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HomeMy WebLinkAboutBLD2013-00331 KR -�irsr fl,� O.36 '44SON Cbo JEFFERSON COUNTY ,7/�,^J� u4 A '-. "` DEPARTMENT OF COMMUNITY DEVELOPMENT Jj/1 4.Tifito. 14'e n4 2cf � Date: 12-0 Time Received: f am Mon. Tue. Wed. CThur) Fri. Date: /2-49 BLD: 13 - I 3 Contact Name: Owner: KA.L,,g- Contact Number: 360 %/ 430 Address: .5 10 S Jie,A-) 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling •7:;% - .I •Date 1 kw time received or I 7 gr ! pm Mon. Tues. ,Wed_ --Fri. • BLD: • � j — 3 3 i - - .Date: I t -2-ii - . OWNER: 'r • - • Contact Name:. ADDRESS: 3 ) 0 . c A t(V 1 e-..i Dr Contact Number.360 70/ qC/S 206 x ,- . z Notes: - Foundation Plumbing - Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furnace - Footing Rough in Alrseal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines • Ducts -S Post Hole Ventilation . Appliance • - Underfloor _ Gas/wood stove Man-Homes Setbacks Insulation. Final Inspection ';'i Foundation- Biock&Tiie floor _wall ceiling . Address Posted s V ' !e... ¢SON cb JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Date: /2.--3 Time Received: I/(2 413111 Mon. Tue. • Thur. Fri. Date: / - BLD: /3— 5/ Contact Name: Owner: Contact Number: 360 34/ ei/ /_3"" Address: S'/d ,571--iftlhauJ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ENCLOSURE WALL 4' - (011 BEYOND co QO REMOVE EXISTING VENT >x REMOVE EXISTING CMU STEM WALL AVOIDING DAMAGE TO ANY BOLTS OR REBAR EMBEDDED INTO WALL OR SLAB BELOW EXISTING ROOF 0. � \j{ S� v�°� tx �J TEt`iPORARILY SUPPORT TH15 END OF E>' 5TING 16'x 10' OVERHEAD DOOR GUIDE CONSULT WITH OVERHEAD DOOR SUPPLIER FOR POSSIBLE REMOVAL AND REINSTALLATION OF HIGH TENSION SPRING SYSTEM i—i REMOVE EXISTING CORRODED BRACKET EXISTINGs WALL ELEVATION DETERMINE EXISTING ROOF FRAMING AND HURRICANE CLIPS WHEN EXPOSED � � N Q �O p7J u- d) O wd) w: ,-Ulu 4j 9'm cv � til � * —1 cQ W W J Q (L z 0 IL w m J�� X 0 4X6DF *2HDR CNN U��z x m Q ENCLOSURE n% WALL 4' -6" BEYOND iv X 8 SHEAR WALL BOUNDARY STUD m — 6 � (0" WIDE, 8" HIGH CONCRETE STEMWALL W/ * 4 T 4 B (NOT SHOWN) 4 * 4 6 18" oc VERT EMBEDDED 16" INTO CONCRETE POOL WALL BELOW IN ` a"41 HOLE W/ SET XP EPDXY EPDXY. CLEAN HOLES PER MANUFACTURES' INSTRUCTIONS. HOOK END * 4 VERTS TO LAP SPLICE W /TOP * 4 HORIZONTAL SCALE: APPROX: 1/2" = 1' - 0" � C p`y 9 p, G p, A Q �o <� �o c�. <," < n- SA �s� O EXISTING °s�fo�P OVERHEAD d DOOR OPENING DBL 4 x (o DF SELECT STRUCTURAL BOUNDARY STUDS NEW WALL FF�,4MING; SCALE: APPROX: 1/2" = 1' - 0" EXISTING ROOF rA EXISTING WALL ADJOINING CLUBHOUSE HOLD DOWN ANCHORAGE -c 8 HDU8 - 5052.5 3/411� GR5 OR 