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HomeMy WebLinkAbout9023 Yelm Submittal DocsOro NO`v5. N1 -I ." 10 vs, zTkNI&I L \�, CA- woJ,�D �� ��'�/�'��S Fob Mir �S BASED ON THE INTERNATIONAL RESIDENTIAL CODESCALE: 1/4" = 1' WHEN PRINTED ON 11X17 PAPER DISCLAIMER: THIS PLAN IS NOT CONSIDERED COMPLETE UNLESS APPROVED BY YOUR BUILDING INSPECTOR OR STRUCTURAL ENGINEER. BUILDER ACCEPTS ALL RESPONSIBILITY AND LIABILITY. DECKS.COM LLC AND ASSOCIATED SPONSORS ACCEPT NO LIABILITY FOR THE USE OF THIS PLAN. STAIRWAY ILLUMINATION: ALL EXTERIOR STAIRWAYS SHALL BE ILLUMINATED AT THE TOP LANDING TO THE STAIRWAY. ILLUMINATION SHALL BE CONTROLLED FROM INSIDE THE DWELLING OR AUTOMATICALLY ACTIVATED. DISCLAIMER: ONLY USE #2 OR BETTER PRESSURE TREATED SOUTHERN PINE 2X10 FOR FRAMING MATERIALS. NEVER SUBSTITUTE SOFTWOODS OR COMPOSITE FOR FRAMING MATERIALS. DISCLAIMER: THIS PLAN IS NOT CONSIDERED COMPLETE UNLESS APPROVED BY YOUR BUILDING INSPECTOR OR STRUCTURAL ENGINEER. BUILDER ACCEPTS ALL RESPONSIBILITY AND LIABILITY. DECKS.COM LLC AND ASSOCIATED SPONSORS ACCEPT NO LIABILITY FOR THE USE OF THIS PLAN. © DECKS.COM LLC 2x 1 0 L e d g e r B o a r d t o b e f l a s h e d a n d b o l t e d ( 2 ) 1 / 2 " b o l t s w i t h w a s h e r s o r e q u i v a l e n t e v e r y 1 6 " o n c e n t e r . ( S e e l e d g e r d e t a i l i n de c k c o n s t r u c t i o n g u i d e ) Jo i s t s t o b e 2 x 1 0 p r e s s u r e t r e a t e d s o u t h e r n y e l l o w p i n e i n s t a l l e d 1 6 " o n c e n t e r . Be a m s t o b e 2 - 2 x 1 0 p r e s s u r e t r e a t e d s o u t h e r n y e l l o w p i n e n a i l e d . Gu a r d R a i l s t o b e 3 6 " h i g h w i t h l e s s t h a n 4 " o p e n i n g s p e r I R C c o d e . ( S e e r a i l d e t a i l i n d e c k c o n s t r u c t i o n g u i d e ) St a i r s t o b e b u i l t m a x r i s e 7 - 3 / 4 " m i n r i s e 4 " i n r u n 1 0 " p e r I R C c o d e . ( S e e s t a i r d e t a i l i n d e c k c o n s t r u c t i o n g u i d e ) De c k i n g t o b e 5 / 4 x 6 P r e s s u r e T r e a t e d P i n e . ( F o l l o w 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 i n s t r u c t i o n s ) Al l h a r d w a r e t o b e c o r r o s i o n r e s i s t a n t a n d i n s t a l l e d p e r m a n u f a c t u r e r s ' i n s t r u c t i o n s . 1' 4"1' 4"1' 4"1' 4"1' 4" 1' 4"1' 4"1' 4"1' 4"1' 4" 11 ' 1 " 3' FRONT ELEVATION 18"X18" 11' 3' 28' BASED ON THE INTERNATIONAL RESIDENTIAL CODESCALE: 1/4" = 1' WHEN PRINTED ON 11X17 PAPER DISCLAIMER: THIS PLAN IS NOT CONSIDERED COMPLETE UNLESS APPROVED BY YOUR BUILDING INSPECTOR OR STRUCTURAL ENGINEER. BUILDER ACCEPTS ALL RESPONSIBILITY AND LIABILITY. DECKS.COM LLC AND ASSOCIATED SPONSORS ACCEPT NO LIABILITY FOR THE USE OF THIS PLAN. STAIRWAY ILLUMINATION: ALL EXTERIOR STAIRWAYS SHALL BE ILLUMINATED AT THE TOP LANDING TO THE STAIRWAY. ILLUMINATION SHALL BE CONTROLLED FROM INSIDE THE DWELLING OR AUTOMATICALLY ACTIVATED. DISCLAIMER: ONLY USE #2 OR BETTER PRESSURE TREATED SOUTHERN PINE 2X10 FOR FRAMING