My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
829 56TH PL SW 2020 Plans 2022-12-06
>
Address Records
>
56TH PL SW
>
829
>
Plans
>
829 56TH PL SW 2020 Plans 2022-12-06
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/6/2022 1:21:50 PM
Creation date
11/10/2020 3:48:51 PM
Metadata
Fields
Template:
Address Document
Street Name
56TH PL SW
Street Number
829
Permit
B2002-013
Year
2020
Notes
ADD ROOF OVER EXTG PATIO FOR ADU
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
5
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
I <br /> 40'-O' \ <br /> 3'-IT' 1O'-O' 6'-6' / 6'-6" 6'-6' 6'-4• )3 = g <br /> DUOSAND CLIENT ARE RESPONSIBLE TO VERIFY ti !b-O <br /> HEIGHT, DIMENSIONS, PLATE HEIGHT,FLOOR z a <br /> EXIST DECK ABOVE FLIGHT. OVERHANG. ROOF PITCH MATCH COSTING. J <br /> �l a <br /> (TYP LNE OF EXIST P 4T10 OF c9 "' �n�n <br /> EXG COL OF 2 LOCS 6 PAlk NEW WIC. Q E s <br /> ® NEW COM �` _ $ <br /> W rz GENERAL NOTES <br /> El <br /> FOR WINDOWS WTH OPERABLE OPENINGS MORE THAN 72' co <br /> W ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE <br /> LINE OF EXIST PATIO 4x6 DF#1 R-03 4x6 DUI R-03 4x6 (Ff1 R-03 4x6 DF R-02 0 <br /> - �— - - ® _ _ ® _ I _ LOWEST PART OF THE CLEAR OPENING SHALL BE 24' "� �VI <br /> Cv <br /> o MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN O v''g N°D <br /> WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH = N Z a <br /> 23 <br /> it P.T. 4x4 HIP COL. CONNECT TO FTC. W/ c NEW CONC. b OR WHEN FALL PREVENTION DEVICES ARE PROVIDED PER Li Isa SIMPSON ABU44Z AND TO BEAM ABV. W/ F ASTM F 2090 OR R312.2.2. Li <br /> SIMPSON BC4(TIP.OF 5 LOCS) a <br /> Sd °- ,n <br /> i PROVIDE SAFETY GLASS PER IRC R308GO In . v 8 <br /> r EXIST CANT ABV -1 SKYLIGHTS TO BE DOUBLE PANEL,SHATTER RESISTANT <br /> e� APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, <br /> 2 FULLY TEMPERED GLASS, HEAT-STRENGTHENED GLASS, DO <br /> t ----- . OR WIRED GLASS. PROVIDE 4'MNMUM CURB (OR SELF oo <br /> -- - ----_ !I� I' MANUFACTURERFLAINGSEMBLY STIR M 3:12NS).MINIMUM PITCH OR PER °0 <br /> HOSE EBBS TO BE BACKFLOW PREVENTION AND FREEZE <br /> RESISTANT TYPE. <br /> ALL HOLDOWNS. FRAMING ANCHORS & SHEARWALL 0 n <br /> 9 EXIST NAILING MUST BE INSPECTED BEFORE COVERING. <br /> EXIST KITCHEN <br /> BED O LANDINGS & STAIRS AT EXT. DOORS R311.3 <br /> THERE SHALL DE A LANDING OR FLOOR ON EACH SE OF <br /> EACH EXTERIOR DOOR. THE WIDTH OF THE LANDNG SHALL <br /> NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING <br /> B DT Li SHALL HAVE A MINNUM DIMENSION OF 36' IN THE <br /> DIRECTION OF TRAVEL DE SLOPE SHALL NOT EXCEED 2X co <br /> LANDINGS AT REQUIRED EGRESS DOORS SHALL NOT BE , N <br /> MORE THAN 1)¢' LOWER THAN THE TOP OF THE THRESHOLD. 7 c m <br /> EXCEPTION: THE LANDING ON TIE EXTERIOR SIDE SHALL BE N <br /> NOT MORE THAN 7r BELOW THE TOP OF THE THRESHOLD w <br /> PROVIDED THE DOOR DOES NOT SWNG OVER THE LANDING. <br /> J I WHERE EXTERIOR LANDINGS SERVING THE REQUIRED EGRESS cc 5 <br /> LIVING I AARAMP ARE NOT <br /> AT GRACE. Y(SHALL <br /> 1.77)PTO PROVIDED <br /> �m Lt J <br /> I- DOORS OTHER THAN THE REQUIRED EGRESS DOOR SHALL <br /> BE PROVIDED MTH LANDNGS NOT MORE THAN 7 BELOW <br /> L g THE TOP OF THE THRESHOLD. EXCEPTIOPt A TOP LANCING <br /> IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE THAN <br /> TWO RISERS IS LOCATED ON TIE EXTERIOR SIDE PROVIDED <br /> -I f 1 1 ; THE DOOR DOES NOT SWING