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Hulsberg structual drawingsN T S ( U . O . N . ) C - 1 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O V E R S H E E T THE TRUSS SHOP DRAWINGS HAVE BEENREVIEWED FOR CONFORMANCE WITHTHE DESIGN CONCEPT OF THIS PROJECT.THIS DOES NOT RELIEVE THE CONTRACTOROF RESPONSIBILITY FOR ANY DEVIATIONFROM THE REQUIREMENTS OF THE SHOPDRAWINGS. CONTRACTOR SHALL DETERMINEAND VERIFY ALL FIELD MEASUREMENTS. T H E S E D R A W I N G S H A V E B E E N D I G I T A L L Y S I G N E D I N A C C O R D A N C E W I T H F L O R I D A S T A T U T E S TRUSS SHOP DRAWING APPROVALTRUSS MANUFACTURER : ACCU-SPAN TRUSS COMPANYTRUSS PROJECT / JOB ID : 20933DIGITAL SIGNATURE DATE : 08-23-18 E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J PINNACLE HOMESPARCEL #1 DUTTON ISLA N D Dutton Island Drive (1891- A ) DESIGN SPECIFICATIONS:Project has been designed in accordance with the 6th Edition (2017) Florida BuildingCode, Residential, and the Florida Building Code, Existing Building (as applicable).DESIGN CRITERIA:Wind Design MethodASCE 7-10Basic Wind Speed:130 mphBuilding Risk Category:IIWind Exposure:B (Enclosed Structure)Building Classification:ResidentialBuilding Type:Type V ConstructionWind-Borne Debris:NOT located in the wind-borne debris regionUnless otherwise noted, project site considerations shall be the responsibility of theowner and/or contractor. Examples of such items include, but shall not be limited to,determination of grade elevations, drainage features, and special requirementsassociated with FEMA flood hazard and/or DEP zones.DESIGN DEAD LOADS:Floors:The design floor dead load of 12 psf assumes a floor system utilizing wood decking orwood subflooring over wood truss, wood I-joist, or solid sawn lumber framing. The floorcovering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall benotified if the floor coverings differ from the noted assumptionsRoofs:Metal or Shingle:10 psf (Rafters) 7 psf (Wood Truss)Concrete or Clay Tile:15 psfRefer to Architectural Plans for Roof Covering SystemDESIGN LIVE LOADS:Floors:Exterior Balconies:40 psfExterior Decks:40 psfStairs:40 psf (or 300 lb point load)Garages:50 psf (or 2000 lb point load)All Other Areas:40 psfAttics:Without Storage:10 psfWith Limited Storage:20 psfWith Storage:30 psf (fixed stair access)Roofs:Less than 4:12 slope:20 psf4:12 slope or greater:16 psfDEFLECTION CRITERIA:Walls:Wind loads with plaster or stucco finish:L/360Wind loads with other brittle finishes:L/240Wind loads with flexible finishes:L/120 or L/180** L/180 for exterior walls with interior gypsum board finish.Floors:Live Load:L/480 *Total Load:L/240 ** Increased floor stiffness may be required by floor covering manufacturerRoofs:Live Load:L/240Total Load:L/180 GENERAL NOTES : 1.2.3.4.5.6.7.8.CONCRETE:1.2.3.4.5.6.7. 8 . 9 . 1 0 . 1 1 . 1 2 . 1 3 . 1 4 . M A S O N R Y : G e n e r a l : 1 . 2 . 3 . 4 . C o n c r e t e M a s o n r y ( C M U ) : 1 . 2 . 3 . 4 . 5 . 6 . The scope of th e s e p l a n s i s l i m i t e d t o t h e s t r u c t u r a l r e q u i r e m e n t s o f t h i s p r o j e c t . Architectural, ci v i l ( s i t e ) , e l e c t r i c a l , m e c h a n i c a l ( p l u m b i n g a n d H V A C ) , w a t e r p r o o f i n g , and flashing re q u i r e m e n t s a r e n o t a d d r e s s e d i n t h e s e p l a n s . It is the intent of t h e E n g i n e e r o f R e c o r d ( E n g i n e e r ) t h a t t h i s w o r k b e p e r f o r m e d i n conformance wi t h a l l r e q u i r e m e n t s o f t h e a u t h o r i t i e s h a v i n g j u r i s d i c t i o n o v e r t h i s t y p e of construction a n d o c c u p a n c y . The contractor i s r e s p o n s i b l e f o r t h e m e a n s a n d m e t h o d s o f c o n s t r u c t i o n . I t i s t h e contractor's sol e r e s p o n s i b i l i t y t o d e t e r m i n e t h e p r o c e d u r e , s e q u e n c e , a n d t e m p o r a r y bracing as to in s u r e t h e s a f e t y o f t h e b u i l d i n g a n d i t s c o m p o n e n t p a r t s d u r i n g construction.The contractor s h a l l v e r i f y a l l c o n d i t i o n s a n d d i m e n s i o n s a t t h e j o b s i t e p r i o r t o commencing w o r k . The contractor s h a l l s u p p l y , l o c a t e , a n d b u i l d i n t o t h e w o r k a l l i n s e r t s , a n c h o r s , a n g l e s , plates, opening s , s l e e v e s , h a n g e r s , s l a b d e p r e s s i o n s , o r o t h e r c o m p o n e n t s a s m a y b e required to atta c h a n d a c c o m m o d a t e o t h e r w o r k . All details and s e c t i o n s s h o w n o n t h e s t r u c t u r a l d r a w i n g s a r e i n t e n d e d t o b e t y p i c a l and shall be co n s t r u e d t o a p p l y t o a n y s i m i l a r s i t u a t i o n e l s e w h e r e i n t h e w o r k e x c e p t where indicate d o t h e r w i s e . Refer to the str u c t u r a l d r a w i n g s f o r a l l s t r u c t u r a l d e t a i l s a n d s e c t i o n s . T h e c o n t r a c t o r shall contact th e E n g i n e e r f o r c l a r i f i c a t i o n i n c a s e s o f c o n f l i c t b e t w e e n t h e s t r u c t u r a l drawings and a n y d r a w i n g s p r e p a r e d b y o t h e r s p r i o r t o c o m m e n c i n g w o r k . It is the owner's a n d / o r c o n t r a c t o r ' s r e s p o n s i b i l i t y t o o b t a i n a s o i l s e x p l o r a t i o n r e p o r t . The design of t h e p r o j e c t s t r u c t u r e a s s u m e s a n a l l o w a b l e s o i l b e a r i n g c a p a c i t y o f 2000 psf. The E n g i n e e r s h a l l b e n o t i f i e d i f s o i l c o n d i t i o n s e n c o u n t e r e d d i f f e r f r o m t h e noted assumpti o n s . A l l r e q u i r e m e n t s f o r s i t e p r e p a r a t i o n a n d s o i l c o m p a c t i o n specified in the s o i l s r e p o r t s h a l l b e f o l l o w e d u n l e s s m o r e s t r i n g e n t r e q u i r e m e n t s a r e specified in the s e p l a n s . All concrete wo r k s h a l l b e i n a c c o r d a n c e w i t h " B u i l d i n g C o d e R e q u i r e m e n t s f o r Structural Conc r e t e , " A C I 3 1 8 - 1 4 , a n d " 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 C o n c r e t e , " A C I 3 0 1 . All concrete sh a l l h a v e t h e f o l l o w i n g m i n i m u m c o m p r e s s i v e s t r e n g t h a t 2 8 d a y s : Slabs on g r a d e , f o o t i n g s , a n d m i s c . c o n c r e t e : f ' c = 2 5 0 0 p s i Structural s l a b s , w a l l s , b e a m s a n d c o l u m n s : f ' c = 3 0 0 0 p s i Designate d r a d o n z o n e s o n l y - a l l c o n c r e t e : f ' c = 3 0 0 0 p s i Cement shall c o n f o r m t o " S p e c i f i c a t i o n f o r P o r t l a n d C e m e n t " ( A S T M C 1 5 0 ) Aggregate shall c o n f o r m t o " S p e c i f i c a t i o n f o r C o n c r e t e A g g r e g a t e s " ( A S T M C 3 3 ) Water shall be c l e a n a n d f r e e o f i n j u r i o u s a m o u n t s o f o i l , a c i d s , a l k a l i s , s a l t s , o r g a n i c material or othe r s u b s t a n c e s t h a t a r e d e l e t e r i o u s t o c o n c r e t e o r s t e e l r e i n f o r c e m e n t . Reinforcing ste e l s h a l l b e A S T M A 6 1 5 G r a d e 4 0 u n l e s s o t h e r w i s e n o t e d o n t h e structural drawi n g s . A l l r e i n f o r c i n g d e t a i l s s h a l l c o n f o r m t o " D e t a i l s a n d D e t a i l i n g o f Concrete Reinf o r c e m e n t , " A C I 3 1 5 , u n l e s s d e t a i l e d o t h e r w i s e o n t h e s t r u c t u r a l drawings.Tolerances for f o u n d a t i o n a n d s l a b a l i g n m e n t a s w e l l a s p l a c e m e n t o f r e i n f o r c e m e n t shall be in acco r d a n c e w i t h " S t a n d a r d T o l e r a n c e s f o r C o n c r e t e C o n s t r u c t i o n a n d Materials," ACI 1 1 7 . F o o t i n g o r s l a b e d g e s m a y b e u p t o 1 / 2 " i n s i d e o f t h e s i l l p l a t e . A l l c o n c r e t e s l a b s o n g r a d e s h a l l b e t h e t h i c k n e s 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 o v e r m i n i m u m 6 m i l . p o l y e t h y l e n e ( v i s q u e e n ) v a p o r b a r r i e r . S l a b s s h a l l b e r e i n f o r c e d w i t h 6 x 6 W 1 . 4 x 1 . 4 W W F l a p p e d 8 " a t e d g e s a n d e n d s i n c o n f o r m a n c e w i t h A S T M - A 1 8 5 , o r f i b e r m e s h r e i n f o r c e m e n t s h a l l b e u s e d w i t h a m i n i m u m f i b e r l e n g t h o f 1 2 " t o 2 1 4 " c o m p l y i n g w i t h A S T M C 1 1 1 6 . T h e d o s a g e a m o u n t s h a l l b e 0 . 7 5 t o 3 . 0 p o u n d s p e r c u b i c y a r d i n a c c o r d a n c e w i t h 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 . S l a b s o n g r a d e s h a l l b e a r o n s t r u c t u r a l f i l l w h i c h s h a l l b e c l e a n s a n d f r e e o f d e b r i s a n d o t h e r d e l e t e r i o u s m a t e r i a l . S t r u c t u r a l f i l l s h a l l b e c o m p a c t e d t o a d e n s i t y o f a t l e a s t 9 5 % o f t h e M o d i f i e d P r o c t o r M a x i m u m D r y D e n s i t y ( A S T M D 1 5 5 7 ) . T e r m i t e p r o t e c t i o n s h a l l b e p r o v i d e d i n a c c o r d a n c e w i t h a p p l i c a b l e c o d e r e q u i r e m e n t s . I f s o i l t r e a t m e n t i s u s e d , t h e t r e a t m e n t s h a l l b e d o n e a f t e r a l l e x c a v a t i o n , b a c k f i l l i n g , a n d c o m p a c t i o n i s c o m p l e t e d . F o o t i n g s m a y b e a r u p o n u n d i s t u r b e d s o i l o r u p o n s t r u c t u r a l f i l l . S t r u c t u r a l f i l l s h a l l b e c o m p a c t e d t o a d e n s i t y o f a t l e a s t 9 5 % o f t h e M o d i f i e d P r o c t o r M a x i m u m D r y D e n s i t y ( A S T M D 1 5 5 7 ) f o r a d e p t h o f a t l e a s t t w o f e e t ( 2 ' - 0 " ) b e l o w t h e b o t t o m o f t h e f o o t i n g . T h e f o l l o w i n g m i n i m u m c o n c r e t e c o v e r s h a l l b e p r o v i d e d f o r r e i n f o r c e m e n t : 3 " C o n c r e t e c a s t a g a i n s t a n d p e r m a n e n t l y e x p o s e d t o e a r t h 2 " C o n c r e t e e x p o s e d t o e a r t h o r w e a t h e r 1 ½ " C o n c r e t e n o t e x p o s e d t o e a r t h o r w e a t h e r A l l c o n t i n u o u s r e i n f o r c i n g s t e e l i n c o n c r e t e s h a l l b e l a p - s p l i c 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 l e n g t h s : # 4 b a r s : 2 1 " m i n i m u m # 5 b a r s : 2 6 " m i n i m u m # 6 b a r s : 3 2 " m i n i m u m R e i n f o r c e m e n t i n f o o t i n g s s h a l l b e b e n t a r o u n d c o r n e r s o r c o r n e r b a r s s h a l l b e u s e d . T h e c o n t r a c t o r s h a l l p r o v i d e s p a c e r s , c h a i r s , b o l s t e r s , e t c . , n e c e s s a r y t o s u p p o r t r e i n f o r c i n g s t e e l . S u p p o r t i t e m s w h i c h b e a r o n e x p o s e d c o n c r e t e s u r f a c e s s h a l l h a v e e n d s w h i c h a r e p l a s t i c t i p p e d o r s t a i n l e s s s t e e l . A l l m a s o n r y w o r k s h a l l b e i n a c c o r d a n c e w i t h " B u i l d i n g C o d e R e q u i r e m e n t s f o r M a s o n r y S t r u c t u r e s , " A C I 5 3 0 - 1 3 , a n d S p e c i f i c a t i o n s f o r M a s o n r y S t r u c t u r e s , " A C I 5 3 0 . 