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Plans Wood structural members that art exposed to the weather to be OFFICE COPY Pressure Treated or decay re,eisteru LIABILITY Der 317.1.3 The City of Tigard and its / Deck Addition o employees shall not be N j `" x' O p . r' -o- • 1 res onslbl a which m` appe r herein� 7 _,, _ .� -- -� �. -� _ "- O t ' 4 'q Q i _` I 6' Side -� 'i i AdFr lk 1 i Setback CO U f 10' _ � _ _ _ _ tm � _ _ _ - Easement ;:£ (0-1. 1 t ! • ` iy 7"S q$ lJ t i lo ' '" ; • C - 0 Ledger and Lateral Load Connection Details SO4 D Q . t Decking and Flashing U .. _ i 1 Details S05 4) ,....... I 1 1Air la) Ill4iLi!!!!t__ L_I __ illim -----_— ' 'd� 11 . ...."0/11.______,„...4,-----.0 . r—:,1— rii >o r CD �--- REVQ � !!. 2mmn Concrete footing � 09/25/2019 Framing Details $03 0 2 © 09/25/2019 Simpson SO6 SO6 SO6 CPT66Z Post base Guard Rail Details SO6 2ea 1/2x6" Hot Galv anchors per post SO2J C ® n a n n c A 0 D Q U 6x10 Beams Simpson PC6Z Post o Simpson HTP37Z Cap, EPC6Z at ends. Strap each side i of beam at splices. U ` 6x6 Posts 0 L _r 1- 10'9.50" 11 '1 .00,' I� . 11 '1 .00" 10'7.75" Q) Elevation Facing South 5 (PVC flashing over beams/post caps omitted for clarity) 2x8 Joist 16"0C 2 Wall flashing Decking and AI Simpson LUC26Z Hangers S05 Details O Edge Details S05 both ends 8'7.18" - 2 2x8 Ledger O SO4 Details Deck slope t —.7. \ a REV „ p , GENERAL NOTES: 1/4er foot 1 1 &2 Lateral load 1 1 . All lumber to be DFL #2 or better, pressure- o Connection treated for ground contact (PTG). Apply SO4 Details preservative to all cut ends. 4DATE: 2. All connectors and fasteners in contact $�0'28�� 9/25/2019 with PTG lumber to be hot-dip galvanized o0 (hdg)or otherwise certified as acceptable. —-- — Elevation Not applicable to interior connectors and t 1 fasteners in contact with untreated lumber. I 3. Connector fasteners in accordance with Elevation Facing East S03 manufacturer's spec. sheet. (Guard rail and Fascia board omitted for clarity) 14'9.50" 16'1 .50" c (4) 15001b Lateral Load 1'5.50" connections located as A 1 '5.50" -Existing- shown rill1 < L....4 -� _ 0 a I Q) U _� N — N se 1 1.44 E n l— i u—i �� /� i i i 1 Plan View Showing Lateral Load Connections SO4 (Decking and existing flooring omitted for clarity.) A Existing 2x10 Rim 0 2x8 Ledger (4) Simpson A35 Attach to Rim with(2) 1/4x4" angles with #6x1/2 0 1111111111111111 SO4-2 Simpson SDS screws per 16" pan head screws, la � 2x8 Joist SPAX or equal REV I; 11=" ---- 1 SECTION A-A ° ° ° ° ° ° ° 2x10 Fascia (on ends) ° ° ° " / I- ° ° ° °) DATE: (Rotated, Facing East) 9/25/2019 (Not Shown) Galvanized Z flashing j below ledger covered with self-sealing Details flashing that extends up behind ledger. Simpson DTTZ2, 2 1/2x18" hdg all-thread, SO4 Ledger and Lateral Load Connection / nuts and washers SO4 Silicone Caulk Noblesealant 150 between Drip Edge & Membrane 0 O 5/16" Porcelan Ceramic Tile, 12x12" ii PM"M"y`�"` Polymer Modified Thinset Mortar, Approx. 3/16". 