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HomeMy WebLinkAboutPermit File 3802 Leeward Lane — 0 _ City of Anacortes Invoice/Permit#: BLD-2017-0192 904 6th Street \ f Applied date: 04/11/2017 "?`1 +' P.O.Box 547 Issue date: ' 'C ; Anacortes, WA 98221-0547 Expire date: 10/08/2018 ° - (360) 293-1901 Job Address: 3802 LEEWARD LN Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Solar PV system flush-mounted on flat garage roof Owner: KEN ELLIS Contractor: WHIDBEY SUN &WIND Address: 4933 HEATHER DR Address: 987 WANAMAKER RD ANACORTES WA 98221-3001 COUPEVILLE WA 98239-3011 Phone: (360)293-9298 Phone: (360)678-7131 License#: WHIDBSW946M1 General information: Fees: Building Valuation 1400 Building Permit Fee 50.95 Plan Review Fee 33.12 State Building Code Fee 4.50 Total Calculated: 88.57 Deposits/Receipts: 0.00 Total Due: 88.57 m w ns -q o .) 8 + - i , ,n z - D a * b i 2 • i 1 g Cyr . xi THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 D.4YSf CI'R lk CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMEN 3E . HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVIS]bFF OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR' IOT,,71- GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER*STAT LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. / v �p .. LA( SIGNATURE OF OWNER OR AUTHORIZED AGENT 1� f a _ , - Simple �`` .� • Quick assembly and clean aesthetic finish • One wrench fits every bolt in the system • Low profile installation on any roof [1.•/: Adaptable • Compatible with virtually all 60 and 72 cell modules F' - Unique "snap-in" channel nuts can be installed anywhere on the rail • Rail channels provide improved wire management :' ' .'� ' ifF�•M1' . .. J Strong I,pik r!':? . .?ek:IM.,1 r7'' , , ,,...A44441. • Excellent seismic, wind, and snow-loading protection !� ti"'V;•'* i Vertical and horizontal adjustments ensure superior fit "'�"' ""=' ``+ { -• • Rain-tight metal flashing ensures waterproofing Innovative Universal End Clamps • .}' • One size fits any standard L frame module a w . 1 • Clean look - nothing extends beyond module frames • • Less waste - rail lengths match most modules 'f - .�1 Snaphlrack Series 100 Technical Data Pm"'" Pdn+Jin� _ Materials • 6000 Series aluminum • Stainless steel • Galvanized steel Material Finish •Clear and black anodized aluminum Installation • Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •Worry-free waterproof flashing Calcs, & Certifications • Wind speeds up to 150 MPH and snow loads to 120 PSF Grounding • Washer, Electrical Equipment Bond (WEEB) or lay-In lugs Warranty - 10 Year material and worksmanship (download full details at snapnrack,com) Snap rack • • (877) 73 - 860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks ©2012 by SnapNrack PV Mounting System,All r[ghts reserved. 