Loading...
Plans DeckPermit Page 1 Property owners: VAN HOOPER SCALE. 1" = Sir--0" CITY OF TIGARD 3° � V.-75 V.-75 & V Home Phone: 503 957 -7427 ------ proved j14-7- Conditionally Approved , i Property address: 11645 SW CLOUD CT For only thew rk as described in: TIGARD OR 97224 See Letter PERMIT N ems — ad.?d$ to: Follow w ( ) Attach g p s:.► gvb CT )_ Legal Description: got, A��re Gl r,;• 4 V' Date:. 9'-. 6-0E 143 Contractor: JRW Construction Inc. �� 17825 SE 82ND DR GLADSTONE OR. 97027 a5 ' 1 5 LIABILITY The City of Tigard and its OCB # 57769 _ iscrepanci employees shall not be Metro # 001175 ` responsible for d:. which may appear herein. Contact: DUSTIN be' 503 519 -6549 u-i > - Approved plans 3 - � shall be on job site . \, eress - hall be posted A Component Summary pou5� and visib e from street. Ledger: 2x8 pt. attached with 5" LEADER LOCKS 12" oc. hi/low Joists: 2x8 pt. 16" oc. Joist hangers: Simpson LUS26Z CITY OF TIGARD - SITE PLAN REVIEW 5 Blocking: 2x8 pt on or near mid beam run BUILDING PERMIT NO.: Beams: 4x8 pt PLANNING DIVISION: [ { This permit does not authori.e s. Column caps: 2x4 pt. sistered each side of post/beam connection Required Setbacks: proved ❑Not Approved \ __- Side: . 5 . Street Side: rights of holders of private ea. -tmeats. he violation o - ;., pliant is ur The a�� -Z�� to contact an W /4ea. 16p GIV. secure thiier approva► before om enc parties and Front. 3 Garav z e: Rear: 2.5 _ bed Posts: 4x4 pt Visual Clearance: Q p provc.d ❑ Not Approved - o wc,rk Post bases: Simpson EPB44HDG I MaXiillt191 13rii; ing Height. feet Rack bracing: 2x4 pt. diaphram at 45 degree attached with - Sery ree • ov der Letter Required: ( Yes ❑ No _ \ ,---, ----- - • 2ea. 16p HD box per joist. ❑ Re ived ∎o a _e_32_,(.44---2 Date: \ ENGINEERING DEPARTMENT: ! Actual Slope: _% d Approved ❑ Not Approved Site PI; : Approved N9t Approved HOOPER N :e D l o / OFFscE Ce,-pl< �� Decks by JRW dba This is a preliminary design only. Please feel free to � — 16540 SW 72nd Ave, Building #7 make changes and additions. We would be happy to T) Portland, Oregon 97224 re- design your deck to meet your needs and /or budget. OP' © 2004 JRW Construction Inc. ' �� S NO g? All rights reserved. Unauthorized duplication i is a violation of all applicable laws. • / \, i Decking pattern ' i 1 .I 0 f Dec in9 Patie n Swimming Pool ) ----'-. E a c V 0 i t J ! 1 1 Decking patter ` VI " 7unset/ Aumirtim pickets" \\1 maaa TC p MUpp�Wi . .. . �W Nad�d Po! P''''''' 111111 I IJ 14 "rn 24"'"" 1111111111111 II ) Me, 31f: cn w .... I. a.. , rP\ c 0,-r- lilt Deck will extend over the top of an above ground ! G a swimming pool. - , -- rLr 1••• `- Page: Project: Scale: 1/8" 1 of 1 Hooper Job# 2682 ,� i Decks by JRW -. dba This is a preliminary design only. Please feel free to 16540 SW 72nd Ave, Building #7 make changes and additions. We would be happy to Portland, Oregon 97224 re design your deck to meet your needs and/or budget. C 2004 JRW Construction Inc. All rights reserved. Unauthorized duplication is a violation of all applicable laws. " Ill .. I " inh Ilk& > >4 V .GK MIIIP 11 likt AM Ai. -- - — -- - — Ii Allie Ilk 11E1 I a INN `�__ = ---- � ,IVY' . , , , : , Mill � � -1— 4 . ` . I ' \ 1 \ \ \ \ r \ 1 \ \ 1 Swimming Pool 11' 0 i 11 11 1116ii: ` 1 \ 1 s II 1 h 0 ot e .. ... . _ \ ; P i. 0I r { 1-1 1 / _r �11�1! ;! '—iiii-4 _ " 'sunset / Auminurn pickets" a i l�llllll, MM im EN__,11�1� � a. uyp. as ` 1 1111.1Il U --444rigre linti \ Or . . (.