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HomeMy WebLinkAboutP_Site_Plan_260107_v4BASED 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 . Do w n Do w n House House House House 1' 8" 4' 1' 8" 1' 8" 4' 1' 8" DOUBLE 2X10 DROP BEAMDOUBLE 2X10 DROP BEAM 32 ' 12' 32 ' 12' Deck 12' 32 ' 12' 32 ' Total Depth: 18 Base Diameter: 16 Pier Diameter: 12 Footings to be installed to 18" depth as is required by your local building ordinance. Frost footing sizes based on 55 lbs per square foot tributary loads applied to 1500 psi soil compression capacity (assumed clay soil). See footing detail in deck construction guide. BULDING BACK OF THE BULDING FRONT OF THE BULDING 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" 1' 4"1' 4"1' 4"1' 4" 1' 9 " 3' 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"1' 4" 1' 4"1' 4"1' 4" 1' 9 " 3' BASED ON THE INTERNATIONAL RESIDENTIAL CODESCALE: 1/4" = 1' WHEN PRINTED ON 11X17 PAPER STAIR FOOTING REQUIREMENTS WHERE THE STAIRWAY MEETS GRADE, ATTACH THE STAIR STRINGERS TO THE STAIR GUARD RAIL POSTS. POSTS SHALL BEAR ON FOOTINGS DISCLAIMER: USE ONLY 2,500 PSI CONCRETE FOR FROST FOOTING FOUNDATIONS. 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 Fo o t i n g s t o b e i n s t a l l e d t o 1 8 " d e p t h a s i s r e q u i r e d b y y o u r l o c a l b u i l d i n g o r d i n a n c e . Fr o s t f o o t i n g s i z e s b a s e d o n 5 5 l b s p e r s q u a r e f o o t t r i b u t a r y l o a d s a p p l i e d t o 1 5 0 0 p s i s o i l c o m p r e s s i o n c a p a c i t y ( a s s u m e d c l a y so i l ) . Se e f o o t i n g 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 . House House House House 24 ' 3 1 / 4 " 13 ' 1 0 1 / 4 " 3' 4 1 / 4 " 7' 3 1 / 4 " 2 3/4" 4' 6' 8' 11' 9 1/4" 7' 3 1 / 4 " 9' 1 1 / 1 6 " 5' 5 7/16" 49' 2" Total Depth: 18 Base Diameter: 16 Pier Diameter: 12 Footings to be installed to 18" depth as is required by your local building ordinance. Frost footing sizes based on 55 lbs per square foot tributary loads applied to 1500 psi soil compression capacity (assumed clay soil). See footing detail in deck construction guide. BULDING BACK OF THE BULDING FRONT OF THE BULDING NEW PLAYGROUND LEFT SIDE OF THE BULDING FRON STREE VIEW 
 Plan Specifications Deck Name: Custom DESCRIPTION SPECIFICATION Deck Name Custom Deck Square Feet 384 sq ft Stairs Square Feet 14 sq ft Total Width 12' Total Depth 32' Designed Height 1' 9" 12/25/25, 8:48 PM Decks https://designer.decks.com/specificationList 1/1 Material List Deck Name: Custom Lumber QUANTITY MATERIAL Deck 44 2 x 10 x 12' 1 6 x 6 x 8' 1 6 x 6 x 12' Deck Surface 68 5/4 x 6 x 14' Deck