e r b e a e r i n g l o c a t i o n s c o n t i n u o u s t o f o u n d a t i o n c on d i t i o n . P r o v i d e b l o c k i n g t o m a t c h t h r o u g h f l o o r c a v i t y s p a c e s a s r e q u i r e d . 06 1 0 0 0 S A W N L U M B E R N O T E S EW 1 . Al l m a n u f a c t u r e d e n g i n e e r e d w o o d l i s t e d a s b e e n d e s ig n e d u s i n g p r o d u c t d a t a f r o m W e y e r h a e u s e r C o r p o r a t io n . En g i n e e r e d w o o d m e m b e r s s u p p l i e d b y o t h e r m a n u f a c t u re r ' s s h a l l m e e t o r e x c e e d t h e c r i t e r i a f o r t h e de s i g n a t e d W e y e r h a e u s e r C o r p o r a t i o n p r o d u c t f o r t h e s p a n , s p a c i n g , a n d l o a d s i n d i c a t e d i n t h e c o n s t r u c ti o n do c u m e n t s . EW 2 . Al l p r o p e r t i e s l i s t e d a r e f o r d r y - u s e c o n d i t i o n s . EW 3 . Al l c o n n e c t o r s s h a l l b e m a n u f a c t u r e d b y S i m p s o n S t r on g - T i e C o m p a n y . EW 4 . Co n t r a c t o r s h a l l p r o v i d e a c o m p l e t e i n s t a l l a t i o n o f M a n u f a c t u r e d e n g i n e e r e d w o o d m e m b e r s , i n c l u d i n g b u t no t l i m i t e d t o , a l l b l o c k i n g , s t i f f e n e r s , a n d s i m i l ar i t e m s . EW 5 . Ma n u f a c t u r e d e n g i n e e r e d w o o d s h a l l b e d e s i g n e d b y t he s u p p l i e r t o m e e t t h e p r o j e c t r e q u i r e m e n t s i n d i c a te d in t h e c o n s t r u c t i o n d o c u m e n t s . L a y o u t a n d d e s i g n o f m e m b e r s s h a l l b e s i g n e d a n d s e a l e d b y a n E n g i n e e r li c e n s e d t o p r a c t i c e i n t h e p r o j e c t s t a t e , a n d s u b m it t e d t o M c C o m a s E n g i n e e r i n g , I n c . f o r r e v i e w . EW 6 . Al l e n g i n e e r e d w o o d s h a l l b e c o m m e r c i a l g r a d e . EW 7 . Al l e n g i n e e r e d w o o d p e r m a n e n t l y e x p o s e d t o w e a t h e r sh a l l b e p r e s s u r e - t r e a t e d , c o a t e d o r s e a l e d . C o m p l y w i t h ma n u f a c t u r e ' s r e c o m m e n d a t i o n s . LV L 1 . Ma n u f a c t u r e d L a m i n a t e d V e n e e r L u m b e r d e s i g n a t e d a s LV L s h a l l b e s u p p l i e d w i t h t h e f o l l o w i n g m i n i m u m ma t e r i a l p r o p e r t i e s , f o r 1 2 " d e p t h s : Ex t r e m e F i b e r S t r e s s i n B e n d i n g , E d g e w i s e : 2, 6 0 0 p s i Ex t r e m e F i b e r S t r e s s i n S h e a r , H o r i z o n t a l : 28 5 p s i Mo d u l u s o f E l a s t i c i t y , E d g e w i s e : 1, 9 0 0 , 0 0 0 p s i PS L 1 . Ma n u f a c t u r e d P a r a l l e l S t r a n d L u m b e r d e s i g n a t e d a s P SL s h a l l b e s u p p l i e d w i t h t h e f o l l o w i n g m i n i m u m ma t e r i a l p r o p e r t i e s , f o r 1 2 " d e p t h s : Ex t r e m e F i b e r S t r e s s i n B e n d i n g , E d g e w i s e : 2, 9 0 0 p s i ( B e a m - 2 . 0 E P a r a l l a m P S L ) Ex t r e m e F i b e r S t r e s s i n B e n d i n g , E d g e w i s e : 2, 4 0 0 p s i ( C o l u m n - 1 . 8 E P a r a l l a m P S L ) Mo d u l u s o f E l a s t i c i t y , E d g e w i s e : 2, 0 0 0 , 0 0 0 p s i ( B e a m 2 . 