1 - 1 3 G r o u t s h a l l c o n f o r m t o A S T M C 4 7 6 w i t h 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 o f 3 0 0 0 p s i p e r A S T M C 1 0 1 9 . G r o u t s h a l l b e m i x e d t o p r o v i d e a s l u m p b e t w e e n 8 " t o 1 1 " . M o r t a r s h a l l c o n f o r m t o A S T M C 2 7 0 a n d b e T y p e M o r S . T y p e N m o r t a r m a y b e u s e d i n b r i c k v e n e e r . T h e c o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r t h e d e s i g n a n d i n s t a l l a t i o n o f a l l f l a s h i n g . C o n c r e t e m a s o n r y u n i t s ( C M U ) s h a l l b e A S T M C 9 0 - 1 4 , H o l l o w L o a d - B e a r i n g C o n c r e t e M a s o n r y U n i t s , n o r m a l w e i g h t , w i t h a m i n i m u m c o m p r e s s i v e s t r e n g t h o f 1 9 0 0 p s i ( f ' m = 1 9 0 0 p s i ) . A l l c o n t i n u o u s r e i n f o r c i n g s t e e l i n m a s o n r y s h a l l b e l a p - s p l i c 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 l e n g t h s : # 4 b a r s : 2 0 " m i n i m u m # 5 b a r s : 2 5 " m i n i m u m # 6 b a r s : 3 0 " m i n i m u m G r o u t a l l c e l l s c o n t a i n i n g v e r t i c a l r e i n f o r c e m e n t i n 5 ' - 4 " m a x i m u m l i f t s . P r o v i d e c l e a n o u t s p e r A C I 5 3 0 . 1 - 1 3 i n t h e b o t t o m c o u r s e o f m a s o n r y w h e n t h e w a l l h e i g h t e x c e e d s 5 ' - 0 " . B e a m r e i n f o r c e m e n t s h a l l b e c o n t i n u o u s a c r o s s c o n t r o l j o i n t s . R e i n f o r c i n g s t e e l s h a l l b e A S T M A 6 1 5 G r a d e 4 0 u n l e s s o t h e r w i s e n o t e d o n t h e s t r u c t u r a l d r a w i n g s . 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 1 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : G E N E R A L N O T E S S H E E T 1 o f 2 C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . T Y P I C A L E D G E S T R I P ( 5 ) a = 3 . 4 ' T Y P I C A L I N T E R I O R Z O N E ( 4 ) W I N D O W , D O O R A N D S O F F I T P R E S S U R E S : 1 . A l l w i n d o w , d o o r a n d s o f f i t a s s e m b l i e s s h a l l b e d e s i g n e d t o w i t h s t a n d t h e d e s i g n p r e s s u r e s i n d i c a t e d b e l o w a n d s h a l l b e i n s t a l l e d i n a c c o r d a n c e w i t h t h e m a n u f a c t u r e r ' s r e q u i r e m e n t s . 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 2 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : G E N E R A L N O T E S S H E E T 2 o f 2 C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 Clay Masonry (Brick):1.2.3.4.WOOD FRAMING:1.2.3.4.5.6.7.8.9.10.11.12.Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, andHollow Brick, respectively. Grade MW shall be used.Brick veneer shall be anchored with approved ties spaced no more than 16" o.c.vertical and 16" o.c. horizontal. Additional ties shall be provided around all wallopenings greater than 16" in either direction, and shall be spaced no more than 36"o.c. and placed within 12" of the openings.Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shallhave a hook embedded in the mortar joint. Sheet metal ties shall not be less than No.22 gage by 7/8" corrugated and fastened with 1 ¾" galvanized roofing nails.Adjustable or strand wire veneer ties shall be used at CMU walls.Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used forsupporting brick veneer over openings. This angle will not be required for archedwindows where brick is self-supporting. If the length of the opening exceeds 6'-0" thenthe steel angle shall be attached to the wood framing with 38" x 3" lag screws @ 12"o.c. or Simpson 14" x 3" SDS screws @ 12"o.c.All wood framing has been designed in accordance with "National Design Specification(NDS) for Wood Construction," 2015 edition.Southern Yellow Pine member design incorporates design values for all sizes andgrades of visually graded Southern Yellow Pine dimension lumber per "SupplementNo. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published bythe Southern Pine Inspection Bureau (SPIB).All wood members exposed to weather or in contact with masonry, concrete or soilshall be treated with an appropriate preservative suitable for the exposure conditions.If ACQ treatment is used on any wood member, then all nailing shall requirehot-dipped galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50.If borate treatment is used then galvanizing is not required.Prefabricated wood trusses shall comply with NDS and "National Design Standard forMetal Plate Connected Wood Truss Construction (TPI 1-2014)."All trusses shall be designed by the Truss Manufacturer's registered Engineer.The Truss Manufacturer shall submit shop drawings and design notes with aregistered Engineer's seal for approval. Design notes shall include the rated loadcapacity of the truss to truss connectors, and the manufacturer's license to fabricatetrusses utilizing the connector system proposed. The contractor shall approvefabrication and installation drawings showing size, shape and layout.Jobsite handling and erection, including temporary bracing, during installation oftrusses shall comply with TPI / WTCA BCSI 1.All prefabricated wood trusses subjected to uplift conditions shall be securely fastenedto their supporting walls or beams with metal connectors as noted in the TrussConnection Schedule.All gable ends shall be balloon framed or braced in accordance with the applicabledetail as shown in the structural drawings.Guardrails, handrails, and guard in-fill components (Balusters and Panel Fillers) shallbe provided by others.Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum materialspecifications: LVL or ParallamLSL E=2,000,000 psiE=1,550,000 psi Fb=2,600 psiFb=2,325 psi Fc =750 psiFc =900 psi Fv=285 psiFv=310 psi 13.STRUCTURAL ST E E L : 1.2.3.4.5.6.7.8.HARDWARE AND A N C H O R S : 1.2.3.4.ROOF COVERING : 1.2.3.4.5.Fasten plies of 1 ¾ " w i d e e n g i n e e r e d l u m b e r a s f o l l o w s : 2-ply beams wi t h ( 3 ) r o w s o f 0 . 1 3 1 " x 3 ¼ " n a i l s @ 1 2 " o . c . 3-ply beams wi t h ( 3 ) r o w s o f 0 . 1 3 1 " x 3 ¼ " n a i l s @ 8 " o . c . ( e a c h s i d e ) 4-ply beams wi t h ( 2 ) r o w s o f S i m p s o n 6 ¾ " l o n g S D W s c r e w s @ 1 2 " o . c . Structural steel s h a l l c o n f o r m t o A I S C S p e c i f i c a t i o n s f o r D e s i g n a n d F a b r i c a t i o n a n d Erection of Stru c t u r a l S t e e l f o r B u i l d i n g s ( l a t e s t e d i t i o n s ) . a. Welded Con n e c t i o n s : A W S D 1 . 1 b. Structural St e e l p l a t e s : A S T M A 3 6 ( F y = 3 6 k s i ) o r A S T M A 5 7 2 ( F y = 5 0 k s i ) c. Structural St e e l W - s h a p e s : A S T M A 9 9 2 ( F y = 5 0 k s i ) d. Structural St e e l A n g l e s a n d C h a n n e l s : A S T M A 5 7 2 ( F y = 5 0 k s i ) e. Structural St e e l R e c t a n g u l a r H S S o r T u b e s : A S T M A 5 0 0 ( F y = 5 0 k s i ) f. Structural St e e l R o u n d H S S o r P i p e : A S T M A 5 0 0 ( F y = 4 6 k s i ) o r A S T M A 5 3 ( F y = 3 5 k s i ) All structural st e e l c o n n e c t i o n s a n d f a b r i c a t i o n s s h a l l c o m p l y w i t h A I S C s p e c i f i c a t i o n s . Steel shop dra w i n g s s h a l l b e p r o v i d e d t o t h e E n g i n e e r f o r a p p r o v a l p r i o r t o f a b r i c a t i o n . Holes required f o r b o l t e d c o n n e c t i o n s m a y b e d r i l l e d o r p u n c h e d . F l a m e - c u t h o l e s shall not be us e d . Bolts shall be i n s t a l l e d t o t h e " s n u g - t i g h t " c o n d i t i o n - u . o . n . All structural st e e l s h a l l b e s h o p - p a i n t e d w i t h S S P C P a i n t 1 5 ( r e d o x i d e ) p r i m e r . P r i o r to painting, ste e l w o r k s h a l l b e c l e a n e d p e r S S P C S P - 6 " C o m m e r c i a l B l a s t C l e a n i n g " . SSPC Paint 36 ( p o l y u r e t h a n e ) s h a l l b e a p p l i e d a s t h e f i n a l c o a t t o a l l s t r u c t u r a l s t e e l surfaces expos e d a n d v i s i b l e t o t h e e x t e r i o r o f t h e s t r u c t u r e . Field touch-up a f t e r i n s t a l l a t i o n w h e r e r e q u i r e d t o r e s t o r e f i n a l f i n i s h . All framing anc h o r s a n d 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 o n g - T i e , United Steel Pr o d u c t s ( U S P ) , o r E n g i n e e r a p p r o v e d e q u a l . All anchor bolts a n d t h r e a d e d r o d s s h a l l b e i n a c c o r d a n c e w i t h A S T M A 3 0 7 o r A S T M F1554, Grade 3 6 . All metal conne c t o r s a n d h a r d w a r e w h i c h a r e e x p o s e d t o t h e e x t e r i o r o r i n c o n t a c t with ACQ pres s u r e t r e a t e d l u m b e r s h a l l b e T y p e 3 1 6 s t a i n l e s s s t e e l o r g a l v a n i z e d p e r ASTM A153, C l a s s C , o r A S T M B 6 9 5 , C l a s s 5 0 . Anchor adhesi v e s s h a l l b e e i t h e r S E T - 3 G b y S i m p s o n S t r o n g - T i e