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Home My WebLink About15 Southwest plans 142 X 10 RAFTERS @ I G" O.C. W/ 112" GYPSUM BOARD (CEILINGS) R-38 CLOSED CELL INSULATION 5/8" CDX PLYWOOD SHEATHING 1 5# FELT PAPER ICE WATER (ALL EVES, VALLEYS * PLANE CHANGES) SEAMLESS METAL ROOF (COLOR BY OWNER) 2 X G STUD WALL @ I G" O.C. W/ 112" GYPSUM BOARD (INTERIOR) R-2 1 CLOSED CELL INSULATION 112" CDX PLYWOOD SHEATHING 'TYVECKI HOUSEWRAP OR EQUAL WHITE CEDAR SHINGLES (TO MATCH EXISTING) LOWER PICTURE WINDOWS SHALL BE TEMPERED DOUBLE 2 X G BOTTOM PLATE LVL TO MATCH EXISTING JOISTS (RUN TO CENTER BEAM) EXISTING FOUNDATION 7 TO REMAIN UNMODIFIED 1 2" CONCRETE FOOTINGS W/ SPREAD FOOTING 48" BELOW GRADE (MIN) IC.. I I� PINISFI FLOOR ON 3/4" ADVANTECH SUBFLOOK 2X FLOOR JOISTS (SEE CROSS-SECTION FOR SIZE * SPACING) 2XGKID SILL ON 2 X G PT SILL 1 FRONT BUMPOUT WALL SECTION SILL DETAIL 1/4V1-1-0 3/411 -1 0 Q 4 X 4 PRESSURE TREATED n WOOD POSTS FOR PVC RAILING O z N � m COMPOSITE DECKING PRESSURE TREATED 1 FLOOR JOISTS N - 2 X PRESSURE TREATED RIM BOARD I X PVC TRIM BOARD 2- 5/8" DIA. GALV. BOLTS N PKE55URE TREATED WOOD 2 X G STUD WALL @ I G" O.C. BLOCKING BETWEEN JOISTS W/ 112" CDX PLYWOOD SHEATHING "TYVECK" HOU5EWRAP OR EQUAL DECK EDGE RAILING POSTS * VINYL SIDING (COLOR BY OWNER) U 1 1/2�� 1-0�� 2 X G BOTTOM PLATE 2X HEADER TO MATCH JOISTS (SEE CROSS-SECTION FOR SIZE) 5/8" DIA. GALV. LAG SCREWS 5/6" NUTS * 3" X 3" SQUARE WA5HEK5 ON ALL ANCHOR BOLTS 5/4 X G DECKING PRESSURE TREATED FLOOR JOISTS (SEE FLOOR PLAN FOR 51ZE t SPACING) o cn 2 1 /211 311 I / 0 1 3/41 m Q LU MAX CANTIELEVER � a z o z N CONTINUOUS PRESSURE in 5IMP50N 112.5A TIES TREATED RIM BOARD — N AT EACH JOIST COMPOSITE DECKING 9° ' n (� 5/5" DIA. GALVINIZED BOLTS I X PVC RISERS o G X G PRESSURE TREATED WOOD P05T NOTCHED 2- 2 X 1 2 PRESSURE TREATED BEAM 3" MAX TO RECIEVE MIN. 2- 2 X 10 PRESSURE TREATED FLOOR JOISTS 0 COMPOSITE DECK TREADS - N 2 X 12 PRESSURE TREATED WOOD STAIR 5TRINGER5 @ 1 2" O.C. 2 X 4 PRESSURE TREATED SELL PLATE 5 112" _ W/ 1 /2" DIA. GALV. EXPANSION ANCHORS @ 1 G" O.C. 1j_ 0- 1— ' 9 _ —I 11-1 111 DECK STAIR DETAIL 11-1 I I—IIII I DECK POST& BEAM 5 3/4 - 1-0 EXTERIOR 51DING AS SPECIFIED FLOOR SYSTEM 112" PLYWOOD SHEATHING (SEE BUILDING DETAILS) > W/ 7YVECK" HOU5E WRAP OR EQUAL G X G PRE55URE TREATED 0 WOOD PO5T5 FIRST FLOOR _ _ _ 0 SIMPSON ABUGG GALV. POST BASE METAL FLASHING _ " I X G COMPOSITE DECKING ,, 518' 'EXPANSION BOLT ' Aa a o �d BOLTS AND/OK SCREWS v 2 X G KID SILL (SEE DETAILS 4 5) ON 2 X G PT51LL " a .'. = `� 1 2' DIA. PRE -CAST FOOTING °; ti++/1' SPREAD FOOTING 5/6" DIA. ANCHOR BOLTS a _-.. @321'O.C. ON 3" X 3" X 114" ° • ° - ° PLATE WASHERS (fYP) a PRESSURE TREATED WOOD JOISTS ' "" . d (SEE DECK PLAN FOR SIZE SPACING).Q ^ I -4, m' °14SIMPSON ° STRONG -TIE ` & ° METAL J0I5T5 HANGERS •, h: : ; a . <`a, ° a .. OR EQUAL d ° 'ley CONTINUOUS PRESSURE TREATED LEDGER BOARD 4 ° (SEE DECK PLAN FOR SIZE t 5PACING) DECK LEDGER BOARD 7 POST BASE ANCHOR 8 1 1 /2 = 1 -0 1 1 /211 = 1'-011 COMPOSITE DECKING 2 BOLTS REQUIRED AT EACH END OF DECK GALV. J015T HANGERS LVVL VI VLI.I\ n LEDGER BOARD CONNECTION 1 1 /211 = 1'-011 DECK NOTES I . Deck shall be constructed according to the requirements of the 8th Edition of the Massachusetts State Residential Code. 2. Deck Framing: Exterior Grade # I Southern Yellow Pine, pressure treated lumber. Provide and mstall galvanized bolts and Joist hangers to connect floorJOists to the main structure as Indicated on drawings. 3. All screws, bolts, and nails shall be hot -dipped galvanized or 5tain)e55 steel. 4. All hardware (foist hangers, post anchors; etc.) shall be galvanized or shall be stainless steel. 5. Flashing shall be corrosion resistant metal of minimum 0.0 19 Inch thickness. G. Decks Shall not be used or occupied until final mspection and approval Is obtained. 7. Railing system is to be installed per manufacture's installation in5tructlon5. 