___:_ s Irr $. SP.. ------ , Deck will extend over the top of an above ground ' �. swimming pool. ` --I. UPPER DECK 2X8PT 16" OC VW 4X8 PT BEAMS I LOWER DECK 2X6 PT 24" OC VV! 4X8 PT BEAMS . POSTS 4X4 PT ` HANGERS LUS26Z ��� POST BASES EPB44H DC r FOOTING ER ATTACH D W/ 5EEEADGER LOCKS 16' CC HI/L0 =1_1 P 1=. Page: Project: Scale: 1/8 ,1 1 of 1 Hooper Job# 2682 Decks by JRW ELAVATION PERMIT PLAN 16540 SW 72nd Ave, Building #7 Portland, Oregon 97224 ©2004 JRW Construction Inc. All rights reserved. Unauthorized duplication is a violation of all applicable laws. 4X8 PT / \ 2X6 PT POOL 2 s 4' -8" 4 ' - $" � FOOTING SIZE 4X4PT 14X14X12 Component List Ledger: 2x6 pt Posts: 4x4pt Beams: 4x8PT Joists: 2x6PT Rail: Rack Bracing: 2x4 pt 2HD 16p nail Page: Project: Scale: 1/4" 1 of 1 • . .._ ,-- --, D eck Page 6 Simpson EPB44A 1/0 441.111110 _ Concrete 1111 12" 3,000 PSI _L_ I r li 14" 2x6 Top cap 2x4 rail _ - _ �I A i • LI 2x2 spindles— 1 36" 2x4 rail 4x4 post -____. 2 I STAIR SYSTEM TO PRE LANDSCAPE 1 ^ D 1" = 1' -0" { 2X12 TREATED / 7.5" RISE Sweep space --- _a_____, ' STAIR JACKS 11" RUN _ Lag into rim joist hi /low 16" OC 3/8 lag bolt 6" I galvanized III POSITIVE 3 7/8 CONNECTION -- ii � �� ilp F 3 EA. NOTCHED 4X4 PT POSTS WITH INDEPENDANT CONCRETE FOOTINGS .// HOOPER c , ‹Ae, C0 APPENDIX G SWIMMING POOLS SPAS AND HOT TUBS SECTION AG101 AG104.2 Portable spas and hot tubs. Portable spas and hot GENERAL tubs shall be designed and constructed in conformance with AG101.1 General. The provisions of this appendix shall con- ANSUNSPI -6 as listed in Section AG107. trol the design and construction of swimming pools, spas and SECTION AG105 hot tubs installed in or on the lot of a one- and two - family BARRIER REQUIREMENTS dwelling. AG105.1 Application. The provisions of this chapter shall SECTION AG1 02 control the design of barriers for residential swimming pools, DEFINITIONS spas and hot tubs. These design controls are intended to pro- vide protection against potential drownings and AG102.1 General. For the purposes of these requirements, the near - drownings by restricting access to swimming pools, spas terms used shall be defined as follows and as set forth in Chap- and hot tubs. ter 2. ABOVE GROUND /ON GROUND POOL. See AG105.2 Outdoor swimming pool. An outdoor swimming "Swimming pool." pool, including an in- ground, aboveground or on ground pool, hot tub or spa shall be provided with a barrier which shall corn - BARRIER. A fence, wall, building wall or combination ply with the following: thereof which completely surrounds the swimming pool and 1. The top of the bather shall be at least 48 inches (1219 obstructs access to the swimming pool. mm) above grade measured on the side of the bather HOT TUB. See "Swimming pool." which faces away from the swimming pool. The maxi - IN - GROUND POOL. See "Swimming pool." mum vertical clearance between grade and the bottom of the bather shall be 2 inches (51 mm) measured on RESIDENTIAL. That which is situated on the premises of a the side of the barrier which faces away from the swim - detached one- or two - family dwelling or a one - family town - ming pool. Where the top of the pool structure is above house not more than three stories in height. grade, such as an aboveground pool, the bather may be SPA, NONPORTABLE. See "Swimming pool." at ground level, such as the pool structure, or mounted SPA, PORTABLE. A nonpermanent structure intended for on top of the pool structure. Where the barrier is recreational bathing, in which all controls, water - heating and mounted on top of the pool structure, the maximum water - circulating equipment are an integral part of the product. vertical clearance