5Tt UUnmatchednprecedentedQ InnovationS - . Unbelievable Price S-5-U Clamp S-5-U Mini MB Hale Li:,I;,.a IA_ye 4r , .. 10 • jte' 11:=::it=i:i 1, CI ill a 'I i"1 hill ;— � ff1 iu1 ft1:jo Cii'1 t 3h1Nt i;! :kI 44iti ' 1 i , .3Errim 31:11111 . " ie L --- Or I r, r�,V1It`6 t. Note:Install bath - �f .I �+ `II/ + � p. I�I��!11 sdeofclamnsame Il i"'"'h.�•ILLL 4 + .L' -- -- I i-ri l"fl.l — 11,31n'ft l .-a.,. Actual Size im.ni:•r•,I --ip_ Actual Size ii3 u9-..r t l The S-5-U and S-5-U Mini clamps are each furnished with the hardware shown above. Each box also includes a bit tip for tightening setscrews using an electric screw gun. A structural aluminum attachment clamp, the S-5-U is compatible with most common metal roofing materials excluding copper. All included hardware is stainless steel. Please visit www.S-5.com for more information including CAD details, metallurgical compatibilities and specifications. co E Foy`horizontal seas under al ,(15° do not use t is clamp. Visit a) www.S.S.com for more detailed information and proper clamp � � tti use. ui The S-S-U clamp has been tested for load-to-failure results on most major brands and profiles of standing seam roofing. The independent lab test data found at www.S-5.com can be used for load-critical designs and applications. S-5!TM holding strength is unmatched in the industry. . " it The strength of the -5-U clamp is in its simple design. The patented setscrews will slightly dimple the metal seam material but not pierce it—leaving roof warranties intact. S.SiTM Warning! Please use this product responsibly! Products are protected by multiple U.S. and foreign patents. Visit the website at Distributed by www.S-5.com for complete information on patents and trademarks. For maximum holding strength,setscrews should be tensioned and re-tensioned as the seam material compresses. Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel and between 130 and 150 inch pounds for all other metals and thinner gauges of steel. Consult the 5-51"website at www.S-5.com for published data regarding holding strength. Copyright 2008,Metal Roof Innovations,Ltd.5-5!'"products are patented by Metal Roof Innovations,Ltd. Itl . SE Solar ModuleIII i. Design & Engineering Data Ca Type. •60 high-efficiency monocrystalline p-type cells • 6 x l0 cell matrix SdarGbcs •Ultra-clear anti-reflective treatment •Tempered,with low iron content •Anti-glare prismatic