0 E ) Mo d u l u s o f E l a s t i c i t y , E d g e w i s e : 1, 8 0 0 , 0 0 0 p s i ( C o l u m n 1 . 8 E ) Ex t r e m e F i b e r S t r e s s i n S h e a r , H o r i z o n t a l : 29 0 p s i ( B e a m ) PS L 2 . Fo r a l l P S L m e m b e r s p e r m a n e n t l y o r p a r t i a l l y e x p o s e d t o e x t e r i o r c o n d i t i o n s , p r o v i d e t h e f o l l o w i n g : PS L P a r a l l a m P l u s Se r v i c e L e v e l S L 2 AW P A U s e C a t e g o r y U C 3 B WI J 1 . Ma n u f a c t u r e d W o o d I - J o i s t s d e s i g n a t e d a s W o o d I - J o i st s s h a l l b e s u p p l i e d t o m e e t t h e m i n i m u m l o a d i n g a nd de p t h r e q u i r e m e n t s a s i n d i c a t e d o n t h e d r a w i n g s , a n d t h e f o l l o w i n g : Fl o o r M a x i m u m T o t a l D e f l e c t i o n Sp a n / 3 6 0 Fl o o r M a x i m u m L i v e D e f l e c t i o n Sp a n / 4 8 0 Ro o f M a x i m u m T o t a l D e f l e c t i o n Sp a n / 2 4 0 Ro o f M a x i m u m L i v e D e f l e c t i o n Sp a n / 3 6 0 OW T 1 . Ma n u f a c t u r e d W o o d O p e n W e b T r u s s e s d e s i g n a t e d a s O p en W e b T r u s s e s s h a l l b e s u p p l i e d t o m e e t t h e m i n i m u m lo a d i n g a n d d e p t h r e q u i r e m e n t s a s i n d i c a t e d o n t h e dr a w i n g s , a n d t h e f o l l o w i n g : Fl o o r M a x i m u m T o t a l D e f l e c t i o n Sp a n / 3 6 0 Fl o o r M a x i m u m L i v e D e f l e c t i o n Sp a n / 4 8 0 Ro o f M a x i m u m T o t a l D e f l e c t i o n Sp a n / 2 4 0 Ro o f M a x i m u m L i v e D e f l e c t i o n Sp a n / 3 6 0 06 1 1 0 1 E N G I N E E R E D W O O D N O T E S WS 1 . Al l w o o d s t r u c t u r a l p a n e l s s h a l l b e p l y w o o d c o n f o r m in g t o D O C P S - 1 o r D O C P S - 2 , o r , o r i e n t e d - s t r a n d - b o ar d (O S B ) c o n f o r m i n g t o D O C P S - 2 . S h e a t h i n g s h a l l m e e t th e f o l l o w i n g m i n i m u m r e q u i r e m e n t s , u n l e s s n o t e d ot h e r w i s e : Ro o f : 19 / 3 2 " , E x p o s u r e 1 , S t r u c t u r a l 1 , S p a n R a t i n g 4 0 / 2 0 , S q u a r e E d g e , N a i l e d Fl o o r : 23 / 3 2 " , E x p o s u r e 1 , S t u r d - I - F l o o r , S p a n R a t i n g 2 4 " o. c . , T o n g u e & G r o o v e E d g e , G l u e d a n d N a i l e d Wa l l : 15 / 3 2 " , E x p o s u r e 1 , S t r u c t u r a l 1 , S p a n R a t i n g 3 2 / 1 6 , S q u a r e E d g e , N a i l e d WS 2 . Fl o o r s t r u c t u r a l p a n e l s s h a l l b e C o m b i n a t i o n S u b f l o or - U n d e r l a y m e n t , u n l e s s n o t e d o t h e r w i s e . WS 3 . Ro o f s t r u c t u r a l p a n e l j o i n t s s h a l l b e s t a g g e r e d . P r ov i d e p a n e l c l i p s f o r a l l r o o f s h e a t h i n g . WS 4 . Al l s t r u c t u r a l p a n e l s s h a l l h a v e l o n g d i m e n s i o n p e r pe n d i c u l a r t o s u p p o r t s . P r o v i d e 1 / 8 " g a p f o r a l l s h ea t h i n g j o i n t s . WS 5 . Sp a c e a l l n a i l s 3 / 8 " m i n i m u m f r o m p a n e l o r s u p p o r t i ng m e m b e r e d g e . N a i l s t o p e n e t r a t e s u p p o r t i n g m e m b er s b y 1- 5 / 8 " m i n i m u m . WS 