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16 Bardwell 2012-12-0417 - 6 " 17 ' - 6 " W 1 2 x 2 2 L= 2 1 ' + / - W 1 2 x 2 2 L = 3 0 ' + / - Co n t i n u o u s HS S 4 x 4 x 3 / 8 2 x 1 2 D o u g F i r @ 1 6 " c - c Al t e r n a t e : 1 2 " C S J 1 6 g a Di e t r i c h L i g h t g a g e Sh e a r Wa l l Sh e a r Wa l l Sh e a r Wa l l Sh e a r Wa l l Sh e a r Wa l l 0 f t . 2 f t . 4 . 8 i n . 4 f t . 8 f t . Fo u n d a t i o n Fi r s t F l o o r Ro o f F r a m i n g Sh e a r W a l l s / W i n d o w s A A’ Project Specifications – Scope of Work - Building Addition Only All work to be per Massachusetts Building Code, 8th Edition, 780 CMR IEBC 2009, IBC 2009 and good local practice. Addition per IEBC Chapter 10. See 1003.3.2 (Horizontal Addition, self supporting) Design Loads: Use Group: F, Factory Proposed Construction: Type III A Area = 540 SQFT Occupancy Category 1, Moderate hazard - woodworking, Existing Bldg. Sprinklered. Addition to be Sprinklered Roof: 55 LL (Ground Snow load + drifting) 10 psf DL 1st Floor: Uniform = 200 psf 75 psf DL Wind: V = 100 mph (3 sec gust) Exp. B General Notes: Contractor responsible for all temporary shoring and earth support Means and methods of construction by Others Contractor to field verify all dimensions prior to ordering components. Fit up by Contractor Shop drawings shall be reviewed by Engineer, Contractor shall follow all applicable OSHA regulations Do Not Scale Drawing Electrical and Mechanical features by Others. Concrete:Shall be f’c = 4,000 psi @ 28 days min. compressive strength (Slab) 3,000 psi(foundation wall, footings, piers)Recommend FiberMesh or Buckeye polymer fiber additive in slabRebar shall be Grade 60 deformed bar, ASTM A-615Minimum lap splices shall be 40 bar diametersWWF shall be used in sheet form only, rolls not permittedProtect concrete from cold weather as per ACI Report 306R-88 Steel:Wide flange beams shall be grade ASTM A992 (Fy = 50 ksi)Plate and angle shall be Grade A36Columns shall be ASTM Grade A500 B Bolts:Hex Bolts shall be Grade A 325TC typeFabricator shall design shear connections for ½ of uniform load tablevalue per AISC 9th ed, Welding:Use E70XX series electrodesWork per AWS D1.1 specifcations and performed byAWS certified welder Anchor Bolts/Rod:Anchor bolts shall meet ASTM A-307 requirements.Threaded rod shall meet A-36 requirements.Epoxy adhesive shall be by Hilti (HY-150), PowersFast, Simpson Strong-Tie (Epoxy Tie)Acrylic adhesives are not permitted.Mechanical anchors shall be as indicated by Simpson Strong-Tie Lumber:Douglas Fir, #1 or btrSheathing- roof 5/8" CDX, curtain wall, 5/8" CDXMetal connectors by Simpson Strong-Tie Light Gage Steel Products:By Dietrich Industries Analytical Engineering,Inc.Consulting Engineers Granby, MA 01033 413.467.3141 billshaheen@analytical-engineering.comScaleDrawn by:Building Addition Florence Casket Co.Bardwell Street, Florence, MAAs noted Copyright, AEI, 2012 All Rights ReservedS-1 B B’ B B’ A A’ B B’ 30'-0" C C’ C C’ C C’ 30 " So n o t u b e Pi e r 20'-0" Ar c h Op e n i n g Ar c h Op e n i n g Ar c h Op e n i n g Ar c h Op e n i n g 8" Sp l i t F a c e CM U Ty p . 17 ' - 6 " 8" R C Fo u n d a t i o n Wa l l Eg r e s s Op e n i n g No n - be a r i n g CM U wa l l #5 V e r t B a r 32 " c - c Du r - o - w a l St a n d a r d T r u s s ev e r y c o u r s e Ty p . Ex i s t i n g B l d g . Existing Bldg. Ex i s t i n g B l d g L i n e . Existing Bldg Line. 24 " x 1 2 " RC Wa l l F o o t i n g No t e : P i e r Wi d t h i n c r e a s e s to a c c e p t HS S HS S 4 x 4 x 3 / 8 HS S 4 x 4 x 3 / 8 1 1 D D’ 36 "14 " Wi n d o w s si z e d a n d sp e c f i e d by Ot h e r s Bo n d b e a m Li n t e l a t t o p 2, # 5 s Ty p . 