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Permit File 4114 R Avenue
.- 0 City of Anacortes Invoice/Permit#: BLD-2015-0691 904 6th Street Applied date: 12/29/2015 P.O.Box 547 Issue date: 12/29/2015 < ►'. 't Anacortes, WA 98221-0547 -- * 11 Expire date: 06/26/2017 Job Address: 4114 RAVE Permit Type: Reroof Single Family Residence ANACORTES WA 98221-3643 Project: APN: P57984 P33167 Remarks: Reroof with composition roofing one layer approx 65 squares Owner: HARVEY RICK A Contractor: MT. BAKER ROOFING Address: 2219 31ST ST Address: 3950 HOME RD ANACORTES WA 98221-2609 BELLINGHAM WA 98226-9147 Phone: Phone: (360)733-0191 License#: MTBAKR1055ML General Information: Fees: Building Valuation 26245 Building Permit Fee 411.95 State Building Code Fee 4.50 Total Calculated: 416.45 Deposits/Receipts: 0.00 Total Due: 416.45 • :—} -"•1 -o xi ix' cD -11 "ti i - n . 4i , ., - r, p _r Jl ti r 0 T. iI T'• :D -1 DI 7••• '•�� �L _ Ll TI {Y C> r y� - T "n 0 n :6 D• xi THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAMS, OFt I? CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED;;, HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL P17OVISlfiNy'"j OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR BOT, 11-IL GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER tTATE-4:Mii LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. , J " A'1 {} "h•. G.G. (13* - MGu. �` � 1�` .ry SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUEQ Y .71 •i 0914104-2 0002 05721/300E 002 u Permit Fees 007994 $34.15 Gt 0 ., City of Anacortes Permit#: BLD-2008-0263 904 6th Street Issue date: 05/15/2008 <9iO. Anacortes, WA 98221-0547 P Expire date: 05/15/2009 ` ' ' ` (360) 293-1901 Job Address: 4114 RAVE Permit Type: Mechanical Permit ANACORTES WA 98221-3643 Project: APN: P33167 P57984 Remarks: Install wood stove. Owner: HARVEY RICK A Contractor: HANDYS HEATING Address: 2219 31ST ST Address: 17737 STATE ROUTE 536 ANACORTES WA 98221-2609 MOUNT VERNON WA 98273-8754 Phone: Phone: (360)428-0969 License#: HANDYHI088JW General Information: Fees: #of Other Mechanical Units 1 Mechanical Permit Fees 34.15 Total Calculated: 34.15 Deposits/Receipts: 0.00 Total Due: 34.15 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 0001404- 0002 01,114,12008 002 4 `'iii i T om. 0006632 $50. :0 Engineering and Development Services PO Box 547,Anacortes,WA 98221 Telephone 360.293.1920 Fax 360.293.1938 ' • 1,01 E-mail engineerinq(a�citvofanacortes.orq RIGHT-OF-WAY PERMIT APPLICATION Submit this application with payment at least five days before the work starts. Please complete both sides of this form. (City completes shaded sections.) LOCATION: It 14 NUMBER: a C6-" O5 OWNER INFORMATION CONTRACTOR INFORMATION Name TF lc,,O t- L)f 3 sS Name ca n izF:-oci ;,_—RG C , Address L 1t4 r, , , Address P o Bo)( fc€ City A N r2 re-6 City 63(J;j c State L," Zip c'u L 2-i State v,,t Zip `-i e d,a Telephone Telephone ,L,v - ; 1, - ae L4 7 License Number S TA 6 .- PROJECT INFORMATION Work Includes (check all that apply) Curb Cut ti.,Water ❑ Sewer ❑ Storm ❑ Gas ❑ Sidewalk i.Street Cut ❑ Phone ❑ Power ❑ Cable ❑ Culvert Describe Work: l/mil S 7_1 n1 iA/ .r/=i>y t `I i ei-f Gr r. exiffa- r'e- f. i 4�L�G=! i-I C.D�J�♦ ( ' R��- J f l n'J t-1.1I G.[-- 12-4 !F'i:/e fir " Hor 'E ONi bS•7 e. (9 E, PERMIT TYPE ❑Curb Cut$50 al Street Cut$50 ❑ Inside Traveled Way$50 ❑ Outside Traveled Way$20 SPECIAL RECtUlREMENTS Call 1:800424,55WW two business days-before you dig. 12 2.c° fog_ Air, t4: l t3►© a1 - G�t W c cr S t t 4.-C.S 1 • t<Xt Sty -to ocox l ,1011,s Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of- way must be bonded. The applicant and owner must use warning signs, traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of- way to previous condition. The applicant and owner are liable for damage to public and private property. oi,14- ,^/ f- 7_6'8 City Application Approval Si. nature Date , / Applicant Signature Date I j44t,sti " J s 705 \ — 1 I — J 4105_.. 1.__-__ $ 7 I1} A�039, 1 I V -._. J VJ UNi 9.4 , § 29 - n [tl V % tic55UB , 410a ' -9 \ 1213 ' � • ,,'''' y 4109 _x_ 1„ � e Imo; 2 4110`. , J• p� u `I` ... 4111 ; 1° ,s 702. coNc4618 E to. 27 li 6 j_____!, \ jo\ / �. doe 4113 ~- r— + 1 1m• 4J� • 55.. i 'PO- 12-SIpV 0 wo. Fl]2 -_ _. I 61 zs 1 0 703 I get gt .._. -__..--- �� _ ,,, ��6 I fir.... — 1 - 1`-, ' \li 1 _.. , L/ N 4 15 1 � , 25 , �� 4115 I I 4116 "94s 1 I 27 ;' ' 26 ;y 1`ss- r 1 411 � �,� �� 3+_ _ _ j �W ! — 1W! I 23 ----- !� � q• a SIR iI 4117 1s 3 22 \ 4118 '°. SS STUB-- _.._ A h 1 — ¢ �l 1 K \� 7. ,__ 618h 4120 � ss9 x `j L -: axc INV ss.slue:'-417 708 `rJCi I ,�1 C , 'l.4"oBUiy ar vaia 8�AC- Sy,,,ae. .• \ I I a* CYV YS1 C 4121 I �- 5 'C SIGN 1� A,T 8 i, .I B '2 INV.8.8 LM-Fp{r' J �-, 4122 4123 :I 709 vl 4124 41 e ! 18 511 713� 15 z m' t a 1 ` fit ' Li 2 t7 4 3 I 4 lFinal Inspection Checklist Site Address: G7`/4/ , 4 &r Permit No.: D L-/ ?ao7_ 0%5 G Date Issued: 9/13 ! 07 Zoning: /2 Occ. Group: g 71 Constr. Type: V/ Owners Name: -4),ute-rz 5 Owners Mailing Address: State: Zip: i Variances: No Yes Safety Glass: No Yes Sewer Fee Paid: No Yes Hand Rails: No Yes Sewer Inspected: No Yes Guard Rails: No Yes e/ I I WSEC Compliance: No Yes Traps: No Yes J Attic Access: No CC a4 l�(NYes Wtrod Stove: No Yes r/ Smoke Detectors: No Yes / Water Pressure: No Yes V T&P Drains: No Yes ,/ House Numbers: No Yes Insulation Cert.: No Yes Site Drainage: No Yes v Curb Cut: No Yes ,VA' Crawlspace Insul: No Yes V Bedroom Windows: No Yes V Water Heater Strp: No Yes / Vapor Barrier: No Yes r/ D.W. Air Gap: No Yes iv- Water Meter Box: No Yes ✓ Auto Garage Door: No Yes I Exterior Decks/Landings: No Yes • Outside Caulking: No Yes V Garage/HouseDoor: No Yes V/- Inspected By:51 Crawl Space Access: No Yes i Date: Oa icu Exh. Duct/Dryer Vent Dampers: No Yes IV O t$ no+AJ ntE,e 6 51 VC) INSULATION CERTIFICATE JAN S 2OC A & E Insulation, Inc. 15205 39th Ave NE Marysville,WA 98211 (360)651-1058 SirI OM Contractor-Builder Homeowner's Name-- Iff3 Avg tap ADDRESS Anon_ exide5 CITY STATE ZIP RECORD OF INSTALLATION BLOWING WOOL BATTS AND ROLLS AREA D NEW CONSTRUCTION IF RETROFIT: R-VALUE THICKNESS INSU TED ❑ RETROFIT CEILINGS z I /R IN /I SQ Fr DEPTH OF PREVIOUS (3v 1 0 IN LC,ODSQ Fr NUMBER OF BAGS USED INSULATION IN WALLS 02 r lb— I.. ) ((2A f �IN T(.(1 SQ FT AREA INSULATED ESTIMATED R-VALUE OF SQ FT PREVIOUS INSULATION 2n IN /�SQ FT THICKNESS OF INSULATION TYPE(S)OF PREVIOUS FLOOR 20 ID IN / T�-O3S/ SQ FT INCHES INSULATION IN ATTIC IN SQ Fr R-VALUE OF INSULATION INSULATION CONTRACTOR SIGNATURE DATE 1 HOME BUILDERS SIGNATURE DATE COMPANY PHONE ADDRESS A&E Insulation, Inc. does guarantee that all work performed is free from defective material and is constructed in accordance with sound construction standard, in a workmanlike manner in compliance with all laws currently applicable to the work. In addition, we guarantee to repair or replace any or all of the work and/or material which may prove to be defective in workmanship and/or material: except for ordinary wear and tear and unusual abuse or neglect for a period of one(1)year from Date of Substantial Completion. Public V V orks .. Engineering and bevelopment Services Residential Inspection Address: * AO Date: q — ) -Cog Owner. msetu,t.tat Awwa Contractor: 0-C_ukir)vt5-'ct, Inspected by: `� , M locz kAu 1. Water Meter Box et firm and level to finished grade or backside of sidewalk elevation. ❑--tid-and-bex undamaged. [3—Watermeter and customer shutoff installed. 0--No-debris. sible—no landscape obstruction. iuM ❑ Driveway instalkation has drive-over box and lid. us onier gate valve intact. ea s at connections. 2. Curb and Gu er o cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish. No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is % inch. 0)4_3. Sidewalk ❑ No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ' ❑ ADA compliant—1 percent slope to curb. If road frontage improvements: ❑ , Expansion joints every 15 feet and at driveways. / ❑ Concrete has broom finish t 4. Driveway Approaches AMC, 1-1No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ❑ ADA compliant. r t 6. Streets : : 4Ro cracks, blemishes. If road or alley improvements: . ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt. ❑ Received passing materials testing reports for sub-grade,.ballast, crushed rock, and asphalt. _ . ❑ Received tonnage tickets consistent with required thickness.per approved plans. . 6. Sanitary Sew ns • n card signed off and/or verified in Building Department database. - ' record Wed in the address file. • Sere s)instalied on clean-out(s). lean-out(s) set at finished grade. 7. Storm Drains ns ction card signed off and/or verified in Building Department database. As-built record filed in address file. Fad ot:diverted to adjacent parcel. 8. Public Utiliti rt of Traveled Way oncrete collars around Cityutilities. anal grading ok. estored to prior condition or better. 9. Landscape ,-,Tao i Q 0i�i 10?" 0 , V6 (iri s \e-cT%C— ❑ Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation. ❑ Type and quantity of plants. . ❑ Sod or.seed in place. - ❑ Root barrier(receipt filed). 10. Erosio ont of Measures . Ps removed. ll debris removed. Site dean. A . ❑ Permanent vegetation established. 1 1 Strandberg 4 Nyeste a, \� Desgn Group.LLC. / \ // 27 R '1 ---- --� , Telepnane:360-293-9200 e ---- -- -- 1 26 Facs mke.360-294-8660 Ii i • 1 I ! # # e 24 e / e e 1 ti p 1 - �, i -� :: _ \ LIJ :Yi 21 \ 2 r 2 >ex# \ 13�• `�- Ti'r4 VS I� � � \ 20 A W In TN a go i li il�.�lyffr fef rillr _ e 12t t 1 1111 i ,a r # - i -- - -- ~ -- i . f a i 1 PENSIONS:j4 l!i✓{�N�.. rl. • \a. �. ur -- tl e 9 e ctilt f ti 1 G/ I ISSUE: FUNK wain 411110" raw& - ' - t\l'Arkiraf,yra e !1 A ; e PLAN AREA SUMARY Nil s Hq �`lc l,. ••NM .. -a : S=N`'> — _ , BIALDIN9 AREA MAIN o&SF TOTAL libati \ lli LIVING AREA 1,808 SF I�OB SF III1 \ ' IASAB;". Ali '?eRi�' TOTAL LIVING AREA I,BOB SF I006 SF !Lai' _ - \\ GARAGE ROT 5F 101 SF (��i - _ ‘'�'' PECKS/PATIOS I.9]9 5F 1.929 SF I'�i[ - - \ TOTAL BUILDING AREA 4 44M1 SF 4,444 SF' 10 LOT COVERAGE CALCULATIONS 9 ® TOTAL BUILDING AREA(5F) 4,444 5F etl OVERALL SITE PLAN ��(ACRES) 50OI � SHEET ND ' SITE PLANAll LOT COVERAGE 1% -- - - I ---- •-- FLOOR AREA RATIO 1% so or oa/21/Gl Mb• la 1 X P E i t IPPM11111 IAA � 1Xx O °" -Q } igile i /� i. € €€ t A 1 q0 6 iliufi 4 3p a s€gib 4v O CP ! - 1 ;ii di Pre )1 Rtij 1ll1 zi0"P1hli1i"1ii1Ili1 P d • 0 t el illi<144-q i4 : i , 11 1 biAi ga R 13 LIfi + z i L 0 - _ � �p o a e4 4 F, ; L J 1', 1 it a Iz 0 b i4bw 0 -, -- 1 fir 1 0' . - © rill ,--- "ihR l'il 1 i 8 z \ - a\ er"-, --m----,-- ._,_4t it 1 ihili• WI41 ad \ � � \ , `�� �� t33 a A Sr® ‘t. i Its ®, rnt:to 11111 1 1140 i , '" ®1114 6 ' z gl MI; € gei Id4. ilk /1 ° g 1.- - €i 1 it go 1 t 't As rmD virt 71/1 Q4 ter i : ,a l? _5z CO III III t\ 1 0i . Iti>€pit \ _ �oy ,.tig ,-- t l Y i 1 III hillbii lit , ., N ., , , / N1' r ••• tiN . "<, C. F7 e V �� i e t \ \\ �la'\ W 0 pry Nem 91IIJ ' I ER COW 66S ! 