subsurface texture MAMMAL DMA 1111111 Bacl®heet •Multi-layered •Engineered adhesion for maximum weather protection r>Fnondurn 1001mm X 1675mm X 50mm Frame •High-strength corrosion-resistant anodized aluminum Weight _ 43 lbs •Compatible with standard rocking,accommodating both top-down clamps and bottom-flange mounting 111111 Cade •42°90°C 12AWG PV wire „ M. 4 I> /0 RATINGS Jurillonox B •3 bypass diodes • 1000 VDC MC4 connectors [ rtatlurr4l Temtxerarrra 40...+90°C C.rruntiv •Certified for Wiley Electronics WEEBTM grounding clips OilodrrurnSwsGam V ° 1000 VDC • Eight standard grounding locations per module for arpdpriLopst CUL 1703J Up to 113 lbs/ft2 reduced ground wire length Mmdri-rum Laed Vgl.17O I 551 kg/m2(5400 Pa) EMMINTIMIIII Mmtrnum Wind Le ae 113 lbs/ft2 1�+14x8ef163t�3Eeltlltip 15A - M.Ring Ut.1703 MaxReveraeCurrent 15A Eke Rating Type 2 Plp Prise 500+ hours . ARRA.BAAs, and IAACoeptant Nc Qprdaltig _ co 1Q turn r140ETI 45.01°C Temperature CoolRcln1 c+l rpm -0.39%/°C • Temperature Co fl1ceoel of Vac -0.29%/°C r nurnro,wv.l ur 11.95.1 280 285 290 295 300 Termpeo8ie[oellk1errtofkr, +0,04%/°C Mpdrnum Fewer VWtuge-VwrNII 32.3 32.4 32,6 32.8 32.9 Tftriviirolure Ceetllclent of V.v. -0.38%/°C MaArnum powyr Curwq-I,.r ,) 8.6 8.7 8.8 8.9 9.0 'ElecIrical characteristics may vary within*2% of Ilre CwCFcu<!'eollape-Voc 1+a 39.2 39.3 39.5 39.7 39.8 indicated values al Standard Tesi Conditions (STC). Sheri Ctreun o.rrrent-h465} 9,3 9.4 9.5 9.6 9.7 luadiance of I,000W/m2, AM 1.5 spacirum, cell temperature at 25`C. N,o-ieEleckwvr' 16.70% 16.99% 17.29% 17.59% 17.89% IJOTE:SPECIFICATIONS SUBJECT r0 CHANGE WITHOUT NOTICE 101.5mm 203mm 9.6 mm Smm I, [4lnl ]8In] c��I us 79.5 mm « tntertek y--Lr L 0[.375 in] 0[.1981n] TYP 1135. ! TYP TYP TYP {3.13 in( \ ♦ ♦ + r ♦ f MADE IN,SMEF C9 100 mm r•r•1•aa,ro-1xa • • [3.94 in] ♦ ♦- 27 mm ', [1.061nt •}....' `I 4 1001 mm 6 FRT!H[P Wm' 178 mm 1067mm [39.41 in] LW YJ0.SNI+010a [421R} pin] T- + ♦ 1�r ♦ 947mm - - [37.28 in] 127mm - - � [51n]- Junction Box CIMI 610 mm 0011111EDMADE • ♦ [24In] IF MEMN054TA * • 1 • 4 F+ • Frame Depth: 50 mm[1.97in] • 11.: F ) / ♦ • • s r ♦ I . [65.94In] • Manufacturing l-cicililies: 3886 Hammer Drive, Bellingham,WA 98226 I 2746 31s1 Avenue South,Minneapolis,MN 55406 Sales Offices!WA: (360) 647-9531 I MN: (612)318-6384 CA. (360)393-0178 info@iekenergy.com I www.ilekenergy,com V 1.16.17 3 1 - . r___, , J, I 1 _. I I FLUSH-MOUNT SOLAI 1 ATTACHED USING Say !'EAM ';LAMPS Mil 1 I , I 1 3 I __ . . _ , + (36u) 678.7 31 987 Wanamaker Rd W H I D B EY SUN & WI Coupeville, WA 98239 _ RFNIFWA Pit_F ENFR[.Y.qYTFMS