7 West Header Ma s o n r y : CM U s h a l l b e f ’ c = 3 , 0 0 0 p s i @ 2 8 d a y s m i n . c o m p r e s s i v e s t r e n g t h Mo r t a r s h a l l b e T y p e N p e r A C I 5 3 0 Gr o u t s h a l l b e o f p o r t l a n d c e m e n t a n d A S T M C - 4 7 6 16 ' - 0 " In t e r i o r F i n i s h e d C l e a r 2' Va n t e c h 4 8 0 20'-0" Si m p s o n Hu r r i c a n e cl i p Ty p . 18 ' - 0 " 3' w i d e e g r e s s do o r L= 1 8 . 3 7 5 ' x W = 1 1 . 7 5 ' So i l s : Gr a n u l a r F i l l s h a l l m e e t t h e f o l l o w i n g : Pa s s i n g 2 " s i e v e : 1 0 0 % by 1 " 8 0 % m a x . we i g h t #2 0 0 4 - 1 2 % So i l s s h a l l b e n o n - p l a s t i c m i n e r a l s o i l s , n o o r g a n i c s , sh a l l n o t b e p l a c e d f r o z e n o r o n f r o z e n g r o u n d 36 " x 3 6 " L a n d i n g St a i r s 7 " r i s e r s / 1 1 " t h r e a d Ra i l i n g h e i g h t , d i m e n s i o n s an d s t r e n g t h r e q u i r e m e n t s by 7 8 0 C M R C h a p t e r 1 0 Wa l l I n s u l a t i o n : Ic y n e n e M D - C - 2 0 0 C l o s e d C e l l R = 6 . 5 p e r i n c h Al l o w 6 " b e t w e e n i n s i d e o f C M U b l o c k w a l l a n d i n t e r i o r f i n i s h e d w a l l f o r : Me t a l s t u d s 3 5 / 8 " In s u l a t i o n t h i c k n e s s f i l l e d c a v i t y = R 2 0 + wo o d f u r r i n g o r r e s i l e n t c h a n n e l ¾ " 5/ 8 " T y p e X G y p s u m B o a r d 5 / 8 " 2 2 8 8 Bo n d b e a m Li n t e l a t t o p 2, # 5 s Ty p . Bo n d b e a m Li n t e l a t t o p 2, # 5 s Ty p . 31'-0" 16 " c - c East Header 2, # 5 s V e r t i c a l al o n g o p e n i n g ea c h s i d e T y p . Va n t e c h 4 8 0 sp e c i f i c a t i o n 1 CMU Cavity w / MD-C-200 Furring/RC and 5/8" Type X Ve r i f y 36 " x 3 6 " L a n d i n g St a i r s 7 " r i s e r s / 1 1 " t h r e a d Ra i l i n g h e i g h t , d i m e n s i o n s an d s t r e n g t h r e q u i r e m e n t s by 7 8 0 C M R C h a p t e r 1 0 D D’ Architectural details by Others.All Fire Resistance assemblies shall be constructed in accordance with approved and documented construction details.See cut sheets provided for technical information 3 Sept 2012 WAS 9 9 24 " x 1 2 " R. C . F t g . 6" R . C . Sl a b (2 ) # 5 @ 3 2 " Ve r t i c a l w/ h o o k #4 s L o n g i t u d i n a l Co m p a c t e d Gr a n u l a r F i l l #4 s Lo n g i t u d i n a l 6 m i l Po l y va p o r b a r r i e r 2" E P S Co m p a c t e d S u i t a b l e S u b g r a d e VE R I F Y 1 12 Ty p i c a l S e c t i o n A - A ’ Ty p i c a l S e c t i o n B - B ’ To b e in f i l l e d w / CM U Existing Building E x i s t i n g F l o o r E l e v . = 1 0 0 . 0 0 Le v e l El e v a t i o n Analytical Engineering,Inc.Consulting Engineers Granby, MA 01033 413.467.3141 billshaheen@analytical-engineering.comScaleDrawn by:Building Addition Florence Casket Co.Bardwell Street, Florence, MAAs noted Copyright, AEI, 2012 All Rights ReservedS-2 New Space 8. 