3016 NASSAU ST 2019 Plans 2022-12-02

STRUCTURAL NOTES. g5UILID ING ENVELOPE SPECIFICATIONS: W o CODE: ENERGY CODE: THE INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 EDITION AND THE 2015 INTERNATIONAL PROVIDE THERMAL INSULATION IN ACCORDANCE WITH IRC RESIDENTIAL TABLE R402.1.I EXISTING BUILDING CODE (IE5C). ATTIC/ROOF R-49 LIVE LOADS: EXTERIOR WALL (EXISTING) R-15 (2x4 FRAMING) FLOOR 40 PSF FLOORS OVER UNCONDITIONED SPACE R-30 DECK 60 PSF ACCESS HATCHES AND DOORS SAME AS SPACE ACCESSING HVAC DUCTS (CRAWLSPACE OR ATTIC) R-8 PROVIDE ASPHALT PAVING pOUGLAS FIR NAILS: EXHAUST DUCTS (CRAWLSPACE OR ATTIC) R-4 OVERLAY (SHD'4 O NAILING SHALL BE IN ACCORDANCE W/ FASTENING SCHEDULE TABLES 23-25 IN ICC-ES HOT WATER PIPES R-4 SHADED) TO ELIMINATE EVALUATION REPORT ESR-1539 PREPARED FOR THE INTERNATIONAL STAPLE, NAIL AND TRIPPING HAZARD o TOOL ASSOCIATION (ISANTA). ALL NAILS SHALL HAVE STANDARD SIZE ROUND HEADS GLAZING u = 0.30 MAX. v UNLESS NOTED OTHERWISE ON THE DRAWINGS. NAIL LENGTHS AND DIAMETERS SHALL BE SKYLIGHTS u = 0.50 MAX. v AS FOLLOWS: DOORS u = 0.30 MAX. 106 3" x 0.131" DIA. I-^'' 10d COMMON 3" x 0.148" DIA. A PERMANENT CERTIFICATE LISTING THE PREDOMINANT R-VALUES, WINDOW AND DOOR U-VALUES, DUCT AND AIR LEAKAGE TESTING RESULTS SHALL BE POSTED ADJACENT TO ( a O i d ALL NAILS EXPOSED TO WEATHER OR IN CONTACT WITH PRESSURE TREATED WOOD THE ELECTRICAL PANEL. SHALL BE HOT-DIPPED GALVANIZED PER ASTM AI53-CLASS D. \ f4 ` / SCREWS INSTALLED IN WOOD: EXTERIOR DOORS (R402.4.3): \ ,// 0 SCREWS FOR INSTALLATION IN WOOD SHALL BE MANUFACTURED BY THE SIMPSON EXTERIOR DOORS SHALL HAVE AN AIR LEAKAGE RATE OF NO MORE THAN 0.5 cfm PER /I.- 01 STRONG-TIE COMPANY, IN ACCORDANCE WITH ICC-ES REPORT ESR-2236 AND IAPMO UES SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH NRFC 400 OR AAMANJOMA/GSA EXIST. ENTRY P REPORT *192. THE SCREW DIAMETERS AND LENGTHS ARE AS FOLLOWS: 101/I.S.2/A440. WALKWAY SDWS22 (0.22" DIAMETER, LENGTHS: 3" TO 10") CRAWLSPACE VAPOR RETARDER: I') 4 ' i. p PROVIDE 10 MIL THICK BLACK POLYETHYLENE SHEETING OR SIMILAR VAPOR RETARDER al ; _ SDS, SDWS22, SDWSl9, AND SDWH21 SCREWS HAVE PROPRIETARY CORROSION-RESISTANT WITH A PERM RATING OF LESS THAN OR EQUAL TO 0.1 (CLASS I) IN ACCORDANCE WITH o Qi o o N COATINGS EQUIVALENT TO ASTM AI53-CLASS D AND ARE INTENDED TO BE USED WHERE ASTM E 96. THE VAPOR RETARDER SHALL BE PLACED OVER THE EXPOSED EARTH RAISED WALKWAY DUE EXPOSED TO WEATHER OR IN CONTACT WITH MOST PRESSURE TREATED WOOD. AND FOOTINGS IN THE CRAWL SPACE. LAP JOINTS 12" AND SEAL WITH TAPE OF SEALANT. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY EXTEND UP VERTICAL SURFACES 6" MINIMUM AND SEAL TO FOUNDATION WALLS AND TO TREE ROOTS N HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES AND CORROSION RESISTANCE. POSTS. _ IGHT GAUGE FRAMING CONNECTORS: iji _ C) n I- MECHANICAL VENTILATION: I NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER Yao CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED PROVIDE SOURCE SPECIFIC FANS IN ACCORDANCE WITH WASHINGTON STATE MECHANICAL CODE. 9 BY THE SIMPSON STRONG-TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY SOURCE SPECIFIC: a Z W t�pp OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICC-ES APPROVAL RANGE HOOD 100 CFM z_q z o N FOR EQUAL LOAD CAPACITIES. CONNECTORS SHALL BE FASTENED TO THE FRAMING BATHROOMS 50 CFM 1.0 SONE MAX. 0 ct) 1 s S c MEMBERS USING THE NUMBER AND TYPE OF FASTENERS CALLED FOR BY MANUFACTURER CFM 1.0 SONE MAX. (L C� cv LAUNDRY ROOMS 50 U «, CO HANGERS AND CLIPS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE X N- N� AT LEAST ONE SOURCE SPECIFIC FAN SHALL HAVE A 24 HOUR AUTOMATIC TIMER WITH C a ZMAX/HDG GALVANIZED CONNECTORS. ALL HANGER FASTENERS USED WITH ZMAX/HDG K D N GALVANIZED CONNECTORS SHALL SE HOT-DIPPED GALVANIZED PER ASTM AI53-CLASS Ili MANUAL CONTROL. w W v D OR SDS SCREWS WITH PROPRIETARY COATING. LLJ STRUCTURAL LUMBER GRADES AND SHEATHING RATINGS: I,IA f 1 f�A I L S, HANDRAILS AND STAIRS: = CO ALL LUMBER SHALL SE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GUARDRAILS :. "' GRADING RULES FOR WESTERN LUMBER. USE THE FOLLOWING SPECIES AND MINIMUM PARTIAL p *' �+ �'E� .0 GRADE: NEW GUARDRAILS SHALL MEET THE FOLLOWING SPECIFICATIONS: PLANTING IN STRIP PLAN i' `i SCALE: 1/4" = 1'-0" STUDS 4 COLUMNS HEM-FIR *2 Fc = 1,300 PSI OR STUD GRADE Fc = 800 GUARDRAIL LOADS: 109 PSI REFERENCE IRC SECTION R301.5 WALL PLATES 4 SILLS HEM-FIR .2 Fb = 850 PSI aen ,' JOISTS < RAFTERS HEM-FIR *1 Fb = 915 PSI OR *2 Fb = 850 PSI TOP OF RAIL (ANY DIRECTION) 200 APPLIED IN ANY DIRECTION HEADERS 4 FLUSH BEAMS HEM-FIR *I Fb = 915 PSI OR *2 Fb = 850 PSI 3 BEAMS (4x 4 SMALLER) HEM-FIR *1 Fb = 915 PSI OR *2 Fb = 850 PSI COMPONENTS 50 LBS. OVER I SQ. FT. AREA BEAMS (6x 4 LARGER) HEM-FIR *1 Fb = 1,050 PSI OR *2 Fb = 615 PSI S SPECIFICATIONS: ALL SHEATHING SHALL BE APA PERFORMANCE RATED PANELS. SHEATHING SHALL BE MINIMUM HEIGHT: 36" PLYWOOD OR ORIENTED STRAND BOARD (OSB). BOND CLASSIFICATION SHALL BE MAXIMUM OPENINGS: SUCH THAT A 4". SPHERE CANNOT PASS THROUGH 'EXPOSURE 1' WHERE PROTECTED FROM THE WEATHER BOND CLASSIFICATION SHALL BE 'EXTERIOR' WHERE EXPOSED, SUCH AS EAVE AND SIDING APPLICATIONS. ALL ABUTTING HANDRAILS: PANELS SHALL HAVE 1/8" GAP. HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH IRC SECTIONS R301.5 AND _ WOOD PROTECTION / TREATMENT: R311.'1.8. TOTHEELEMENTS I. PROVIDE A HANDRAIL ON ONE SIDE OF THE STAIR 4sy ��uz� .