4140 NDG WITH 3116" X MOISTURE RESISTANT 21/2" * fiE WASHER (WITH 13116" 0 HOLE 15/32" CDX PLYWOOD AT HOLDDOWN BRACKET) OR l /s "O HDG A -301 THRD ROD EMBEDDED 22" W1/SET GYPSUM BOARD TO e e W/ TYVEK AND SIDING I 54110 HDG A -301 THREADED ROD EMBEDDED 16" W /5ET XP EPDXY MATCH EXISTING IN EXISTING POOL WALL ¢ THE HD TO MATCH EXISTING SCREWED TO DBL 2X6 STUDS. (2) 4x6 DF SELECT STRUCTURAL ® NEW SDS X 5" SCREW W/ IN 2x6 STUD WALL W/ PAIRS OF 5/32 "0 LEAD HOLE, 1/4 110 SD825600 AT 2" GA AT 16" cc SHANK HOLE AND 19/32 "4 (2) OR (3) 2x6 DF * 2 AT SIM W/ COUNTER BORE FOR FLAT (2) 8DS25300 im 2" GA 6 24" oc BEARING AT 16* ANGLE e e \Q� CENTER AT NARROW FACE 15/32" CDX PLYWOOD, Sd HDG BOX OF EACH 4x6, (2) EQUALLY 00 5" cc EDGES, BLOCKING AND STUDS SPACED AT OVHD DOOR 06 W/ HDU AND 12" oc OTHER SUPPORTS FACE TO MISS PERP. SDS. 00 NOT AT SIM e HDU8- SD82.5, HDU5 AT SIM EXISTING WALL ADJOINING a 4x6 DF * 2 SILL fE PRESSURE TREATED O CLUBHOUSE 00 W/ COPPER NAPTHANATE. % "0 AB AT 0 " 2411 cc EMBEDDED 6" MIN vp� IN JEFFERSON COUNTY DCD U ILDING PLAN REVIEW �,� �+ APPROVED AS 5UBMITTEI3 EXISTING PLYWOOD OR GWB SHOULD 0 APPROVED AS NOTED OVERHEAD NOT BE IN CONTACT W/ CONCRETE DOOR OPENING 11 REJECTED i O Date.'! KaviO�rr EXISTING SLAB 6" WIDE, 8" HIGH CONCRETE STEMWALL W/ * 4 T 4 B AND * 4 AT 18" oc VERTICAL EMBEDDED 16" INTO CONCRETE POOL 4 ' WALL BELOW IN % "4, HOLE W/ SET XP EPDXY EPDXY. CLEAN HOLES PER MANUFACTURES' INSTRUCTIONS. HOOK END * 4 VERTS TO - (�'-35HEAFIR WALL ANCHORAGE LAP SPLICE W /TOP * 4 HORIZONTAL ' EXISTINGs WALL ELEVATION DETERMINE EXISTING ROOF FRAMING AND HURRICANE CLIPS WHEN EXPOSED � � N Q �O p7J u- d) O wd) w: ,-Ulu 4j 9'm cv � til � * —1 cQ W W J Q (L z 0 IL w m J�� X 0 4X6DF *2HDR CNN U��z x m Q ENCLOSURE n% WALL 4' -6" BEYOND iv X 8 SHEAR WALL BOUNDARY STUD m — 6 � (0" WIDE, 8" HIGH CONCRETE STEMWALL W/ * 4 T 4 B (NOT SHOWN) 4 * 4 6 18" oc VERT EMBEDDED 16" INTO CONCRETE POOL WALL BELOW IN ` a"41 HOLE W/ SET XP EPDXY EPDXY. CLEAN HOLES PER MANUFACTURES' INSTRUCTIONS. HOOK END * 4 VERTS TO LAP SPLICE W /TOP * 4 HORIZONTAL SCALE: APPROX: 1/2" = 1' - 0" � C p`y 9 p, G p, A Q �o <� �o c�. <," < n- SA �s� O EXISTING °s�fo�P OVERHEAD d DOOR OPENING DBL 4 x (o DF SELECT STRUCTURAL BOUNDARY STUDS NEW WALL FF�,4MING; SCALE: APPROX: 1/2" = 1' - 0" EXISTING ROOF rA EXISTING WALL ADJOINING CLUBHOUSE HOLD DOWN ANCHORAGE -c 8 HDU8 - 5052.5 3/411� GR5 OR 4140 NDG WITH 3116" X 21/2" * fiE WASHER (WITH 13116" 0 HOLE AT HOLDDOWN BRACKET) OR l /s "O HDG A -301 THRD ROD EMBEDDED 22" W1/SET XP EPDXY IN EXISTING POOL WALL = . HDU5 -5D52 5 54110 HDG A -301 THREADED ROD EMBEDDED 16" W /5ET XP EPDXY IN EXISTING POOL WALL ¢ THE HD SCREWED TO DBL 2X6 STUDS. 