o r H I T - H Y 2 0 0 b y Hilti with Florid a P r o d u c t A p p r o v a l a n d i n s t a l l e d a c c o r d i n g t o t h e m a n u f a c t u r e r ' s instructions. H o l e s s h a l l b e c l e a n e d o f a l l d e b r i s a n d b r u s h e d o u t p r i o r t o i n s t a l l a t i o n of anchor adhe s i v e . The contractor s h a l l b e r e s p o n s i b l e f o r t h e d e s i g n a n d i n s t a l l a t i o n o f t h e r o o f c o v e r i n g system.Asphalt shingle s s h a l l c o m p l y w i t h A S T M D 3 1 6 1 a n d b e i n s t a l l e d a c c o r d i n g t o t h e manufacturer's r e q u i r e m e n t s . Clay and tile ro o f s s h a l l b e i n s t a l l e d p e r t h e " C o n c r e t e a n d C l a y R o o f T i l e I n s t a l l a t i o n Manual," and t h e m a n u f a c t u r e r ' s r e q u i r e m e n t s . Standing seam m e t a l r o o f s s h a l l c o m p l y w i t h A S T M E 1 5 1 4 a n d b e i n s t a l l e d a c c o r d i n g to the manufac t u r e r ' s r e q u i r e m e n t s . The contractor s h a l l b e r e s p o n s i b l e f o r t h e d e s i g n a n d i n s t a l l a t i o n o f a l l m e t a l f l a s h i n g and valley mat e r i a l . P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . C O N T R A C T O R S H A L L V E R I F Y A L L D I M E N S I O N S U S I N G F I N A L A P P R O V E D F L O O R P L A N P R I O R T O C O N S T R U C T I O N 10'-0" 4 0 ' - 0 " 8 ' - 0 " 5 8 ' - 0 " 12'-6"12'-0"24'-6"10'-0" 4 8 ' - 0 " 5 8 ' - 0 " 11'-6" 2'-6"8'-0"2'-6" 13'-0" 24'-6" 5'-9"5'-9" 2 2 ' - 6 " 1 1 ' - 4 " 6 ' - 8 " 12'-6"4'-8"7'-4" 6'-0"℄ DOOR RECESS CJ C J 2 4 " x 2 4 " x 1 2 " P A D F O O T I N G W I T H ( 2 ) # 5 E A C H W A Y ( T Y P I C A L ) S E E D E T A I L " E " O N S D - 1 K S D - 2 KSD-2 M O N O L I T H I C BSD-1 B SD-1 BSD-1 D SD-1 H SD-2 J S D - 2 J S D - 2 B S D - 1 O R JSD-2 BSD-1 OR E M B E D D E D S T R A P A T G A R A G E D O O R O P E N I N G S E E D E T A I L " F " O N S D - 1 J SD-2 = D E N O T E S T W O S T O R Y F O O T I N G C O N D I T I O N C J = S U G G E S T E D C O N T R O L J O I N T L O C A T I O N S ( S E E D E T A I L " T " O N S D - 2 ) B S D - 1 S I M I L A R S P E C I A L E M B E D D E D S T R A P S R E Q U I R E D A T " N A R R O W W A L L S " . S E E D E T A I L " A " O N S H E E T S D - 8 . N O T E : C O N T I N U O U S F O O T I N G A C R O S S G A R A G E D O O R O P E N I N G F O U N D A T I O N P L A N 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 3 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2018 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 C O U N T Y : D U V A L FOUNDA T I O N P L A N E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . FG1 N O T E : I N S T A L L S O L I D B L O C K I N G B E T W E E N F L O O R S A T A L L S E C O N D F L O O R B U I L T - U P P O S T S . N O T E : A L L W O O D F R A M E D L O A D B E A R I N G H E A D E R S S H A L L B E M I N I M U M ( 2 ) 2 x 6 N o . 2 O R B E T T E R S Y P . I N S T A L L M I N I M U M ( 1 ) J A C K A N D ( 1 ) K I N G S T U D A T E A C H H E A D E R ( U . O . N . ) W O O D F R A M E D H E A D E R L E G E N D : S I Z E O F J A C K S O F H E A D E R Q U A N T I T Y O F K I N G S T U D S Q U A N T I T Y _ _ J _ _ K ( 2 ) 2 x _ _ H E A D E R S H E A R W A L L L E G E N D : = N O N - B E A R I N G W A L L = B E A R I N G W A L L = S H E A R W A L L S F A S T E N E D W I T H 8 d C O M ( 0 . 1 3 1 " x 2 1 2 " ) N A I L S @ 6 " O . C . O N E D G E S A N D 1 2 " O . C . O N I N T E R M E D I A T E S U P P O R T S . = S H E A R W A L L S F A S T E N E D W I T H 8 d C O M ( 0 . 1 3 1 " x 2 1 2 " ) N A I L S @ 3 " O . C . O N E D G E S A N D 1 2 " O . C . O N I N T E R M E D I A T E S U P P O R T S . = S H E A T H B O T H S I D E S O F W A L L A T I N D I C A T E D S H E A R W A L L S B S S W - 3 S W - 6 N O T E : A L L E X T E R I O R W A L L S S H A L L B E " S W - 6 " U . O . N . 1 J 2 K(2) 2x6 HEADER1 J 2 K(2) 2x6 HEADER 2 J 2 K (2) 2x 1 2 H E A D E R 2 . E M B E D D E D S T R A P A T E A C H E N D O F G A R A G E D O O R O P E N I N G S E E D E T A I L " F " O N S D - 1 3 . E A C H G A R A G E D O O R S H A L L B E R A T E D F O R A M I N I M U M D E S I G N P R E S S U R E O F 1 7 . 8 p s f ± 1 . I N S T A L L ( 1 ) M S T A 3 0 S T R A P A T E A C H E N D O F G A R A G E D O O R H E A D E R . N A I L S T R A P I N T O H E A D E R A N D J A C K S B E L O W . G A R A G E D O O R N O T E S E S D - 7 N O T E : E A C H E X T E R I O R P O S T S H A L L B E T R E A T E D 6 x 6 P O S T O N A B U 6 6 - Z P O S T B A S E . S T R A P P O S T T O E A C H B E A M A B O V E W I T H ( 1 ) H 6 - Z C L I P O R ( 1 ) M S T A 2 4 - Z . T Y P I C A L A L L P O S T S - ( U . O . N . ) S E E D E T A I L " F " O N S H E E T S D - 7 TREATED (2) 2x12 BEAM (TYPICAL) SW-3 SW-3 SW-3 (2) 2x12 HEADER CONTINUOUS TO CORNER C O N S T R U C T U S I N G A P A N A R R O W W A L L M E T H O D W I T H H E A D E R C O N T I N U O U S A C R O S S R E T U R N W A L L S ( S E E D E T A I L " A " O N S D - 8 ) SW-3 L U C 2 8 - 2 - Z H A N G E R ( 2 ) 2 x 6 B U I L T - U P P O S T ( M I N . ) ( 2 ) 2 x 6 B U I L T - U P P O S T ( M I N . ) A L I G N E D W I T H P O S T A B O V E . (2) 2x6 BUILT-UPPOST (MIN.)ALIGNED WITHPOST ABOVE.(2) 2x6 BUILT-UPPOST (MIN.)ALIGNED WITHPOST ABOVE. A S - 4 EXTEND SHEAR W A L L S H E A T H I N G UP ONTO KNEE W A L L (PENETRATION A L L O W E D F O R DUCTWORK / EL E C T R I C A L ) W A L L F R A M I N G N O T E S : 1 ) A L L F I R S T F L O O R E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H 2 x 6 S P F N o . 2 S T U D S @ 1 6 " O . C . F O R P L A T E H E I G H T S U P T O 9 ' - 1 1 8 " - U . O . N . 2 ) A L L F I R S T F L O O R I N T E R I O R B E A R I N G W A L L S S H A L L B E C O N S T R U C T E D W I T H 2 x 4 S P F N o . 2 S T U D S @ 1 6 " O . C . F O R P L A T E H E I G H T S U P T O 9 ' - 1 1 8 " - U . O . N . 3 ) T H E F I R S T F L O O R E X T E R I O R S I D E A N D R E A R W A L L F I N I S H I S " F L E X I B L E " ( H A R D I E - P A N E L S I D I N G ) T H E F I R S T F L O O R E X T E R I O R F R O N T W A L L F I N I S H I S " F L E X I B L E " ( L A P S I D I N G ) - U . O . N . N O T I F Y E N G I N E E R O F A N Y V A R I A T I O N S . ADD 3 r d P L Y T O T O P OF DO U B L E P L A T E & CONTI N U E T H R O U G H STAIRWELL W I T H N O P L A T E BRE A K S T H I S S P A N (SEE DETA I L " A " O N S - 1 0 ) N O T E : S I D E W A L L S S H A L L B E H A R D I E P A N E L S I D I N G A T T A C H E D D I R E C T L Y T O T H E E X T E R I O R S T U D S W I T H O U T O S B S H E A T H I N G . N A I L @ 6 " O . C . I N T H E F I E L D A N D O N E D G E S w / 6 d G A L V . C O M M O N . D O U B L E S T U D S A R E R E Q U I R E D A T P A N E L J O I N T S A L L W A L L S L A B E L E D A S " S W - 6 " O R " S W - 3 " S H E A R W A L L S W I L L R E Q U I R E T H E U S E O F 7 1 6 " R A T E D S H E A T H I N G . H A R D I E P A N E L S I D I N G M A Y B E A P P L I E D O V E R T H E R A T E D S H E A T H I N G A T T H E S E L O C A T I O N S AS-4 SECTION - SHEARWALL TO TRUSS CONNECTION M I N I M U M 7 1 6 " R A T E D S H E A T H I N G R E Q U I R E D A T A P A W A L L S A L O N G W I T H E N T I R E F R O N T E L E V A T I O N W I T H L A P S I D I N G F I N I S H . M I N I M U M 7 1 6 " R A T E D S H E A T H I N G R E Q U I R E D A T A P A W A L L S A L O N G W I T H E N T I R E F R O N T E L E V A T I O N W I T H L A P S I D I N G F I N I S H . FLOOR TRUSSINSTALL LTP4 AT2x__ NAILER TO TOPOF TRUSS BOTTOMCHORD @ 24" O.C.INSTALL 2x__ SYP No.2NAILER ATTACHED TO TOPOF SHEARWALL DOUBLE PLATEWITH 0.131"x 3" NAILS @ 4"O.C.STAGGERED INTERIOR FRONTENTRY SHEARWALL(SW-3 NAILING PATTERN) 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 4 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2018 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 S C A L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O U N T Y : W A L L L A Y O U T - F I R S T F L O O R W A L L L A Y O U T F I R S T F L O O R P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . A6G A5G N O T E : I N S T A L L S O L I D B L O C K I N G B E T W E E N F L O O R S A T A L L S E C O N D F L O O R B U I L T - U P P O S T S . N O T E : A L L W O O D F R A M E D L O A D B E A R I N G H E A D E R S S H A L L B E M I N I M U M ( 2 ) 2 x 6 N o . 2 O R B E T T E R S Y P . I N S T A L L M I N I M U M ( 1 ) J A C K A N D ( 1 ) K I N G S T U D A T E A C H H E A D E R ( U . O . N . ) W O O D F R A M E D H E A D E R L E G E N D : S I Z E O F J A C K S O F H E A D E R Q U A N T I T Y O F K I N G S T U D S Q U A N T I T Y _ _ J _ _ K ( 2 ) 2 x _ _ H E A D E R S H E A R W A L L L E G E N D : = N O N - B E A R I N G W A L L = B E A R I N G W A L L = S H E A R W A L L S F A S T E N E D W I T H 8 d C O M ( 0 . 1 3 1 " x 2 1 2 " ) N A I L S @ 6 " O . C . O N E D G E S A N D 1 2 " O . C . O N I N T E R M E D I A T E S U P P O R T S . = S H E A R W A L L S F A S T E N E D W I T H 8 d C O M ( 0 . 1 3 1 " x 2 1 2 " ) N A I L S @ 3 " O . C . O N E D G E S A N D 1 2 " O . C . O N I N T E R M E D I A T E S U P P O R T S . = S H E A T H B O T H S I D E S O F W A L L A T I N D I C A T E D S H E A R W A L L S B S S W - 3 S W - 6 N O T E : A L L E X T E R I O R W A L L S S H A L L B E " S W - 6 " U . O . N . E S D - 7 E S D - 7 N O T E : E A C H B A L C O N Y P O S T S H A L L B E T R E A T E D 4 x 4 P O S T S T R A P P E D T O F R A M I N G B E L O W W I T H M S T A 3 6 - Z S T R A P . S T R A P P O S T T O E A C H B E A M A B O V E W I T H ( 1 ) H 6 - Z C L I P O R ( 1 ) M S T A 2 4 - Z . N O T E : T H I S O P E N P O R C H C E I L I N G R E Q U I R E S A M I N I M U M 3 8 " S H E A T H I N G . F A S T E N W I T H 6 d C O M O R B O X N A I L S A T 6 " O . C . O N E D G E S A N D 1 2 " O . C . I N T H E F I E L D . (2) 2x12 BEAM (TYPICAL) SW-3 SW-6 H S D - 4 (2) 2x6 BUILT-UPPOST (MIN.)(2) 2x6 BUILT-UPPOST (MIN.) ( 2 ) 2 x 6 B U I L T - U P P O S T ( M I N . ) E S D - 4 2x6 STUDS @ 16"O.C. CO N T I N U O U S F R O M LOWER TRIPLE PLATE TO 2nd F L O O R T O P P L A T E GUARDRAIL BY BUILDER W A L L F R A M I N G N O T E S : 1 ) A L L S E C O N D F L O O R E X T E R I O R W A L L S S H A L L B E C O N S T R U C T E D W I T H 2 x 6 S P F N o . 