6 . Ed g e o f o p e n i n g s t h r o u g h r o o f s o r w a l l s s h a l l b e n a il e d p e r b o u n d a r y n a i l i n g r e q u i r e m e n t s i n d i c a t e d i n t y p i c a l de t a i l . WS 7 . Se e a r c h i t e c t u r a l r o o f p l a n t o e s t a b l i s h a l l e l e v a t io n s , o p e n i n g s , e q u i p m e n t a n d o t h e r r e q u i r e m e n t s n o t i n d i c a t e d on s t r u c t u r a l d r a w i n g s . WS 8 . Al l n a i l s t o b e 1 0 d c o m m o n , u n l e s s n o t e d o t h e r w i s e . F o r f a s t e n i n g n o t i n d i c a t e d , c o m p l y w i t h I n t e r n a t i on a l Bu i l d i n g C o d e T a b l e 2 3 0 4 . 9 . 1 . WS 9 . Al l s t r u c t u r a l p a n e l s p e r m a n e n t l y e x p o s e d t o w e a t h e r s h a l l b e p r e s s u r e - t r e a t e d . WS 1 0 . Al l f a s t e n e r s t o c o l d f o r m e d s t e e l f r a m i n g s h a l l b e s c r e w s i n l i e u o f n a i l s . S e e d e t a i l s f o r s c r e w s i ze a n d s p a c i n g re q u i r e m e n t s . 06 1 6 0 0 W O O D S T R U C T U R A L P A N E L N O T E S WT 1 . Sh o p - f a b r i c a t e d , m e t a l - p l a t e - c o n n e c t e d w o o d r o o f t r us s e s s h a l l b e d e s i g n e d f o r t h e f o l l o w i n g g r a v i t y l oa d s (a l l o w a b l e s t r e s s d e s i g n ) , i n a d d i t i o n t o o t h e r l o a ds i n d i c a t e d : To p C h o r d D e a d & T o p C h o r d L i v e Se e G e n e r a l N o t e s Bo t t o m C h o r d D e a d 10 p s f ( L o c a l L o a d , n o t a d d e d t o T o p C h o r d ) Wi n d : N e t U p l i f t -1 5 p s f > 1 0 f t f r o m e d g e s - 2 4 p sf < 1 0 f t f r o m e d g e s -4 7 p s f < 1 0 f t f r o m c o r n e r s a n d r i d g e s Wi n d : O n E n d V e r t i c a l s -3 8 p s f WT 2 . Al l b o l t s , w a s h e r s a n d n u t s s h a l l b e c a r b o n s t e e l . WT 3 . Al l t r u s s e s c o n n e c t o r p l a t e s s h a l l b e g a l v a n i z e d . WT 4 . Al l t r u s s e s s h a l l b e s p a c e d a t 2 4 " o . c . , u n l e s s n o t ed o t h e r w i s e . WT 5 . Al l s t a n d a r d , h i p , v a l l e y , s c i s s o r , g i r d e r a n d o t h e r m i s c . t r u s s e s a n d s u p p l e m e n t a l r o o f f r a m i n g n o t s ho w n , s h a l l be d e s i g n e d a n d p r o v i d e d b y t h e t r u s s m a n u f a c t u r e r an d c o n t r a c t o r . T r u s s m a n u f a c t u r e r a n d c o n t r a c t o r s ha l l b e re s p o n s i b l e f o r t h e f i n a l t r u s s l a y o u t . WT 6 . Al l t r u s s l a y o u t s , p r o f i l e s a n d c o n f i g u r a t i o n s a r e co n c e p t u a l . F i n a l l a y o u t a n d d e s i g n s h a l l b e b y t r u ss ma n u f a c t u r e r / s u p p l i e r . WT 7 . Gi r d e r t r u s s d e s i g n l o a d i n g s h a l l t a k e i n t o a c c o u n t a d d i t i o n a l c o n c e n t r a t e d l o a d s f r o m o t h e r t r u s s e s . WT 8 . Se e a r c h i t e c t u r a l d r a w i n g s f o r a c t u a l d i m e n s i o n s , r oo f o v e r h a n g s , f a s c i a h e i g h t s , e t c . WT 9 . Al l c o n n e c t o r s s h a l l b e S i m p s o n S t r o n g - T i e C o m p a n y , g a l v a n i z e d . A l l c o n n e c t o r s n o t s h o w n o n d r a w i n g s s ha l l b e de s i g n e d b y t h e t r u s s m a n u f a c t u r e r , e x c e p t t h e f o l l ow i n g : Tr u s s W o o d t o W o o d C o n n e c t i o n s : En d o f S i n g l e T r u s s t o D o u b l e T o p P l a t e : H 2 . 