Rails 2 5/4 x 6 x 12' 4 5/4 x 6 x 16' 1 5/4 x 6 x 10' 1 4 x 4 x 8' 7 4 x 4 x 12' 4 2 x 4 x 12' 8 2 x 4 x 16' 1 2 x 4 x 14' 182 2 x 2 x 36" Stairs 1 5/4 x 6 x 8' 1 5/4 x 6 x 16' 1 2 x 12 x 16' 1 2 x 6 x 8' Stairs 1 5/4 x 6 x 8' 1 5/4 x 6 x 16' 1 2 x 12 x 16' 1 2 x 6 x 8' Hardware 12/25/25, 8:47 PM Decks https://designer.decks.com/materialList 1/2 QUANTITY DESCRIPTION 16 Standard Joist Hanger 10 lbs 10d nails x 3" 6 Post To Beam Connector 14 Post Base Connector 3 lbs 16d nails x 3.5" 14 5/8 x 4 inch wedge anchor bolt 16 1/2 x 8 inch bolt w/ washer 8 Hurricane Tie 2 lbs 10d nails x 1.5" 6 lbs 2.5 inch screw 76 lbs 3 inch screw 22 6 inch structural screw 10 Stair Stringer Connector 54 60 lb bags of concrete 12/25/25, 8:47 PM Decks https://designer.decks.com/materialList 2/2 A0.0 LOT AREA: CODES SITE INFORMATION LEGAL DESCRIPTION: PARCEL NUMBER: ADDRESS: OWNER DRAWING LIST 2 SHT#1 A0 COVER SHEET 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL) 2021 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (ARCHITECTURAL) 2021 WASHINGTON STATE ENERGY CODE 2021 INTERNATIONAL FIRE CODE (IFC) 2021 UNIFORM PLUMBING CODE (UPC) 5 ELEVATION AND DETAILS A0.3 SCOPE SUMMARY STRUCTURAL VICINITY MAP LOCATION PROJECT DESCRIPTION: DAY CARE RENOVATION. 7 S. CODE SHEETS010 3 SITE PLANA0.14 FLOOR PLANS A0.2 6 DETAILSA0.4 A0 COVER SHEET 8 S. FLOOR PLANS1109S. FLOOR PLANS12010S. DETAILSS210 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 6 DA Y C A R E CO S T U M E R : 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 8 A0.0 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 6 DA Y C A R E CO S T U M E R : 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 8 N NEW FENCED PLAYGROUND NEW RAMP NEW RETAININGWALL 3' HEIGHT NEW FENCE NEW FENCE SITE PLAN SCALE: 1/16" = 1'-0"1 N A0.1 CO S T U M E R : 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 8 DA Y C A R E 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 6 cd f d f f d f d f f B24R B24R B24R B24R B2 4 R B3 4 B2 4 R B24R B24R B24R B24R B2 4 R B3 4 B2 4 R 64 4 0 D C 11040DH 3540DH30683540DH 26 6 8 26 6 8 2668 2668 26 6 8 2840DH286831040DH 31 0 4 0 D H 30 6 8 44 4 0 D H 36 6 8 2668 21 0 4 0 D H 21 0 4 0 D H 606821040DH5940DH 26 6 8 36 6 8 2668 4x4 Post 8x 8 P o s t 1'-11 7/8"2'-10"1'-5 1/8"7'-10 1/2"6'9'-7 1/2" 2'-0 1/2"2'-8"2'-2"2'-8"9 1/2" 1'-10 7/16"3'-4 9/16"2'-9"3'4"2'-1 5/16"3'-4 1/2"3'-5 5/16" 4'-2"8'-0 3/8"3 1/2"11'-4"8'-11 1/8" 32'-9" 11 ' - 6 " 9' - 3 " 20 ' - 9 " 3' - 1 0 3 / 4 " 2'-2"1'-10"2'-8 1/2" 14'-6"6'-8 1/2"11'-6 1/2" 32'-9" 2' - 9 5 / 8 " 6' - 4 1 / 8 " 3' - 3 1 / 2 " 12 ' - 5 1 / 4 " 8' - 1 1 / 8 " 4' - 1 3 / 8 " 