2 S T U D S @ 1 6 " O . C . F O R P L A T E H E I G H T S U P T O 8 ' - 1 1 8 " - U . O . N . 2 ) A L L S E C O N D F L O O R I N T E R I O R B E A R I N G W A L L S S H A L L B E C O N S T R U C T E D W I T H 2 x 4 S P F N o . 2 S T U D S @ 1 6 " O . C . F O R P L A T E H E I G H T S U P T O 8 ' - 1 1 8 " - U . O . N . 3 ) T H E S E C O N D F L O O R E X T E R I O R S I D E A N D R E A R W A L L F I N I S H I S " F L E X I B L E " ( H A R D I E - P A N E L S I D I N G ) T H E S E C O N D F L O O R E X T E R I O R F R O N T W A L L F I N I S H I S " F L E X I B L E " ( L A P S I D I N G ) - U . O . N . N O T I F Y E N G I N E E R O F A N Y V A R I A T I O N S . SW-6SW-6 SW-6 SW-6 N O T E : S I D E W A L L S S H A L L B E H A R D I E P A N E L S I D I N G A T T A C H E D D I R E C T L Y T O T H E E X T E R I O R S T U D S W I T H O U T O S B S H E A T H I N G . N A I L @ 6 " O . C . I N T H E F I E L D A N D O N E D G E S w / 6 d G A L V . C O M M O N . D O U B L E S T U D S A R E R E Q U I R E D A T P A N E L J O I N T S A L L W A L L S L A B E L E D A S " S W - 6 " O R " S W - 3 " S H E A R W A L L S W I L L R E Q U I R E T H E U S E O F 7 1 6 " R A T E D S H E A T H I N G . H A R D I E P A N E L S I D I N G M A Y B E A P P L I E D O V E R T H E R A T E D S H E A T H I N G A T T H E S E L O C A T I O N S 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 5 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2018 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 S C A L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O U N T Y : WAL L L A Y O U T - S E C O N D F L O O R W A L L L A Y O U T S E C O N D F L O O R P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . FG1FG1 FT2 FT2A FT4GE FT4 FT3 FG1 FG2 FT1FT1GE T R E A T E D 2 x 8 J O I S T S @ 1 6 " O . C . ( T A P E R U P T O 1 3 4 " F O R D R A I N A G E A S N E E D E D - M I N . 5 1 2 " D E P T H R E Q U I R E D ) T R E A T E D 2 x 8 L E D G E R A T T A C H E D T O G I R D E R B O T T O M C H O R D W I T H 1 4 " x 4 1 2 " S D S S C R E W S O R 0 . 2 2 " x 4 " S D W S S C R E W S @ 1 6 " O . C . W I T H ( 1 ) A D D I T I O N A L S C R E W I N T O E A C H I N T E R S E C T I N G W E B M E M B E R . 2 x B L O C K I N G B E T W E E N J O I S T S O V E R B E A M ADD 3 r d P L Y T O T O P OF D O U B L E P L A T E & CONTI N U E T H R O U G H STAIRWELL W I T H N O P L A T E BRE A K S T H I S S P A N (SEE DET A I L " A " O N S - 1 0 ) N O T E : 1 ) A L L T R U S S C O N N E C T O R S A R E B A S E D O N U P L I F T S C O M P U T E D B Y E N G I N E E R O F R E C O R D . U P L I F T V A L U E S I N T R U S S E N G I N E E R I N G D O C U M E N T S S H A L L B E D I S R E G A R D E D . 2 ) T H E T R U S S L A Y O U T A N D N U M B E R I N G S Y S T E M S H O W N S H A L L B E U S E D B Y T H E T R U S S M A N U F A C T U R E R . D O N O T V A R Y F R O M T H I S L A Y O U T W I T H O U T P R I O R A P P R O V A L B Y T H E E N G I N E E R O F R E C O R D A N D T H E C O N T R A C T O R . 3 ) T R U S S C O N N E C T O R S N O T E D S H A L L B E I N S T A L L E D A S L I S T E D . D O N O T S U B S T I T U T E W I T H O U T P R I O R A P P R O V A L O F T H E E N G I N E E R O F R E C O R D . 4 ) R E F E R T O M A N U F A C T U R E R ' S I N S T A L L A T I O N D E T A I L S W H E N U S I N G S D W C S C R E W S . T R U S S C O N N E C T O R S C H E D U L E T R U S S I D I N T E R M E D I A T E H 2 . 5 T O R S D W C 1 5 6 0 0 A L L O T H E R T R U S S E S L E F T R I G H T H 2 . 5 T O R S D W C 1 5 6 0 0 H 2 . 5 T O R S D W C 1 5 6 0 0 T R E A T E D 2 x 8 R M B O A R D ( M A T C H J O I S T D E P T H ) L U S 2 6 - Z H A N G E R ( T Y P I C A L ) FT2B 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 6 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2018 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 S C A L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O U N T Y : ROOF T R U S S & F L O O R L A Y O U T - L O W E R L E V E L R O O F T R U S S A N D F L O O R L A Y O U T - L O W E R L E V E L P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . A6G A5G HJ 6 CJ2 CJ 4 CJ 2 CJ4 EJ 6 EJ 6 A A1 A2 CJ 4 A CJ 2 A H J 6 A CJ2A CJ4A A4A3CJ4CJ2HJ6 CJ4CJ2 EJ6 CJ4CJ2HJ6CJ4CJ2 N O T E : 1 ) A L L T R U S S C O N N E C T O R S A R E B A S E D O N U P L I F T S C O M P U T E D B Y E N G I N E E R O F R E C O R D . U P L I F T V A L U E S I N T R U S S E N G I N E E R I N G D O C U M E N T S S H A L L B E D I S R E G A R D E D . 2 ) T H E T R U S S L A Y O U T A N D N U M B E R I N G S Y S T E M S H O W N S H A L L B E U S E D B Y T H E T R U S S M A N U F A C T U R E R . D O N O T V A R Y F R O M T H I S L A Y O U T W I T H O U T P R I O R A P P R O V A L B Y T H E E N G I N E E R O F R E C O R D A N D T H E C O N T R A C T O R . 3 ) T R U S S C O N N E C T O R S N O T E D S H A L L B E I N S T A L L E D A S L I S T E D . D O N O T S U B S T I T U T E W I T H O U T P R I O R A P P R O V A L O F T H E E N G I N E E R O F R E C O R D . 4 ) R E F E R T O M A N U F A C T U R E R ' S I N S T A L L A T I O N D E T A I L S W H E N U S I N G S D W C S C R E W S . T R U S S C O N N E C T O R S C H E D U L E T R U S S I D I N T E R M E D I A T E H 2 . 5 T O R S D W C 1 5 6 0 0 A L L O T H E R T R U S S E S L E F T R I G H T H 2 . 5 T O R S D W C 1 5 6 0 0 H 2 . 5 T O R S D W C 1 5 6 0 0 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 7 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2018 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 S C A L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O U N T Y : RO O F T R U S S L A Y O U T - U P P E R L E V E L R O O F T R U S S U P P E R L E V E L P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . FG1 E S D - 7 N O T E : E A C H E X T E R I O R P O S T S H A L L B E T R E A T E D 6 x 6 P O S T O N A B U 6 6 - Z P O S T B A S E . S T R A P P O S T T O E A C H B E A M A B O V E W I T H ( 1 ) H 6 - Z C L I P O R ( 1 ) M S T A 2 4 - Z . T Y P I C A L A L L P O S T S - ( U . O . N . ) S E E D E T A I L " F " O N S H E E T S D - 7 H T T 5 H O L D O W N A L I G N E D W I T H S T R A P S A B O V E ANCHOR BOLTS @ 16" O.C. L U C 2 8 - 2 - Z H A N G E R HTT5HOLDOWN T H R E A D E D R O D L E G E N D : = 3 8 " T H R E A D E D R O D F R O M F O U N D A T I O N T O D O U B L E P L A T E ( 4 " M I N I M U M E M B E D M E N T R E Q U I R E D ) = 3 8 " T H R E A D E D R O D F R O M F O U N D A T I O N T O U P P E R F L O O R D O U B L E P L A T E ( 4 " M I N I M U M E M B E D M E N T R E Q U I R E D ) = H O L D O W N ( A S N O T E D ) I N S T A L L E D A T S I L L P L A T E = H O L D O W N ( A S N O T E D ) A T S I L L P L A T E C O U P L E D T O M I N . 3 8 " T H R E A D E D R O D F R O M F O U N D A T I O N T O D O U B L E P L A T E = H O L D O W N ( A S N O T E D ) A T S I L L P L A T E C O U P L E D T O M I N . 3 8 " T H R E A D E D R O D F R O M F O U N D A T I O N T O U P P E R F L O O R D O U B L E P L A T E A B O V E . HTT5HOLDOWN H T T 5 H O L D O W N H T T 5 H O L D O W N ANCHOR BOLTS @ 16" O.C. H T T 5 H O L D O W N H T T 5 H O L D O W N R O D S @ 4 ' O . C . M A X R O D S @ 4 ' O . C . M A X 3 8 " R O D A D J A C E N T T O G I R D E R C O N S T R U C T U S I N G A P A N A R R O W W A L L M E T H O D W I T H H E A D E R C O N T I N U O U S A C R O S S R E T U R N W A L L S ( S E E D E T A I L " A " O N S D - 8 ) LSTA18 AT THIS END OFHEADER TO JACKSLSTA18 AT THIS END OFHEADER TO JACKS E L E V A T I O N - S D W C 1 5 6 0 0 D O U B L E P L A T E S D W C 1 5 6 0 0 S C R E W S T U D S T U D S D W C 1 5 6 0 0 S C R E W D O U B L E P L A T E N O T E : A L T E R N A T I V E T O S S P / D S P A T D O U B L E P L A T E ( 1 ) S I M P S O N S D W C 1 5 6 0 0 S C R E W O R A L T E R N A T I V E T O S P H _ A T D O U B L E P L A T E ( 2 ) S I M P S O N S D W C 1 5 6 0 0 S C R E W S S T U D T O D O U B L E P L A T E P E R S I M P S O N D E T A I L S E C T I O N - S D W C 1 5 6 0 0 3 4 " M I N , 1 " M A X 3 4 " M I N , 1 " M A X 3 " ( + / - 1 4 " ) 3 0 ° 1 0 ° 0 ° O P T I M A L 2 2 1 2 " ° A N G L E 2 . E M B E D D E D S T R A P A T E A C H E N D O F G A R A G E D O O R O P E N I N G S E E D E T A I L " F " O N S D - 1 1 . I N S T A L L ( 1 ) M S T A 3 0 S T R A P A T E A C H E N D O F G A R A G E D O O R H E A D E R . N A I L S T R A P I N T O H E A D E R A N D J A C K S B E L O W . G A R A G E D O O R N O T E S 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 8 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2018 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 S C A L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O U N T Y : TIE- D O W N L A Y O U T - F I R S T F L O O R T I E - D O W N L A Y O U T F I R S T F L O O R P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . A6G A5G E S D - 7 E S D - 7 N O T E : E A C H B A L C O N Y P O S T S H A L L B E T R E A T E D 4 x 4 P O S T S T R A P P E D T O F R A M I N G B E L O W W I T H M S T A 3 6 - Z S T R A P . S T R A P P O S T T O E A C H B E A M A B O V E W I T H ( 1 ) H 6 - Z C L I P O R ( 1 ) M S T A 2 4 - Z . T H R E A D E D R O D L E G E N D : = 3 8 " T H R E A D E D R O D F R O M F O U N D A T I O N T O D O U B L E P L A T E ( 4 " M I N I M U M E M B E D M E N T R E Q U I R E D ) = 3 8 " T H R E A D E D R O D F R O M F O U N D A T I O N T O U P P E R F L O O R D O U B L E P L A T E ( 4 " M I N I M U M E M B E D M E N T R E Q U I R E D ) = H O L D O W N ( A S N O T E D ) I N S T A L L E D A T S I L L P L A T E = H O L D O W N ( A S N O T E D ) A T S I L L P L A T E C O U P L E D T O M I N . 3 8 " T H R E A D E D R O D F R O M F O U N D A T I O N T O D O U B L E P L A T E = H O L D O W N ( A S N O T E D ) A T S I L L P L A T E C O U P L E D T O M I N . 3 8 " T H R E A D E D R O D F R O M F O U N D A T I O N T O U P P E R F L O O R D O U B L E P L A T E A B O V E . R O D S @ 4 ' O . C . M A X R O D S @ 4 ' O . C . M A X ( 2 ) C S 1 6 B E T W E E N F L O O R S A L I G N E D W I T H H O L D O W N S B E L O W SSP AT DOUBLE PLATE WITHCS16 BETWEEN FLOORSALIGNED WITH HOLDOWNBELOW SSP AT DOUBLE PLATE WITHCS16 BETWEEN FLOORSALIGNED WITH HOLDOWNBELOWSSP AT DOUBLE PLATE W I T H CS16 BETWEEN FLOOR S TO HEADER BELOW F A S T E N S H E A R W A L L S O L E P L A T E T O K N E E W A L L T O P C H O R D W I T H 0 . 