5. SAFETY REQUIREMENTS A. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MEET ALL OSHA AND OTHER APPLICABLE SAFETY REQUIREMENTS, THIS MAY REQUIRE ADDITIONAL FABRICATION THAN IS DETAILED ON THESE DOCUMENTS FOR THE BUILDING STRUCTURE, B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERSTANDING AND IMPLEMENTING SAFETY REQUIREMENTS AND MAY NEED TO CONSULT WITH OTHER PROFESSIONALS SPECIALIZING IN APPLICABLE SAFETY REQUIREMENT CONFORMANCE. C. ALL COLUMNS, WALLS, BEAMS, JOISTS AND TRUSSES SHALL BE PROPERLY STABILIZED AND BRACED DURING ERECTION AND ONGOING CONSTRUCTION TO PREVENT THEIR MOVEMENT AS DETERMINED BY THE CONTRACTOR TO MEET APPLICABLE SAFETY REQUIREMENTS. D. ANY DISCUSSIONS WITH OR SHOP DRAWINGS SUBMITTED FOR REVIEW BY THE ENGINEER ON THIS PROJECT WILL NOT COMPRISE ANY REVIEW REGARDING APPLICABLE SAFETY REQUIREMENTS DURING CONSTRUCTION, SCALE: 11i2"_1' -0" x I. DE51GN CRITERIA Cvw A. 2009 INTERNATIONAL BUILDING CODE INCLUDING CHAPTER 34 B. SNOW LOAD: 20 PSF GROUND, USE 25 PSF BALANCED ROOF SNOW, SNOW. Pf= 1.00, Ca= 1.0, Is= 1.0, Ct =1.2 ONLY FOR DETERMINING WALL FRAMING C. WIND: 'E0 MPH (3 SECOND GUST), EXPOSURE C SINCE STRUCTURE IS OVER 600' FROM WATER, Iw= 1.0, ENCLOSED STRUCTURE WITH GCp1= ±0.55, SECTION (o OF ASCE 1 (95 -02) FOR FOR PRIMARY SYSTEM E CLADDING, 90 MPH DUE TO 100 MPH RECORDED WIND SPEEDS ON MULTIPLE OCCASIONS NEAR HOOD CANAL BRIDGE AND ARTICLES BY WOLF REED. D. SEISMIC USE GROUP = I, IE= 1.00, 66=121.2%, 51= 44.1%, SITE CLASS = D, SD6= 82.05-, SD1= 45.85-, SEISMIC DESIGN CATEGORY = D, WOOD STRUCTURAL PANEL DIAPHRAGMS AND LOAD BEARING SHEAR WALLS WITH DESIGN BASE SHEAR USING C8 =.121, R =6.5, WITH SECTION 12.8 OF , SCE I -05 USED TO DETERMINE T14E SEISMIC DESIGN FORCES. E. LOAD COMBINATIONS PER SECTION 1605.3.1 IBC. F. CONTACT THE ENGINEER REGARDING ANY DISCREPANCIES, UNUSUAL OR QUESTIONABLE CONDITIONS. THAT ARE LIKELY TO ARIZE A5 EXISTING CONSTRUCTION IS UNCOVERED OR REMOVED. 2. REINFORCED CONCRETE A. CONCRETE SHALL BE F'C = 3,000 PSI. STRUCTURAL DESIGN CRITERIA IS BASED ON 2,500 PSI CONCRETE TO ELIMINATE THE SPECIAL INSPECTION CRITERIA. USE 5 -71% AIR ENTRAINMENT MEETING ASTM C260± 4" MAX. SLUMP. SLUMP MAY BE ALTERED WITH A WATER REDUCING AGENT. USE NO CHLORIDES. 5. REINFORCING STEEL SHALL BE 60 GRADE, ASTM A -615. 40 GRADE MAY BE SUBSTITUTED IF 1 -1/2 TIMES AS MANY BARS AS ARE USED AS NOTED, OR 2/3 OF SPECIFIED SPACING. C. LAP SPLICE *3 BARS 16 ", *4 BARS 24 ", AND *5 BARS 30 ", UNLESS NOTED OTHERWISE, L >. HOOK HORIZONTAL BARS CONTINUOUS AT CORNERS AND LAP SPLICE PER 5C. SEE DETAILS. E. BEND AND INSTALL REINFORCING, AND POUR AND CURE CONCRETE PER ACI SPECIFICATIONS. F. PROVIDE 1 -1/2" MINIMUM COVER FOR REINFORCEMENT FROM FORMED SURFACE AND 3" WHERE CAST AGAINST SOIL TO EXTERIOR EXCEPT WHERE OTHERWISE NOTED. 