24 ' - 7 3 / 4 " 2' - 2 1 / 2 " 4' - 4 " 3' - 3 7 / 8 " 3' 1' - 5 1 / 2 " 3' - 1 0 " 1'- 1 0 1 / 8 " 20 ' 12'-3"4 1/2"19'-4 1/2" 32' 3'-10"9'-1 9/16" 14'-4 1/2"5'-4 1/2"1'-11"10'-4" 32' 20 ' 3'-2 3/4"5'-9"7 3/4" 9'-7 1/2"2'-7"6'-3"23'-6" 41'-11 1/2" 11 ' - 1 0 " 1' - 1 1 " 2' - 1 0 " 2' - 8 5 / 1 6 " 2' - 1 0 " 1' - 6 1 1 / 1 6 " 11 ' - 1 0 " 29'-9"12'-2 1/2" 41'-11 1/2" 711 SQ FT 11'-3" X 13'-3" 11'-8" X 11'-8" 11'-0" X 11'-7" 19 ' - 0 " X 1 8 ' - 1 0 " 8'-1" X 11'-0" 13'-8" X 8'-5" 6'-4" X 6'-2" 64 0 S Q F T 19 ' - 0 " X 1 1 ' - 5 " 22'-8" X 10'-10" 497 SQ FT 11'-8" X 10'-10" LIVING AREA LI V I N G A R E A LIVING AREA BATH OFFICE OFFICE OFFICE OFFICE ENTRY OF F I C E EN T R Y BONUS KITCHEN EXISTING MAIN FLOOR PLAN 1/4":1'SCALE EXISTING TRAILER FLOOR PLAN 1/4":1'SCALE EXISTING DOWN LEVEL FLOOR PLAN 1/4":1'SCALE FLOOR PLAN SCALE: 1/4" = 1'-0"1 A0.2 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 6 DA Y C A R E CO S T U M E R : 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 8 64 4 0 D C 11040DH 30683540DH 26 6 8 26 6 8 2668 2668 26 6 8 4x4 Post 1'-10 7/16"3'-4 9/16"2'-9"3'4"2'-1 5/16"3'-4 1/2"3'-5 5/16" 4'-2"8'-0 3/8"3 1/2"11'-4"8'-11 1/8" 32'-9" 11 ' - 6 " 9' - 3 " 20 ' - 9 " 3' - 1 0 3 / 4 " 2'-2"1'-10"2'-8 1/2" 14'-6"6'-8 1/2"11'-6 1/2" 32'-9" 2' - 9 5 / 8 " 6' - 4 1 / 8 " 3' - 3 1 / 2 " 12 ' - 5 1 / 4 " 8' - 1 1 / 8 " 4' - 1 3 / 8 " 24 ' - 7 3 / 4 " 711 SQ FT 11'-8" X 11'-8" 11'-0" X 11'-7" 8'-1" X 11'-0" 13'-8" X 8'-5" 6'-4" X 6'-2" LIVING AREA BATH DINING ROOM CLASS ROOM A CLASSROOM C CLASSROOM B PROP MAIN FLOOR PLAN 1/4":1'SCALE 3068 EMERGENCY EXIT DROP IN COUNTER TOP 3068 EMERGENCY EXIT 2840DH286831040DH 31 0 4 0 D H 30 6 8 44 4 0 D H 36 6 8 2668 21 0 4 0 D H 21 0 4 0 D H 606821040DH5940DH 26 6 8 36 6 8 2668 8x 8 P o s t 1'-11 7/8"2'-10"1'-5 1/8"7'-10 1/2"6'9'-7 1/2" 2'-0 1/2"2'-8"2'-2"2'-8"9 1/2" 2' - 2 1 / 2 " 4' - 4 " 3' - 3 7 / 8 " 3' 1' - 5 1 / 2 " 3' - 1 0 " 1' - 1 0 1 / 8 " 20 ' 12'-3"4 1/2"19'-4 1/2" 32' 3'-10"9'-1 9/16" 14'-4 1/2"5'-4 1/2"1'-11"10'-4" 32' 20 ' 3'-2 3/4"5'-9"7 3/4" 9'-7 1/2"2'-7"6'-3"23'-6" 41'-11 1/2" 11 ' - 1 0 " 1' - 1 1 " 2' - 1 0 " 2' - 8 5 / 1 6 " 2' - 1 0 " 1' - 6 1 1 / 1 6 " 11 ' - 1 0 " 29'-9"12'-2 1/2" 41'-11 1/2" 19 ' - 0 " X 1 8 ' - 1 0 " 64 0 S Q F T 19 ' - 0 " X 1 1 ' - 5 " 22'-8" X 10'-10" 497 SQ FT 11'-8" X 10'-10" LI V I N G A R E A LIVING AREA OF F I C E EN T R Y BONUS KITCHEN PROP. TRAILER FLOOR PLAN 1/4":1'SCALE PROP. DOWN LEVEL FLOOR PLAN 1/4":1'SCALE DW FLOOR PLAN SCALE: 1/4" = 1'-0"1 A0.3 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 6 DA Y C A R E CO S T U M E R : 45 0 8 n e 4 t h s t RE N T O N , W A 9 8 0 5 8