1 UMOWN P. WIT ;hip I cn O ® ® O O> [lid Fr 1 �npq !m WTI Y�i ii a;qi 1 1111121 it{ m O Y r# •e F i ti D 4 3 D v O o otP 111y n 1111111 ih 111111 t Pilli . �Wii R11 n r4n -- _. r NA 'tiJil I.P111111 A r >Iiiti r z IS 11,-,, is —i!� �Z11,fA ci .'� O DZ r =O 1E1m i m �! 1 �! I I �l.i� o II F S iV .■ [f 0 Cp.; iiI I*' , s; ii� IAI ttaa {i}i� {i A � i if! ilil � O �.• F �:� = G ��� O FFAI !Ifl' ! � 1e�baiiei ii�>EEq-q It�, ill it . u H 4n N i i . '11111 grdi aF 1A .L it `4 ! i.14 1 ni iF P • i� tohiJ J `3 ift E:1 i1 I r r i Hai! '� .Fii11 ii ai Iiiiii the the y'i i 1I� �bE 1 iaFIi481A9i t491 ; lia iiiiliii 1N �+'1 i 1 a > CUSTOM RESIDENCE FOR. 3 g W o u, r v - ,Th-, , S. D g DANIELS GUEST HOUSE I�\ q c 6 ,rr L. 3 R N S 4114 'R' AVENUE �' o IV s o i9 ANAGORTES,Ul4 98321 N s < __ p pypyl -s� ( Model 1600 3-9-Wendt - HIP TRUSS MODEL 1600 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 SP S5 :T2 2x6 SP /k1: 110 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Hot chord 2x6 SP 5S Dense :B2 2x6 SP SS: Located anywhere in roof, CAT II. EXP C, wind TC DL=5.0 psf, Webs 2x4 SP #2 :W7 2x8 SP SS: wind BC DL-5.0 psf. SPECIAL LOADS It is the responsibility of the Building Designer and Truss (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) Fabricator to review this drawing prior to cutting lumber to TC - From 112 PLF at 0.00 to 28 PLF at 11.10 verify that all data, including dimensions and loads, conform TC - From 112 PLF at 11.10 to 14 PLF at 22.52 to the architectural plans/specifications and fabricator's BC - From 142 PLF at -3.53 to 133 PLF at 0.00 truss layout. BC - From 21 PLF at 0.00 to 5 PLF at 11.10 BC - From 21 PLF at 11.10 to 5 PLF at 22.52 Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent TC - 222 LB Conc. Load at 11.10 (111 LB Each Face) bottom chord live load applied per ANSI/TPI 1. BC - 754 LB Conc. Load at 11.10 (377 LB Each Face) (A) 1x4 "T" brace. 80% length of web member. Same species & * Provide connection between truss and tension/compression grade or better. Attach with 8d Box or Gun (0.113"x2.5°,min.) rings to resist 3100ff tension and 5500W compression nails @ 6" OC. horizontal reactions. Deflection meets L/360 live and L/240 total load. ** Provide connection between truss and tension/compression rings to resist 5500# tension and 3100// compression Y horizontal reactions. H0714 :el -m -,) Note: Tension/compression rings are to be designed by a registered engineer and furnished by others. T2 In lieu of structural panels or rigid ceiling use purlins 3X6 III I 5-0-5 to brace TC @ 24" OC, BC @ 24" OC. G 5-11-7 Shim all supports to solid bearing. B XBa ** 5.91 r '' 12 1 14 'l�•� H0610 HI • 3X6 i t.. 62 6X12:� 4X8= C H0714 3-9-13 4X8 2 11-9-0 k 2.95 :iwoe ce 3X6 ill 5X8= SHEAR PLATE R=3296 U=850 W=3.563" _I �_' 6-10-4 �- - 4-4-12 = 5-5-15 5-9-4 'I HE-3-6-4 22 6 3 H a PLT TYP. 20 Gauge HS,Wave Design CriCq/RTI1200(1(.$5))/10(0) 1° + - QTY:1 WA/-/1/1/-/R/- Scale =.25"/Ft. Deltec Homes 828-251-4398 ""WARNING`• TRN SSEl REUNITE ESTRUM CARE IN FABRICATION. HANDLING. SKIPPING. INSTALLING AND BRACING. OW w y TC L L 45.0 PSF 69 Bingham Road,Asheville NC 28806 REFER TO DCSI (GmtI1 NG COMPONENT SAFETY INr0RMArIONI, rvou SRES BY Trl (TRUSS PLATE INSTITUTE. 210 L�{-of �` R E F R5 9 1-- 9 9432 g NOR TII LEE STREET. SUITE INS. AL FN AN ER I A. VA. 22314) APO BOCA (N000 TRUSS CO AUR OF AMERICA. GOOD - G / ENTERPRISE LANE. MAOISON, WI 53719i FOR SAFETY PRACTICES PRIOR TO PERFORMING T ESE FUNCTIONS. UNLESS TC DL 10.0 PSF DATE 1 1/28/06 IERN OTII SE INDICATED TOP CHOP)RIGIDu SIIALL E PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORE SHALL HAVE fRa��e. A FRO/RELY ATTAcn[O RID aF1xE. A eP4� it''..‘ Y I' 4>ejlik , BC DL 10.0 PSF DRW HC85R591 06332006 **IMPORTANT** FURNISH A COPY of THIS 0E)ICN TO THE INSTALLATION CONIRA CT OR. ALPINE ENGIHEEPEI t ,II /A PRODUCTS. INC. 0SCE NOT 0E RESPoxsDILL TOR ANY DEVIATION PROM PODS DESIGN; ANY FAILURE TO DUILO TIIE • (l, B C LL 0.0 PSF H C-E NG GWH/GWH a - 10000 IN CONFORMANCE WITH TPI: OR FAORICAORSG. CANDLING. SHIPPING. INSTALLING&ORACINO OF TRUSSES. q 71430 83 (tC RESIGN CONFORMS WIEN APPLICABLE lO/IEGA I5 OF NUS (NATIONAL DESIGN SPEC. Do AEFPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF eo/IB/KOLA (N.Rfss/N) Asm A6S3 GRADE 40/60 (W. OSITRS) GALE. STEEL. APPLY POT REGISTE0.E0 �C4� TOT.LD. 65.0 PSF S E QN - 21990 R E V PLATES To EACH FACE OF TRUSS Ana, UNLESS i ERNISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-I. 4.5 (?� C HY INSPECTION OF PLATES FOLLOWED BY (1) SHALL OE PER AMEX A3 of iP I1-2002 SEC.3 A SEAL ON T1115 S/n MAL EN DDIT.FAT•. 1.15 Alpine Engineered Products Inc. DRAWING INDICATES ACCEPTANCE OF PRDF6SI5NAL ENGINEERING RESPOHSOOILITY SOLELY FOR TIIE TRUSS COMPONENT R 1. S-acramento,Ca 95428 DESIGN SDOWN. IRE SRI TAIG LIrY AND ESE IF THIS COMPONENT FOR ANY BUILDING Is TDE RESTON Sill LI TY Of TBE Renewal v2BlRe BUILDING DESIGNER PER ANSI/TPI I SEC. 2. SPACING SEE ABOVE JREF- 1T2P591_Z02 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( Model 1600 3-9-Wendt - JACK TRUSS ) Top chord 2x6 SP ff1 110 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP df1 anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC Webs 2x4 SP ff2 DL=5.0 psf. SPECIAL LOADS Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.-1.15) bottom chord live load applied per ANSI/TPI 1. TC - From 112 PLF at 0.00 to 56 PLF at 10.94 BC - From 152 PLF at -3.47 to 132 PLF at 0.00 It is the responsibility of the Building Designer and Truss BC - From 21 PLF at 0.00 to 10 PLF at 10.94 Fabricator to review this drawing prior to cutting lumber to verify that all data, including dimensions and loads, conform In lieu of rigid ceiling use purlins to brace BC @ 24" OC. to the architectural plans/specifications and fabricator's truss layout. Deflection meets L/360 live and L/240 total load. Provide ( 2 ) 0.162"x3.5" nails, toe nailed at Top chord. Shim all supports to solid bearing. Provide ( 3 ) 0.162"x3.5" nails, toe nailed at Bot chord. 3 X 4 HI R=111 U=1B0 3X4 3-1-10 6 r- , R-377 U-180 3X8 e- 3X4= f 3-9-2 3 14-10-3 L. 6-5-3 ,L, 4-6-1 --.I E-3-5-10 10-11-4 Over 3 Supports R=1156 U=289 W=3.5" Design Crit: TPI-2002(STD)/IRC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.24.1230.17 OTY:1 WA/-/1/1/-/R/- Scale -.3125"/Ft. Pollee Homes 828-251-4398 `•WARNRNG.• musses REQUIRE EUTREME CARE " RICAT(GN. DANDLING. SR(PPINN. INSTALLING AND GRACING. R E F R 59 1-- 99432 69 Bingham Road,Asheville NC 28806 NITiEI ER CSNEEr10 I LOSEBCOMPOreUvnxun n; INFRRMAT DII. nxSMsnI�S LT S IDu(TRUSSNCLTEF Ion[RIT IR E. 6S " ow W,y� TC LL 45.0 P SF re ISE LANE. MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TIIESE FUNCTIONS UNLESS ELF wASNTNc SE INDICATED TOP CNORR WALL RAVE PxoPrnLT ATTACHES STRUCTURAL PANELS AND BOTTUM CHORD SIMALL IIAYE TC DL 10.0 PSF DATE 11/28/06 RLY ATTACHED RIGID CEILING. ery t "� / BC DL 10.0 PSF DRW HCU8R591 06332004 RTANT•' rum su A Gorr or nns DESIGN TO TNNE INSTALLATION CONTRACTOR ALPINE ENGINEERED S. INC. ANCE NOT BE RESPDNSRELF Ton ANY DEVIATIONFROM rills DESIGN; ANY FAILURE TO BUILD TIM ` N.,./ J+ -(,J BC LL 0.0 PSF HC-ENG GWH/GWH a- - c DC. Oxa RIOT PI; ABRICATING. AT lOO T. x PING INN ALLINGGBRACING OF TRUSSES.CONFORMS Mill APPLICADLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. GY AFEPAI AND TPI. ALPINE ;OR PLATES ARE MADE of UST1B11USA GE,NI551m ASTM AIR] GRADE 45/OS IN. GTII.SA, CALF. STEEL. APPLYgEGSPE9 TOT.LD. 65.0 PSF SEQN- 5091 REV TO EAC11 FACE OF TRUSS AND. UNLESS OTNERNI SE LOCATED ON TI15 LESION. POSITION PER DRAWINGS 160A-Z. ANTINSPECTION OF PLATES FOLLOWED BY 01 SIrLLL BE PER ANNEX A3 OF TRIO-PROS SEC.]. A SEAL ON TRES SS/ONALENc' OUR.FAC. 1.15 FROM D IANE Alpine Engineered Products Inc. DRAWING INDICATES ACCEPTANCE BF RVFE551 ONAL ENGINEERING RESP ONLa1 LI TY SOLELY F TIIE TRUSS COMPONENT acramento,Ca 95i928 DESIGN SIBMN. THE SUITABILITY EN USE Or This COMPONENT FOR ANY DRILLING 1s TOE"RESPONSIBILITY OF TIE LORDING DESIGNER PER nxslTrrl 1 5CC. z Renewal PIP%IG0 SPACING 24.0" JREF- 1T2P 5 9 1_Z02 ( Model 1600 3-9-Wendt - INT TRUSS MODEL 1600 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 SP //1 110 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Bot chord 2x6 SP S5 Located anywhere in roof, CAT II, EXP C, wind TC OL=5.0 psf, Webs 2x4 SP #2 :W6 2x8 SP SS: wind BC OL=5.0 psf. SPECIAL LOADS (A) 1x4 "T" brace. 80% length of web member. Same species & (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) grade or better. Attach with 8d Box or Gun (0.113"x2.5",min.) TC - From 112 PLF at 0.00 to 112 PLF at 11.11 nails @ 6" OC. TC - From 112 PLF at 11.11 to 5 PLF at 22.16 BC - From 132 PLF at -3,47 to 132 PLF at 0.00 It is the responsibility of the Building Designer and Truss BC - From 21 PLF at 0.00 to 5 PLF at 11.11 Fabricator to review this drawing prior to cutting lumber to BC - From 21 PLF at 0.00 to 5 PLF at 22.16 verify that all data, including dimensions and loads, conform to the architectural plans/specifications and fabricator's Deflection meets L/360 live and L/240 total load. truss layout. * Provide connection between truss and tension/compression Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent rings to resist 2600// tension and 4300ff compression bottom chord live load applied per ANSI/TPI 1. horizontal reactions. ** Provide connection between truss and tension/compression rings to resist 4300(k tension and 2600# compression �3N horizontal reactions. H0710 Note: Tension/compression rings are to be designed by a } --- registered engineer and furnished by others. II 14-10-1 0 In lieu of structural panels or rigid ceiling use purlins to brace TC @ 24" OC, BC @ 24" OC. Shim all supports to solid bearing. 3X6 III 5-11-4 5-0-5 ** A 6 r II G i 8X8 0 Ito. -� H0610 III 3X6ssila 5X12 /1 4X8= ' f• J 3 3-9-2 4X8= 11111111111111111111111111rH0710 s 13-9-4 1000000111 X8: SIi EAR I PLATE 5-4-4 I. 3-3-10 ,I. 6-7-5 I 6-7-5 J R=2875 U=750 W=3.5" f= 3-5-10 — 22-1-14 Design Crit: TPI-2002(STD)/IRC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25)/10(0) 1' or OTY:1 WA/-/1/1/-/R/- Scale =.25"/Ft. Dellec Homes 828-251-4398 "*WARn1NG•" TRUSSES nEOInRE EXTREME CARE 1x FABRICATION. RANOLING, SnlFF100. INSTALLING AND BRACING. M�F ,,.I ti� TC REF R5 9 1-- 99432 69 Bingham Road,Asheville NC 28806 REFER TO DCII (DUILII NG caxranENT "'CH IOFOTIAT[N). "BUS"' Dr TNI (IRUSS FLATS "'TITOTE. 219 C`°t Y . 