- :`' 7 ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE OR EXPOSED ELE E � �"` SHALL BE PRESSURE-TREATED (NOTED P.T.) IN ACCORDANCE WITH AWPA STANDARD Ul. 2. HANDRAILS SHALL BE ATTACHED TO THE STRUCTURE TO PROVIDE ADEQUATE i . �, USE THE FOLLOWING MINIMUM AWPA USE CATEGORIES: SUPPORT FOR THE FOLLOWING LOADS: INTERIOR/DAMP (WOOD SILL PLATES): UC2 • REFERENCE IRC SECTIONS R301.5 AND R3111.8. �" o all t S ` N ABOVE GROUND EXPOSED (DECKS ABOVE GROUND): UC35 • TOP OF HANDRAIL (ANY DIRECTION) 200 LBS. '�` `'.taA, ' ° GROUND CONTACT (DECK POSTS): UC4B 3. HANDRAIL HEIGHT SHALL BE MEASURED VERTICALLY FROM THE SLOPED PLANE OF k.4. - : `" '. PAINT ALL SCARS, CUTS AND DRILL HOLES WITH A WOOD PRESERVATIVE THAT IS THE TREAD NOSING AND SHALL NOT BE LESS THAN 34" AND NOT MORE THAN 38". ' COMPATIBLE WITH THE CHEMICALS USED FOR THE PRESSURE TREATMENT OF THE WOOD. 4. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE PRESERVATIVES FOR FIELD TREATMENT SHALL MEET THE REQUIREMENTS OF AWPA FLIGHT, WITH THE EXCEPTION OF A NEWEL POST INTERRUPTION OR SIMILAR STANDARD M4. OBSTRUCTION. 5. HANDRAILS SHALL HAVE A MINIMUM CLEARANCE OF 1 1/2" BETWEEN THE WALL AND 1" FLOOR DECKING: THE HANDRAIL. Ix8 DECKING BOARDS ATTACHED TO JOISTS WITH (4) 10d DEFORMED SHANK NAILS EACH 6. HANDRAIL SHALL HAVE A DIAMETER OF 1 1/4" MINIMUM TO 2" MAXIMUM OR MEET THE BOUNDARY MEMBER AND (3) 10d DEFORMED SHANK NAILS EACH INTERMEDIATE JOIST. GRIP-SIZE REQUIREMENTS OF IRC SECTION R3111.8.3 1. HANDRAILS SHALL NOT PROJECT INTO THE STAIRWAY MORE THAN 4". GENERAL WOOD FRAMING NOTES: 8. HANDRAILS SHALL BE CONTINUOUS TO THE HANDRAIL OF THE ADJACENT STAIR OR . I. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH FASTENING SCHEDULE TABLES RAMP HANDRAIL. WHERE HANDRAILS TERMINATE, THE HANDRAIL SHALL EXTEND 23-25 IN ICC-ES EVALUATION REPORT ESR-I539. HORIZONTALLY 12" MINIMUM BEYOND THE TOP RISER. AT THE BOTTOM RISER THE A --in 2. PROVIDE CONTINUOUS 2x SOLID BLOCKING OR ENGINEERED LUMBER BLOCKING OR HANDRAIL SHALL CONTINUE THE SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE 11" A RIM JOIST FOR FRAMING MEMBERS AT ALL SUPPORTS. BOTTOM RISER n 3. FLUSH BEAMS (FE) NOT CALLED OUT ON THE PLANS SHALL BE DOUBLE JOISTS. 9. HANDRAILS EXTENSIONS SHALL TERMINATE INTO THE WALL OR CREATE A CLOSED ,0/ i� 4. PROVIDE DOUBLE JOISTS UNDER PARTITIONS EXTENDING 1/2 OR MORE OF THE JOIST END. .4n . �/ SPAN. 10. THE HANDRAIL SHALL NOT ROTATE WITHIN THEIR FITTINGS. !