www.whidbeysunwind.com Ellis PV System info@whidbevsunwind.com SNAPNRACK TORQUE SPECS (BLACK FASTENERS): LOCATE ARRAY 5 FEET FROM SOUTH 8-10 FOOT-POUNDS EDGE OF GARAGE ROOF, AND CENTERI (96-120 INCH-POUNDS) EAST-WEST 198" TOP OF ARRAY 186" - 1 • • I • 1 44" r - -- •- 120" I- i I 78" - ,. - 54" 11 RIB SPACING: 18.5" 12" --• I I - I. 1 -- • • 0' 37" 74" 111" 148" 1 0" BOTTOM OF ARRAY MODULE WEIGHT: 43 WEIGHT OF RACKING/ OVERALL ARRAY LENGTH: 358.7" (29' 10.7") TOTAL ARRAY MODULE AREA:: 17 17,7 SNAP-N-RACK MOUNTING SYSTEM,: ARRAY AREA: 460.2 S 12 RAILS @ 122", 4 RAILS @ 162" ARRAY DEAD LOAD IN 64 S-5 METAL ROOF ATTACHMENTS TOTAL NUMBER OF AT 46 MID-CLAMPS, 12 UNIVERSAL END-CLAMPS WEIGHT PER ATTACH (360) 678.7131 - — 987 Wanamaker Rd jV W H I D B EY SUN & WI I RFf IFU9/ARJ F FN.1FI MYSY TFM1- Coupeville, WA 98239 www.whidbeysunwind.com '1 Ellis V System info@whidbevsunwind.com L Alm F-7 1 [ _i fi STRING 1 STRING 2 (360) 678.7131 — . 987 Wanamaker Rd r W H I D B EY SUN & WI Coupeville, WA 98239 rREL 15 F LFr r,v SVSTWMq www.whidbeysunwind.com info@whidbeysunwind.com Ellis PV System _ RAPID SHUTDOWN DEVICE - — - -._ _ — _ _ LOCATED UNDER ARRAY H- 26 ITEK ENERGY 290 W MODULES 2 STRINGS OF 13 MODULES IN SERIES 0 ROOF MOUNTL]n PV ARRAY SNAPNRACK RACKING r____— . :/// DC DISC. IN\ LOI G PV MODULE RATINGS @ STC MANUFACTURER: ITEK ENERGY SERVICE PAL, MODEL: IT 290 SE LOCATION: GARAGENE : OPERATING VOLTAGE:32.6 V PANEL: MAIN OPEN CIRCUIT VOLTAGE:39.5 V RATING: 120/240 V OPERATING CURRENT: 8,8 A FEED:BOTTOM SHORT-CIRCUIT CURRENT:9.5 A PNL TYPE:SQUARE D I-IOMELINE MAX SERIES FUSE(OCPD): 15 A FED FROM: UTILITY RATED POWER:290 W BUS AMP RATING: 200 A ` Vac TEMP COEFF=-0.20%/°C SERVICE VOLTAGE:240 V - MAIN OCPD RATING:200 A0 INVERTER RATINGS — - Length LOAD SIDE CONNECTION: INVERTER MFGR: ITEK ENERGY , INVERTER MODEL: PVI 7600TL MAIN=200 A MAX DC VOLTAGE: 600 V PV INVERTER OUTPUT=40 A MPPT RANGE:200-500 V TOTAL=240 A FUSED STRING.INPUTS:4 2 15 MAX OUTPUT POWER:7600 W BUS BAR RATING=200 A NOMINAL AC VOLTAGE:240 V 120%OF BUS BAR RATING=240 A 3 10 NOMINAL AC CURRENT:31.7 A TOTAL -4 120%OF BUS RATING 4 10 l (369) 678.7131 987 Wanamaker Rd W H I Z BEY SUN WI Coupeville, WA 98239 I _ F7PNFWAR1 F 1=NFRCtY SyS1 MR www.whidbeysunwind.com info@whidbeysunwind.com EllisPV System AREA MAP MOST HYDRAULICALLY REMOTE HEAD ELEVATIONS-CROSS SECTION OF HOME HEAD ;(! GPM PRESSURE REO'D AT STREET 2 CAI, 8 n.:4, Ii,IJr GPM 19 1 L g •- �n.,- - HD SYMBOL MODEL 4 K FACTOR MAX SPACING 24 Ili. •. W 1 RFC43-12 SIN-RFC43-RA0612 4.3 12X12 +''•:, - - - -106 FT ® RFC43-14 SIN--RFC43-RA0612 4.3 . 