8. Cut ends of posts shall be field treated with an approved preservative such as copper naphthenate. 9. All footings shall be pre -cast concrete with a soil bearing capacity of m rnmum 3,000 psi compressive strength. 10. 30 high minimum guards are recluired at all areas where the deck floor is greater than 30" above grade at any point. 1 1. Guard post spacing shall not exceed 0-0". 12. Required guards and handra115 at stairs Shall range from 34" to 30' vertically above the stair nosings. 13. Handrail ends, at the top and bottom, shall terminate into a post or be returned to a wall. 14. Unless noted, the deck/ porch floor Shall be within 8" max of the top of the door threshold. 15. Live Load Deflection: JOi5t5 * Beams = L/3GO Guards = L/240 I G. Deslgn Loads: Floor Live Load = 40 psf Dead Load = 10 psf 17. Guards shall be designed for a 200#concentrated load placed along the top rail in any direction at any point. 18. Decking: Provide and install Azeck composite deck boards or approved equal. Color to be selected by owner. Install decking system per manufacturer's mstructions and per code. Install decking with tiger claw TC-P hidden deck fasteners with 3 ► G stainless steel screw fasteners. 19, Railings: Provide and install Azeck premier rail system or approved equal complete with 4 x 4 posts with caps and base, top and bottom railings, and balusters (color white). Install railing system per manufacturer's mstructlons and per code. All railings shall be constructed so as to prevent the passage of a 4" sphere through all railings. Railings shall be a minimum of 30 high from deck surface. Stair heights of treads, lengths of risers and overall width of stairs shall comply with applicable building codes. 20. Exterior Stair treads shall be construction of Azeck deck boards or approved equal. Rsers Shall be constructed of 3/4" Azeck trim board or approved equal Structural stair stringers shall be constructed of pressure treated 2 x 12 @ 1 2" o.c. Provide and install detailing as Shown on construction documents. GENERALNOTES No. Description Date 1 Full Draft (NOT ISSUED FOR CONSTRUCTION) 4/6/2022 2 Revised per Customer Email Dated 4/18/2022 (NOT ISSUED FOR CONSTRUCTION) 4/2612022 3 Adjustments to Front Bumpout 5/20/2022 5 ISSUED FOR CONSTRUCTION 9/1/2022 These plans are for the Construction of one budding only and are not to be copied in any form without the expressed written consent of Burden Professional Drafters. The design of these plans have been reviewed by Burden Professional Drafters. It is the responsibility of the contractor(s) * owner(s) to review the drawmgs for errors or omissions prior the start of the project. These plans are to be used In conjunction with other construction documents (i.e. professional engineered site * structural plans, construction specifications; etc). The contractor(s) * owner(s) shall not scale these drawings,visual dimensions supersede any scaled dimensions. Any discrepancies shall be brought to the attention of Burden Professional Drafters for review prior to the commencement of the project. The general contractor shall not scale drawings for measurements, but shall verify on site that all levels * measurements for complete assembly and installation of their work are correct. Minor details of the work not specifically shown on the drawings shall be assumed by the contractor on site in conjunction with the braiding code and local code B laws in mind. THE ARCHITECTURAL DESIGNER NAMED HERON IS RESPONSIBLE FOR THE CONCEPTUAL PLANS AND DETAILS ONLY AS SHOWN IN THIS PLAN SET * IS NOT LIABLE FOR THE COST OR CONSTRUCTION OF THE BUILDING SHOWN HERON, THE BURDEN COMPANY Professional Drafting Services PO Box 26 Raynham Center, MA Phone: (508) 967-6460 Fax: (508) 692-9505 www.burdendrafters.com Wojcik Construction Co., Inc. 15 Southwest Drive S. Yarmouth, MA Construction Details Project number 22-004 Date 4/6/2022 Drawn by MJB Checked by MJB A-1 3 Scale As indicated