1 3 1 " x 3 " N A I L S @ 4 " O . C . S T A G G E R E D S S P A T D O U B L E P L A T E W I T H C S 1 6 B E T W E E N F L O O R S A L I G N E D W I T H H O L D O W N B E L O W S S P A T D O U B L E P L A T E W I T H C S 1 6 B E T W E E N F L O O R S T O H E A D E R B E L O W SSP AT DOUBLE PLATE W I T H CS16 BETWEEN FLOOR S TO HEADER BELOW 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 9 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2018 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 S C A L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O U N T Y : TIE-DOWN LAYOUT - SE C O N D F L O O R T I E - D O W N L A Y O U T S E C O N D F L O O R P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . AS-12 DETAIL - (3) PLY PLATE AT STAIR OPENING (3) 2x6 PLATE MU S T B E C O N T I N U O U S A C R O S S S T A I R O P E N I N G ( 2 x 6 S T U D S @ 1 6 " O . C . ) ( A D D ( 1 ) P L A T E T O P O F M A I N D O U B L E P L A T E ) 2 x _ S T U D S @ 1 6 " O . C . ( U . O . N ) ( T Y P . ) 2 x 6 S T U D S @ 1 6 " O . C . 2 x _ _ S P F # 2 S O L E P L A T E ( U . O . N . ) ( 2 ) 2 x _ _ S Y P # 2 D O U B L E P L A T E ( U . O . N . ) 2x__ SPF #2 SOLEPLATE (U.O.N.)(2) 14" x 4 12" SDS S C R E W S W I T H I N 6" OF LEAD STUD A35 CLIPAT PLATETO STUD T Y P I C A L L A P S P L I C E I N D O U B L E P L A T E ( T Y P I C A L E A C H E N D O F S T A I R W E L L ) A 3 5 C L I P A T P L A T E T O S T U D ( 2 ) 1 4 " x 4 1 2 " S D S S C R E W S W I T H I N 6 " O F L E A D S T U D 1 8 " = 1 ' - 0 " ( U . O . N . ) S - 1 0 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2018 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 S C A L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O U N T Y : D E T A I L P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . ABSD-1CSD-1 D S D - 1 SD-1 E F S D - 1 S D - 1 NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. SECTION - STEMWALL WITH BRICKSECTION - STEMWALL AT GARAGE WITH BRICK S E C T I O N - S T E M W A L L A T G A R A G E S E C T I O N - P A D F O O T I N G A T P O R C H S T E M W A L L D E T A I L - P A 5 1 I N S T A L L A T I O N ( S T E M W A L L ) * * A L T E R N A T E : M S T A M 3 6 S T R A P S I N L I E U O F E M B E D D E D S T R A P S ( S E E D E T A I L R O N S H E E T S D - 2 ) * * CONT. FLASHING; PROVIDE WEEP HOLES@ 33"O.C.GROUT AIR SPACE BELOW FLASHING(1) #5 CONT. AND FILL TOP 16"8" CMU STEMWALL WITH (1) #4 @ 48"O.C.AND IN EACH CORNER.FILL CELL SOLID AT EACH #4 REBAR.HOOK REBAR 12" INTO SLAB AND 6" INTOFOOTING.10"1'-0"6"1'-8"GRADETWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"CONCRETE SLAB8" CMU STEMWALL WITH (1) #4 @ 48"O.C.AND IN EACH CORNER.FILL CELL SOLID AT EACH #4 REBAR.HOOK REBAR 12" INTO UPPER COURSEOF BLOCKS AND 6" INTO FOOTING.10"1'-0"6"1'-8"GRADE FILL JOINT WITH ELASTOMERICJOINT FILLER CONT. FLASHING; PROVIDE WEEP HOLES@ 33"O.C.GROUT AIR SPACE BELOW FLASHINGTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"CONCRETE SLAB 8 " C M U S T E M W A L L W I T H ( 1 ) # 4 @ 4 8 " O . C . A N D I N E A C H C O R N E R . F I L L C E L L S O L I D A T E A C H # 4 R E B A R . H O O K R E B A R 1 2 " I N T O U P P E R C O U R S E O F B L O C K S A N D 6 " I N T O F O O T I N G . 10" 1'-0" 6 " 1 ' - 8 " G R A D E F I L L J O I N T W I T H E L A S T O M E R I C J O I N T F I L L E R T W O S T O R Y - ( 3 ) # 5 C O N T . O N E S T O R Y - ( 2 ) # 5 C O N T . 1 ' - 8 " C O N C R E T E S L A B G R A D E (14) 16d COM NAILS IN THIS AREA OF STRAP P A 5 1 S T R A P N A I L E D T O G A R A G E D O O R P O S T . B E N D S T R A P I N T O F O O T I N G A S S H O W N . # 4 W I T H 6 " H O O K I N T O F O O T I N G A N D B E N T 1 2 " M I N I M U M I N T O T H I C K E N E D E D G E . 6 " M I N . BRICK VENEER WITH 1" AIR SPACEAND WALL TIESSECTION - STEMWALL 8" CMU STEMWALL WITH (1) #4 @ 48"O.C.AND IN EACH CORNER.FILL CELL SOLID AT EACH #4 REBAR.HOOK REBAR 12" INTO SLAB AND 6" INTOFOOTING.10"1'-0"6"1'-8"GRADETWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"CONCRETE SLABNOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. N O T E : I F S T E M W A L L H E I G H T E X C E E D S 4 8 " C O N T A C T E N G I N E E R F O R A D D I T I O N A L R E Q U I R E M E N T S . N O T E : I F S T E M W A L L H E I G H T E X C E E D S 4 8 " C O N T A C T E N G I N E E R F O R A D D I T I O N A L R E Q U I R E M E N T S . N O T E : I F S T E M W A L L H E I G H T E X C E E D S 4 8 " C O N T A C T E N G I N E E R F O R A D D I T I O N A L R E Q U I R E M E N T S . SECTION - MONOLITHIC WITH B R I C K SECTION - MONOLITHICSECTION - MONOLITHIC AT GA R A G E W I T H B R I C K S E C T I O N - M O N O L I T H I C A T G A R A G E S E C T I O N - P A D F O O T I N G A T T H I C K E N E D E D G E D E T A I L - S T H D 1 4 I N S T A L L A T I O N ( M O N O L I T H I C ) G R A D E (30) 16d SINKERS IN THIS AREA OF STRAP S T H D 1 4 S T R A P N A I L E D T O G A R A G E D O O R P O S T . E M B E D S T R A P I N T O F O O T I N G A S S H O W N . CONCR E T E S L A B GRADETWO STOR Y - ( 2 ) # 5 C O N T . ONE STOR Y - ( 2 ) # 5 C O N T . 1'-4"45° G R A D E C O N C R E T E S L A B R E I N F O R C E M E N T ( A S N O T E D ) 1'-6" ( A S N O T E D ) 1'-0" 4 5 ° 1'-0" C O N C R E T E S L A B 1 ' - 0 " G R A D E T W O S T O R Y - ( 2 ) # 5 C O N T . O N E S T O R Y - ( 2 ) # 5 C O N T . 1 ' - 4 " 4 5 ° H E I G H T O F C U R B V A R I E S ( 8 " M A X . ) 6 " M I N . 8" MIN., 24" MAX.12"MIN. 8" MIN., 24" MAX. 12" MIN. CON C R E T E S L A B 1'-5"GRADE8"8"CON T . F L A S H I N G ; P R O V I D E WEE P H O L E S @ 3 3 " O . C . GRO U T A I R S P A C E B E L O W FLA S H I N G BRI C K V E N E E R W I T H 1 " A I R SPA C E A N D W A L L T I E S 5"TWO STO R Y - ( 3 ) # 5 C O N T . ONE STO R Y - ( 3 ) # 5 C O N T . 1'-9"45°8" MIN., 24" MAX.1'-0"MIN.CONCRE T E S L A B 1'-5"GRADE8"CONT. FL A S H I N G ; P R O V I D E W E E P HOLES @ 3 3 " O . C . GROUT A I R S P A C E B E L O W F L A S H I N G BRICK VE N E E R W I T H 1 " A I R S P A C E AND WAL L T I E S 5"TWO STO R Y - ( 3 ) # 5 C O N T . ONE STO R Y - ( 3 ) # 5 C O N T . 1'-9"HEIGHT O F C U R B V A R I E S ( 8 " M A X . ) 45°6" MIN.1'-0" MIN., 24" MAX.1'-0"MIN.BRICK VENEER WITH 1" AIR SPACEAND WALL TIES SILL PLATESILLPLATESILL PLATESILLPLATESILL PLATESILLPLATE S I L L P L A T E S I L L P L A T E 8" C O N C R E T E S L A B A D D 8 " x 1 6 " C M U T O I N S I D E O F S T E M W A L L A T P O S T L O C A T I O N W I T H ( 1 ) # 4 V E R T I C A L I N E A C H 10" 1'-0" G R A D E A S N O T E D R E I N F O R C E M E N T ( A S N O T E D ) ( 1 ) # 5 C O N T . N O T E : R E I N F O R C E M E N T I S N O T R E Q U I R E D T O P A S S T H R O U G H S L O T S I N S T R A P . (1) #5 CONT. AND FILL TOP 16"(1) #5 CONT. AND FILL TOP 16" ( 1 ) # 5 C O N T . A N D F I L L T O P 1 6 " 3 8 " = 1 ' - 0 " ( U . O . N . ) S D - 1 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : F O U N D A T I O N D E T A I L S S H E E T 1 o f 2 C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . KSECTION - THICKENED E D G E SD-2 S E C T I O N - N O N - B E A R I N G S T E P D O W N PSECTION - INTERIOR BE A R I N G P A D F O O T I N G SD-2 Q S D - 2 T S D - 2 JSECTION - BEARING STEPDOWNSD-2 HSECTION - INTERIOR BEARINGSD-2VARIES1'-4"CONCRETE SLAB1'-0"CURB HEIGHT VARIESTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"1'-0"1'-4"CONCRETE SLABTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"1'-0"1'-0"CONCRE T E S L A B (1) #5 CONT.GRADE (AS NOTED)ASNOTED C O N C R E T E S L A B R E I N F O R C E M E N T ( A S N O T E D ) B E A R I N G P O S T ( A S N O T E D ) C O N C R E T E S L A B ( 1 ) # 4 C O N T . C U R B H E I G H T V A R I E S 8 " 45° 4 5 ° 45°45°45°45°45° S E C T I O N - T Y P I C A L S A W - C U T C O N T R O L J O I N T SECTION - MONOLITHIC AT EX T E R I O R W A L L S H O W E R M O N O L I T H I C F O O T I N G S H O W E R A R E A PLAN VIEWCONCR E T E S L A B 1'-0"GRADETWO STORY - ( 2 ) # 5 C O N T . ONE STORY - ( 2 ) # 5 C O N T . 1'-4"HEIGH T O F C U R B V A R I E S ( 8 " M A X . ) 45°6" MIN.(1) #4 C O N T . 8" MIN., 24" MAX.1'-0"MIN.GSD-2 M S E C T I O N - P O R C H S T E M W A L L W I T H B R I C K S D - 2 SECTION - STEMWALL AT EXTERIOR WALL SHOWER 8" CMU STEMWALL WITH (1) #4 @ 48"O.C.AND IN EACH CORNER.FILL CELL SOLID AT EACH #4 REBAR.HOOK REBAR 12" INTO SLAB AND 6" INTOFOOTING.10"1'-0"6"1'-8"GRADE HEIGHT OF CURB VARIES 8" CMU STEMWALL SHOWER AREAFORM EDGEPLAN VIEWTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"6" MIN.CONCRETE SLAB D E T A I L - E M B E D D E D S T R A P A L T E R N A T E R S D - 2 8 " C M U S T E M W A L L W I T H ( 1 ) # 4 @ 4 8 " O . C . A N D I N E A C H C O R N E R . F I L L C E L L S O L I D A T E A C H # 4 R E B A R . H O O K R E B A R 1 6 " I N T O P O R C H S L A B A N D 6 " I N T O F O O T I N G . ( 2 ) # 5 C O N T . 10" 1'-0" 6 " 1 ' - 8 " G R A D E C O N C R E T E S L A B ( 1 ) # 5 C O N T . (13) 10d COM NAILS IN THIS AREA OF STRAPS N O T E : T H I S D E T A I L M A Y B E S U B S T I T U T E D F O R E I T H E R T H E P A 5 1 S T R A P ( S T E M W A L L ) O R T H E S T H D 1 4 S T R A P ( M O N O L I T H I C ) . ( 2 ) M S T A M 3 6 - Z S T R A P S N A I L E A C H S T R A P T O C R I P P L E S T U D W I T H ( 1 3 ) 1 0 d C O M N A I L S F A S T E N S T R A P T O F O U N D A T I O N W A L L W I T H ( 8 ) 1 4 " x 2 1 4 " C O N C R E T E S C R E W S I N T O M A S O N R Y O R ( 8 ) 1 4 " x 1 3 4 " C O N C R E T E S C R E W S I N T O C O N C R E T E . C O N C R E T E S C R E W S S H A L L B E P O W E R S " T A P P E R " W I T H P E R M A - S E A L F I N I S H O R E Q U A L . S T R A P S H A L L B E C O V E R E D W I T H S I D I N G O R S T U C C O NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. L S E C T I O N - P O R C H S T E M W A L L S D - 2 ( 1 ) # 5 C O N T . 8 " C M U S T E M W A L L W I T H ( 1 ) # 4 @ 4 8 " O . C . A N D I N E A C H C O R N E R . F I L L C E L L S O L I D A T E A C H # 4 R E B A R . H O O K R E B A R 1 6 " I N T O P O R C H S L A B A N D 6 " I N T O F O O T I N G . ( 2 ) # 5 C O N T . 