14X14 - .._.,. , t Q RFC43-16 SIN-RFC43--RA0612 4.3 16X16 - �"` - Q RFC43-18 S1N-RFC43-RA0612 4.3 18X18 1 ' 1 ' 11 ' S - I •- Pr- T © RFC43-20 SIN-RFC43-RA0612 4.3 20X20 I f ¢ -9 00 FT Af1ac. *am=Required hie& SSW Normlnal j:1:c o Fa nip `onoe Discharge GARAGE(1L) To Nrod Fran Pressure Flow Eq. Pressure Ea rr {` 12x12 8 12 7.8 12 7.8 ' ��• - 14x14 7 T3 9,1 13 9.1 . a.1 I SIN RFC43 1/2' 185 4.3 18 x 16 8 13 9.1 13 9.1 i • rr 1+. `+ s 18 x 18 9 18 17.5 18 17.5 r-7-` IC' In.'.'3O T 20 x 24 10 21 238 21 23E Pill- F - MAIN FLOOR ZO o J ILI I ' ' - enEwonw.. r f �� 5,4V,+C S 1 Z $�� ¢ ` I -90 FTi NUMBER OF SPRINKLER HEADS:30 ,_spr/WE I it!, x LJ 0 4 2 I- • . ()el(:::) II Cr' (l: :2-: WATER SUPPLY i,Requires ies"Iatlen be movedCI _ up above tl,e sAeim,Ier pipe to i,�- _ s -- CC allow Neat horn the oonsimned SUPPLY 1�� MUTER spacebelewtotra> f„mom ffmc.Paea and keep meOP. S.0 LOWER FLOOR 6 ffi { Q STATIC PRESSURE 60.000 "'" _60 � v ? .e RESIDUAL PRESSURE 52.500 �� - , 41m3S1 `� ' I i cAVAILABLE FLOW(GPM) 40,000 r •.li •I• MANIFOLD EXAMPLE iGoo91 F���,.-,, :.. ''n76 relogie 6 P. TOTAL PRESSURE REQUIRED 50.310 /JA /A 6Z . 3802 LEEWARD LANE, ANACORTES, WA 98221 L. 0 . TOTAL REQUIRED FLOW(GPM) 26.000 1 C`1: „ TRAPPED AIR SPACE SAFETY MARGIN (PSI) 6.309 $ATT INSULATION TENTED - _._. _ -- L OVER PIPING -16' 4"-----.........."........-- .-..-«.....I.,..-..- '•1Q".---�f}.-�.•3'•10".. •^-^f#•_---'�''1 +-F+- __ CC SAFETY MARGIN(GPM) 14.000 TENTING --- -- ------•-• ••••-•••---- Vfl r 31{1;.G i:. -W1?�TOf i'lG. YvI 31d1::0 Plr:. --- ----_____..- --_____._. �_ r ______.�"___________ -_w _ _ _ - -.. '. _. '• -y.p" ------_ 10-1 1J�" -6'0 mil*•J 47 z ��� �isJ��rJ k�J��J���J���r���>���>� ��>���rs�rr�>�����f���>����Jiii �� �� r �'���������r��>Jr ������i T- _ v.y,:.;r;.•rr''i,•;✓, f...�r r ti{'rJ�r••ti'{'':.r�:r }I Y ' " ... ..... .... .. • ... .,.<. ..... .... ..... .,.. , ° j el A20 1FI ti• , a ,. THIS SYSTEM UTILIZES A 1"WATER METER AND 1"SERVICE LINE ✓Jr'/1irJil f'y�f�r r f;�r i{fJ. �r:;:; r;.,,;�r�? r; ✓ y r. ..... .... .�... .. .., . .. .. ...., •�,.. ...., .- .... ...., •.... ..... ... •... 0 CO CAPABLE OF PROVIDING 26 GPM @ 60 PSI. ----�- . IJ . . . Di I J ----------_ ---r . r - -- - fc.✓ _I. ., ----- - - 1-- (3.'- - 1. tttf p; I ;4, I I - e ; r-----ww 14 . _. • r f:� f%r`i �r �i� ✓i� 1%%'i � �r' :jf %%ir}✓fiiiiiii� ii 1. SYSTEM TYPE: NFPA 13D MULTI-PURPOSE FIRE PROTECTION SYSTEM. _WI: •c - `""' """' -' I �' - "• -�!-!!yYM.rl• --- �•'� � f I • , rr.•9 i .- 'I �,LETLary iris»>% if f�lfs f ff ' t ice++ 2. PIPE: RAUPEX NON BARRIER U.L. LISTED FOR MULTI-PURPOSE KITCHEN DINING - ---2. ji .r, . ...