1 C L L 45.0 PSF x anal LEE salEE r, Sul rE ar2. nL EN n xonl A. VA, za la) AND PRIOR twoTF TRUSS ss COUNCIL LIL OF nx rnl u. LET) TC D L 10.0 PSF DATE 1 1/28/06 ISE TARE. MAouON. WI Snl9) FOR SA IA, PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS G. eV �! ISE INm(ATEI TOP ChORD SWILL LAVE PROPERLY AFTACO ED STRUCTURAL PANELS AND BOTTOM CURD 9(ATT HAVEgir /� RLY ATTACKED RIGID CEILING. N ,H Y, „Fit, BC DL 10.0 PSF DRW NCUS8591 06332005 **1 itANT RT *" FUR NISII A COPY Or FILLS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s. Ixc. SWILL NOT BE RESPONS IDLE FOR ANY DEVIAHTION rnoM THIS DESIGN: AN FAILURE TO emlo ICEBC LL 0.0 PSF HC-ENG CR GW a- -IN CONFORMANCE OPTII all: on FABRICATING. MN0UNG. SIPPING. IITTAwAGY6DRACL-G OF TRUSSES. ` 29 1'. / H CONFORMS WIER APPLICABLE PROVISIONS BF NOS (NATIONAL RESIGN SPEC. BY A0SPA) AHD TPl. ALPINEOR PLATES ARE MADE GF 01I.Bn6GA Iw.TISSIFS AsrmA5SS GADE 40160 EN. N51,ss) DALE. STEEL. APPLYF4r� TOT.LD. 65.0 P SF SEON - 21976TO EACR FACE OF TR AND. UNLESS OTHERWISE LOCATED ON li15 DESIGN. POSITION PER DRAWINGS 160A-2. Gpy�R G\C1 ANY INSPECTION or PLATES FOLLOWED OE EIz SNALL DE PER ANNEX AS OF YPL1LS002 SECS. A SEAL ON Tills "/oNALe'N D UR.FAC. 1.15 Alpine Enj!cIneeredProducm Inc. DRAWING IN0ICArEs ACCEPTANCE OF FADE s mFAL ENGINEERING R000 AIIINw rY )OLETY FOR THE TRUSS COMPONENT ncmmenlo,Ca 95Y28 DESIGN 0 1WN. ERE KITANTITY AND USE OF THIS OOKONExT FOR ANY BUILDING IS THE RESPONSIBILITY OF TUE Om LO1NG DESIGNER PER ANSIKPI I SEC. 2. Renewal 2E28r08 SPACING SEE ABOVE JREF- 1T2P591_Z02 Page 1 of 1 Measamer, Don From: Brian Nyeste [brian@sndesigngroup.com] Sent: Wednesday, September 19, 2007 1:12 PM To: Measamer, Don Subject: Daniels Residence Don, I just dropped some revised drawings off with Michelle for the Daniels' residence on 4114 "R"Avenue After the excavation and clearing, we discovered that the house should be relocated in a better location for the view, grade and driveway. Because of this revision, we had to mirror or flip-flop the garage and entry way from the original approved plans. You have (2) full revised sets showing the new house location and the revision to the garage and entry. Please give me a call if you have any questions. Thanks Brian J. Nyeste Design Studio Manager/Partner Strandberg and Nyeste Design Group, LLC. 715 Seafarer's Way. Suite 203 Anacortes, WA 98221 Telephone: 360-293-9200 Facsimile: 360-299-8660 9/19/2007 1 eS6_GBq.N Li3rv35viunin p, ' / - C- na3 IN ._ ! OOL ::� 819 OZ9 v N' ; D Ul W i N OEM c9J£SC alp er. ! 14oO5E li EZIb �---, z /� 'CPI' cy Q ---- __ - '/ /� o,-yy_-- - awsvr iim,o 0 ZdC FArwm Snact- eatss `L 4 .:A v / - OZtb Ir II- .— —�----� - �_ © -N- NG--.O. A SS em8 L/ 6ITb Zz Y na ss m I BTTb 6+ 23 - sr2tcY 22° r ce b � © s` ' lrs ^ y Q *2L°' — G,xG 22° 1 CI i wr ! , • 6.1 e _8(n, . LuG 220 ; - - 7 \ � Ot10(ar qv i y - " , M � r A aSEnli3r 1 0-" . . STTb 9iib tn 142;-,N; 4vc `IS" Si s £ I n s s 9Z �. 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IV , • , • •--, - ...._ 11 . 1 . 1 c-') LO 2.- r. . _ _ ___ ._ -, --- —_ rft, E � • ...11115/* . 11110.111.4r 1 1' * . 10, • 0.111111 rayA. t - ,: • lye , A . . ititi iti .. ip . 1..... . iir. , iii_ _ . .., €.., ,,... . 1.w a ii: y J f t41 e t ti y. 1 • • f • - f _ yam, -t.i! ,4 fKr �'r J1� .....7. i.•- . _ • '9A�1RF+ ;: ... fir s, , x � e -q e y�,l " — A T Ar p r • 4401I/V .. ._ • ' . .-, r-. 1 \ \ Y , l ClC19_ !� _ 1 ._ > — ,n .) ter_ .tom 11114111, 11111. 1111* OS • .___ _ r . . .r .A _ A 0725604-1 0006 09/13/2007 002 4 GS`tX Off, Cit ofAnacortes Permit Fees 006293 $11 ,77a.85 Y Permit#: BLD-2007-0456 • , 904 6th Street Issue date: 09/13/2007 P.O.Box 547 Expire date: 09/12/2008 LIP Go: Anacortes, WA 98221-0547 u -k w" (360) 293-1901 Job Address: 4114 RAVE Permit Type: Single Family Residence Permit ANACORTES WA 98221-3643 Project: APN: P33167 P57984 Remarks: Construct new guest house per approved plans as noted. Owner: MARGUERITE DANIELS Contractor: STRANDBERG CONSTRUCTION Address: 4114 RAVE Address: PO BOX 319 ANACORTES WA 98221-3643 ANACORTES WA 98221-0319 Phone: Phone: (360)293-7431 License#: STRANCIO2OCC General Information: Fees: Occupancy Group it-1 Plan Review Deposit 100.00 Use Zone R1 Building Permit Fee 1,433.00 1st Floor Square Footage 1800 Plan Review Fee 831.45 Garage Square Footage 707 Mechanical Permit Fees 103.90 Deck Square Footage 1929 Plumbing Permit Fee 118.00 Building Valuation 500000 State Building Code Fee 4.50 #BOILERS < 100000 BTU 1 Sewer Inspection Fee 50.00 #of Backflow Devices 1 Storm Drain GFC-Residential 1,126.00 #of Bathtubs 1 Sewer GFC-Residential 6,592.00 #of Clothes Dryers 1 Park Impact Fee 615.00 #of Clothes Washers 1 Traffic Impact Fee 900.00 #of Dishwashers 1 Total Calculated: 11,873.85 #of Gas Fireplace 1 Deposits/Receipts: 100.00 #of Gas Piping 4 #of Gas Water Heaters 1 Total Due: 11,773.85 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 2 #of Showers 1 #of Slop Sinks 1 #of Ventilation Fans 4 #of Water Closets 2 THIS PERMIT OME L AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTIO R WORK I SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED I HEREBY CER I THAT I AVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS F'LAWS A ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE G N IN OF PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR C W ULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. MC Cam? '9' .1> A-lbc\ SIGN RE F WNER OR AUTHORIZED AGENT ISSUED BY 0717e,04-1 0007 06125,12007 002 8 Permit Feer--106293 $100,00 Residential Building Permit Application Building Department P.O. Box 547 Anacortes, WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 • I SITE ADDRESS: 4 111-\ .R.),) 6 ,ctoT,'• Ifkl,ii.',:;:?;:k.::fi,,.1--laiiiii...ecioit."-ititb.-atteila4a0141a0t.:7; :;,'';.:t Name STIf<140 \)13-E ACtfr3 t) -5TR° 0 N\ Address ri OEST RoD City/State/Zip ANA WC< S Phone)-(T3-r11-131 FAX i :"'i 5)(412-D 14—200 — OL/51^e State License# ki\, Q.A `JI(31 PAIX0***Stil City of Anaeortes License 3-31 (-)-7 733039 Name f R41,()E,re-kTE 1)60- e- _ Address Li 1 4 ' IR! ½ .ltZ. City/State/Zip icaE, (kik PROJECTVAISATION • Phone FAX Number of Dwelling Units ( E-Mail Address Number of Stories I Building Area: Atehli40#$$iiikriee'altngilik4iltf:APPReitue ri Floor I 5c cc) s.f. 2"Floor s.f. Name B kit f\U 3rd Floor s.f. Basement s.f. Address Pc (-1`-)cirx. Garage 110 ni s.f. Carport s.f. City/State/Zip .4,A N (1.)0 (Cc rzAc: Deck I(1 0.-C1 s.f. Lot Area--3w 9-3 s.f. Phone (1)11 alOCIAX E-mail Address b c10Jr<CC- .43-1Ade5k9jAct..00 r, cle or\ *ortAter • .1 • - :• - . LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name IT\LOYA\112\1 1A 0 C-26( IN VALUATION PER RCW. Address Name N.1/I(A, City/State/Zip Address Phone 0.913 ri 43 1 FAX City/State/Zip PP i: P iiVij ; 011 E-mail Address Phone No. 9nril CONTINUED ON THE BACK ir f- , /r. 1 3 rj a t 6 a City of Anacortes 2 Second Floor 0717604-1 06/25/2007 BR2 T8 Mon Jun25,2007 04:24PM Trans#7-7 Name: STRANDBERG CONSTRUCTION INC Addr: 4114 R AVE ANACORTES,WA 98221364 7 $100.00 8000 - Permit Fees * Customer #: 006293 * Permit #: BLD-2007-0456 1 ITEM(S): TOTAL: $100.00 Check PAID $100.00 Working together to serve you better. Residential Mechanical Fixtures Fuel Type IN Natural Gas E Electric ❑ Wood 0 Propane Gas ❑ Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater Gas Outlets 4 Gas Fireplace Ventilation Fans Fireplace Insert Stove,Appliance j Other Units —9�yb��-bit v I Range Hood I1\1 it-t0 is CC RG6v Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet Clothes Washer Bathtub i Electric Water Heater Shower J Utility Sink Dishwasher J Hose Bibb '3 Hand Sink Water Piping Kitchen Sink w/Disposal J Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LICENSE. APPLICANT'S SItATURE DATE 4's. Residential Energy Code �s: " (Simple Form) 2003 Washington State Ventilation &Indoor Air Quality Code 2003 Washington State Energy Code This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the WA ST VIAQ and WSEC Codes. After completing this form,please add all relevant information to your construction plans. PART 1 Whole-House Ventilation:select one of the following methods. v1 A. Fresh air will be circulated by theeentra a whole house exhaust fan. A single whole- house exhaust fan,which usually does double duty as a room spot fan,is required and must be controlled by a timer set to operate fan a minimum of 8 hours per day. The CFM capacity of the fan must be measured at 0.25 w.g.and have a maximum sone(noise)rating of 1.5. Fresh air intake ports or ducts are4quired with this option. (WA VIAQ 303.4.1) lV1)1LY3l\1I l — C'k ��Efi�T9N The minimum size of the fan is based on the number of bedrooms and the size of the house. For houses up to 3,000 squa a feet,the following sizes are acceptable: ' 1 or 2 bedrooms—75 CFM 3 bedrooms—90 CFM 4 bedrooms—105 CFM For other options contact the Planning&Permit Center. _B. Fresh air will be circulated by the central forced air furnace system. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air daily. An exhaust fan is not required with this system. (WA VIAQ 303.4.2) C. Fresh air will be supplied by wall or window vent ports in each bedroom,kitchen,living room and other habitable rooms along with a whole-house exhaust fan as described in Option A. (WA VIAQ 303.4.1) D. A heat-recovery ventilation system.(WA VIAQ 303.4.4) PART 2 Insulation and Windows:select one of the following methods. (WSEC Table 6-1) Glazing% U-factor Ceiling Vaulted Walls Floor Slab �1 (2x4 construction) up to 12% 0.35 R-38 R-30 R-15 R-30 R-10 V 2. (2x6 construction) unlimited 0.40 R-38 R-30 R-21 R-30 R-10 If you intend to use 2x4 construction,compute the window glazing percentage of heated floor area to verify that the project falls below the 12%maximum allowed glazing: Total area of windows,skylights and patio doors: sq.ft. -. - Total heated area: sq.ft. Total window area divided by total heated area=glazing % Updated: August24,2004 Page 1 of 2 • INSTALLER"S CHECKLIST 6 mil black polyethylene covers the crawlspace area. R-10 insulation is installed at slab perimeters or beneath full slab if radiant heat is to be installed. Windows of correct U-value are installed. Window vent ports,if they will be used on this job,are installed. Openings around ducts,wires and pipes are sealed with caulk or insulation. Waterlines in unheated areas are insulated. Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. Whole house fan,if required,with a sone rating of 1.5 or less is installed,with timer or dehumidistat. Windows and doorframes are sealed to prevent air infiltration. Exterior doors are weather-stripped. 