10" 1'-0" 6 " 1 ' - 8 " G R A D E 3 " M A X I M U M O V E R H A N G ( O P T I O N A L ) C O N C R E T E S L A B N O T E : I F S T E M W A L L H E I G H T E X C E E D S 4 8 " C O N T A C T E N G I N E E R F O R A D D I T I O N A L R E Q U I R E M E N T S . N O T E : I F S T E M W A L L H E I G H T E X C E E D S 4 8 " C O N T A C T E N G I N E E R F O R A D D I T I O N A L R E Q U I R E M E N T S . N O T E : S A W - C U T C O N T R A C T I O N J O I N T S ( i . e . C O N T R O L J O I N T S ) A S S O O N A S T H E C O N C R E T E H A S H A R D E N E D E N O U G H N O T T O B E D A M A G E D D U R I N G T H E C U T T I N G P R O C E S S . ( T Y P I C A L L Y 1 - 4 H O U R S I N W A R M W E A T H E R ) F I L L C U T W I T H E L A S T O M E R I C F I L L E R 1 " D E E P x 1 8 " W I D E S A W C U T A T D E N O T E D L O C A T I O N S . C O N C R E T E S L A B SILLPLATESILLPLATESILLPLATESILLPLATE D E T A I L - P A D F O O T I N G A T P A V E R S U S D - 2 1'-0" 2 ' - 0 " T R E A T E D P O S T A B U _ _ P O S T B A S E W I T H 5 8 " G A L V . A N C H O R E M B E D D E D 1 2 " ( S E T - X P A D H E S I V E ) P A V E R S B Y O T H E R S 8 " T A L L , 1 2 " S Q U A R E G R O U T E D C M U O R C A S T - I N - P L A C E C O N C R E T E P E D E S T A L O N 2 4 " X 2 4 " X 1 2 " P A D F O O T I N G W I T H ( 2 ) # 5 E A C H W A Y (1) #4 CONT. AND FILL TOP 16" 3 8 " = 1 ' - 0 " ( U . O . N . ) S D - 2 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : F O U N D A T I O N D E T A I L S S H E E T 2 o f 2 C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . SECTION - TYPICAL EXTERIOR ONE STORY WALLSD-3 A THREADED ROD ASSEMBLY ATNOTED SPACING (SEE DETAIL "C"THIS SHEET)SEE FOUNDATION DETAILS 716" RATED SHEATHING, EXPOSURE I.FASTEN WITH 0.131" x 2 12" NAILS @ 6"O.C. O N EDGES AND 12"O.C. ON INTERMEDIATE SUP P O R T S . (U.O.N.) (BLOCK ALL EDGES)(2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.)CONNECTOR AT EACH TRUSS(SEE TRUSS CONNECTION SCHEDULE)CORNICE DETAIL(BY OTHERS)ROOF COVERING (BY OTHERS)ROOF TRUSSESGYPSUM BOARD GYPSUM BOARD2x__ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE W A L L L A Y O U T ) S E C T I O N - T Y P I C A L E X T E R I O R T W O S T O R Y W A L L B S D - 3 T H R E A D E D R O D A S S E M B L Y A T N O T E D S P A C I N G ( S E E D E T A I L " C " T H I S S H E E T ) S E E F O U N D A T I O N D E T A I L S ( 2 ) 2 x _ _ S Y P # 2 D O U B L E P L A T E ( U . O . N . ) C O N N E C T O R A T E A C H T R U S S ( S E E T R U S S C O N N E C T I O N S C H E D U L E ) C O R N I C E D E T A I L ( B Y O T H E R S ) R O O F C O V E R I N G ( B Y O T H E R S ) R O O F T R U S S E S G Y P S U M B O A R D G Y P S U M B O A R D T H R E A D E D C O U P L I N G A S R E Q U I R E D G Y P S U M B O A R D ( 2 ) 2 x _ _ S Y P # 2 D O U B L E P L A T E ( U . O . N . ) F L O O R J O I S T ( I - J O I S T S H O W N , S A W N J O I S T S I M I L A R - S E E S E C T I O N " C " O N S D - 4 F O R O P E N W E B T R U S S ) R I M B O A R D 2 x _ _ S P F # 2 S O L E P L A T E ( U . O . N . ) N A I L T O R I M B O A R D W I T H 0 . 1 3 1 " x 3 1 4 " N A I L S @ 6 " O . C . 2 3 3 2 " R A T E D S T U R D - I - F L O O R ( T & G ) S H E A T H I N G G L U E D A N D N A I L E D . F A S T E N W I T H 0 . 1 3 1 " x 2 1 2 " R I N G S H A N K @ 6 " O . C . O N E D G E S A N D 1 2 " O . C . I N T H E F I E L D . N A I L J O I S T T O P L A T E W I T H ( 2 ) 0 . 1 3 1 " x 3 1 4 " T O E N A I L S T O E N A I L R I M B O A R D T O P L A T E W I T H 0 . 1 3 1 " x 3 1 4 " N A I L S @ 8 " O . C . G Y P S U M B O A R D 2 x _ _ S P F # 2 S T U D S @ 1 6 " O . C . - U . O . N . ( S E E W A L L L A Y O U T ) 2 x _ _ S P F # 2 S T U D S @ 1 6 " O . C . - U . O . N . ( S E E W A L L L A Y O U T ) I N S E T W A L L 1 2 " F O R S T U C C O A P P L I C A T I O N S INSET WALL 12" FOR STUCCOAPPLICATIONS DETAIL - THREADED ROD ASSEM B L Y CSD-3 SIMPSON 38"Ø x 6 3 4 " T I T E N H D R O D C O U P L E R OR 38" THREAD E D R O D S E T I N A D H E S I V E W I T H MINIMUM 4" E M B E D M E N T W I T H N U T & 1 " WASHER DOUBLE PLAT E NUT WITH 2"x 2 " x 3 1 6 " W A S H E R ALTERNATE: S I M P S O N L B P S 1 2 S L O T T E D WASHER WITH 1 " W A S H E R . 38"Ø THREAD E D R O D 716" OR 1532" RATED SHEATHING, EXPOSURE I - S H I N G L E R O O F 1932" RATED PLYWOOD SHEATHING, EXPOS U R E I - T I L E R O O F 1932" RATED SHEATHING, EXPOSURE I - MET A L R O O F FASTEN WITH 0.113" x 2 38" RING SHANKNAILS @ 6"O.C. ON EDGES AND INTERMEDIA T E S U P P O R T S . 7 1 6 " O R 1 5 3 2 " R A T E D S H E A T H I N G , E X P O S U R E I - S H I N G L E R O O F 1 9 3 2 " R A T E D P L Y W O O D S H E A T H I N G , E X P O S U R E I - T I L E R O O F 1 9 3 2 " R A T E D S H E A T H I N G , E X P O S U R E I - M E T A L R O O F F A S T E N W I T H 0 . 1 1 3 " x 2 3 8 " R I N G S H A N K N A I L S @ 6 " O . C . O N E D G E S A N D I N T E R M E D I A T E S U P P O R T S . N U T W I T H 1 " C U T W A S H E R 7 1 6 " R A T E D S H E A T H I N G , E X P O S U R E I . F A S T E N W I T H 0 . 1 3 1 " x 2 1 2 " N A I L S @ 6 " O . C . O N E D G E S A N D 1 2 " O . C . O N I N T E R M E D I A T E S U P P O R T S . ( U . O . N . ) ( B L O C K A L L E D G E S ) 7 1 6 " R A T E D S H E A T H I N G , E X P O S U R E I . F A S T E N W I T H 0 . 1 3 1 " x 2 1 2 " N A I L S @ 6 " O . C . O N E D G E S A N D 1 2 " O . C . O N I N T E R M E D I A T E S U P P O R T S . ( U . O . N . ) ( B L O C K A L L E D G E S ) 2x__ TREATED SYP #2 SILL PLATE WITH ANC H O R S (SEE DETAIL "C" THIS SHEET)2x__ No.2 SPF OR No. 2 SYPSUBFASCIA WITH (2) 0.131"x 3 14"ENDNAILS AT TRUSS (U.O.N.) 2 x _ _ T R E A T E D S Y P # 2 S I L L P L A T E W I T H A N C H O R S ( S E E D E T A I L " C " T H I S S H E E T ) NOTE:SILL PLATES ON EXTERIOR WALLSSHALL BE ANCHORED BY THREADEDRODS SUPPLEMENTED BY ADDITIONALANCHOR BOLTS AS REQUIRED TOMAINTAIN MAXIMUM 48"O.C. SPACING(U.O.N.) 2 x _ _ N o . 2 S P F O R N o . 2 S Y P S U B F A S C I A W I T H ( 2 ) 0 . 1 3 1 " x 3 1 4 " E N D N A I L S A T T R U S S ( U . O . N . ) DETAIL - ANCHOR BOLT SIMPSON 38"Ø x 6" TITEN HD OR 38" THREADED ROD SET IN ADHESIVEWITH MINIMUM 4" EMBEDMENTWITH NUT & 1" WASHER N O T E : S I L L P L A T E S O N E X T E R I O R W A L L S S H A L L B E A N C H O R E D B Y T H R E A D E D R O D S S U P P L E M E N T E D B Y A D D I T I O N A L A N C H O R B O L T S A S R E Q U I R E D T O M A I N T A I N M A X I M U M 4 8 " O . C . S P A C I N G ( U . O . N . ) APPLY SHEATHING HORIZONTALLY FOR STUCCOAPPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1RATED OR 15/ 32" RATED SHEATHING MAY BEINSTALLED VERTICALLY. A P P L Y S H E A T H I N G H O R I Z O N T A L L Y F O R S T U C C O A P P L I C A T I O N S , E X C E P T T H A T 7 / 1 6 " S T R U C T U R A L 1 R A T E D O R 1 5 / 3 2 " R A T E D S H E A T H I N G M A Y B E I N S T A L L E D V E R T I C A L L Y . 1 8 " = 1 ' - 0 " ( U . O . N . ) S D - 3 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : F R A M I N G D E T A I L S S H E E T 1 o f 3 C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . HSD-4 SECTION - INTERI O R S H E A R W A L L P A R A L L E L T O T R U S S GSD-4 SECTION - INTERI O R S H E A R W A L L P E R P E N D I C U L A R T O T R U S S CSD-4 SECTION - TYPICAL OPEN WEB FLOOR TRUSSTHIS SECTION ONL Y A P P L I E S W H E N R E F E R E N C E D SECTION ONLY APP L I E S W H E N R E F E R E N C E D N A I L E A C H B L O C K T O D O U B L E P L A T E W I T H ( 3 ) 0 . 1 3 1 " x 3 1 4 " N A I L S B O T T O M C H O R D O F T R U S S I N S T A L L 2 x 4 B L O C K I N G B E T W E E N T R U S S B O T T O M C H O R D S @ 1 2 " O . C . N A I L E A C H E N D O F B L O C K I N G T O B O T T O M C H O R D S W I T H ( 3 ) 0 . 1 3 1 " x 3 1 4 " D O U B L E P L A T E T R U S S ( A S N O T E D ) D O U B L E P L A T E M I N I M U M 7 1 6 " R A T E D S H E A T H I N G , E X P O S U R E I F A S T E N A S N O T E D O N W A L L L A Y O U T ( B L O C K A L L E D G E S ) 2 x 4 X - B R A C E A C R O S S L E N G T H O F S H E A R W A L L ( 3 ) 0 . 1 3 1 " x 3 1 4 " N A I L S T Y P I C A L A T E A C H T R U S S A D D 2 x 4 V E R T I C A L S C A B I N E A C H T R U S S I F N O W E B I S P R E S E N T 2 x 4 B L O C K I N G B E T W E E N T R U S S E S T O E N A I L E D T O D O U B L E P L A T E W I T H 0 . 1 3 1 " x 3 1 4 " N A I L S @ 4 " O . C . N A I L S C A B T O P L A T E W I T H ( 3 ) 0 . 1 3 1 " x 3 1 4 " T O E N A I L S N A I L S C A B T O T O P C H O R D W I T H ( 4 ) 0 . 1 3 1 " x 3 1 4 " N A I L S FSD-4 M I N I M U M 7 1 6 " R A T E D S H E A T H I N G , E X P O S U R E I F A S T E N A S N O T E D O N W A L L L A Y O U T ( B L O C K A L L E D G E S ) TRUSS (AS NOTED)2x4 SPF NAILER- NAIL TO TOP PLATE WITH0.131"x 3 14" NAILS @ 6"O.C.NAIL PORCH SHEATHING AS NOTEDEXTERIOR FRAMED WALL TRUSS BOTTOM CHORD 2x4 SPF BLOCKING- NAIL WITH (2)0.131"x 3 14" NAILS AT EACH END(END NAIL OR TOENAIL)NAIL PORCH SHEATHING AS NOTEDEXTERIOR FRAMED WALL UPLIFT CONNECTOR (AS NOTED)SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSSSECTION - EXTERIOR WALL PARALLEL TO TRUSS DSD-4ESD-4 S I L L P L A T E ( B E L O W ) 2 x _ _ C O R N E R F R A M I N G F U L L H E I G H T S T U D S ( T Y P I C A L ) ( 2 ) R O W S O F 0 . 1 3 1 " x 3 1 4 " N A I L S @ 1 2 " O . C . S T A G G E R E D ( T Y P I C A L ) S I L L P L A T E ( B E L O W ) 2 x 4 C O R N E R F R A M I N G F U L L H E I G H T S T U D S ( 2 ) R O W S O F 0 . 1 3 1 " x 3 1 4 " N A I L S @ 1 2 " O . C . M I N I M U M O F ( 3 ) 2 x 4 B L O C K S 1 2 " L O N G N A I L E D W I T H ( 4 ) 0 . 