1 .5" Stainless Steel izzo®izgarmss®eromr®. wit Need 100% coverage of tile Q Drip Edge !Fr Al� Noble Deck Membrane & 1/16" Thinset Mortar -st— 7/16" Wonderboard Lite Tile Backer Board (CBU) N PVC Flashing 1/8" Polymer Modified Thinset Mortar 0 Extend to below / 23/32" T&G Plywood, Exterior adhesive N beam U 6x10 Beam 1 Decking and Edge Flashing Detail N S05 1— Siding Decking and Flashing Notes: Building paper II N 1 . Screw subfloor to joists, ledger and blocking with #8x1 .625" Extend Membrane Up Wall 2" '1 5 stainless steel decking screws 6" OC. Leave 1/8" gaps between Siding Starter Strip panels. Aluminum Flashing 2. Screw CBU to subfloor with #9x1 .25 Rock-On cement board Is screws screws spaced 6" OC. Stagger seams. Reinforce seams with Silicone caulk 0 I d- alkali resistant fiberglass mesh and fill depressions with thinset mortar. Backer Rod d- 3. Mortar: Custom Building Products Porcelan Tile polymer modifiedi�\����_�"t�_ thinset. r""""" 4. Follow Noble installation instructions for membrane installation. ' e —� REV 5. Tile: Porcelan, low moisture absorption. Use 3/16"wide grout joints. Lay in running bond pattern with 1/2 tile offset. Run continuous joints - -- N/S (across short dimension of deck). Leave 1/4" gap at wall and Illir DATE: 3/16"wide expansion joint every 6-7 rows. Clear mortar from gaps. 9/25/2019 6. Grout: Custom Building Products Prism, color TBD. Remove grout from expansion joints, wall and perimeter (do not puncture Details membrane). 441 7. Caulk: Custom Building Products silicone in same color as grout for expansion joints. Generic clear silicone along wall and around �2� Wall Flashing Detail S05 perimeter. 5�0� 4x4 PIG Post C 0 impson HTT4HDG p Simpson BP5/8 ply Ar / /7 e////////////////// /:/ Q)) o Lateral load, see So47 k, /� ID 0 ` 2x8 Blocking / ��, 1/4' PC Spacer B, 2x10 Fascia E) s � 5/8" all-thread, ,�s5 :see Detail 2-S07 washers, nuts all HDG 1/4' PC Spacer A, Simpson BP5/8 on Y3 Post Support on Ends see Detail 1-S07 Both sides of Top Boit o6 N ir .: , Fortress FE26 Adjustable Railing 5/8-11x1 1 HDG Bolts, �, on Ends, 40" Tall Washers, Nuts Cr) Fortress FE26 Railing Brackets p c1. Post Support Along BeamC-1- 0� Fortress FE26 Traditional Railing O Panel, 40" Tall Simpson HL37HDG Angle • „. � 1/4” PC Spacer C, Detail 3- REV 1/2x3.5 HDG Lag Bolts, ilq z �. Washers , I • S07 1 Railing Notes: 1/2" Vertical offset between 1 . All hardware hot dip galvanized (HDG) ;444,,,i ,i angles for lag bolt clearance DATE: 9/25/2019 or otherwise coated for contact with PTG lumber. i ' ` . 4x4 PTG Post 2. See Fortress and Simpson installation �,. Details instructions for rail and HTT4. 3. Upper bolt/lag 2" below top of supporting member , lower bolt 2" above SO6 Post Support at Corners S06 bottom of beam or joist (not fascia). C N5° .- -. 0.22 -0 1 1 o Q h - U 0 1 i Q 0 a) 0 1 o 0 Cl) 1, 0 I U u' c\i Cl) oa 0 0 o j I OO 0 N O I (-3- O NI0 M 0 N V ' I- O M N N REV L _i 1 V V 1 1 .75 1 .75 1 .75 3.50 _ -. 3.50, j 3.00 9/25/2019 0 Spacer A 2 Spacer B 3 Spacer C Details S07 S07 S07 MATERIAL: 1/4" Lexan Polycarbonate (PC) S07