13-a7fies fo maintainvent openings in ceiling are properly installed. Correct insulation R-value is installed in the floor,walls and ceiling. Insulation is installed behind partitions and in corners;fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. Openings around interior plumbing pipes in exterior walls are sealed. Furnace is the correct size. Interior doors are undercut to allow air movement. Exhaust fans terminate outside the building. Showers and lavatories have 3 gpm flow limiters. Updated: August 25,2004 Page 2 of 2 ' a "` - . CITY OF ANACORTES PERMIT CENTER ' ` 904 6TH Sheet- P.O. Box 547 Anacortes,WA 98221 360-293-1901 Single Family/Multi-Family Permit Checklist for Submittal Plans which do not contain the following minimum information will not be accepted for plan check. I� 1N1 I (° n / Project Address: yr l I 1 1 /� �- y� � p Date of Application: t1`�/ Name of Owner: IC"1/'I�'\p`�Qi0-ER I I bI l�'�I LJ LS Assessors Parcel No.: 33I lei Mailing Address: :NA M _..,,(�'"� ^) I Lot Block: I Addition: I } City/State/Zip: ���f\W per`q \rry�"12 ��U J Description of Work: el U CC R 0 0 SC Daytime Phone No.: (2,0 — 13— ` J I Please place check marks by completed items,and cross out those that do not apply. [ [] Two Full sets of Plans I [] FLOOR FRAMING (Max.size 24x36) - [] Complete Application Form ] [] Fire Resistive Construction where Required [ [] Provide Floor Plan for County ] I] Joist Size,Spacing,Grade&Species [] Headers,Doubled Joists,Blocking,etc. [ [] SITE PLAN(8 r/:x11 or 11x17) 1 11 Floor Sheathing&Underlayment 11 [] Any Conditions That May Impose Heavy Loads [ El Setbacks f [] Insulation to be Installed [ [] North Arrow [i [] Lot Elevations 1 [] ROOF FRAMING [I El Lot Coverage 1 [l Lot Size [. [] Layout of Trusses&Bearing Points,Show Hips, II [] Property Lines(Recorded Survey) Valleys&Ridges&Insulation I] p Easements,Streets,Alleys I 'p Ceiling Joist Size,Spacing,Span Species&Grade ] [] Location of Utilities [] Insulation ] [] Erosion Control,Small Parcel [ [l Ceiling Finish Material Storm Water Plan fl Rafter Size,Spacing,Span,Species&Grade 1 1 [] Location,Size,Etc.,of Beams or Purlins [l FLOOR PLANS ] [] Indicate Scale of Drawing I] Provide Dimensions All Roof Systems ] [] Size/Locations of Doors&Windows I] Attic Ventilation(low&height) [] Label rooms&Spaces it [] Indicate if Attic Will Be Used For Storage ] [] Indicate New Construction From Existing II [l Show Attic Access [] Show Decks,Patios&Landings 11 II Show Smoke Detector Locations Roofing I [] Show Attic Access(s) II [] Sheathing Type&Thickness ] I] Show Mechanical Equipment Locations II n Roofing Type&Weight(provide attachment [] Indicate Bearing Walls schedule if tile or metal) [] Indicate Shear Walls 1 [I Underlayment [] Indicate All Header&Beam Sizes, Species&Grade [] Show All Plumbing Fixtures Including Deck Detail Floor Drains 11 Q Guardrail,Spacing&Height 11 II Joist Size,Spacing&Species 11 Q Types of Connectors,Post to Beam,Joist Hangers Type of Decking Material ' Mechanical Elevations [] Exhaust Fans;CFM&Sone Ratings n Show All Exterior Elevations Including [] Location&Size of Heating Appliances &Proposed Finished Grades from Property Line (j Dryers to Property Line [] Cooking&Other Appliances [] Show a Section Through the Lot at the Driveway [] Range Exhaust Hood (to begin at the street paving or curb) Stair Detail [] Location,Width&Headroom Size of Materials&Species [] Rise&Run [] Handrail Type&Height Energy Code Compliance [] Residential/Non-Residential Energy Code Forms [] Energy Code Construction7 Detlaillsr.,,, (` l C / applicant's Signature: ! W "' -I " `-' v L Date: / J / 7 Leceived By: Date: Jpdated February 7,2005 2 It Commercial _3: - Fire Protection INC. Contractor's Material&Test Certificate for Aboveground Piping A PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by authority having jurisdiction All defects shall be corrected and system left in service before contractor's personnel finally leave the lob PROPERTY NAME DATE Daniels Guest House 371i-OS PROPERTY ADDRESS 4114 R Ave Anacortes, WA � SYSTEM NO AREA PROTECTED - 1 Fr 6 i-'- E�� [Ili SYSTEM 7,,° fff I t s r„_:, I9 ACCEPTED BY APPROVING AUTHORITY'(S)NAMES LI 1 - MA)} q ADDRESS E 1 PLANS I Vint, 1 r A.,-t'-.�. .� ' INSTALLATION EQUIPMENT I� IF NO,EXPLAIN DEVIATIONS �a.��u«op•.,®,may„_r aymua ACCEPTED ED PLANS YES n NO APPROVED YES I J NO ' m HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN GIVEN TO IF NO,EXPLAIN z INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND YES • R ' - CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? NO RIVEN 8Y IF YES,GIVE NAME • m HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND z MAINTENANCE CHARTS AND NFPA 25 BEEN LEFT ON PREMISES? YES IF NO,EXPLAIN NO MAKE MODEL YR OF MANUF ORIFICE SIZE : QUANTITY TEMP RATING w Tyco Coaac Pend LFU 2O06 7/16 `23 160 J Y Z 0- D_ PIPE AND PIPE CONFORMS TOMMTM STANDARD t YES NO IF NO,EXPLAIN • FITTINGS FITTINGS CONFORM TO ASTIVI STANDARD YES NO • ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE i'-Qo� TYPE MAKE MODEL MINUTES SECONDS I I' g z F O IA ) }Po Ife.r 11S R"I a 2 '; \ r c DRY VALVE - ODD z MAKE MODEL SERIAL NO MAKE MODEL SERIAL NO, te su e z TIME TO TRIP WATER PRESSURE AIR PRESSURE TRIP POINT-AIR PRESSURE TIME WATER REACHED ALARM OPERATED PROPERLY yz THRU TEST PIPE TEST OUTLET o cc WITHOUT , kg 000 p WITH ODD IF NO,EXPLAIN - vw OPERATION PNEUMATIC ELECTRIC HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED YES NO IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING cc z DOES VALVE OPERATE FROM THE MANUAL TRIP YES I INO IF NO,EXPLAIN po AND/OR REMOTE CONTROL STATIONS n YES n NO o DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO a MAKE MODEL SUPERVISION LOSS ALARM, VALVE RELEASE? OPERATERELEASE YES ND YES NO MINUTES ,g- SECONDS .nx w FORM IS COMPLETED AND ATTACHED INDICATING ACTUAL TRIP-TIMES F R EACH DETECTOR YES _ NO IF NO,EXPLAIN ,/ , HYDROSTATIC:Hydrostatic c tests should be made at not less than 200 p (138 bars)Ion two hours or 50 psi(34 bars)above static ress e in cess f 150 p (10 ars) two hours DiHerepltal dry-pipe valve Z clappers shall be left open during lest to prevent damage All visible aboveground piping leakage shall be stopped An allowable ak a fl�+[per Inc valy iameter r hour for each metal seated valve F isolating a test section is permitted / p� w6 FLUSHING:Flow the required rate until water is cl¢ar as indicated by no collection of foreign maleual in burlap bags at outlets Cu ntYaM1%W. us flows le :019frGAmTa€frimin)for F c5i 4-inch pipe,800 GPM(3331 Umin)for 6-inch pipe,1560 GPM(5905 Umin)for 0-inch pipe,2440 GPM(9235 Limn)for 10-inch pipe. d 3520 GPM(133 L/mi I for 12-inc . --�,Im supply cannot produce VA stipulated flow rates.obtain maximum available R r im PNEUMATIC:Establish 40 psi(2 7 bars)air pressure and measure drop which shall not exceed 1 1/2 psi(0 1 bars)in 24 hours Test press rg,snks at no al wa er le. :-..e ' ..1 air pressure drop which shall not exceed 1 1/2 psi(0 1 bars)in 24 hours \ ` f e ALL PIPING HYDROSTATICALLY TESTED AT2OO psi DRY PIPING PNEUMATICALLY TESTED I YES I FOR 2 HOURS IF NO,STATE REASON �.._ Irl (, ' l& 27i T 7u li 1 EQUIPMENT OPERATES PROPERLY YES NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE STATIC.yPR/ES�SURE �� \,�' i� • TEST RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE, + ,0 psi i TESTS UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SP--v i- ' • - am VERIFIED BY COPY OF THE UNDERGROUND FORM I YES NO '!l. Deals jls 1 FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING DYES NO' _'4Y u�� ,yq / SIGNATURE OF INDIVIDUAL AUTHORIZING CONNECTION TO UNDERGROUND X DAT ''r' .*-°V IF OTHER,EXPLAIN BLANK NUMBER USED LOCATIONS NUMBER REMOVED I TESTING GASKETS �q' - WELDED PIPING YES u�l NO IF YES, • 1 DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT,I.EAST AWS D109,LEVEL AR-3, YES NO ' WELDING WELDING COMPLIES WITH (IF OTHER THAN AWS D109) I 2 DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS DI09,LEVEL AR-37 YES NO 1 3 DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, — — • THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED, YES NO xrre liFCena NAMEPLATE PROVIDED YES ) NO IF NO,EXPLAIN - ItWeLAlE 1„'``0 REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES PEN `6 hV� r A certificate shall be filled out and signed by both representatives Copies shall be prepared for approving authorities,owners and contractors It is understood that authority having Jurisdiction signature In no way predlces any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or localpdma n es w _ r KK F fl AUTHOR Y H VING JURISDICTION(SIGNED) _ ('1--- s--' �� AVi ild/ f 3- //-65 z TESTS WITNESSED( .FO�YNKL CON ACT R( GNF�) ;ALE DATEre / • COMM R IA FIRED CTION,INC. P.O, BOX 12 MLVernon,WA 98273 i o a ANACORTES FIRE DEPARTMENT 1016 13TH STREET, ANACORTES, WA 98221 (360) 293-1925 VP',10 RICHARD CURTIS, CHIEF FAX (360) 299-1965 qo November 15, 2006 Storage Associates Harrison Millroy, Ltd 4114 R Avenue Anacortes, WA 98221 Re: Security Gates Dear Sir, The fire department discovered today that your residence is protected by a steel security gate and rock wall and fence. I am requesting to meet with you to discuss this situation. These gates create a significant obstruction to our providing fire protection and emergency medical care to your family. At this point we would not be able to provide adequate fire response should you experience a fire at your property. There are some simple solutions available to you. Please contact me ASAP at 360 293- 1925 to help resolve this concern. Res ectfuIly, .. Dan Harju, Fire M hal Anacortes Fire Department Cc: Fire Chief Curtis Ed Frank, Bldg Dept. BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD99-0100 P.O. BOX 547 APPLIED: 03/30/99 ANACORTES, WA 98221 ISSUED: 03/30/99 (206) 293-1901 EXPIRES : 03/30/00 SITE ADDRESS : 4114 R ASSESSOR' S PARCEL NO. : 3805-000-026-0001 PROJECT DESCRIPTION: Misc Remodeling update bathroom fixtures, new drywall and repair windows etc. — OWNER — CONTRACTOR — LENDER STORAGE ASSOCIATES P.O. BOX 7040 OLYMPIA WA 98502 360-357-3388 TYPE OF WORK •ADD AREA (sf) VALU. . . $ : 20000 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft : ? BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : ? : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : ? : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 258.75 MD 03/30/99 9794 STBC $ 4 .50 MD 03/30/99 9794 TOTAL $ 263 .25 I herebyacknowledge that I have read thispermit and state that the above information is correct, and agree to comply with all 9 9 P Y ordinances and laws regulating activities covered by this permit. ( C-c z'r1 Issued by App cant or Owner' s i ature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD99-0099 P.O. BOX 547 APPLIED: 03/30/99 ANACORTES, WA 98221 ISSUED: 03/30/99 (206) 293-1901 EXPIRES : 03/30/00 SITE ADDRESS : 4114 R ASSESSOR' S PARCEL NO. : 3805-000-026-0001 PROJECT DESCRIPTION: Construct storage building. — OWNER — CONTRACTOR — LENDER STORAGE ASSOCIATES NELSON I P.O. BOX 7040 1902 41ST STREET OLYMPIA WA 98502 ANACORTES WA 98221 360-357-3388 293-5600 NELSORC131NE TYPE OF WORK .ADD AREA (sf) VALU. . . $ : 20000 TYPE OF USE -SF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY -434 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft : ? BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : ? : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : 5N : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 258 .75 MD 03/30/99 9794 STBC $ 4 . 