1 3 1 " x 3 1 4 " N A I L S T O E A C H A D J A C E N T S T U D A L T E R N A T E : I N S T A L L S O L I D S T U D I N T H I S S P A C E 2 x 4 C O R N E R F R A M I N G F U L L H E I G H T S T U D 2 x 6 O R 2 x 8 F R A M E D W A L L 2 x 4 F R A M E D W A L L J S D - 4 S E C T I O N - T Y P I C A L F R A M I N G A T 9 0 ° C O R N E R S DOUBLE PLATE (U.O.N.)OPEN WEB TRUSS BAND BOARD 2x__ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BANDBOARD WITH 0.131"x 3 14" NAILS @ 6"O.C.TOENAIL TRUSS TO PLATE WITH(2) 0.131"x 3 14" NAILS .SHEATHING CONTINUOUS FROM BAND BOARDTO UPPER PLY OF DOUBLE PLATE. FASTEN WITHEDGE NAILING REQUIREMENTS OF UPPER WALL K S D - 4 S E C T I O N - I N T E R I O R W A L L C O N D I T I O N S ( B E A R I N G A N D / O R S H E A R W A L L ) 2 x T R E A T E D S Y P # 2 S I L L P L A T E M E T A L C O N N E C T O R R E Q U I R E D ( S E E C O N N E C T I O N S C H E D U L E ) T H R E A D E D R O D A S S E M B L Y O R Q U I C K - T I E A T N O T E D S P A C I N G U P L I F T ( R O O F ) - R O D S O R Q U I C K - T I E M E T A L C O N N E C T O R N O T R E Q U I R E D D O U B L E P L A T E M E T A L C O N N E C T O R O R B L O C K I N G R E Q U I R E D ( A S N O T E D ) D O U B L E P L A T E A N C H O R B O L T S A T N O T E D S P A C I N G ( 4 8 " O . C . M A X I M U M ) F L O O R L O A D O N L Y O R S H E A R W A L L S H E A T H I N G ( A S N O T E D ) 2 x T R E A T E D S Y P # 2 S I L L P L A T E 2 x T R E A T E D S Y P # 2 S I L L P L A T E 2 x S P F # 2 S T U D S @ 1 6 " O . C . C O N C R E T E 1 0 d C U T N A I L @ 2 4 " O . C . O R 1 4 " x 3 1 4 " T A P C O N S C R E W @ 3 2 " O . C . D O U B L E P L A T E U P L I F T ( R O O F ) - S C R E W S 2 x T R E A T E D S Y P # 2 S I L L P L A T E 2 x S P F # 2 S T U D S @ 1 6 " O . C . 2 x S P F # 2 S T U D S @ 1 6 " O . C . R O O F W I T H U P L I F T R E L E A S E D D O U B L E P L A T E 2 x S P F # 2 S T U D S @ 1 6 " O . C . S I M P S O N S D W C 1 5 6 0 0 S C R E W @ 3 2 " O . C . - U . O . N . S I M P S O N S D W C 1 5 4 5 0 S C R E W @ 3 2 " O . C . - U . O . N . M E T A L C O N N E C T O R ( A S N O T E D ) A N C H O R B O L T S A T N O T E D S P A C I N G ( 3 2 " O . C . M A X I M U M ) 1 8 " = 1 ' - 0 " ( U . O . N . ) S D - 4 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : F R A M I N G D E T A I L S S H E E T 2 o f 3 C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . MSD-5 LSD-5 N S D - 5 INSTALL DSP CLIP O R SDWC 15600 SCREW @ 3 2 " O . C . MAXIMUM SPACING ( U . O . N . ) S T R A P C R I P P L E T O H E A D E R W I T H L S T A 1 8 S T R A P @ 3 2 " O . C . A N C H O R A S R E Q U I R E D F L U S H H E A D E R C O N D I T I O N D R O P P E D H E A D E R C O N D I T I O N 1 2 " M A X . THR E A D E D ROD ASS E M B L Y N O T E : THREADED ROD ASS E M B L Y NOT REQUIRED AT G A R A G E DOOR OPENINGS ( U . O . N . ) I N S T A L L M S T A 2 4 S T R A P L O O P E D O V E R D O U B L E P L A T E . N A I L T O C R I P P L E O N E A C H S I D E W I T H ( 6 ) 0 . 1 3 1 " x 1 1 2 " N A I L S @ 3 2 " O . C . D E T A I L - D O U B L E P L A T E S T R A P P I N G O V E R W I D E O P E N I N G S A N C H O R A S R E Q U I R E D DETAIL - TYPICAL WALL FRAMING CONDITIONS S T U D T O P L A T E N A I L I N G S T U D S I Z E E N D N A I L T O E N A I L 2 x 4 ( 2 ) ( 3 ) 2 x 6 ( 3 ) ( 4 ) 2 x 8 ( 4 ) ( 5 ) 2 x 1 0 ( 5 ) ( 6 ) * A L L N A I L S N O T E D A R E 0 . 1 3 1 " x 3 1 4 " * T H R E A D E D R O D A S S E M B L Y A T N O T E D S P A C I N G 2 x _ _ T R E A T E D S Y P S I L L P L A T E ( 2 ) 2 x _ _ S Y P # 2 D O U B L E P L A T E ( U . O . N . ) N A I L P L A T E S W I T H 0 . 1 3 1 " x 3 " N A I L S @ 8 " O . C . S T A G G E R E D 2 x _ _ S P F # 2 S T U D S @ 1 6 " O . C . ( U . O . N . ) ( S E E W A L L L A Y O U T ) D O U B L E S I L L R E Q U I R E D W H E R E O P E N I N G W I D T H E X C E E D S 6 1 " ( U . O . N . ) 8" MAX.THREADED ROD ASSEMBLY CENTEREDON SPLICE IN PLATE OR THREADED RODASSEMBLY WITHIN 12" ON EACH SIDE OFJOINT.JOINT IN UPPER PLATEJOINT IN LOWER PLATE (TYPICAL DOUBLE PLATE SPLICE)48" MINIMUM SPLICE LENGTHMINIMUM NAILING OF(16) 0.131"x 3" NAILS IN THIS ZONE.JOINT IN SILL PLATE THREADED ROD ASSEMBLY WITHIN6" OF SPLICE IN LOWER PLATEALTERNATE: IF ROD IS GREATERTHAN 6" FROM SPLICE - ADDSSP AT SPLICE.6" MAX. N A I L E A C H P L Y O F K I N G A N D J A C K S T U D S T O G E T H E R W I T H 0 . 1 3 1 " x 3 1 4 " N A I L S @ 6 " O . C . S T A G G E R E D ( T Y P I C A L ) THREADED ROD ASSEMBLY(BEYOND) T Y P I C A L H E A D E R T O K I N G S T U D C O N N E C T I O N ( S E E T A B L E ) E N D N A I L I N G A C C E P T A B L E T Y P I C A L S T U D T O D O U B L E P L A T E C O N N E C T I O N T Y P I C A L S T U D T O S I L L P L A T E C O N N E C T I O N B U I L T - U P P O S T ( W H E N N O T E D O N W A L L L A Y O U T ) N A I L E A C H P L Y W I T H 0 . 1 3 1 " x 3 1 4 " N A I L S @ 6 " O . C . S T A G G E R E D BUILT-UP CORNER POST J A C K S T U D A N D K I N G S T U D R E Q U I R E M E N T S ( S E E W A L L L A Y O U T ) 6" MAX. N A I L E A C H P L A T E T O J A C K S T U D W I T H ( 3 ) 0 . 1 3 1 " x 3 1 4 " N A I L S - T O E N A I L O R E N D N A I L ( T Y P I C A L ) 2 x 4 B L O C K I N G B E T W E E N S T U D S T O E N A I L O R E N D N A I L E A C H E N D T O A D J A C E N T S T U D W I T H ( 3 ) 0 . 1 3 1 " x 3 1 4 " N A I L S T Y P I C A L F R A M I N G A T C H A N G E I N P L A T E H E I G H T M S T A 3 6 S T R A P C E N T E R E D O N C H A N G E I N P L A T E H E I G H T T H R E A D E D R O D A S S E M B L Y N O T E : T H R E A D E D R O D A S S E M B L Y N O T R E Q U I R E D A T G A R A G E D O O R O P E N I N G S ( U . O . N . ) T H I S D E T A I L O N L Y A P P L I E S W H E N S P E C I F I C A L L Y R E F E R E N C E D 4" MIN.;12" MAX.DETAIL - TYPICAL ARCH TOP OPENING DOUBLE PLATE2x__ BLOCKING (TYPICAL)(3) 0.131"x 3 14" TOENAILS AT EACH END(TYPICAL)HEADER (AS NOTED)(2) 2x__ SILL NAIL EACH SILL PLY TO KING STUDWITH (3) 0.131"x 3 14" NAILS - TOENAILOR ENDNAIL (TYPICAL)BEVEL BLOCKING AS REQUIRED FOR MINIMUM 112" NAIL PENETRATION INTO MAIN FRAMINGMEMBERS. (TYPICAL)SHEATHING MAY CANTILEVER UP TO 2"MAXIMUM PAST SUPPORTS. ALL WINDOWATTACHMENTS MUST BE ANCHORED INTO 2x__MEMBERS.JACKS AND KING STUDS(AS NOTED) A N C H O R A S R E Q U I R E D ( S E E D E T A I L " C " O N S H E E T S D - 3 ) ANCHOR COU P L E D T O T H R E A D E D R O D (SEE DETAIL " C " O N S H E E T S D - 3 ) H E A D E R T O K I N G N A I L I N G 2 x 6 ( 3 ) N A I L S P E R P L Y 2 x 8 ( 4 ) N A I L S P E R P L Y 2 x 1 0 ( 5 ) N A I L S P E R P L Y 2 x 1 2 ( 6 ) N A I L S P E R P L Y 9 1 2 " O R 9 1 4 " L V L ( 5 ) N A I L S P E R P L Y 1 1 7 8 " O R 1 1 1 4 " L V L ( 6 ) N A I L S P E R P L Y 1 4 " L V L ( 7 ) N A I L S P E R P L Y 1 6 " L V L ( 8 ) N A I L S P E R P L Y NOTE:MAY SUBSTITUTE (1) 14" x 3" SDSSCREW PER (2.5) NAILS.(TOP OR BOTTOM INSTALLATION) 1 2 " M A X . A L T E R N A T E : S D W C 1 5 6 0 0 S C R E W S T O P A N D B O T T O M O F C R I P P L E S T U D S @ 3 2 " O . C . I N L I E U O F S T R A P P I N G . * * * B U I L T - U P H E A D E R W I T H 0 . 1 3 1 " x 3 1 4 " N A I L S @ 1 2 " O . C . T O P A N D B O T T O M ( U . O . N . ) A L T : S I N G L E P L Y H E A D E R 1 8 " = 1 ' - 0 " ( U . O . N . ) S D - 5 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : F R A M I N G D E T A I L S S H E E T 3 o f 3 C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . C S D - 6 D E T A I L - T Y P I C A L L A T E R A L T R U S S B R A C I N G DETAIL - TYPICAL VERTICAL BRACING AT GABLE ENDASD-6 S E C T I O N - T Y P I C A L T - B R A C E B S D - 6 R O O F S H E A T H I N G R O O F T R U S S ( B Y O T H E R S ) W I T H B R A C E ( I F R E Q U I R E D ) T O R E P L A C E ( 1 ) R O W O F L A T E R A L B R A C I N G I N S T A L L 2 x 4 N o . 2 S Y P T - B R A C E N A I L E D T O E A C H P L Y O F T R U S S W E B A T 6 " O . C . W I T H 0 . 1 3 1 " x 3 " N A I L S T O R E P L A C E ( 2 ) R O W S O F L A T E R A L B R A C I N G I N S T A L L 2 x 6 N o . 2 S Y P T - B R A C E N A I L E D T O E A C H P L Y O F T R U S S W E B W I T H 0 . 1 3 1 " x 3 " N A I L S @ 6 " O . C . 6" MAX.6" MAX. N O T E : T - B R A C I N G T O B E U S E D W H E N C O N T I N U O U S L A T E R A L B R A C I N G I S I M P R A C T I C A L . 2 x 4 B L O C K I N G - T O E N A I L O R E N D N A I L E A C H E N D T O A D J A C E N T T R U S S W I T H ( 3 ) N A I L S N O T E S : 1 ) C O N T I N U O U S L A T E R A L B R A C E S S H A L L B E 2 x 4 N o . 3 S Y P O R 2 x 4 N o . 2 S P F O R B E T T E R ( U . O . N . ) 2 ) A L L N A I L S S H O W N S H A L L B E 0 . 1 3 1 " x 3 " N A I L S ( U . O . N . ) 50° M A X . ( 3 ) T R U S S E S M I N I M U M F O R C O N T I N U O U S L A T E R A L B R A C E N A I L D I A G O N A L B R A C E T O B L O C K I N G W I T H ( 3 ) N A I L S N A I L D I A G O N A L B R A C E T O I N T E R M E D I A T E W E B S W I T H ( 2 ) N A I L S 2 x 4 S P F N o . 2 D I A G O N A L B R A C E ( T Y P I C A L A T E A C H E N D O F C O N T I N U O U S L A T E R A L B R A C I N G ) N A I L D I A G O N A L B R A C E T O T R U S S W E B W I T H ( 3 ) N A I L S C O N T I N U O U S L A T E R A L B R A C E ( Q U A N T I T Y A N D L O C A T I O N D E F I N E D B Y T R U S S S H O P D R A W I N G . ) N A I L C O N T I N U O U S L A T E R A L B R A C E T O E A C H T R U S S W E B W I T H ( 2 ) N A I L S R O O F T R U S S E S ( B Y O T H E R S ) L A S T T R U S S I N R O W R E Q U I R I N G B R A C I N G R A T E D R O O F S H E A T H I N G DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAULT)ESD-6 DETAIL - BALLOON FRAMED GABLE END (LOW CEILING VAULT)DSD-6INTERIOR CEILING PITCH EXCEEDS 12 OF EXTERIOR ROOF PITCH INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN 12 OF EXTERIOR ROOF PITCHBALLOON FRAMED STUDS(AS NOTED)2x4 SYP BLOCKING BETWEENLOOKOUTS ROOF SHEATHING (AS NOTED)2x4 LOOKOUTS @ 48"O.C. FOROVERHANG H2.5A AT EACH LOOKOUTDOUBLE PLATEEXTERIOR SHEATHING SHALL BENAILED TO UPPER PLY OFDOUBLE PLATE WITH0.131"x 2 12" NAILS @ 6"O.C.(U.O.N. ON WALL LAYOUT)INTERIOR VAULT VERTICAL WEB IN GABLEEND TRUSS 2x__ L-BRACE NAILED TOVERTICAL WEB WITH0.131"x 3" NAILS @ 6"O.C.16" OR 24" O.C.SPACING (SEE TABLE) END VERTICAL BRACING REQUIREMENTS BRITTLE FINISHFLEXIBLE FINISHBRACING 16"O.C. 16"O.C.NONE REQUIRED 0" TO 53" 0" TO 67"2x4 L-BRACE 54" TO 114" 68" TO 145"2x6 L-BRACE115" TO 182" 146" TO 232"END VERTICAL HEIGHT (TYPICAL)RATED ROOF SHEATHING2x__ LOOKOUTS AT 48"O.C. 24"O.C. 24"O.C. 0" TO 47" 0" TO 59" 48" TO 99" 60" TO 126" 100" TO 158" 127" TO 201"NOTE:BRITTLE FINISHES ARE STUCCO OR ADHERED VENEERFLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL,BRICK VENEER, ETC.BALLOON FRAMED STUDS(AS NOTED)2x4 SYP BLOCKING BETWEENLOOKOUTSROOF SHEATHING (AS NOTED)2x4 LOOKOUTS @ 48"O.C. FOROVERHANG H2.5A AT EACH LOOKOUTSINGLE PLATE NAIL TO TRUSSBOTTOM CHORDWITH 0.131" x 3 14"NAILS @ 6"O.C. S E E D E T A I L " G " O N S D - 6 W H E R E T H R E A D E D R O D S A R E S P E C I F I E D . 