3. TIMBER A. ALL LIGHT FRAMING NOT OTHERWISE SPECIFIED SHALL BE DF *2 OR BETTER B. ALL SPECIFIED TIMBER CONNECTORS ARE BY SIMPSON COMPANY CATALOG NUMBER USE THE SIZE AND ` NUMBER OF NAILS OR BOLTS SPECIFIED IN THEIR CATALOG, CENTERED ON THE CONNECTION, FOR EACH APPLICATION UNLESS OTHERWISE NOTED. USE ADDITIONAL CORROSION PROTECTION HDG OR Z MAX FOR CONNECTORS, HDG NAILS AND DOUBLE BARRIER COATING FOR 5D5 SCREWS. D. USE OFFER NAPTHANATE PRESSURE TREATED DOUGLAS FIR IN CONTACT WITH CONCRETE TO MEET AWPI SPECIFICATIONS. i=. ALL OTHER NAILING NOT SPECIFIED SHALL BE PER TABLE 23043.1, IBC. G. PLYWOOD SHALL BE STANDARD GRADE EXTERIOR GLUE CONFORMING TO PS I -83, APA APPROVED. BLOCK ALL EDGES OF PLYWOOD, H. PROVIDE SPECIFIED EDGE NAILING FOR PLYWOOD AT ALL MEMBERS CONNECTED WITH STRAPS EVEN IF THESE MEMBERS DO NOT FALL ON A PLYWOOD EDGE, UNLESS SPECIFICALLY NOTED OTHERWISE. 3. TEMPORARY SHORING A. DEVELOP PLAN FOR SHORING ROOF AND OVERHEAD DOOR PRIOR TO WALL REMOVAL. VERIFY WITH ENGINEER PRIOR TO PROCEEDING, B. DO NOT SUPPORT SHORING MEMBERS FROM CONCRETE LEDGE OVERHANGING POOL WALL BELOW. C. VERIFY WITH KALA POINT REPRESENTATIVE PRIOR TO CONSIDERING SHORING ON THE BOTTOM OF THE POOL. 40 D. IT MAY BE POSSIBLE TO USE HSS 3x2 TUBES AS SHORING COLUMNS PLACED IN THE CENTER OF THE NEW STEMWALL, REMOVED AFTER THE PARTIALLY COMPLETED NEW WALL PROVIDES SUFFICIENT ROOF SUPPORT. THE GAP FROM TEMPORARY COLUMN REMOVAL CAN THEN FILLED ITH GROUT. THIS WILL REQUIRE A MODIFIED REINFORCEMENT PLANI(p7jm STEMWALL. KALA POINT OWNER'S ASSN. OWEN STRUCTURAL 1-160 KALA POINT DRIVE 1 R. ly KALA POINT CLUB HOUSE ENGINEERING INC. 310 SAIL VIEW DRIVE 220 E. 1 st st. Port Angeles, 1 PORT TOWNSEND WA (360) 452 -8574 FAX (360) 457 — Project REBUILD WALL Title ' 1 175 AT CLUB HOUSE POOL ELEVATION, NOTES TL ENCLOSURE ADJACENT TO DETAILS 1=0R III ZONAL OVERHEAD DOOR WALL CONSTRUCT Y/31/13 Scale 1/z„ -I, -O" UN. Drawn by Checked by c8 /co CO Job No. 13164 Date Sheet of 1/2 =I KALAPCHI MAY, 2013 1 1 _0 C' 000�. 1 . 1376./ _ 4.1 4. a c-i-- (� �R w Zs ,4 y I R , - �� 0 Itt_,-*/,f7;71"g\le* '- 6 ) :,„ ti f f . �.�'� 17175 a. ) Z `I' v l0 3 p (f � SIONAL H . 11_, 63c ( 9 4- «5 . (0(4 _ (o4pp +, 3 .526 28411 cC0VI L© &� h c 1 D a i0 Po,/ c; ,jj di T.i, OCT 1 6 2013 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT /V\4)( Lct -fa cd . .