• ..r., ..,.. .... . .s ' }r yrl ■ y YNT�R Pfd0O'A:GG T14e1 } t J f -- FIRE PROTECTION SYSTEM. 1 .. 10'CEILING 10'CEILING S C6 tif, � _ BEDROOM %, -__•6, ' H fll•4t?WxR 4 3--1 10'CEILING 11 ' iN 3. SPEARS FLAMEGUARD PIPE U.L. LISTED AND APPROVED FOR r' ' z•---------•w•- -„- H 21 % ! WET PIPE FIRE SPRINKLERS SYSTEM. ▪ r, IfifiIII , I i in y`�" ?, BATH °`° I`Th PV _ I s I 2' I S - - i ,i - I I GUV;1k;D a�GIC ' '. _•_'` ,• 4. FITTINGS: EVERLOC- U.L, LISTED FOR MULTI-PURPOSE t u RFC-�3 1 a } RFC43- L I , S r; I•1,224 M1 i FIRE PROTECTION SYSTEM. 3 M H.-I �e H.11 ' r._ , $ _- - P-D i. '4 n 42" X 120" ISLAND 1 y ----- - - -s. ilix. I d 5. FITTINGS: SPEARS CPVC-U.L. LISTED FOR NFPA 13, 13R& 13D SYSTEMS '"'.,, "' - TC: ___�_�_-_-�__.__- m I s ,,� -r--- - I I� '- ,ti 15 ki ▪ �' I, I I i:., EXTERIOR I ICJI�€F?4"f10 q '?f 1,,. ; i I °h I E :< i FC43-1 IP i Z '•q 1!�" 1 i r aTOIRAGE s =_ - tt4 re co a d %/� jf// li i/iiri✓ �r/iJr..i�;�✓i iir ' r-4 ff•�:r.v•:•� '.•�;; - _ ; - r ' 1•aEaax pt 7� ---�6^g. I- ,� lLm, ----11'•�" T con/irJJJ :iJiJf✓r✓ Ji✓J/i>r J:.a�1 h:r,'/• r ,, f if I I ;'t -------_ _� . C C3 � �+ F r:•YS,r J ✓'. I % J 7 SasSra�ooatrJ6L� a s raeaaar'/J,' co m�"' - r, n , ,Ir#. rl /�I �{y��p. �/�p :r 6EILING BEAM TBD•?larrom 6 171 vb. ,. /. ''1 •i J "I, yr B 8,.Old 1E WI, Z V• L J` r. ..�. :' -,#4�11� d'� /4. 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EIs�B1at®191ri a6 ICaraR.01He rw, U NIP �. �- 61,A11 + • }` I REQUIRED ET FLOW r ? s� '" ,_... ____ .1 ,rJ ✓ . _.-.• •____.__..___ FAMILYli � 1 EW-I d �.r JNk ",%zr f0'CEILING "Ifi f} 'i 1 r' !' •!�,°a.,.., Pjf.; . ir\ iR ia-"I ; , I .A. Len . r [ '1y ' '1' 'S� :ii I WI Tinr, I -flu S !�•� WI ,p:k7 N. LA -- b" �. 1 u, I R 1 I •+ RFC43-1 I RFC 4-3---1 S RFC 43--1 , - -i K - E � > H .� /I _ �-' 17 �, x r• H.2J H 23 H-25 1 ` •• . - r'- W Q w ' ' `"-------- -----------------------___M+ '-�" -. _ _- u, 4 H - P 1 C1 .._ Ira i 4. = d :. 4 Ct ❑ C`` ce ./ -��, I . ENTRY u RF 43-�16 RFC43-16 11 a R --- w; T '�E �. '� 10'CEILING \ S ., rr+ Q w �'s ! W ------------ ---12'•10"------- --..___------•--._-S'4 1l " -----6''A 1!2"-- -- "_----______ 14'•d 11 ' _ - _ _ \ { i 7 : ' Z : llq�� a 1a" "Y'S' J'.yI. m - 3 ' 'y 1 8 ZQ Q Z IM� �!I .sla: I &-0• -I•• -'Jain+-. ' TA11T' �- 1',6a ?.,^ 17�.q+ WATERSEI VICE - $ 71 'r :11 J Q Q I kN i C05 3;.. Yt4"�1d8JA!'Vht. 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MAIN FLOOR PLAN LOWER FLOOR PLAN ,■J Z li -i ....-, LLI ... . EU ti? HANGERS AND SUPPORT-CPVC FLAMEGUARD PIPE HANGERS AND SUPPORT- PEX PIPE GENERAL NOTES CONTRACTORS INFO. OWNER AND OCCUPANT STANDARD SYMBOL KEY HYDRAULIC CALCULATION SYMBOL KEY •I (13 ti PIPE SIZE MAXIMUM SUPPORT NEPA 130 PERMITS'SUPPORT METHODS COMPARABLE TO THOSE REQUIRED BY LOCAL PLUMBING CODES." 