50 MD 03/30/99 9794 TOTAL 263 .25 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by �r�c� �� Ap cant or er' s Signature 24 Hour Notice Required For All Inspections bId_prmt, Rev: 06/11/92 GtiTY0 ANACOATES PLANNING & COMMUNITY DEVELOPMENT DEPT. (INCLUDING BUILDING DEPARTMENT) (360) 299-1943 P.O. BOX 547,ANACORTES, WA 98221 (360) 293-1928 FAX 7.At, IAN MUNCE, DIRECTOR `4COR t' July 14, 1998 Donald B. Daniels 1722 Harrison Avenue West Olympia, WA 98502 RE: 4114 "R" Avenue Dear Mr. Daniels: Thank you for your July 13, 1998 letter on the above referenced property. I appreciate the detail that you provided on your proposed business use of your home. Based on established City policy, the level of activity as you describe it in your July 13, 1998 letter is permissible in this zone without securing a Home Occupation Permit. However, if visits by those you do business with or your employee use would exceed that described in your July 13, 1998 letter,you would most likely fall into the Home Occupation category and require a permit for this from the City. I trust that this letter is of assistance to you. Sincerely, CITY OF ANACORTES Ian S. Munce,AICP Director of Planning&Community Development ISM:1l DONALD B. DANIELS INVESTMENTS 1722 Harrison Avenue West AFFILIATES Olympia,Washington 98502 STORAGE ASSOCIATES,INC. (360)357-3388 ON-GUARD® MINI-STORAGE,INC. FAX (360)754-7302 July 13, 1998 Ian Munce Director of Planning Assistant City Attorney P.O. Box 547 Anacortes, WA 98221 Dear Mr. Munce: I have entered into a Purchase and Sale Agreement to purchase an existing home which includes approximately 2.5 acres at 4114 R. Avenue, Anacortes, Washington. It is in the R-1 Residential District. One of the conditions of purchase is that a home occupation that I plan to have within the home would be O.R. Although my wife, Marguerite and I currently live in Olympia, Washington it is our intent to move to Anacortes in the Spring or Summer of 1999. It is my intent at that time to have a one man office within the home for my Investment Real Estate Business. I plan to have a telephone, fax, and on-line computer. It will certainly be less than 25% of the floor area of the home. I would have occasional business visitors and may have a bookkeeper come in 2 or 3 times per week. There is adequate parking on the property to handle occasional visitors. There will be no change in the outside appearance of the home and I plan to have no signage on the city street identifying the business. My Investment Real Estate business requires no equipment or process that creates noise, vibration, glare, fumes, odors, hazardous wastes or any electrical disturbance detectable to normal senses off the property. I would appreciate receiving a letter from you indicating that this type of home business would be O.R. If more information is needed please contact me. Thanking you in advance for your prompt response. S s erely rs, 744 ' •nald B. Daniels 9016 4114 R Avenue Gary Henry 8-9-91 Fred Abelraan VN R3 RM Addition (O-zt ,9t PL6c at 4 ra -9-91 F'_Avrc„r�(�� sTheic tli 0 FOR INSPECTIONS CALL: CITY OF ANACORTES PERMIT 9416 293-1901 BUILDING PERMIT 24 Hrs. Notice Requested Site Address 41 1 4 1 2 Lb i r . , . u NAME(OR NAME OF BUSINESS) PLUMBING Gary Henry MAILING ADDRESS No. TYPE OF FIXTURE OR ITEM FEE 4114 R Avenue CITY TELEPHONE NUMBER I Water Closet $ `.t.P' AnaQUrtes, WA 98821 293-9892 1 Bathtub 2 .oo NAME 1 Lavatory -: . U)r Fred Abe l man Shower ADDRESS Kitchen Sink 1211 B Avenue Dishwasher ▪ CITY TELEPHONE NUMBER Laundry Tray ,_ Anacortes, WA 98221 293 •9444 Clothes Washer NAME Water Heater Fred Ableman Urinal ca ADDRESS Drinking Fountain 1 211 B Avenue Floor Sink or Drain CITY TELEPHONE NUMBER Slop Sink u• Anacortes, WA 98221 293-9444 1 Water Piping .. +)u STATE LICENSE NUMBER CITY LICENSE NUMBER ACQNSC183CP a.Residential 0 Non-Residential PERMIT $ `.`00 0414ew KI Add 0 Alter aRepair TOTAL FEE $ 11 .tit) aBuilding a Plumbing L?'.Mechanical MECHANICAL ❑ Sign 0 Demolition 0 Other Ct GAS 0 OIL 0 ELECT. 0 OTHER Legal Description of Property or 'Pax Account Number No. TYPE OF EQUIPMENT FEE Lot 20 Block 193 of 303`-020-- 19. 000t4 Air Cond. Unit $ Refrigeration Unit— HP Boiler— HP Forced Air System— BTU/KW Describe Work Floor Furnace __ 2nd Story addition over existing Wall Heater singlefamily residence unit Heater Clothes Dryer Occupancy Use Ventilation Fan CJ<Single Family Residence 0 Multi-Family Residence Range Hood ❑ Office 0 Retail 0 Storage 0 Church Air Handling Unit— CFM ❑ Restaurant 0 Other Pre-manufactured Stove or Fireplace NOTICE Gas Piping This permit is issued by the Building Official and,under the provisions of the Uniform Building Code,shall expire by limitation and become null and void if the building or work authorized by such permit is not com- PERMIT $ 15 •r)t., menced within 180 days from the date of permit issuance,or if the building TOTAL FEE $ I f.i .Ov or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. TOTAL FEES VALUATION FEE By affixing my signature, I hereby certify that I am the owner of the Building A a,QUO•UU $ .'01 .C 0 property for which this permit is issued or am an authorized represen- Plan Check 17 Ct .t':h tative of the owner. I I n CI Allprovisions of laws and ordinances governingthis typeof work will Plumbing r• ,,r ng Mechanical 1 .; . J be complied with whether specified herein or not,including routine calls for inspections. Sign gill" Demolition 7(/f{t � Energy Surcharge Signature of Owner or Authorized Agent (Date) State Surcharge a • 'it! Other Street Setback Side Yard Setback Rear Yard Setback TOTAL $ A l'S I . J V Use Zone Occupancy Group Type of Corm. Conditions: Lot Area Vacant Site Dwelling Units ❑Yes ❑No Fire Spnnklen Required No of Stories Bedrooms Occupant Load ❑Yea ❑No Size of Bldg. Plans Checked By: WHEN SIGNED AND DATED BELOW,MIS IS YOUR PERMIT Permission is hereby given to do the above deierd d work.according to the conditions hereon and according to the approved plan and specifications pertaining therto,subject to compliance with the ordinances of the CITY OF ANACORTI . 0Er/09/91 Permit Issued By 1 ,, 1 (� t u, Building Official - (Date) Edwin Fran PERMIT Ni? 941. O880O804-i 0002 01;08/2008 002 4 Peernit Fees 007835 ti301 .5I --LT Y Q - City of Anacortes Permit#: BLD-2008-0012 904 6th Street Issue date: 01/08/2008 .�. P.O.Box 547 Expire date: 01/07/2009 'P �` T'CO Anacortes, WA 98221-0547 '1' Qg' W. (360) 293-1901 Job Address: 4114 RAVE Permit Type: Fire Sprinkler Permit ANACORTES WA 98221-3643 Project: APN: P33167 P57984 Remarks: Install sprinkler system and pump Owner: MARGUERITE DANIELS Contractor: COMMERCIAL FIRE PROTECTION INC Address: 4114 RAVE Address: PO BOX 128 ANACORTES WA 98221-3643 MOUNT VERNON WA 98273-0128 Phone: Phone: (360)848-9093 License#: COMMEFP132MM General Information: Fees: Building Valuation 12866 Building Permit Fee 180.00 li State Building Code Fee 4.50 Plan Review Fee 117.00 Total Calculated: 301.50 Deposits/Receipts: 0.00 Total Due: 301.50 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF I CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LO - GULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. dr lea._ -,e-ler.rmor I S—d!1-13 reamT-r-�a- J - Y AGENT ISSUED BY DANIELS GUEST HOUSE - 2 HEAD Fire Sprinkler Reports for I ._{, ` Fto{ �,.si'i." Jb Lx?' `za'"s':e*u..: di�-,"ti,${�'"F: vfi atifi;:y'. ; r..£'ii't:::.F13:41'el2; �•'') t Gu S}�� ":,;;;.q.r :,){t"�r+e3X.�aVN:':. ;It t—:;:::e; rats, r 5 +,: 4: ;;-'i' r rr;3 .> ; r,�'" ... . : . '; "�: "x?J4�;.:�... "�w"Rpm '.9�.ypya`•k�Y'..�+v"s5't,'A4f,°-':<ri;.1':�!., �. t:.t: !:: nb,':4::: :(..'.Na,Y'r 411 W'�0Y'{�}+y$y9010Wrj.`��]� �x}ir aR Y:' �'. .. red !: > v', y h 4-,,,PIN "i. , Y$' 4:;;'T ash . x :.... ... : : , r :I-Eil1YtA c ��RIGS %TY OF if. AppRove il 'OURES3 a/---"" „, �. ...,",. ,'r' PFFovr:D Bv' p s .__ S-PSiCz:1.. r iIOR. °V �H.. L .,S . "k tELE�F I iSPE EIS NOT t€+lGLUu I O cop y "` _ Prepared By: In __ J Huff '�� Commercial Fire Protection eta"erta cae e. ,o ➢i c PO Box 128 17199 Bennett Rd ,� „� _. �'° Mount Vernon,WA 98273 Wcfivd:;igt.cn o i � 3tr 360-848-9093 -�.. December 19,2007 11,y ~�n Y�yet t FIRE-Fire Sprinkler,Hydraulics Calculation Program, - ti , - : Development, Elite°SOftware Development. f3anielsGuest�Houee�-2:Head Bryan,7X 77806 - Pa e 2 General Project Data Report GeneralDa a: ,:; h:.,:; :, w a. Project Title: Daniels Guest House-2 Head Project File Name: Daniels 2.fiw Designed By: J Huff Date: December 19, 2007 Code Reference: NFPA 13D Approving Agency: Anacortes Fire Marshall Client Name: Daniel's Guest House Phone: Address: 4114 R Avenue City, State Zip Code: Anacortes, WA 98221 Company Name: Commercial Fire Protection Representative: Roger Sigmen Company Address: PO Box 128 17199 Bennett Rd City And State: Mount Vernon, WA 98273 Phone: 360-848-9093 Building Name: Daniel's Guest House Building Owner: Daniels Contact at Building: Phone at Building: Address Of Building: 4114 R Avenue City, State Zip Code: Anacortes, WA 98221 Description Of Hazard: Light Hazard Sprinkler System Type: Design Area Of Water Application: 320 ft2 Maximum Area Per Sprinkler: 256 ft2 Default Sprinkler K-Factor: 4.90 K Default Pipe Material: BLAZEMASTER CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm I Sprinkler Specifications Make: Central Model: LF-II Concealed Pendent Size: 1/2" Temperature Rating: 160 F pp y Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 88.90 psi Test Flow Rate: 53.50 gpm Test Residual Pressure: 39.02 psi Calculated System Flow Rate: 28.00 gpm Calculated Inflow Residual Pressure: 25.71 psi Available Inflow Residual Pressure: 73.84 psi Calculation,::Project:Data E,', • ', Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 7 Number Of Active Pipes: 7 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 FIRE-Fire Sprinkler.Hydraulics Calculation Program ,:, t Elite Software Development,Inc. Elite Software Development';;;' ''l _ Daniels Guest House-2 Head Bryan,TX77806 .. . .. ,... . . _ - Page3' Fire Sprinkler Input Data Pipe Input:Data': Nominal Nominal Fitting Total CFactor Beg. End, Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 104 1 PEX 1.000 0 E 10.58 3.00 13.58 150 103 2 PEX 1.000 0 0.67 0.00 0.67 150 100 101 SCHED 40 WET STEEL 1.500 0 2ET2GC 8.58 36.00 44.58 120 101 102 BLAZEMASTER CPVC 1.500 0 6ET 39.67 62.00 101.67 150 102 103 PEX 1.000 0 T 52.25 5.00 57.25 150 102 104 PEX 1.000 0 T 43.33 5.00 48.33 150 I 103 104 PEX 1.000 0 T 4.50 5.00 9.50 150 FIRE-Fire Sprinkler Hydraulics Calculation Program c • Elite Software Development,Inc. Elite Software Development -Daniels Guest House.