5 T ( 5 4 5 l b u p l i f t , 1 3 5 l b s h e a r ) En d o f g i r d e r t r u s s t o p e r p e n d i c u l a r t o p p l a t e : L G T 2 2 - p l y g i r d e r t r u s s ( 2 0 5 0 l b u p l if t ) LG T 3 - S D S 2 . 5 3 - p l y g i r d e r t r u s s ( 3 6 8 5 l b u p l i f t ) LG T 4 - S D S 3 4 - p l y g i r d e r t r u s s ( 4 0 6 0 l b u p l i f t ) En d o f g i r d e r t r u s s t o n o n - p e r p e n d i c u l a r t o p p l a t e : M S T 1 2 Ea c h s i d e o f g i r d e r t r u s s Tr u s s W o o d t o M a s o n r y C o n n e c t i o n s : En d o f S i n g l e G i r d e r T r u s s t o D o u b l e T o p P l a t e : H1 6 - 2 S ( 1 4 7 0 l b u p l i f t , P r o v i d e a d d i t i o n a l t i e - d o w n s i f tr u s s i s w i d e r t h a n 3 " ) 06 1 7 5 3 M A N U F A C T U R E D W O O D T R U S S E S N O T E S DESIGN TABLE Model Building Code:2012 International Building Code Local Building Code:Indiana Building Code 2014 Model Code Standard:ASCE 7-10 Steel Standard:AISC 360-10 Steel Seismic Standard:AISC 341-10 Concrete Standard:ACI 318-11 Masonry Standard:ACI 530-11 Wood Standard:AITC/APA/NDS Current Ed.Risk Category:IINormal Risk ROOF DESIGN LOADSDeadLiveSnow Main19.0 psf20.0 psf20.0 psf Upper Mech Roof19.0 psf125.0 psf20.0 psf 30.0 psf0.0 psf 40.0 psf0.0 psf FLOOR DESIGN LOADSDeadLivePartition 1st88.0 psf80.0 psf20.0 psf 2nd typ33.0 psf50.0 psf15.0 psf 2nd File Rooms33.0 psf250.0 psf 4 SOILSSpreadWall Allowable Bearing Pressure, qa:5000 psf4000 psf Soil Density, γt:125 pcf SLAB ON GRADE Compacted Fill Thickness:6 in Compaction Specification:95% Modified Proctor D-1557 LATERAL EARTH PRESSURES Active:40 psf At-Rest:60 psf Passive:400 psf GROUNDWATER Design Elev. Below SOG:5.00 ft Saturated Soil Density:125 pcf DEEP FOUNDATIONS Type:Drilled Piers ASD Capacity (Compression):50.00 k ASD Capacity (Tension):-25.00 k ASD Capacity (Lateral):10.00 k SNOW DESIGN CRITERIA Ground Snow Load, Pg:20 psf Flat Roof Snow Load, Pf:14 psf Importance Factor, Is:1.0 Exposure Factor, Ce:1.0Partially Thermal Factor, Ct:1.0Heated Warm Slope Factor, Cs:1.0 WIND DESIGN CRITERIA Ultimate Wind Speed, Vult:115 mph Design Wind Speed, VASD:90 mph Enclosure Class:Enclosed Internal Pressure Coefficient, GCpi:0.18 SEISMIC DESIGN CRITERIA Importance Factor, Ie:1.00 Mapped Spectral Response, SS:0.178 Mapped Spectral Response, S1:0.089 Site Class:C Design Spectral Response, SDS:0.142 Design Spectral Response, SD1:0.101 Seismic Design Category, SDC:B Overstrength Factor, Ω:3 Seismic Response Coefficient, CS:0.022 Response Modification Coeff., R:6.5 Unfactored Design Base Shear, V:2.2% W Analysis Procedure:ELFA Basic Seismic-Force-Resisting System:A. Bearing Wall Systems 15. Light-frame (wood) walls sheathed with wood structural panels rated for shear resistanceSSROCPROFE.AIGNNIOLAERERSASTATE OF860325 NNIDNo.AENIRMIEDEGNTSEYMOCDEc1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers317-580-0402 www.mccomaseng.comMcCOMASENGINEERING MEI 15319Sheet Number:Sheet Title:Set Issue Date Last Revision Date:Drawn By:Sheet Issue Date Checked By:THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. 