2 x _ _ B A R G E R A F T E R F A S C I A ( B Y O T H E R S ) G A B L E E N D T R U S S ( D R O P G A B L E ) 2 x 4 L O O K O U T S @ 4 8 " O . C . ( 3 ) 0 . 1 3 1 " x 3 1 4 " T O E N A I L S A T E A C H L O O K O U T T O T O P C H O R D O F T R U S S . 2 x 6 B R A C E S P A C E D @ 4 8 " O . C . U N L E S S O T H E R W I S E N O T E D O N R O O F L A Y O U T . G Y P S U M B O A R D C E I L I N G R O O F S H E A T H I N G ( A S N O T E D ) N O T E : A L L M E M B E R S S H A L L B E # 2 S Y P . 2 x 4 B L O C K I N G R E Q U I R E D B E T W E E N L O O K O U T S N A I L B R A C E T O B L O C K I N G W I T H ( 5 ) 0 . 1 3 1 " x 3 1 4 " N A I L S 2 x 6 B L O C K I N G B E T W E E N T R U S S E S W I T H ( 3 ) 0 . 1 3 1 " x 3 1 4 " N A I L S E A C H E N D A D D 2 x 4 T - B R A C E N A I L E D @ 6 " O . C . W I T H 0 . 1 3 1 " x 2 1 2 " N A I L S I F B R A C E L E N G T H E X C E E D S 9 ' - 0 " . T O E N A I L B O T T O M C H O R D O F T R U S S T O D O U B L E P L A T E W I T H 0 . 1 3 1 " x 3 1 4 " N A I L S @ 8 " O . C . G B C C L I P - ( 2 ) R E Q U I R E D A T E A C H B R A C E 2 x 4 D R Y W A L L B A C K I N G I N S T A L L E D C O N T I N U O U S L Y B E T W E E N B R A C E S 45° M A X . S E C T I O N - G A B L E E N D D I A G O N A L B R A C I N G FSD-6 T H R E A D E D R O D N O T S H O W N F O R C L A R I T Y S E C T I O N - P L A T F O R M F R A M E D G A B L E E N D G S D - 6 N U T & 3 " x 3 " x 1 4 " W A S H E R B O T T O M C H O R D O F G A B L E E N D T R U S S T H R E A D E D R O D A S S E M B L Y 1 2 " L O N G S C A B ( M A T C H B O T T O M C H O R D ) W I T H 1 2 " S P A C E R S V E R T I C A L W E B O F G A B L E E N D T R U S S T O P C H O R D O F G A B L E E N D T R U S S R O O F S H E A T H I N G ( A S N O T E D ) 2 x 4 L O O K O U T S @ 4 8 " O . C . F O R O V E R H A N G H 3 O R E Q U A L A T E A C H L O O K O U T 2 x _ _ S T U D S ( 2 ) 2 x _ _ D O U B L E P L A T E A A B O T T O M C H O R D O F G A B L E E N D T R U S S 1 2 " L O N G 2 x _ _ S C A B ( M A T C H B O T T O M C H O R D ) W I T H 1 2 " S P A C E R S - N A I L w / ( 3 ) 0 . 1 3 1 " x 3 " N A I L S T H R E A D E D R O D A S S E M B L Y N U T & 3 " x 3 " x 1 4 " W A S H E R ( S E E T H R E A D E D R O D A S S E M B L Y D E T A I L S . ) S E C T I O N A - A EXTERIOR SHEATHING SHALLBE NAILED TO BOTTOM CHORDOF TRUSS WITH0.131"x 2 1/2" NAILS @ 6"O.C. (U.O.N. ON WALL LAYOUT) L S T A 1 2 , L T P 4 , O R S D W C 1 5 6 0 0 @ 4 8 " O . C . H 3 C L I P O R S D W C 1 5 4 5 0 O R E Q U A L A T E A C H L O O K O U T 1 8 " = 1 ' - 0 " ( U . O . N . ) S D - 6 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : T R U S S B R A C I N G A N D G A B L E D E T A I L S C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . DETAIL - TYPICAL DTT2-Z INSTALLATIONBSD-7CSD-7DSD-7 DETAIL - TYPICAL HTT5 INSTALLATIONDETAIL - TYPICAL HDU8 INSTALLATION MONOLITHIC FOUNDATION - EXTERIOR12" x 12" TITEN HD SCREW ANCHORor 58" THREADED ROD SET 7" INTO ADHESIVESTEMWALL FOUNDATION - EXTERIOR58" THREADED ROD SET 12" INTO ADHESIVEINTERIOR APPLICATIONS-IF EDGE DISTANCE EXCEEDS 5" USE12" x 12" TITEN HD SCREW ANCHORor 58" x 8" TITEN HD SCREW ANCHORor 58" THREADED ROD SET 6" INTO ADHESIVEMONOLITHIC FOUNDATION - EXTERIOR78" THREADED ROD SET 12" INTO ADHESIVESTEMWALL FOUNDATION - EXTERIOR78" THREADED ROD SET 12" INTO ADHESIVEINTERIOR APPLICATIONS-IF EDGE DISTANCE EXCEEDS 5" USE78" THREADED ROD SET 8" INTO ADHESIVE DETAIL - EXTERIOR B E A M T O W A L L C O N N E C T I O N ESD-7DETAIL - TYPICAL C O N N E C T I O N S A T E X T E R I O R P O S T FSD-7 NOTC H B E A M A S R E Q U I R E D T O FIT BE N E A T H D O U B L E P L A T E EXTER I O R B E A M ( A S N O T E D ) DOUBL E P L A T E BEAM B E A R S O N ( 2 ) 2 x _ _ J A C K S (TYPIC A L - U . O . N . ) BEAM I N S T A L L E D B E N E A T H D O U B L E P L A T E EXTER I O R B E A M ( A S N O T E D ) DOUBL E P L A T E BEAM B E A R S O N ( 2 ) 2 x _ _ J A C K S (TYPIC A L - U . O . N . ) INSTA L L D S P C L I P S @ 2 4 " O . C . O R SPH__ @ 3 2 " O . C . CONDITIO N : 1 CONDITION: 2 (NOTCHED BEA M ) (DROPPE D B E A M ) NAIL S H E A T H I N G T O D O U B L E P L A T E W I T H (2) RO W S O F 0 . 1 3 1 " x 2 1 2 " N A I L S @ 6 " O . C . NAIL S H E A T H I N G A L O N G B O T T O M O F H E A D E R @ 3 " O . C . ( A L T E R N A T E T O D S P C L I P S ) EXTERIOR BEAM(AS NOTED)H6 CLIP FROMPOST TO BEAMLAP BEAM PLIES A N D NAIL AS SHOWN - ( 5 ) 0.131"x 3 14" NAIL S P E R P L Y PT POST (AS NOT E D ) H6 CLIP FROM P O S T TO BEAMEXTERIOR BEAM(AS NOTED) A B U P O S T B A S E ( A S N O T E D ) 5 8 " T H R E A D E D R O D W I T H N U T S E T I N A D H E S I V E ( 7 " E M B E D M E N T ) P T P O S T ( A S N O T E D ) PLAN VIEW AT TOP OF POSTSIDE V I E W A T B A S E O F P O S T MONOLITHIC FOUNDATION - EXTERIOR38" x 6" TITEN HD SCREW ANCHORor 38" x 6" SCREW ANCHOR BY HURRI-BOLT, INC.or 38" THREADED ROD SET 4 12" INTO ADHESIVESTEMWALL FOUNDATION - EXTERIOR12" THREADED ROD SET 7" INTO ADHESIVEINTERIOR APPLICATIONS-IF EDGE DISTANCE EXCEEDS 5"USE MONOLITHIC CONDITION DETAIL - UPPER LEVEL STUD OVER BEAMTHIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED U P P E R L E V E L S T U D C S 1 6 S T R A P ( C U T T O L E N G T H ) F R O M U P P E R S T U D T O H E A D E R B E L O W @ 3 2 " O . C . ( U . O . N . ) . N A I L I N T O U P P E R S T U D W I T H ( 1 1 ) 1 0 d A N D N A I L I N T O H E A D E R W I T H ( 1 1 ) 1 0 d N A I L S . B E G I N N A I L I N G 1 " M I N I M U M A B O V E S O L E P L A T E F L O O R S Y S T E M ( A S N O T E D ) D O U B L E P L A T E L O W E R L E V E L H E A D E R ( A S N O T E D ) N A I L I N G N O T R E Q U I R E D B E T W E E N U P P E R S I L L P L A T E A N D L O W E R D O U B L E P L A T E . B E G I N N A I L I N G 1 " M I N I M U M B E L O W D O U B L E P L A T E I N S T A L L S S P o r S P H _ _ C L I P S A T 3 2 " O . C . A T D O U B L E P L A T E A L T E R N A T E : M S T A 2 4 S T R A P L O O P E D O V E R D O U B L E P L A T E N A I L E D W I T H ( 6 ) 1 0 d x 1 1 2 " N A I L S I N T O E A C H S I D E O F S T U D UPPER LEVEL STUDBEAM (AS NOTED)CS16 STRAP (CUT TO LENGTH) FROM UPPERSTUD TO BEAM BELOW @ 32"O.C. (U.O.N.).NAIL INTO UPPER STUD WITH (11) 10d AND NAILINTO BEAM WITH (11) 10d NAILS.BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATEBEGIN NAILING 1" MINIMUM BELOW TOP OFBEAM NOTE:ATTACH DOUBLE PLATE TO STUD PERDETAIL "G" ON SD-7ASD-7 D E T A I L - C O N N E C T I O N O F U P P E R L E V E L S T U D T O H E A D E R B E L O W G S D - 7 T H I S D E T A I L O N L Y A P P L I E S W H E N S P E C I F I C A L L Y R E F E R E N C E D (USP DTB-TZ SIMILAR)(USP PHD5 SIMILAR)(USP PHD6 SIMILAR) A L T E R N A T E A N C H O R : 1 2 " x 6 " T I T E N H D ( M E C H A N I C A L L Y G A L V A N I Z E D ) W I T H 2 " x 1 8 " W A S H E R 1 8 " = 1 ' - 0 " ( U . O . N . ) S D - 7 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2020 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : M E T A L C O N N E C T O R D E T A I L S C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S . A D E T A I L - N A R R O W W A L L M E T H O D D E T A I L D O U B L E P L A T E F A S T E N P L A T E T O H E A D E R w/ (2) RO W S O F 0 . 1 3 1 " x 3 1 4 " @ 3 " O . C . M I N I M U M ( 3 ) S T U D S 5 8 " E P O X I E D A N C H O R B O L T w / 7 " M I N . E M B E D M E N T w / M I N I M U M 2 " x 2 " x 3 1 6 " P L A T E W A S H E R M I N I M U M 3 " x 1 1 1 4 " H E A D E R ( S E E L A Y O U T ) M A Y B E R A I S E D T O B O T T O M O F D O U B L E P L A T E ( M A X I M U M 1 0 ' H E I G H T ) M I N I M U M ( 3 ) 2 x 4 F L A T W I S E R E Q U I R E D A T T O P O F O P E N I N G W I T H R A I S E D H E A D E R ( 2 ) M S T A 3 0 S T R A P S M I N I M U M ( 2 ) S T U D S E M B E D D E D S T R A P P E R D E T A I L " F " O N S H E E T S D - 1 ( O R H T T 5 I F N O T E D ) MIN I M U M 7 1 6 " R A T E D S H E A T H I N G APPLY S H E A T H I N G H O R I Z O N T A L L Y FOR STU C C O A P P L I C A T I O N S , E X C E P T THA T 7 1 6 " S T R U C T U R A L 1 R A T E D OR 1532 " R A T E D S H E A T H I N G M A Y B E I N S T A L L E D V E R T I C A L L Y C O N C R E T E F O O T I N G P E R F O U N D A T I O N P L A N N O T E : S H E A T H I N G O N L Y S H O W N F O R N A R R O W W A L L S E C T I O N R E M A I N I N G S H E A T H I N G N O T S H O W N F O R C L A R I T Y FAS T E N S H E A T H I N G T O H E A D E R IN 3" G R I D P A T T E R N A N D F A S T E N SHEATHIN G T O A L L F R A M I N G @ 3 " O . C . U S E 0 . 1 3 1 " x 2 1 2 " N A I L S A T A L L L O C A T I O N S ( U . O . N . ) 10'-0" MAXIMUM HEADER HEIGHT PONY WALL HEIGHT 12'-0" MAXIMUM TOTAL WALL HEIGHT E M B E D D E D S T R A P P E R D E T A I L " F " O N S H E E T S D - 1 ( O R H T T 5 I F N O T E D ) TYPICAL BLOC K I N G A T P A N E L E D G E S W I T H 0.131" x 3" NAILS @ 3 " O . C . I N E A C H P A N E L E D G E A P A W A L L D E T A I L 1 8 " = 1 ' - 0 " ( U . O . N . ) S D - 8 C H E C K E D B Y : R E V I S I O N S : D R A W N B Y : R E L E A S E D A T E : D O N O T S C A L E T H I S D R A W I N G S H E E T : S C A L E : © 2019 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc. C O M M E N T S : T I T L E : C L I E N T : P R O J E C T : J O B N U M B E R : C O U N T Y : E N G I N E E R I N G , U L S B E R G 1 2 0 5 8 S A N J O S E B L V D , # 1 0 0 1 J A C K S O N V I L L E , F L 3 2 2 2 3 9 0 4 . 8 8 6 . 2 4 0 1 w w w . H u l s b e r g E n g i n e e r i n g . c o m H I N C . F L O R I D A R E G I S T R Y # 2 5 8 4 6 P I N N A C L E H O M E S P A R C E L # 1 D U T T O N I S L A N D D u t t o n I s l a n d D r i v e ( 1 8 9 1 - A ) 1 8 - 1 1 3 0 0 1 - 2 2 - 2 0 D U V A L D J M J J J J E S S E J . J A N N E T T E , P E S T A T E O F F L O R I D A , P R O F E S S I O N A L E N G I N E E R , L I C E N S E N o . 7 8 6 2 3 . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y J E S S E J . J A N N E T T E , P E O N 0 6 - 1 7 - 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S .