✓1.. 1L.. 5. ALL COLUMNS NOT CALLED OUT ON THE PLANS AND/OR SCHEDULE SHALL BE (2) II. HANDRAILS SHALL NOT IMPEDE THE EGRESS WIDTH OR PATH. f- STUDS SPIKED TOGETHER WITH 10d COMMON NAILS AT 6" O.C., STAGGERED WITHa to ADJACENT NAILS DRIVEN FROM OPPOSITE SIDES. `j 6. ALL LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 10d NAILS STAIRWAYS: 'Z,�.1� V AT 6" O.C. ALONG EACH EDGE UNLESS OTHERWISE NOTED. STAIRWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH IRC SECTION R311:1. '`� z 1. PROVIDE CUT WASHERS FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD. 1. STAIRWAY WIDTH SHALL SE A MINIMUM 36" IN WIDTH, UNLESS NOTED OTHERWISE ON } 8. PROVIDE SILL SEAL/GASKET BETWEEN LUMBER AND CONCRETE OR MASONRY. THE DRAWINGS. tcp SEALER/GASKET SHALL PROVIDE A CAPILLARY BREAK. 2. SHALL HAVE A MINIMUM RISER HEIGHT OF 4". 9. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) a 3. SHALL HAVE A MAXIMUM RISER HEIGHT OF 1 3/4". 2x8 OR A 3 I/2"x 1 1/4" LAMINATED STRAND LUMBER (LSL) WITH ONE CRIPPLE AND ,¢ SHALL HAVE A MINIMUM TREAD DEPTH OF 10" MEASURED HORIZONTALLY BETWEEN ONE STUD EACH END FOR OPENINGS 4'-0" WIDE OR LESS, AND (2) 2x12 WITH TWO THE FOREMOST VERTICAL PROJECTION OF THE ADJACENT TREAD. CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4'-0"" WIDE. 10. PROVIDE ONE LAYER OF 40* ASPHALT IMPREGNATED BUILDING PAPER AT 5. TREADS AND RISERS SHALL MAINTAIN DIMENSIONAL UNIFORMITY IN EACH FLIGHT OF CONTACT SURFACES BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. STAIRS OF 3/8" MAXIMUM BETWEEN RISER WIDTHS AND TREAD DEPTHS. 4 11. CURRENT IBC/IRC BUILDING CODES ARE AVAILABLE ONLINE FOR FREE PUBLIC 6. THE TREAD NOSE SHALL NOT HAVE A CURVATURE OR BEVELED NOSING MORE THAN ACCESS AT CODES.ICCSAFE.ORG. 9/16". 1. THE NOSING SHALL NOT PROJECT MORE THAN 1 1/4". (;SEARING WALL FRAMING: EXISTING 2x4 STUDS AT 16" O.C. } W FLOOR SHEATHING: k APPLY PLYWOOD/OSB TO MATCH EXISTING lx DECKING THICKNESS, 23/32" MIN. NAILED TO Z T JOISTS WITH 10d DEFORMED SHANK NAILS AT 6" O.G. AT ALL SUPPORTED PANEL EDGES LU AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. THE CUT EDGES OF EXISTING Q w SHEATHING PANELS SHOULD SE BLOCKED. NEW FLOOR SHEATHING TO SPAN ACROSS A MINIMUM OF THREE SUPPORTS. EXISTING SHEATHING PANELS THAT ARE CUT SHALL STILL SPAN ACROSS A MINIMUM OF THREE SUPPORTS OR SE REPLACED. I- W r_.... V w a n 1.11 N 4 z •N),D T . ,:o 4 .... e ALL INFORMATION ON THIS DOCUMENT 1 .1 IS THE EXCLUSIVE PROPERTY CD PACIFIC ENGINEERING TECHNOLOGIES, INC. 2 © COPYRIGHT 2019 8/22/2019 Job No. 19166.00 19166 WD 01.dwg