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PA R A L L E L S T R A N D L U M B E R PT PR E S S U R E T R E A T E D PT N PA R T I T I O N R RA D I U S RD RO O F D R A I N RE F RE F E R E N C E RE I N F RE I N F O R C E ( D ) ( I N G ) ( M E N T ) RE Q ' D RE Q U I R E D RE V RE V I S I O N / R E V I S E D RO RO U G H O P E N I N G RR D RO O F R E L I E F D R A I N RT N RE T U R N RT U RO O F T O P U N I T RW RE T A I N I N G W A L L SC H E D SC H E D U L E SE C T SE C T I O N SH T SH E E T SI M SI M I L A R SJ SA W C U T J O I N T SJ I ST E E L J O I S T I N S T I T U T E SL SL O P E D SP A SP A C E ( S ) SP E C S SP E C I F I C A T I O N S SQ SQ U A R E SS ST A I N L E S S S T E E L SS L SH O R T S L O T T E D H O L E S ST D ST A N D A R D ST I F F ST I F F E N E R S ST L ST E E L ST R U C T ST R U C T U R A L SY M M SY M M E T R I C A L T& B TO P A N D B O T T O M T& G TO N G U E A N D G R O O V E TB TI E B E A M TC TO P C H O R D TC X TO P C H O R D E X T E N S I O N TE M P TE M P E R A T U R E TF TR E N C H F O O T I N G TH K TH I C K TH K S TH I C K E N E D S L A B TH R ' D TH R E A D E D TL TO T A L L O A D TO P ' G TO P P I N G TR A N S TR A N S V E R S E TY P TY P I C A L UN O UN L E S S N O T E D O T H E R W I S E VE R T V E R T I C A L VI F VE R I F Y I N F I E L D w/ WI T H WD WO O D WO WI N D O W O P E N I N G ( M A S O N R Y ) WP WO R K I N G P O I N T WT WE I G H T WW F WE L D E D W I R E F A B R I C EL E V A T I O N T O P A N D B O T T O M O F L I S T T/ "E L E V A T I O N , T O P O F " B/ "E L E V A T I O N , B O T T O M O F " T/ B B TO P O F B O N D B E A M T/ B M TO P O F B E A M T/ C O N C TO P O F C O N C R E T E T/ F TO P O F F O O T I N G T/ L D G TO P O F L E D G E T/ M A S TO P O F M A S O N R Y T/ P TO P O F P I E R T/ S L A B TO P O F S L A B T/ S T L TO P O F S T E E L T/ W TO P O F W A L L T/ G B TO P O F G R A D E B E A M T/ C A I S TO P O F C A I S S O N B/ P L BO T T O M O F P L A T E B/ F BO T T O M O F F O O T I N G SP E C I A L C H A R A C T E R S ° DE G R E E ± PL U S O R M I N U S EL E V A T I O N Ø DI A M E T E R AR AN C H O R R O D S AB V AB O V E AC I AM E R I C A N C O N C R E T E I N S T I T U T E AD D ' L AD D I T I O N A L AD H AD H E S I V E AD J AD J A C E N T AE S S AR C H I T E C T U R A L L Y E X P O S E D ST R U C T U R A L S T E E L AF F AB O V E F I N I S H E D F L O O R AG G R AG G R E G A T E AH U AI R H A N D L I N G U N I T AI S C AM E R I C A N I N S T I T U T E O F ST E E L C O N S T R U C T I O N AI S I AM E R I C A N I R O N A N D ST E E L I N S T I T U T E AL U M AL U M I N U M AL T AL T E R N A T E AP P R O X AP P R O X I M A T E AR C H AR C H I T E C T AR C H ' L AR C H I T E C T U R A L AS T M AM E R I C A N S O C I E T Y O F TE S T I N G M A T E R I A L S AW S AM E R I C A N W E L D I N G S O C I E T Y L AN G L E BA L BA L A N C E BB BO N D B E A M B/ B BA C K T O B A C K BC BO T T O M C H O R D BD BO A R D BL D G BU I L D I N G BL K BL O C K BL W BE L O W BM BE A M BO T T BO T T O M BP BE A R I N G P L A T E BR D G BR I D G I N 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