1, THESE HYDRAUUGCALCULATIONS AND SYSTEMS NOMINAL TUBING DIAMETER(in.) SPACING (in.) 1" FLAMEGUARD(CPVC) PIPE SPRINKLER HEAD WITH HEAD S.0 SOURCE Dia INSIDE DIAMETER OF PIPE (CD, -C `i p (INCHES) SPACING (FEET) THE HANGAR SUPPORTREOU4i2EMENT5MU5TASLO6EFOLLOWEDONNFPRt30SYSTEMS. ARE DESIGNED IN COMPLIANCE WITH NEPA1aD STRANDBERG CONSTRUCTION ELLIS KENNETH RONAN - FI NUMBER, SPRINKLER TYPE C p>, tO M TOLCO CPVC HANGER 3/8",1/2',3/4',1" 32 TUBE TALON 2.ALL INTERIOR PIPING TO BE"REHAU"PIPE UNLESS I! 1.5 FLAMEGUARD (CPVC) PIPE H.1 HEAD NUMBER C-Factor INSIDE OF PIPE SMOOTHNESS 3/4" 5-1/2 FT OTHERWiSENOTED. PO BOX 319 4933 HEATHER DRIVE - - RFC43-1f3 NUMBER &COVERAGE v- • N Fo C 1.HORIZONTAL RUNS MUST BE BRACED SO THAT THE STRESS 5.RISERS MUST BE SUPPORTED BY PIPE CLAMPS 1.PLASTIC HANGERS AND STRAPS ARE RECOMMENDED,BUT �/ 3. MINIMUM SPACING BETWEEN SPRINKLERS iS BO' AI DOMESTIC PIPING R.30.A RISER NUMBER FT FLOWING TEE v- 4>' Qp 03 oo X 1" 6 FT LOADS WILL NOT SE PLACED ON A FITTING OR A JOINT. OR BY HANGERS LOCATED ON THE HORIZONTAL METAL SUPPORTS WHICH ARE DESIGNED FOR USE WITH PER NFPA/39,REFER TO SPACING CHARTS FOR A NACORTES, WA 98105 ANACORTES, WA 98221 r- m W LL SUPPORT SPACING IS SHOWN IN THE FOLLOWING TABLE. CONNECTION CLOSE TO THE RISER.ONLY LISTED PLASTIC TUBING CAN BE USED. FROM W SPACING BETWEEN SPRINKLERS AND 3I4° REHAU PEX PIPE Ii4 - T,30 TEE 1 B 1 BRANCH OF A TEE HANGERS AND CLAMPS CAN 8E USED.VERTICAL _ 1111411/1 01 1-1/4" 6-1/2 FT 2.WHEN A SPRINKLER HEAD ACITIVATES,A SIGNIFICANT LINES MUST BE SUPPORTED AT INTERVALS TO 2.VERTICAL CUBING SHALL BE SUPPORTED AT EVERY FLOOR 4. THE ROWING OF THE TUBING SHOWN ON THIS REACTIVE FORCE CAN BE EXERTEOON THE PIPE,WITH AVOID PLACING EXCESSIVE LOAD ON A FITTING 4 r111111+ f&FEET TO 10-FEET HEIGHT}AND AT THE MID-FLOOR GU/DE - DRAWING IS INTENDED TO BE SCHEMATIC.THIS PHONE (360)-293-7431 1" REHAU PEX PIPE 'HOJ N STROF3E P.1 PI PE N UMBER 1 R 1 RUN OF A TEE Lu 1-1/2" 7 FT A PENDET HEAD,THIS REACTIVE FORCE CAN CAUSE THE AT THE LOWER END.THIS CAN BE DONE BY USING BETWEEN FLOORS. DRAWING SHOWS SUGGESTED ROUTING ONLY. I PIPE TO LIFT VERTICALLY fF IT IS NOT SECURED PROPERLY, RISER CLAMPS OR DOUBLE-BOLT PIPE CLAMPS sm I ALTERNATE ROUTING MAY BE USED,SO LONG AS L.1 90 DEGREE ELBOW PT PSI TOTAL 1 H 1 SPRINKLER HEAD �. 2" 8 FT DIAMECIALLY IF ETER PIPE.THE PIPE MHE UST BE BRACED AGAINST THE DROP IS FROM SMALL LISTED FOR THIS SERVICE, ill 3 BUSHING OR WHEN PENETRATING MATERIAL N ALL E A PROPERLY-DESIGNED PENETRATIONS TO PROTECT O ® - ARRANGEMENTTHE SHOWNONNEGTED IN THE �+ . . ce VERTICAL LIFT-UP WITH THE CLOSEST HANGER. 