-.2 Head Page 4 Fire Sprinkler Output Data Overall.Ripe:Output Data::; :"" .::, : ;. :.: ; Nom. Dia. F. L./ft Pipe-Len. PF- si Beg. Nodal Spk/Hose Residual Q (gpm) (p ) Elevation Inside Dia. (psi/ft) Fit-Len. End. KFactor (feet) Discharge Pressure C-Value Velocity Fittings Tot-Len. PE-(psi) Node (K) (gpm) (psi) (fps) Type-Grp (ft) PV-(psi) 100 0.00 0.50 0.00 25.71 1.50 28.00 0.03012 8.58 1.343 101 0.00 9.10 0.00 20.64 1.610 4.41 2ET2G2C 36.00 3.724 SCHED 40 WET STEEL 120 0 44.58 0.131 101 0.00 9.10 0.00 20.64 1.50 28.00 0.02067 39.67 2.101 102 0.00 16.20 0.00 15.47 1.598 4.48 6ET 62.00 3.074 BLAZEMASTER CPVC 150 0 101.67 0.135 102 0.00 16.20 0.00 15.47 1.00 13.37 0.10580 52.25 6.057 103 0.00 16.20 0.00 9.41 0.863 7.33 T 5.00 0.000 PEX 150 0 57.25 0.362 102 0.00 16.20 0.00 15.47 1.00 14.62 0.12486 43.33 6.035 104 0.00 16.20 0.00 9.43 0.863 8.02 T 5.00 0.000 PEX 150 0 48.33 0.433 103 0.00 16.20 0.00 9.41 1.00 15.09 0.13233 0.67 0.089 2 4.90 15.60 15.17 9.58 0.863 8.28 0.00 -0.260 PEX 150 0 0.67 0.461 104 0.00 16.20 0.00 9.43 1.00 12.94 0.09954 10.58 1.352 1 4.90 18.70 12.96 7.00 0.863 7.10 E 3.00 1.083 PEX 150 0 13.58 0.339 103 0.00 16.20 0.00 9.41 1.00 1.71 0.00236 4.50 0.022 104 0.00 16.20 0.00 9.43 0.863 0.94 T 5.00 0.000 PEX 150 0 9.50 0.006 FIRE-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc: Elite Software Development .Daniels Guest House-2 Head g,isis,ti Page 5 Fire Sprinkler Output Data Qverall S,prinkle.►;Output.Data;,,',' Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Code KFactor(K) Elevation Pressure (ftz) Density Discharge Node No. (feet) (psi) (gpm/ft2) (9P ) 1 4.90 18.70 7.00 256.00 0.051 12.96 Sub Totals For Non-Group 256.00 0.051 12.96 2 4.90 15.60 9.58 256.00 0.059 15.17 Sub Totals For Non-Group 256.00 0.059 15.17 Totals For All Groups 512.00 0.055 28.13 II FIRE-Fife.Sprinkler Hydraulics Calculation Program ..: ;t ' ,. Ch., ., Elite Software Development,Inc. Elite Software Development ": Daniels". `,! ._ : . Guest House-2 Head Page 6 Fire Sprinkler Output Summary Hydraulically Mast.Demandi'ng:Sprinkler.Node" ' HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 12.96 gpm Sprinkl.g.r:Summary : :, Sprinkler System Type: I Specified Area Of Application: 320.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.088 gpm/ft2 Application Average Area Per Sprinkler: 160.00 ft2 Sprinkler Flow: 28.13 gpm Average Sprinkler Flow: 14.07 gpm Flow Velocity-And I anc mbale;:'Sum mary ., . :, Maximum Flow Velocity( In Pipe 2- 103) 8.28 ft/sec Maximum Velocity Pressure ( In Pipe 2- 103) 0.46 psi Allowable Maximum Nodal Pressure Imbalance: 0.1000 psi Actual Maximum Nodal Pressure Imbalance: 0.0919 psi Actual Average Nodal Pressure Imbalance: 0.0354 psi Actual Maximum Nodal Flow Imbalance: 0.0801 gpm Actual Average Nodal Flow Imbalance: 0.0172 gpm Overall_NetworkSumma. "ry. . Number Of Unique Pipe Sections: 7 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 8.42 gal Sprinkler Flow: 28.13 gpm Non-Sprinkler Flow: 0.00 gpm Total System Demand Flow: 28.13 gpm Minimum Required Residual Pressure At System Inflow 25.71 psi Node: Demand Flow At System Inflow Node: 28.00 gpm FIRE-Fire Sprinkler Hydraulics¢alculatlon`Program Elite Software Development,Inc. Elite Software Development , - .. Daniels Guest'House-2 Head Bryan,TX 77806 Page 7 Fire Sprinkler Output Data Hydrauft Supply/Demand Grapes 100 90 " 80 N 70 n I 60 50 9 40 30 • 20 i 0 1 0 0 0.1 0.2 0.3 04 0.5 0.6 0.7 0.8 0.9 1 Flowrate(x100) gpm Adjusted Hydrant Data Static Pressure: 88.9 psi Test Residual Pressure: 39.02 psi Test Flow Rate: 53.5 gpm Demand Point Data Calculated Residual Pressure: 25.71 psi Calculated Flow Rate: 28.00 gpm Excess Available Inflow Residual Pressure: 48.13 psi lei Hydraulic Calculations Piping Diagram 7" (I04) • !+ (I03) • 0 0 102 • CV 1 ' 1(1: Pipe 0 Nodes 101 Sprinkler Nodes • r • r � System Riser •• 100 Page 8 ES-A-2000B Series 2000B A E S . FIRE&WATERWORKS Double Check Valve Assemblies Sizes: 1/2" —2" (15—60mm) "ems.;;» ,y Features s 'y • Ease of maintenance with only one cover 2"2000B HC • Top entry (50mm) • Replaceable seats and seat discs -;^ • Modular construction • Compact design '2. • • 1/2"—2° (15—50mm)Cast bronze body construction • Top mounted ball valve test cocks 3/a"2000B (20mm) • Low pressure drop • No special tools required Series 2000B Double Check Valve Assemblies shall be installed at referenced cross-con- • '/"—1" (15—25 mm) have nections to prevent the backflow of polluted water into the potable water supply.Only tee handles those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation,frequency of Available Models testing or other installation requirements. Suffix: These valves meet the requirements of ASSE Std. 1015 and AWWA Std.C510 and are B Quarter turn ball valves approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. LBV- less ball valves LH - locking handle ball valves(open Specifications position) A Double Check Valve Assembly shall be installed at each noted location.The assembly SH - stainless steel ball valve handles shall consist of two positive seating check modules with captured springs and rubber seat HC- 21" inlet/outlet fire hydrant fitting discs.The check module seats and seat discs shall be replaceable.Service of all internal (2"valve) components shall be through a single access cover secured with stainless steel bolts.The assembly shall also include two resilient seated isolation valves and four top mounted,re- Prefix: silient seated test cocks.The assembly shall meet the requirements of ASSE Std. 1015 U - union connections and AWWA Std.C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California.Assembly shall be an Ames Company Series 2000B. Pressure — Temperature Approvals )1 OVaIS Temperature Range: 33°F—140°F l l (5°C—60°C) ��psst&e. Maximum Working Pressure: 175psi ® 004. C `US (12.06 bar) c us 1015 B64.5 3/4"-2" (LBV Models Only) Standards Approved by the Foundation for Cross-Connection Control and Hydraulic Research at AWWA Std. C510, IAPMO PS31 the University of Southern California. LBV models not listed. Horizontal and vertical "flow up" approval on all sizes. Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Ames product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service.Ames reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Ji iI Dimensions - Weights 4 A > ILA F tHi -Ilk-I Suffix HC - Fire Hydrant Fittings dimension "A"=231/2"(594mm) 'E G--.).- SIZE(ON) Fk DIMENSIONS WEIGHT A B C F G H I in. mm in. mm in mm in mm in. mm in. mm in mm in. mm lbs. kgs Y 15 10 254 4% 117 21/46 62 5 127 3% 85 25%6 59 21/46 52 4.5 2 1/4 20 111/2 282 4 102 316 79 6%6 157 31/4e 87 216 54 15/is 33 5 2.3 1 25 131/4 337 5% 130 4 102 7'% 191 3% 85 111A6 43 111/2e 43 12 5.4 114 32 16% 416 5 127 3s/16 84 9% 241 5 127 3 76 2 50 15 6.8 11/2 40 16% 425 4% 124 3/ 89 9% 248 516/6 148 31/2 79 211/46 68 15.86 7.2 2 50 19% 495 61/2 159 4 102 13% 340 6% 156 31/46 87 2'/6 68 25.75 11.7 Strainer sold separately Capacities kPa psi " 11/4" (32mm) As compiled from documented Foundation for Cross-Connection Control 96 14 and Hydraulic Research at the University of Southern California lab tests. 0 83 12 `Typical maximum system flow rate(7.5 feet/sec.,2.3 meters/sec.) 0 69 10 _ 55 8 kPa psi 1/2" (15mm) 0 41 6 m 83 12 * v 28 4 - _ • 69 10 a 14 2 o 55 8 0 0 • 41 6 ....'..- AP 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm e 28 40 38 76 114 152 190 228 266 304 342 380 418 456 Ipm D.• 14 2 0 0 5 7.5 10 15 fps - 0 2 4 6 8 10 12 gpm 1.5 2.3 3.0 4.6 mps AP 0 7.6 15.2 22.8 30A 38 45.61pm Flow Rate 5 7.5 10 fps 1.5 2.3 3.0 mPs kPa psi 11/2"(40mm) Flow Rate 83 12 kPa Psi a/a" (20mm) y 69 8 * 0 55 8 en 152 22 0 ...............................0,0 124 18 en y 41 6 _1ai 28 4 96 14 14 2 I N N 69 70 W a Apo 10 20 30 40 50 60 70 60 90 100 110 120 gpm a 41 6 �+ ' ' 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 14 2 r 5 7.5 10 15 fps 0 5 10 15 20 25 30 35 40 45 50 gpm 1.5 2.3 3.0 4.6 mps AP 0 19 38 57 76 95 114 133 152 171 1901pm Flow Rate 7.5 15 fps 2.3 4.6 mps kPa psi 2" (50mm) Flow Rate 0 83 12 kPa psi II p 69 10 y no is * 1 (25mm) 55 8 o 83 12 qi 6 e 69 10 H 28 4 5 55 8 aD. • 41 6 E 14 2 - 228 4 0 0 0 25 50 75 100 125 150 175 200 gpm b 14 2 AP 0 95 190 285 380 475 570 665 760 1pm 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 5 7.5 10 15 fps AP 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 1.5 2.3 3.0 4.6 mps 5 7.5 10 15 fps Flow Rate 1.5 2.3 3.0 4.6 mps Flow Rate IMPORTANT:Inquire with governing authorities for local installation requirements. A WI E S • 9001 FIRE&WATERWORKS A Division of Watts Regulator Company www.amesfirewater.com CERTIFIED 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 it ES-A-2000B 0521 ©Ames Co.2005 DANIELS GUEST HOUSE - 1 HEAD Fire Sprinkler Reports for . '.� : . :n f'.::'�n tr".by,v�. ,1. ,i '!t�?5. : tXr 'f 14 .---1; ',gv><0 ° r Prepared :otecton CommercialFire � � , PO Box 128 17199 Bennett Rd ` :'; 1 Mount Vernon,WA 98273 m fir_ ; ,�y �''rp,® g 360-848-9093 December 19,2007 FIRE-Fire Sprinkler Hydraulics Catculatlon Proeram; - Elite Software Development,Inc. Elite.SoftwargD'evelopinerit„t 1 • =.r ' ' jr �' baniets G4estHouse=1 Head General Project Data Report General Data :;; : ` °.,:::;::: ": : Project Title: Daniels Guest House- 1 Head Project File Name: Daniels 1.fiw Designed By: J Huff Date: December 19, 2007 Code Reference: NFPA 13D Approving Agency: Anacortes Fire Marshall Client Name: Daniel's Guest House Phone: Address: 4114 R Avenue City, State Zip Code: Anacortes, WA 98221 Company Name: Commercial Fire Protection Representative: Roger Sigmen Company Address: PO Box 128 17199 Bennett Rd City And State: Mount Vernon, WA 98273 Phone: 360-848-9093 Building Name: Daniel's Guest House Building Owner: Daniels Contact at Building: Phone at Building: Address Of Building: 4114 R Avenue City, State Zip Code: Anacortes, WA 98221 Project Oat ;. °::::::::: :.. . Description Of Hazard: Light Hazard Sprinkler System Type: Design Area Of Water Application: 150 ft2 Maximum Area Per Sprinkler: 256 ft2 Default Sprinkler K-Factor: 4.90 K Default Pipe Material: BLAZEMASTER CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Central Model: LF-II Concealed Pendent Size: 1/2" Temperature Rating: 160 F Water_$lupply Test. Data; Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 88.90 psi Test Flow Rate: 53.50 gpm Test Residual Pressure: 39.02 psi Calculated System Flow Rate: 12.79 gpm Calculated Inflow Residual Pressure: 18.55 psi Available Inflow Residual Pressure: 85.37 psi Calaufation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 6 Number Of Active Pipes: 6 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 FIRE Fire SprinklerHydraulics CalculatloriProgram - fr, n,,;, Elite Software Development,Inc. Elite Software Development. .', a. " :� .Daniels Guest House-Y.Head Bryan,TX 77806' .. r :., Page 3 Fire Sprinkler Input Data Pipe Input Data.:....}.` .:, ::: ,:,:..,.. . Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 104 1 PEX 1.000 0 E 10.58 3.00 13.58 150 100 101 SCHED 40 WET STEEL 1.500 0 2ET2GC 8.58 36.00 44.58 120 101 102 BLAZEMASTER CPVC 1.500 0 6ET 39.67 62.00 101.67 150 102 103 PEX 1.000 0 T 52.25 5.00 57.25 150 102 104 PEX 1.000 0 T 43.33 5.00 48.33 150 103 104 PEX 1.000 0 T 4.50 5.00 9.50 150 I FIRE-Fire Sprinkler Hydraulics Caiaulatlon Program.. �: Elite Software Development,Inc. Elite Software Development '' - -- - _ Daniels Guest House-1 Head Bryan,TX 17606 .. - .. - . Page 4 Fire Sprinkler Output Data Overall. Ripe-Output'Data: Nom. Dia. F. L./ft Pipe-Len. si Beg. Nodal Spk/Hose Residual Q (gpm) PF (P ) Elevation Inside Dia. (psi/ft) Fit-Len. - i End. KFactor Discharge Pressure C-Value Velocity Fittings Tot-Len. PE (ps) I Node (K) (feet) (gpm) (psi) (fps) Type-Grp (ft) PV-(psi) I 100 0.00 0.50 0.00 18.55 1.50 12.79 0.00707 8.58 0.315 101 0.00 9.10 0.00 14.51 1.610 2.02 2ET2G2C 36.00 3.724 SCHED 40 WET STEEL 120 0 44.58 0.027 101 0.00 9.10 0.00 14.51 1.50 12.79 0.00485 39.67 0.493 I 102 0.00 16.20 0.00 10.94 1.598 2.05 6ET 62.00 3.074 BLAZEMASTER CPVC 150 0 101.67 0.028 102 0.00 16.20 0.00 10.94 1.00 5.83 0.02280 52.25 1.305 103 0.00 16.20 0.00 9.64 0.863 3.20 T 5.00 0.000 PEX 150 0 57.25 0.069 102 0.00 16.20 0.00 10.94 1.00 6.95 0.03150 43.33 1.522 104 0.00 16.20 0.00 9.42 0.863 3.81 T 5.00 0.000 PEX 150 0 48.33 0.098 103 0.00 16.20 0.00 9.64 1.00 5.84 0.02285 4.50 0.217 104 0.00 16.20 0.00 9.42 0.863 3.20 T 5.00 0.000 PEX 150 0 9.50 0.069 104 0.00 16.20 0.00 9.42 1.00 12.85 0.09836 10.58 1.336 1 4.90 18.70 12.96 7.00 0.863 7.05 E 3.00 1.083 PEX 150 0 13.58 0.334 ICI FIRE=Fire Sprinkler,Hydraulics Calculation Program. ;, Elite Software Development,Inc. Elite Software Development '„ '' Daniels Guest House-I Head Bryan,TX 77806' J Page 5 Fire Sprinkler Output Data Overall Sprinkler Output Data . Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure z Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 4.90 18.70 7.00 256.00 0.051 12.96 Sub Totals For Non-Group 256.00 0.051 12.96 Totals For All Groups 256.00 0.051 12.96 II FIRE-Fire Sprinkler Hydraulics Calculation Program ; - „: 'K:; Elite Software Development,Inc. Elite Software Development;'_ - Daniels Guest House-1 Head P Page 6_ Fire Sprinkler Output Summary HydraulicallyMast r_beniandi g'Sprinkler Node:,. , HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 12.96 gpm S`prinkler,Sutrimary`. Sprinkler System Type: Specified Area Of Application: 150.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.086 gpm/ft2 Application Average Area Per Sprinkler: 150.00 ft2 Sprinkler Flow: 12.96 gpm 1 Average Sprinkler Flow: 12.96 gpm Flow,Velacity And IrnbalanceTSummary, Maximum Flow Velocity( In Pipe 1 - 104) 7.05 ft/sec Maximum Velocity Pressure ( In Pipe 1 - 104 ) 0.33 psi Allowable Maximum Nodal Pressure Imbalance: 0.1000 psi Actual Maximum Nodal Pressure Imbalance: 0.0827 psi Actual Average Nodal Pressure Imbalance: 0.0446 psi Actual Maximum Nodal Flow Imbalance: 0.0683 gpm Actual Average Nodal Flow Imbalance: 0.0152 gpm bverah;Network:Sumrnary Number Of Unique Pipe Sections: 6 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 8.40 gal Sprinkler Flow: 12.96 gpm Non-Sprinkler Flow: 0.00 gpm Total System Demand Flow: 12.96 gpm Minimum Required Residual Pressure At System Inflow 18.55 psi Node: Demand Flow At System Inflow Node: 12.79 gpm 1 FIRE=Fire:Sprinkler Hydraulics Calculation Program ';, • Elite Software Development,Inc. Elite Software Development .. - ' - " Daniels Guest House-1 Head Bryan,7X'77806 - Pagel Fire Sprinkler Output Data Hydraulic Supply/Demana;Graph. 100 90 80 N 70 a 60 50 0 40 9 30 20 r 101� 0 0 01 0.2 03 0.4 0.5 0.6 0.7 OS 0.9 Flowrate(x100) gpm Adjusted Hydrant Data Static Pressure: 88.9 psi Test Residual Pressure: 39.02 psi Test Flow Rate: 53.5 gpm Demand Point Data Calculated Residual Pressure: 18.55 psi Calculated Flow Rate: 12.79 gpm Excess Available Inflow Residual Pressure: 66.82 psi Hydraulic Calculations Piping Diagram 1 104 • ,. 103 • O z „ • CV 112 0 Pipe Nodes OSprinkler Nodes 101 N 12 N • System Riser a 100 Page 8 I _ tqco Fire & Building Products ft rapid response HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800)381-9312/Fax: (800)791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.9 K-factor pressures,enabling smaller pipe sizes General and water supply requirements. Description The Series LFII (TY3596) has been designed with heat sensitivity and The Series LFII (TY3596) Residential water distribution characteristics .. Concealed Pendent Sprinklers are proven to help in the control of residen- 4, decorative, fast response, fusible sol- tial fires and to improve the chance for :_, '',-,, occupants to escape or be evacuated. ._: der sprinklers designed for use in resi- p p •� ••.µ •_ dential occupancies such as homes, The Series LFII (TY3596) Residential apartments, dormitories, and hotels. Concealed Pendent Sprinklers are The cover plate assembly conceals shipped with a Disposable Protective the sprinkler operating components Cap.The Protective Cap is temporarily above the ceiling.The flat profile of the removed for installation, and then it cover plate provides the optimum aes- can be replaced to help protect the thetically appealing sprinkler design. sprinkler while the ceiling is being in- In addition, the concealed design of stalled or finished. The tip of the Pro- the Series LFII (TY3596) provides 1/2 tective Cap can also be used to mark inch (12,7 mm) vertical adjustment. the center of the ceiling hole into plas- This adjustment reduces the accuracy ter board, ceiling tiles, etc. by gently to which the fixed pipe drops to the pushing the ceiling product against the Technical sprinklers must be cut to help assure Protective Cap. When the ceiling in- a perfect fit installation. stallation is complete the Protective Data Cap is removed and the Cover Plate The Series LFII are to be used in wet Assembly installed. Approvals: pipe residential sprinkler systems for UL and C-UL Listed. one-and two-family dwellings and mo- WARNINGS Maximum Working Pressure: bile homes per NFPA 13D; wet pipe The Series LFII (TY3596) Residential Ma Ma psi (12,1 bar) residential sprinkler systems for resi- Concealed Pendent Sprinklers de- dential occupancies up to and includ- scribed herein must be installed and Discharge Coefficient: ing four stories in height per NFPA maintained in compliance with this K=4.9 GPM/psi1/2 (70,6 LPM/bar112) 13R;or, wet pipe sprinkler systems for document, as well as with the applica the residentialportions of anyoccu- Temperature Rating: ble standards of the National Fire Pro- 160°F/71°C Sprinkler with pancy per NFPA 13. tection Association, in addition to the 135°F/57°C Cover Plate The Series LFII (TY3596) has a 4.9 standards of any other authorities hav- (60,5) K-factor that provides the re- ing jurisdiction. Failure to do so may Vertical Adjustment: quired residential flow rates at reduced impair the performance of these de- 1/2 inch (12,7 mm) vices. Finishes: The owner is responsible for maintain- Cover Plate: ing their fire protection system and de- Flat White, Bright White, Chrome, or IMPORTANT vices in proper operating condition. Custom Always refer to Technical Data The installing contractor or sprinkler Sheet TFP700 for the "INSTALLER manufacturer should be contacted Physical Characteristics: WARNING" that provides cautions with any questions. Body Brass with respect to handling and instal- Cap Bronze Saddle Brass lation f sprin leystems and com- Sprinkler/Model Sealing Assembly ponents. Improperer handling and in Beryllium Nickel w/Teflont stallation can permanently damage Identification Soldered Link Halves Nickel a sprinkler system or its compo- Lever Bronze nents and cause the sprinkler to fail Number Compression Screw Brass to operate in a fire situation or cause Deflector Copper or Brass it to operate prematurely. SIN TY3596 Guide Pin Housing Bronze Page 1 of 4 JANUARY, 2006 TFP442 Page 2 of 4 TFP442 or Minimum Flow(b)and Maximum Maximum Residual Pressure Coverage Spacing For Horizontal Ceiling Area(a) Ft. (Max.2 Inch Rise Ft.x Ft. (m) for 12 Inch Run) (m x m) 160°F171°C Sprinkler 12 x 12 12 13 GPM(49,2 LPM) (3,7 x 3,7) (3,7) 7.0 psi(0,48 bar) 14 x 14 14 13 GPM(53,0 LPM) (4,3 x 4,3) (4,3) 7.0 psi(0,48 bar) 16 x 16 16 13 GPM(60,6 LPM) (4,9 x 4,9) (4,9) 7.0 psi(0,48 bar) 18 x 18 18 17 GPM(64,3 LPM) (5,5 x 5,5) (5,5) 12.0 psi(0,83 bar) 20 x 20 20 20 GPM(75,7 LPM) (6,1 x6,1) (6,1) 16.7 psi(1,15 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. k TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY3596)RESIDENTIAL CONCEALED PENDENT SPRINKLER Guide Pins Stainless Steel NOTE coverage areas being protected by Support Cup Steel When conditions exist that are outside the four sprinklers. Cover Plate Copper the scope of the provided criteria,refer Obstruction To Water Distribution. Retainer Brass to the Residential Sprinkler Design Locations of sprinklers are to be in Cover Plate Ejection Spring Guide TFP490 for the manufacturer's accordance with the obstruction rules Stainless Steel recommendations that may be accept- of NFPA 13 for residential sprinklers. able to the Authority Having Jurisdic- tDuPont Registered Trademark tion. Operational Sensitivity. The sprin- System Type. Only wet pipe systems klers are to be installed relative to the may be utilized. ceiling mounting surface as shown in Figure 3. Operation g When exposed to heat from a fire,the Hydraulic Design. The minimum re- Sprinkler Spacing. The minimum P quired sprinkler flow rate for systems sprinklers Plate, which is normally sol- designed to NFPA 13D or NFPA 13R spacing between is 8 feet dered to the Support Cup at three are given in Table A as a function of (2,4 m). The maximum spacing be- rating and the maximum tween sprinklers cannot exceed the points, falls away to expose the Sprin- temperature (Ref. Ta- area coverage of the kler Assembly.At this point the Deflec- allowable coverage areas. The sprin- length for supported by the Arms drops down kler flow rate is the minimum required ble A) being hydraulically calculated to its operated position. The fusible discharge from each of the total (e.g., maximum 12 feet for a 12 ft. x I link of the Sprinkler Assembly is com- number of "design sprinklers" as 12 ft.coverage area,or 20 feet for a 20 I prised of two link halves that are sol- specified in NFPA 13D or NFPA 13R. ft. x 20 ft. coverage area). dered together with a thin layer of sol- der. When the rated temperature is For systems designed to NFPA 13,the Installation reached, the solder melts and the two number of design sprinklers is to be link halves separate allowing the sprin- the four most hydraulically demanding kler to activate and flow water. sprinklers. The minimum required dis- The Series LFII (TY3596) must