between the top of the pool structure and the bottom of the bather shall be 4 inches (102 SWIMMING POOL. Any structure intended for swimming mm). or recreational bathing that contains water over 24 inches (610 2. Openings in the barrier shall not allow passage of a mm) deep. This includes in- ground, aboveground and 4- inch - diameter (102 mm) sphere. on- ground swimming pools, hot tubs and spas. 3. Solid barriers which do not have openings, such as a SWIMMING POOL, INDOOR. A swimming pool which is masonry or stone wall, shall not contain indentations or totally contained within a structure and surrounded on all four protrusions except for normal construction tolerances sides by walls of said structure. and tooled masonry joints. SWIMMING POOL, OUTDOOR. Any swimming pool 4. Where the barrier is composed of horizontal and verti- which is not an indoor pool. cal members and the distance between the tops of the horizontal members is less than 45 inches (1143 mm), SECTION AG1 03 the horizontal members shall be located on the swim - SWIMMING POOLS ming pool side of the fence. Spacing between vertical AG103.1 In - ground pools. Not adopted by the State of Oregon. members shall not exceed 1.75 inches (44 mm) in • AG103.2 Above - ground and on - ground pools. Not adopted width. Where there are decorative cutouts within verti- cal members, spacing within the cutouts shall not ex- by the State of Oregon. ceed 1.75 inches (44 mm) in width. SECTION AG 104 5. Where the bather is composed of horizontal and verti- SPAS AND HOT TUBS cal members and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, AG104.1 Permanently installed spas and hot tubs. Perma- spacing between vertical members shall not exceed 4 nently installed spas and hot tubs shall be designed and con- inches (102 mm). Where there are decorative cutouts structed in conformance with ANSI/NSPI -3 as listed in Section within vertical members, spacing within the cutouts AG107. shall not exceed 1.75 inches (44 mm) in width. 2005 OREGON RESIDENTIAL SPECIALTY CODE G - • APPENDIX G 6. Maximum mesh size for chain link fences shall be a AG105.5 Barrier exceptions. Spas or hot tubs with a safety 1.25 -inch (32 mm) square unless the fence is provided cover which complies with ASTM F 1346, as listed in Section with slats fastened at the top or the bottom which re- AG107, shall be exempt from the provisions of this appendix. duce the openings to not more than 1.75 inches (44 mm). SECTION AG106 7. Where the barrier is composed of diagonal members, ABBREVIATIONS such as a lattice fence, the maximum opening formed AG106.1 General. by the diagonal members shall not be more than 1.75 ANSI— American National Standards Institute inches (44 mm). 25 West 43rd Street, New York, NY 10036 8. Access gates shall comply with the requirements of ASTM — American Society for Testing and Materials Section AG105.2, Items 1 through 7, and shall be 1916 Race Street, Philadelphia, PA 19103 equipped to accommodate a locking device. Pedestrian access gates shall open outward away from the pool and NSPI — National Spa and Pool Institute shall be self - closing and have a self - latching device. 