5 ' + / - 30 " d i a . So n o t u b e 6, # 5 v e r t i c a l #4 h o o p s @ 1 8 " Co m p a c t e d Gr a n u l a r F i l l (s e e s p e c i f i c a t i o n ) Ma t c h Ex i s t i n g El e v a t i o n 2"EP S In s u l a t i o n e. g . St y r o f o a m Fo a m u l a r 6" T h i c k R C S l a b #4 s @ 1 2 " E W Typical Wall Section D-D’#5 @ 32"Vertical w/ grout Dur-o-wal Standard every course #5 D o w e l s 3 2 " c - c in t o C M U pr o v i d e 2 4 " e m b e d m e n t Co o r d i n a t e M a s o n r y C o n t r a c t o r w i t h Fo u n d a t i o n C o n t r a c t o r r e : a l i g n m e n t 4' M i n . Ex i s t i n g G r a d e - A p p r o x . .. . .. . 12 ' 1 " Fi e l d M e a s u r e d 24 A u g 1 2 Ro o f an d fl a s h i n g de t a i l s by O t h e r s Ex i s t i n g Wi n d o w 24 " d o w e l em b e d m e n t Se e S- 3 , R o o f P r o f i l e 3 Sept 2012 WAS No t e : Sl a b / W a l l ti e - i n TB D Se c t i o n C - C ’ 4' Bo t t o m o f Ex i s t i n g Bu i l d i n g Fo o t i n g (O b s e r v e d ) 5' EL = 1 0 0 . 0 0 In f i l l M a s o n r y Ty p . Eg r e s s D o o r w a y by O t h e r s Ap p r o x . Bo t t o m of g r a n i t e si l l To p o f Ex i s t . s l a b Ap p r o x . ro o f i n t e r s e c t i o n p o i n t Analytical Engineering,Inc.Consulting Engineers Granby, MA 01033 413.467.3141 billshaheen@analytical-engineering.comScaleDrawn by:Building Addition Florence Casket Co.Bardwell Street, Florence, MAAs noted Copyright, AEI, 2012 All Rights ReservedS-3 In f i l l M a s o n r y Ty p . In f i l l M a s o n r y Ty p . 1: 1 2 + / - 12 ' - 1 " a t b o t t o m o f w i n d o w s i l l ( e x t . ) 10 ' - 5 " m i n . 9' m i n . Fi n i s h e d Cl e a r Fr a m i n g d i m e n s i o n s o n l y al l o w f o r 5 / 8 " f o r T y p e X a n d f o r ¾ " f u r r i n g s t r i p s Ro o f P r o f i l e Fi e l d V e r i f y be f o r e Co n s t r u c t i o n Ap p r o x . ro o f i n t e r s e c t i o n p o i n t - v e r i f y 17 . 5 ' + / - 3 Sept 2012 WASRoof Materials Covering:Carlisle EDPM 45 mil thickness “Sure-Tough” reinforced membrane Mechanically Fastened Roofing System Per Carlisle Roofing System latest specification and details 100 MPH design wind speed Class C rating Flashing as per Carlisle details Roof Insulation:As per IBC 2009, Chapter 15 for low-slope roof systems Icynene MD-C-200 closed-cell to achieve R - 38 See Carlisle Table VI for alternates Ov e r h a n g le n g t h T B D Pe r f o r a t e d Vi n y l So f f i t / Al u m i n u m Tr i m In t e r i o r F i n i s h e d C l e a r = 1 6 ' m i n . Ex i s t i n g Cl a y B r i c k Wa l l En d C o l u m n s - T y p . PL 4 x 8 x 5 / 8 " 3/ 4 " A3 2 5 T C St i f f e n e r s PL 1 . 5 x 6 x 3 / 8 " PL 6 x 8 x 3 / 4 " An c h o r B o l t s A3 0 7 ¾ x 1 8 " 1 Analytical Engineering,Inc.Consulting Engineers Granby, MA 01033 413.467.3141 billshaheen@analytical-engineering.comScaleDrawn by:Building Addition Florence Casket Co.Bardwell Street, Florence, MAAs noted Copyright, AEI, 2012 All Rights ReservedS-4 We l d ¼" f i l l e t 4" e a c h s i d e PL 8 x 8 x 5 / 8 " We s t H e a d e r A n c h o r a g e - T y p . 7 HSS Column, Typ. 5/ 8 " x 1 8 " an c h o r s bo l t s 2x 1 2 S i l l P l a t e 5/ 8 " a n c h o r b o l t s 16 " l o n g 2x 1 2 R i m B o a r d Simpson Skewable Face Mount Hanger (Typ.)Bond Beam Window / Door Typ. No r t h / S o u t h W a l l D e t a i l s - T y p . 8 Sh e a r W a l l Du r - o - W a l E v e r y C o u r s e Sa m e a t ce n t e r Co l u m n Du r - o - W a l E v e r y C o u r s e ...... 3 Sept 2012 WAS 36 " 14 " Fo u n d a t i o n W a l l a t E n d C o l u m n s 9 8" Fo o t i n g b e l o w 8" C M U A b o v e 8" C M U A b o v e 8" C M U A b o v e Se e R o o f D e t a i l N o t e s