OVER THE STAIRWAY. <br /> STORM AND SCREEN DOORS SHALL BE PERMITTED TO SWING / <br /> I I OVER EXTERIOR STAIRS AND LANDINGS O <br /> IEXITM LAUNDRY JREATED WOOD NOTES: ~ N N <br /> I R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND o <br /> WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED = a Q I <br /> IN THE FTXLOWNG LOCATIONS BY THE USE OF NATURALLY r ^ 3 <br /> DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED v J M <br /> N ACCORDANCE WTH AWPA U1 FOR THE SPECIES, lio, , <br /> I PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES rn Lo L <br /> SHALL.DE WOO <br /> SHA LISTED IN SECTION 4 OF AWPA U1. X c„� <br /> 1. D JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL w co <br /> FLOOR WHEN CLOSER THAN 18'OR WOOD GIRDERS WREN <br /> CLOSER THAN 12' TO THE EXPOSED GROUND N CRAWL <br /> SPACES OR LNEXCAVATED AREA LOCATED WTHIN THE Q <br /> PERIPHERY OF THE BUILDING FOUNDATION. <br /> 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE <br /> EXIST OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS <br /> GARAGE THAN 8' FROM THE EXPOSED GROUND. <br /> 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY <br /> SLAB THAT IS IN DIRECT CONTACT Will THE GROUND <br /> EXIST UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS <br /> MOISTURE BARRIER. <br /> MECH 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR L'- 0 Ct <br /> MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF <br /> LESS THAN W ON TOPS, SIDES AND ENDS. <br /> 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE <br /> EXTERIOR CF A BUILDING HAVING A CLEARANCE OF LESS <br /> THAN 6' FROM THE GROUND OR LESS THAN 2'MEASURED <br /> VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO <br /> SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO Imo. fr• <br /> THE WEATHER. <br /> 6. WOOD STRUCTURAL MEMBERS SUPPORTING 0 L <br /> MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE <br /> EXPOSED 1O THE WEATHER, SUCH AS CONCRETE OR 0 0 <br /> IMPERVIOUS <br /> MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS <br /> OR ROOFS BY AN 'ERVIOUS MOISTURE BAR IER. 2,... Rr w <br /> 7. WOOD FURRING STRIPS OR OTHER W000 FRAMING z ix <br /> MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF I . <br /> EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW ¢ a w <br /> GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS = <br /> APPLIED BETWEEN THE WALL AND TIE FURRING STRIPS OR P o z <br /> FRAMING MEMBERS. 0 0 `„L <br /> EXIST NEW CONC. R317.1.1. FEUD CUT END, NOTCHES, MD DRILLED HOLES OF I O z <br /> COV PRESSURE TREATED WOOD SHALL BE RETREATED IN THE 1.= <br /> PORCH EXIST. FIELD PER AWA M4. .Q CD <br /> DRIVE R317.3.1. FASTENERS FOR PRESSURE PRESERVATIVE AND Weil <br /> FIRE-RETARDANT-TREATED WOOD SHALL BE OF Wo <br /> HOT-01PPED GALVANIZED STEEL, STAINLESS STEEL, SILICON L' <br /> BRONZE, OR COPPER. SHEARWALL BOTTOM PLATE NAILING <br /> AND ALL NAILING AT PRESERVATIVE TREATED WOOD <br /> MEMBERS SHALL BE HOT-DIPPED ZINC-COALED GALVANIZED <br /> STEEL OR STAINLESS STEL NAILS. ZINC COATING WEIGHTS ` J <br /> FLOOR PLAN AS IREQUIRED PER ASTM A 153. N TIE ABSENCE GF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM CC ASTM <br /> SCALE = 1'-D' A 653 TYPE G185 ZINC-COATED GALVANIZED STEEL, OR <br /> EQUIVALENT, SHALL BE USED. 3 <br /> PREVIOUS ADU PERMIT PLAN <br /> / 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.