2111 Eisenhower Avenue, Alexandria, VA 22314 Gates other than pedestrian access gates shall have a self - latching device. Where the release mechanism of SECTION AG107 the self - latching device is located less than 54 inches STANDARDS (1372 mm) from the bottom of the gate, the release AG107.1 General. mechanism and openings shall comply with the follow- ANSI/NSPI ing: 8.1. The release mechanism shall be located on the ANSI/NSPI -3 Standard for Permanently Installed pool side of the gate at least 3 inches (76 mm) Residential Spas AG 104.1 below the top of the gate, and ANSI/NSPI -4 Standard for Above - ground/On- ground 8.2. The gate and barrier shall have no opening Residential Swimming Pools AG103.2 greater than 0.5 inch (12.7 mm) within 18 ANSI/NSPI -5 Standard for Residential In- ground inches (457 mm) of the release mechanism. Swimming Pools AG103.1 9. Where a wall of a dwelling serves as part of the barrier ANSI/NSPI -6 Standard for Residential one of the following conditions shall be met: Portable Spas AG104.2 9.1. The pool shall be equipped with a powered ASTM safety cover in compliance with ASTM ASTM F 1346 -91 Standard Performance Specifications F1346; or for Safety Covers and Labeling Requirements for 9.2. Other means of protection, such as self -clos- All Covers for Swimming Pools, Spas and ing doors with self - latching devices, which Hot Tubs AG105.2, AG105.5 are approved by the governing body, shall be acceptable so long as the degree of protection afforded is not less than the protection af- forded by Item 9.1 described above. 10. Where an aboveground pool structure is used as a bar- rier or where the bather is mounted on top of the pool structure, and the means of access is a ladder or steps, then: 10.1. The ladder or steps shall be capable of being secured, locked or removed to prevent access, or 10.2. The ladder or steps shall be surrounded by a bather which meets the requirements of Sec- tion AG105.2, Items 1 through 9. When the ladder or steps are secured, locked or re- moved, any opening created shall not allow the passage of a 4- inch - diameter (102 mm) sphere. AG105.3 Indoor swimming pool. All walls surrounding an indoor swimming pool shall comply with Section AG105.2, Item 9. AG105.4 Prohibited locations. Bathers shall be located so as to prohibit permanent structures, equipment or similar objects from being used to climb the bathers. G - 2005 OREGON RESIDENTIAL SPECIALTY CODE �� i 42 • Deck Page 1 /\ Property owners: VAN HOOPER Home Phone: 503 957 -7427 SCALE: 1" = 50' -0" C Lg %I Lin , Property address: 11645 SW CLOUD CT TIGARD OR 97224 '��� City Of Tigard snd its (;rnployees shall be I Jo( ,.,..+I ti- 4 ionsible for disY::i= c : ncie - - CITY TIGARD - SITE PLAN REVIEW vvhich may appeu ; iorein. BUILDING PERMIT NO.:8grae a s" —cso i . . ti • PLANT.'n D VISION: he! iii; ± - \ Required setbacks. E ' Api,!•c5:ved ❑ Not. Approved �. ipS I r vii . 3 0 ( zi 72. 1_ Rear: � � ^- 0 Q • Viso_.`- C lea ,,ce: W AF - 4ot Approved Maximum This permit does not authorize the v Z_any tr.!in� !d .Height feet �' Or rights of holders of private easemen The ,a:' Sers i ,:a P' ' id _ r ' . ix•�r Red! red: Yes No hcant is urged to contact any such parties and p ❑ Received secure thier approval before comri�eRC work. i ; ENGI l4, ..:. ce /„ c EERING N DEPARTMENT: { � a hfL Actual Slope; _% Approved El Not Approved L Site Plan: 'Approved ❑ Not Approved �- Bv:, / Qom. K M Date: , ._.