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HomeMy WebLinkAboutAlbin - South 8th Remodel and Addition - West Park Add Lots 1 & 2 - 103 So 8th Ave -v3-008 - Details - page 1* G e n e r a l C o n t r a c t o r i s e x p r e s s l y r e s p o n s i b l e f o r c o d e a d h e r e n c e c D a t e : mobile #: phone #: Project No. D r a w n b y : D a t e : Scale: GENERAL CONTRACTOR: R e v i s e d b y : D r a f t i n g & D e s i g n , I n c . B19-0307-4So. 8th Remodel And Addition 103 SO. 8TH AVENUE BOZEMAN, MONTANA BROCK ALBIN West Park Addition, Block 4 - Lots 1&2D . J o h n s t o n 1 0 A p r 1 9 D . J o h n s t o n 1 5 M a y 1 9 T h e s e d r a w i n g s a r e l i c e n s e d f o r O N E U S E O N L Y . D . J o h n s t o n 2 2 M a r 1 9 D . J o h n s t o n 0 2 A p r 1 9 D . J o h n s t o n 2 9 M a y 1 9 IMPACT DRAFTING & DESIGN, inc. www.impactdrafting.com 2 0 1 9 Brentwood Professional Center 1195 Stoneridge Dr., Suite 3D Bozeman, MT. 59718 406-522-5382 A l l r i g h t s r e s e r v e d . A l l d e s i g n s , d r a w i n g s , i d e a s , a n d w r i t t e n m a t e r i a l c o n t a i n e d o r d e s c r i b e d h e r e i n a r e t h e s o l e p r o p e r t y o f I M P A C T D r a f t i n g & D e s i g n I n c . a n d a s s u c h m a y n o t b e a l t e r e d , d u p l i c a t e d , u s e d o r d i s c l o s e d w i t h o u t w r i t t e n c o n s e n t f r o m I M P A C T D r a f t i n g & D e s i g n I n c . scale is correct if printed on D-Size paper by IMPACT Drafting Note: IMPACT Drafting & Design Inc. is not responsible for engineering or construction. Individual contractors are responsible for meeting codes. I M P A C T 8 1 0 varies N o t e s D e t a i l s T h i s p l a n d r a w n i n a c c o r d a n c e w i t h t h e : - 2 0 1 2 I n t e r n a t i o n a l R e s i d e n t i a l C o d e - 2 0 1 2 I n t e r n a t i o n a l M e c h a n i c a l C o d e - 2 0 1 2 I n t e r n a t i o n a l F u e l G a s C o d e - 2 0 1 2 I n t e r n a t i o n a l E n e r g y C o n s e r v a t i o n C o d e - 2 0 1 2 U n i f o r m P l u m b i n g C o d e - 2 0 1 4 N F P A 7 0 ( N a t i o n a l E l e c t r i c a l C o d e ) P l a n f o l l o w s t h e p r e s c r i p t i v e c o d e f o r S e i s m i c D e s i g n C a t e g o r y = D 1 D e s i g n W i n d L o a d = 9 0 m p h ( 3 s e c g u s t ) e x p o s u r e C B a s i c G r o u n d S n o w L o a d = 4 6 P S F B u i l d e r / O w n e r t o i s r e s p o n s i b l e f o r v e r i f y i n g a c c u r a c y a n d a p p r o p r i a t e n e s s W i n d o w s S i z e s a r e l i s t e d i n I n c h e s D o o r S i z e s a r e l i s t e d i n F e e t a n d I n c h e s W i n d o w A b b r e v i a t i o n s A R = A r c h e d A W = A w n i n g C S = C a s e m e n t D H = D o u b l e H u n g F X = F i x e d S H = S i n g l e H u n g S L = S l i d e r ( o r G l i d e r ) * S i z e s a r e n o m i n a l a n d m a y v a r y b y m a n u f a c t u r e r . T Y P I C A L S T A I R S E C T I O N d o n o t s c a l e M a y 2 0 1 2 - d w j 3 s t r i n g e r s t o b e e n g i n e e r e d l u m b e r o r 2 x 1 2 # 2 D o u g l a s F i r o r b e t t e r S T A I R N O T E S : S T A I R R U L E S ( I R C R 3 1 1 , R 3 1 2 ) T Y P I C A L S T A I R S : - M I N . F I N I S H E D W I D T H = 3 6 " - M A X H A N D R A I L P R O J E C T I O N = 4 1 2 " e a c h s i d e A = - M I N . F I N I S H E D H E A D C L E A R A N C E I S 6 ' - 8 " ( I M P A C T R E C O M M E N D S M I N . 