6.THE RISER SHALL BE SUPPORTED VERTICALLY TUBING. 5.ALL PIPING TO BE SUPPORTED ACCORDING TO D.T DOMESTIC TEE PF PIPE FRICTION 1 L 90 DEGREE ELBOW 2-112" 9 FT WITHIN 2 FEET OF THE CEILING OR BOTTOM -Iiiti1 *le ® NFPA 13D AND MANUFACTURER'S RECOMMENDATIONS. 3,ALL INTER#OR PIPING TO BE 1.5"SPEARS CPVC, OF THE JOIST. 4,PIPING LAID ON OPEN JOISTS OR RAFTERS SHALL BE SUPPORTED IN 6.THE PIPING ARRANGEMENT AND HYDRAULIC T.30 + NODE (TEE)NUMBER PE PSI ELEVATION MNF MANIFOLD At, 3" 10FT SCHEDULE 80 FITTINGS AND PIPE_ A MANNER THAT PREVENTS LATERAL MOVEMENT. RI CALCULATIONS ARE PROPETARY PROPERTY RISER FLOOR CONNECTER _ 7.MAINTAIN VERTICAL PIPING;N A STRAIGHT ® OF XFIRE AND XFIRE RESERVES THE EXCLUSIVE RIGHTS QA GPM L.2 90 DEGREE ELBOW 4.SPRINKLER RISER DIAMETER TO BE 1.6' ALIGNMENT WITH SUPPORTS AT EACH FLOOR 5.SPRINKLER PIPING SHALL BE SUPPORTED IN A MANNER TO PREVENT THE TO THEM. UNAUTHORIZED REPRODUCTION OR USE IS P 1 1 PIPE NUMBER AND RISER NUMBERLL LEVEL,OR AT 10 FEET INTERVALS. MOVEMENT OF PIPING UPON SPRINKLER OPERATION, FORBIDDEN. - QT GPM QUANITY D.T DOMESTIC TEE O t. City of Anacortes Invoice/Permit#: BLD-2017-0035 904 6th Street Applied date: 01/24/2017 P.O.Box 547 Issue date: 02/01/2017 Anacortes, WA 98221-0547 Expire date: 07/31/2018 I i,; ?` (360) 293-1901 Job Address: 3802 LEEWARD LN Permit Type: Fire Sprinkler Permit ANACORTES WA 98221 Project: APN: Remarks: Install NFPA 13D Multipurpose Fire Sprinkler system in new SFR Owner: KEN ELLIS Contractor: X-FIRE Address: 4933 HEATHER DR Address: 1511 KENTUCKY ST ANACORTES WA 98221-3001 BELLINGHAM WA 98229-4718 Phone: (360)293-9298 Phone: (360) 715-8088 License#: XFIRE**961 PN General Information: Fees: Building Valuation 8526 Building Permit Fee 167.25 Plan Review Fee 108.71 State Building Code Fee 4.50 Total Calculated: 280.46 DepositslReceipts: 0.00 Total Due: 280.46 r-r •--I 13 m P -a s 0 rJ 426 4a. r. 41 re c —j I w- "' I X C. {.- •• c:= 3 r: I OP 01 ea. kriT= UP r, 0 p r-, •� ri- + i 771/07 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOTCOMMENCED WITHIN 180 JAYS, QRctF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMIILNCO. `,I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT,ALL P OVI7��.,, 1148 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN O NOTTHE R GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHERrjSTAA—' I R LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. } � hi ,-r r- C. In. F- N SIGNATURE OF 00/REROR AUTHORIZED AGENT ISSUED e rn • — °„a