__ o Address shall be posted O v N�_� ��� �� �� ry ., e `, • and visible from street. j Address shall bE < -� �nd visible fir e� � d� alb / ,�/ \ in inspection appro :1 iu�i l r- •wired prior to occup. cy. Ledger: 2x8 pt. attached with 5" LEADER LOCKS 12" oc. hi /low \\ Joists: 2x8 pt. 16" oc. Joist hangers: Simpson LUS26Z \\, - Approved • : ns Blocking: 2x8 pt on or near mid beam run \ 3 shall be on j•' , sit N \ Beams: 434-pt k K tor-- 1, Column caps: 2x4 pt. sistered each side of post/beam connection YOFTIGARD w /4ea. 16p GIV. kf&vel Posts: 4x4 pt 6eifi iafiaH>ykpproved . Post bases: Simpson EPB44HDG , €8f Etly Iri@ ilddrleas described in: ij�r�l�i� IQ: p z�� —aoi 6 _ _ Rack bracing: 2x4 pt. diaphram at 45 degree attached with §gb Liill f s Niiow-- 2ea. 16p HD box per joist. Cr- • , HOOPER /1 – Decks by JRW dba - This is a preliminary design only. Please feel free to 16540 SW 72nd Ave, Building #7 make changes and additions. We would be happy to Portland, Oregon 97224 re- design your deck to meet your needs and /or budget. -_--1 © 2004 JRW Construction Inc. All rights reserved. Unauthorized duplication ?PE-- is a violation of all applicable laws. \) 3°9— \ _ < —� V, 0 \, � - T ( Decking pattern • 4* x 1P .n9 P attern --- Swimming Pool 1 ______- i . .._ . ._ . . . . t . 0. a U m Decking pattern " `sunset/ Aluminum pickets I rsi 2.4 ,2x6 rc- IMEMMINNIN■IMMI■7 \\\\ a �I \\ ' , / i , 3nP IDptlo..,� x M . U. —. 1 . I \\ 31? w.p�o ` —_ 31(.• Ey. w a...,s — -. IMO Deck will extend over the top of an abov- d r swimming pool. ' / 1 � i a : Page: Project: ' Scale: 1/8" 1 of 'I Hooper Job # 2682 ,, -'- Decks by JRW dba . This is a preliminary design only. Please feel free to 16540 SW 72nd Ave, Building #7 make changes and additions. We would be happy to Portland, Oregon 97224 re- design your deck to meet your needs and/or budget. © 2004 JRW Construction Inc. All rights reserved. Unauthorized duplication is a violation of a applicable laws. il WEN ..........--4 w ... 111 i Ii. t IIM UMW II AI la K t al ft iii Eiffilifillirel ar dM * - - W ' mimiraaagn - - .. ..111 _ IRI$fl 1 . I ,, 1 Swimming Pool I ' 1 I izr i II I ` l A' . .• II il ii 1 ' - '' .P1-.-- - - • 11111111111/1111 All 11iii1I1 III WIIIMMIIIIMIREIMMINITIMIIIIIIIMINM=M11■17111111111111111.14111au 1 — ,,, '1/4) ,K 1 !�! II Sunset/ Aluminum pickets" till 4= INk II 1 111111.1611 . DM or 21. TC - , 2.4 Upper ROI , araliiirlialilliMillagMiliarillaiiiiiriMITIMINISIIII ii•--- ili !W /11111111V4 _�- ` • ' Y1T_ ...:... l iuhlull ! 1 - \�1 r iss �.--- v I` x ia" v� oo T r y ,� so Deck will extend over the top of an above ground O swimmii pool. r \ 1 Ih — 1, UPPER DECK 2X8PT 16" OC W 4 PT BEAMS overeirotrittraxarrEFEWS . • POSTS 4X4 PT HANGERS LUS26Z 11111 41) • -'` edit POST BASES EPB44HDG 1�- -_-. S- rgv.&MAAt =� R �� • LEADGER ATTACHED W/ 5" LEADGER LOCKS 16 HVLO FOOTING SIZE 12X12X18 DEEP %M ‘ii :ri t ?cit Kices.4 • Mme MOO Page: Project: Scale: 1/8" WOO 1 of 1 Hooper Job # 2682 ,- , Deck Page 6 Simpson EPB44A Ledger detail , .0.0 5heathlnq ■ ' t.).." 1 Concrete 110 5■dinq i 3,000 PSI l i Ii +r 5tud Wall I l t$ y r .1 ►I 1 Bottom plate ( 2 STAIR SYSTEM TO PRE LANDSCAPE \ l D 1 " = 1' -0" I 2X12 TREATED �/ 7.5" RISE Floorinq PIm Jo►st I STAIR JACKS 11" RUN � ) , i =- I OOt 01515 , Lag into rim foist hi/tow 16" OC 3/8 lap bolt 6" SI A J I I galvanized t (3 14 d C 16" 0<< 1146 POSITIVE CONNECTION — ' C I, Mud 5111 I 3 EA. NOTCHED 4X4 PT POSTS —T i) WITH INDEPENDANT CONCRETE FOOTINGS �aarldatlon Wall 1.1 ,1 og .1 R , HoopER , _____, Decks by JRW dba ELAVATION PERMIT PLAN 16540 SW 72nd Ave, Building #7 Portland, Oregon 97224 ©2004 JRW Construction Inc. All rights reserved. Unauthorized duplication is a violation of all applicable laws. i'2X8PT FRAMING : < —12'— - : / 1 -- _ _ _ �—� 2 X4 PT \ -s" 5' -5" 1 O - 8' -5" — — — ; 3 , \ " 9'-4" 5' -9" . \ 8' -9" — -- — 5' -9" _______----------------"---:_ ' \ 4"XtPT 1 Component List a 4X4PT . Ledger: 2x8 pt Posts: 4x4pt FOOTINGS • Beams: 4x8PT /`6 " (P K1,‘' L\' N Joists: 2x8PT Rail: Rack Bracing: 2x4 pt 2HD 16p nail Page: Project: Scale: 1/4" 1 of 1