6 ' - 1 0 " ) B = - M I N . T R E A D D E P T H = 9 " , W / N O S I N G B E T W E E N 3 4 " a n d 1 3 4 " ( I M P A C T T Y P I C A L L Y R E C O M M E N D S 1 0 " T R E A D W I T H 1 " N O S E ) C = - M I N . R I S E = 4 " , M A X R I S E = 8 1 4 " S P I R A L S T A I R S - M I N . W I D T H = 2 6 " - M I N . T R E A D D E P T H @ 1 2 " F R O M N A R R O W E N D = 7 1 2 " - M A X R I S E = 9 1 2 " - M I N . H E A D H E I G H T = 6 ' - 6 " A L L S T A I R S - E N C L O S E D A C C E S S I B L E S P A C E U N D E R S T A I R S T O H A V E 1 2 " G Y P . B O A R D O N A L L S U R F A C E S H A N D R A I L S ( R E Q U I R E D F O R 3 O R M O R E R I S E R S ) D = - M I N . 3 4 " , M A X . 3 8 " A B O V E T R E A D ( I M P A C T R E C O M M E N D S 3 6 " ) - M I N . 1 1 2 " B E T W E E N H A N D R A I L A N D W A L L - G R I P S I Z E P E R I R C R 3 1 1 . 5 - M A Y H A V E N E W E L P O S T A T T U R N S - M A Y H A V E V O L U T E , T U R N O U T O R S T A R T I N G E A S I N G A T L O W E S T T R E A D G U A R D R A I L S ( R E Q U I R E D F O R 3 0 " A B O V E F L O O R ) ( O P E N S T A I R S W / R I S E 3 0 " O R M O R E ) - M I N . 3 6 " I N H E I G H T F O R P O R C H E S , B A L C O N I E S E T C . - M I N . 3 4 " F O R S T A I R S V E R T I C A L L Y F R O M N O S E O F T R E A D E = - I N T E R M E D I A T E R A I L S D O N O T A L L O W P A S S A G E O F 4 " S P H E R E F = - T R I A N G U L A R A R E A F O R M E D B Y R I S E R & B O T T O M R A I L D O N O T A L L O W P A S S A G E O F 6 " S P H E R E s t a i r h e a d e r t o b e e n g i n e e r e d l u m b e r o r 2 x 1 2 w . s t r i n g e r s a t t a c h e d b y h a n g e r o r a p p r o v e d c o u n t e r b l o c k i n g a n d n a i l i n g p a t t e r n b l o c k b e t w e e n s t r i n g e r s a t b o t t o m a n d c o n n e c t w i t h 1 6 d n a i l s PRODUCT TYP.BASE PLATE MANUFACTURERSIMPSONUSPAB66PB66HANGERITTTHO SIMPSON TO USP CONNECTOR CONVERSIONJB28JL28STRAPMSTA 24MSTA24MSTA 48MSTA 49LTP4MP4FHURRICANE TIESA35MPA1H1RT15H2.5RT7Example of raked gable-end wall(with scissors gable end frame)FIGURE B3-42A bottomchordplane Raked Gable End FrameExample of balloon-framedGable-End wall.*fire-blocking not shown for clarityFIGURE B3-41 Balloon-Framed Gable End Wall (c)IDDI 2015 - dwj(c)IDDI 2015 - dwj The Building Designer may decide to design aballoon-framed end wall, which eliminates the need for aGable End Frame (see figure B3-41). If a Gable EndFrame is used, it must match the profile of the adjacenttrusses so that proper bottom chord plane bracing canbe installed (see figure B3-42A) unless special bracing isdesigned to support the end wall.* CONTRACTOR NOTE:ICE BARRIER IS REQUIRED (R905.2.7.1)Shall extend from lowest edges of allroof surfaces to a point at least 24"inside the exterior wall line of thebuilding.Requirement may be met with: - Titanium Peel and Stick - Weatherwatch - Tarco Ice and Weather Armour - CCW Water and Ice Protection(c)IDDI 2018 - dwj Gable End TrussConnection Detail