■, 4- 4 ( - )/ w., c • kYi Le> c}etGO SL ex4 C, -3920 At W-int et !`,-, 6 00-2.,. ( 9 .0 -4-(1, 8:0 7 )9, 64 pSf 7, - Y7d,); °A,k, .5)jafr (;).SRAI'v At')i4 7.4 q( 041‘.1c4) e ttl ` (C , 5) L) - (.( , („ 01 61 . 6if j3,5ji, =-oir L 'co P,�y. : ),7 � "" ) g,.Gpi 3 Z .-j v�eN), 0.1.q(I 3)/4 7 e--- q I 21' Ai 1). ' 1 , ,t,)jd co,,,,,tv, , ,3+ „csi : '''' , . - v ,f1. . .. t : ,- . = i,(9) Z - .56 "; ?-( ' ' 1 i) i - )vi -; . (I,/ k... ) ,,45, r c DC" •Aie)fif-F cioN)-A i ko 'i Nfre.4 0 A c,,,,,Q, )c? 6 -IC i-:2- -'71 (:) ,(ti-./.1g)kf,“) z ZG,4 qzi- ,C) ÷-il :-..: t.-2,10iF — (14+. /. .I- 2_ 4. 2.,:_$,J.‘_..) :e4.8 OWEN STRUCTURAL ENGINEERING INC. Repair Wall for Kale Point Pool Enclosure 220 E 15t St., Port Angeles,WA 98362 Port Townsend, WA (360)452-8574 FAX(360)457-8020 2., L ‘. )376-1 fre / 1/10 tr.., -461,,4%,.k-‘4,- ( 'ft •f1.1`. :-:.'.'::,_,.., 0 Ali 4 lgc) .,.. 4 Sty .kitob‘sic;NAALL tr. .4: 6j.,, 13 04 ; i zq4 o:tii (2-&,y 0, 41/3j 1. 9 z: 7 4.i l 3ot ii F1, )::).--4Pr ,-,- ---' 3°t•, (1. >.> )7, 4 et2, 1 41....4,,, oi ) f 23,c074 _cT, „j_ia tte jeid , (cp) g -5 Pi 4‘ V .,t'‘, s-4- 0146 0 A v a.c, 6A16 !I• 1 1.,z t?., Tv)(Al\-24)AL.5)114-j Q I\Y. dlx‘, (2. .3 2,1 'i. 2" ' q Alte f) r po, kL1 , tAtiQdleJg $ Ø'+ / 92, e''''` 10‘1(1 J 6$g Fr ) 3Si 12 ep 1A1.9" 0,v it, / (7 ) ,27 i,4 S° l'(•4-e. F74y-C-1(04,, .1.------:->s-0/1;- „viic -flizr-iotAiacol- NO,-121 .6 J.- 1,0 ifv-61, ig l• 07--rvi OWEN STRUCTURAL ENGINEERING INC. Repair Wall for 220 E. 1st St., Port Angeles,WA 98362 Kale Point Pool Enclosure (360)452-8574 FAX(360)457-8020 Port Townsend, WA 1 . , A, „ Design Maps Summary Report Page 1 of l maw USGS Design Maps Summary Report ,User-Specified Input Report Title 13764, Kaka Point Clubhouse Thu May 30,2013 15:53:11 UTC Building Code Reference Document ASCE 7-05 Standard � (which makes use of, 2002 USGS hazard data) Site Coordinates 48.05682°N, 122.77243°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I Greenb; �a,r o T ~l ier State mark. t liorr <,.s:Rb��x-girl Y;9Swa. Araersonlake United States State Park Chireacl 79 �4 YfrYC1e USGS-Provided Output Ss = 1.212 g S„s = 1.231 g S0, = 0.820 g S, = 0.441 g S.,, = 0.687 g Sol = 0.458 g 1.43 MCE Response Spectrum Design Response Spectrum 0.59 1.30 0.90 1.17 0.21 1.04 0.72 0.51 0.63 TA 0.79 01 0.54 Ni 0.65 f {• 0.45 0.52 0.36 0.35 0.27 0.26 0.12 0.13 0.03 0.00 1 t 1 1 F --4 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 2.00 Period, T(sec) Period.T(sec) Although this information is a product of the U.S. Geological Survey,we provide no warranty,expressed or implied,as to the r accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. •