MATERIALS. NEVER SUBSTITUTE SOFTWOODS OR COMPOSITE FOR FRAMING MATERIALS. DISCLAIMER: THIS PLAN IS NOT CONSIDERED COMPLETE UNLESS APPROVED BY YOUR BUILDING INSPECTOR OR STRUCTURAL ENGINEER. BUILDER ACCEPTS ALL RESPONSIBILITY AND LIABILITY. DECKS.COM LLC AND ASSOCIATED SPONSORS ACCEPT NO LIABILITY FOR THE USE OF THIS PLAN. © DECKS.COM LLC 2x 1 0 L e d g e r B o a r d t o b e f l a s h e d a n d b o l t e d ( 2 ) 1 / 2 " b o l t s w i t h w a s h e r s o r e q u i v a l e n t e v e r y 1 6 " o n c e n t e r . ( S e e l e d g e r d e t a i l i n de c k c o n s t r u c t i o n g u i d e ) Jo i s t s t o b e 2 x 1 0 p r e s s u r e t r e a t e d s o u t h e r n y e l l o w p i n e i n s t a l l e d 1 6 " o n c e n t e r . Be a m s t o b e 2 - 2 x 1 0 p r e s s u r e t r e a t e d s o u t h e r n y e l l o w p i n e n a i l e d . Gu a r d R a i l s t o b e 3 6 " h i g h w i t h l e s s t h a n 4 " o p e n i n g s p e r I R C c o d e . ( S e e r a i l d e t a i l i n d e c k c o n s t r u c t i o n g u i d e ) St a i r s t o b e b u i l t m a x r i s e 7 - 3 / 4 " m i n r i s e 4 " i n r u n 1 0 " p e r I R C c o d e . ( S e e s t a i r d e t a i l i n d e c k c o n s t r u c t i o n g u i d e ) De c k i n g t o b e 5 / 4 x 6 P r e s s u r e T r e a t e d P i n e . ( F o l l o w 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 i n s t r u c t i o n s ) Al l h a r d w a r e t o b e c o r r o s i o n r e s i s t a n t a n d i n s t a l l e d p e r m a n u f a c t u r e r s ' i n s t r u c t i o n s . 1' 4" 1' 4" 1' 4"1' 4" 1' 4" 11 ' 1 " 3' SIDE ELEVATION 11' 3' 18"X18" 12' 28′-0″ 6′-8″0′-9″ NOTES FROM THE CUSTOMER DESIGN TITLE M I C H A E L YE LM DRAWING 1 JOB ID CUSTOMER NAME M a r a O l a i s SCALE N O T TO S C A L E CHECKED BY CUSTOMER EMAIL ADDRESS m a r a .c h o i x 8 a @ g m a i l .co m DATE 1 2 /1 2 /2 0 2 5 4 :5 4 P M PAGE 7 CHECK DATE THIS DRAWING WAS GENERATED BY DECK PLANNER SOFTWARE™ CUSTOMER PHONE NUMBER CREATED BY STORE Basic Decks Page 3 of 6 Post to Beam Connection w/ Knee Brace (Knee braces are required on posts greater than 4 feet in height.) Guardrail Attachment (Guardrails are required when the deck is more than 30 inches above the grade.) Basic Decks Page 4 of 6 Detail 1 – Ledger Attachment for Lateral Loads (Knee braces are required on posts greater than 4 feet in height.) Deck Connections (All fasteners, nails, bolts, screws and connectors must be corrosion resistant.) Connection: Fastening: Manufactured Connectors Follow manufacturer’s instructions Post to Footing Post base is required Post to Footing (High Winds) Consult with jurisdiction about additional uplift loads where wind exposure is greater then Risk Category B. Post to Beam Connector is required Ledger to House Framing See information on Sheet 5 and Sheet 6 Joist to Beam or Girder (3) 8d – Toe nailed Blocking or Bridging to Joist (2) 10d –Toe nailed @ each end Wooden Deck Boards (2) 8d threaded nails OR (2) No. 8 screws Composite Decking Follow manufacturer’s instructions