be in- il charge from each of the four sprinklers stalled in accordance with the follow- is to be the greater of the following: ing instructions: 11 Des/ NOTES 9 • The flow rates given in Table A for Damage to the fusible Link Assembly Criteria NFPA 13D and 13R as a function of during installation can be avoided by temperature rating and the maxi- handling the sprinkler by the support mum allowable coverage area. cuponly(i.e., do not apply pressure to The Series LFII (TY3596) Residential 9 . PPY Concealed Pendent Sprinklers are UL the fusible link Assembly). discharge of 0.1 gpm/sq. P A minimum d g gp q i in ac- and C-UL Listed for installation ft. over the A leak rised n area" P' comprised tight 1/2 inch NPTsprinklerloint cordance with the following criteria. of the four most hydraulically de- should be obtained with a torque of 7 manding sprinklers for the actual to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- ll' II TFP442 Page 3 of 4 1 BODY / SEALING mum of 21 ft.lbs. (28,5 Nm) of torque (1/2"NPT) _ ASSEMBLY is to be used to install sprinklers. Higher levels of torque may distort the / , sprinkler inlet with consequent leak- CAP ii �N/ �1` ��; SPRINKLER age or impairment of the sprinkler. (�I/����. �.I �I �y/r` -� ���\ I WRENCHING Do not attempt to compensate for in- a___1'a__r//4 • AREA sufficient adjustment in the Cover SADDLE 1 _'�1 � Plate/Retainer Assembly by under-or `III over-tightening the Sprinkler. Read- j just the position of the sprinkler fitting SUPPORT ��Ilsi CO SCREWION t0 suit. CUP WITH a 1 ; Step 1. The sprinkler must only be ROLL FORMED 'II� THREADS 11 installed in the pendent position and I- II with the centerline of the sprinkler per- till _ilic`_ \ LEVER pendicular to the mounting surface. GUIDE I �1I �I Step 2. Remove the Protective Cap. PIN I [ - - Steppipe LINK 3. With p pe thread sealant ap- ELEMENT plied to the pipe threads, and using the W-Type 18 Wrench shown in Fig- GUIDE PIN HOUSING ure 2, install and tighten the Sprink- er/Support Cup Assembly into the fit- DEFLECTOR ting. The W-Type 18 Wrench will ___z____r-- (OPERATED accept a 1/2 inch ratchet drive. DEFLECTOR 1 POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY WRENCH I. I F RECESS THREAD INTO I I RETAINER SUPPORT CUP I WITH THREAD ��.,�� UNTIL MOUNTING ) j DIMPLES \�� /� SURFACE IS \ 0 cs '/VIA FLUSH WITH I EJECTION CEILING SPRING Ill PUSH WRENCH i _- INTO ENSURE __J ENGAGEMENT '— WITH SPRINKLER COVER PLATE/RETAINER WRENCHING AREA SOLDER COVER TAB ASSEMBLY PLATE FIGURE 1 FIGURE 2 SERIES LFII(TY3596)RESIDENTIAL W-TYPE 18 CONCEALED PENDENT SPRINKLER SPRINKLER WRENCH L 2-1/2"DIA _ SPRINKLER- (63,5 mm) 1/2"(12,7 mm) FACE OF SUPPORT CUP 1/2" THREADED SPRINKLER ASSEMBLY NPT ADJUSTMENT FITTING ` / OPERATED --- — SPRINKLER iin 1-7/8"±1/8" PLATE (47,6 mm �" ' I 1/8"IGAP t3,2 mm) RETAINERII i �- nil��� (321 m) L 1--r-i I�� ._._._._. 1 7/6"(22,2 mm) I I COVER- SPRINKLER- f i MOUNTING 1-1/8"(28,6 mm) RETAINER SUPPORT CUP 3/16" SURFACE —Will—ne-- I mdMiimI. ASSEMBLY ASSEMBLY (4,8 mm) NI } 3-3/16"DIA. DISPOSABLE DEFLECTOR IN (81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 SERIES LFII(TY3596)RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR Page 4 of 4 TFP442 Step 4.Replace the Protective Cap by painted, plated, coated, or otherwise ucts.TFBP shall not be responsible for pushing it upwards until it bottoms out altered after leaving the factory. Modi- sprinkler system design errors or Mac- against the Support Cup. The Protec- fled or over heated sprinklers must be curate or incomplete information sup- tive Cap helps prevent damage to the replaced. plied by Buyer or Buyer's repre- Deflector and Guide Pins during ceil- Care must be exercised to avoid dam- ing sentatives. installation and/or during a lica- ng, age - before, during, and after instal- In no event shall TFBP be liable, in lion of the finish coating of the ceiling. lation. Sprinklers damaged by drop- contract, tort, strict liability or under It may also be used to locate the center of the clearance hole by gently push- ping, striking, wrenchtwist/slippage, any other legal theory, for incidental, ing the ceiling material against the or the like, must be replaced. indirect,special or consequential dam- e center point of the Cap. The owner is responsible for the in- ages, including but not limited to labor spection, testing, and maintenance of charges, regardless of whether TFBP NOTE their fire protection system and de- was informed about the possibility of As long as the protective Cap remains vices in compliance with this docu- such damages, and in no event shall in place, the system is considered to ment, as well as with the applicable equalTFB t liability exceed an amount be "Out Of Service". standards of the National Fire Protec- to the sales price. Step 5.After the ceiling has been com- tion Association (e.g., NFPA 25), in The foregoing warranty is made in lieu with the 2-1/2 inch (63 mm) addition to the standards of any other of any and all other warranties. ex- pleteddiameter clearance hole and in prepa- authorities having jurisdiction. The in- press or implied including warranties ration for installing the Cover Plate As- stalling contractor or sprinkler manu- of merchantability and fitness for a sembly, remove and discard the Pro- facturer should be contacted relative particular purpose. tective Cap, and verify that the to any questions. This limited warranty sets forth the ex- Deflector moves up and down freely. NOTE clusive remedy for claims based on If the Sprinkler has been damaged and The owner must assure that the sprin- failure of or defect in products, materi- the Deflector does not move up and klers are not used for hanging of any als or components, whether the claim down freely, replace the entire Sprin- objects and that the sprinklers are only is made in contract, tort, strict liability or any other legal theory. kler assembly. Do not attempt to mod- cleaned by means of gently dusting ify or repair a damaged sprinkler. with a feather duster; otherwise, non- This warranty will apply to the full ex- Step 6. Screw on the Cover Plate As- operation in the event of a fire orinad- tent permitted by law.The invalidity, in sembly until its flange comes in con- vertent operation may result whole or part, of any portion of this tact with the ceiling. It is recommended that automatic warranty will not affect the remainder. Do not continue to screw on the Cover sprinkler systems be inspected, Plate Assemblytested, and maintained by a qualified Ordering such that it lifts a cell- 0 de n ingpanel out of its normal position. Inspection Service in accordance with 9 local requirements and/or national Procedure If the Cover Plate Assembly cannot be codes. engaged with the Mounting Cup or the When placing an order, indicate the Cover Plate Assembly cannot be en- Limited full product name. Contact your local gaged sufficiently to contact the ceil- distributor for availability.. ing,the Sprinkler Fitting must be repo- sitioned. Warranty Sprinkler Assembly: Residen- Products manufactured by Tyco Fire& Series LFII(TY3596), K=4.9,Care and Building Products (TFBP) are war- tial Concealed Pendent Sprinkler with- ranted solely to the original Buyer for out Cover Plate Assembly, Maintenance ten(10)years against defects in mate- P/N 51-112-1-160. rial and workmanship when paid for Cover Plate Assembly: The Series LFII (TY3596) must be and properly installed and maintained Cover Plate Assembly having a(spec- maintained and serviced in accord- under normal use and service. This ify)finish for the Series LFII(TY3596), ance with the following instructions: warranty will expire ten (10) years K=4.9, Residential Concealed Pen- from date of shipment by TFBP. No dent Sprinkler, P/N (specify). NOTES warranty is given for products or com- Absence of a Cover Plate may delay ponents manufactured by companies chrome P/N 56-122-9-135 the sprinkler operation in a fire situ- not affiliated by ownership with TFBP off White P/N 56-122-0-135 ation. or for products and components which Bright white P/N 56-122-4-135 have been subject to misuse,improper Flat White . P/N 56-122-5-135 Before closing a fire protection system installation, corrosion, or which have White(RAL9010)'...... P/N 56-122-3-135 main control valve for maintenance Custom P/N 56-122-X-135 on the fire protection system not been installed, maintained, modi- work which it controls, permission to shut fled or repaired in accordance with ap- *Eastern Hemisphere sales only.plicable Standards of the downational Fire fromprot theprop er on sys-per Protection Association, the Sprinkler Wrench: tem must be obtained authorities and all personnel who may standards of any other Authorities Specify:W-T e 18 Sprinkler Wrench, be affected by this action must be no- Having Jurisdiction. Materials found P/ 5 000-1 265. p tified. by TFBP to be defective shall be either repaired or replaced, at TFBP's sole Sprinklers which are found to be leak- option. TFBP neither assumes, nor ing or exhibiting visible signs of corro- authorizes any person to assume for it, sion must be replaced. any other obligation in connection with Automatic sprinklers must never be the sale of products or parts of prod- TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 ENED HEX D SELF THREADING IS URN SHED WITH HANGER AND IS SCREWH MINIMUM FASTENER SIZE ACCEPTABLE e BLAZEMASTER 2000 PIPE o m REHAU PEX PIPING SDR 13.5(ASTM F442) HANGER SPACING ® : , ® HANGER SPACING REHAU - Single nail NOMINAL SIZE MAX SPACING NOMINAL SIZE MAX SPACING fixed clamp or Inches feet etik y iil Inches (mm) feet (m) another Rehau 1" 32" "' 3/4" (20.0) 5.5' (1.7) approved clamp 1" (25.0) 6.0' (1.8) CLAMPING RECOMMENDED AT EACH FITTING 1-1/4" (32.0) 6.5' (2.0) 1-1/2" (40.0) 7.0' (z.,) AFCON MODEL S016 NO-BLOCK O '' ' ' 2" (50.0) 8.0' (2.7) STRAP TYPE HANGER OR EQUAL 2-1/2" (65.0) 9.0' (2.7) � HANGER DETAIL 3" (80.0) 10.0' (3.0) 1 b NO SCALE •- - - • ® HANGER DETAIL REHAU - Sliding - III .1 \ Sleeve Support NO SCALE } _ _- :i 12"MAX.TO HEAD 1 1\ H- b` REHAU SPRINKLER PIPING Cr O REHAU SUPPORT OR CLAMP REHAU TEE REDUCER— aOg—DRYWALL / LRANES O OF LOOPDIUS LOOP AND PIPED v'. , WITH REHAU PEX TUBING \ CENTRAL LFII CONCEALED SPRINKLER NOTE:ALL DIMENSIONS SHOWN ARE ,T., TAKEN PARALLEL TO FLOOR,NOT J� © TYPICAL SPRINKLER DETAIL P IP MEASURED ALONG SLOPE. CENTER °q NO SCALE RADIUS OF TWO LOOPS IS TAKEN � � FROM CENTER OF HOME AND IS ;'/ BEDROOM %.• 6" O°�' ALSO MEASURED PARALLEL TO '/ '0 1" CP/ , \\ / FLOOR, NOT ALONG SLOPE. i" - q\q�/ J ti o• 1`t s, LIVI Y A // / i ... C.H. '7, //2/ , q/1/ // �11/2'TO SYSTEM-- A \": .�f \s '('1 : / c I 6 9" 13-7" LAURY / / / / % / / i / r STORE `i + /// ' / '\/ ///// // III —11/2"STEEL TO CPVC --'— \ ) / "`'' i ' i / / / " / / �, FiEIAOT�AR€A/ / / / /al fl —112"BTEEL TO CEILING [ y� \ \ )( :: / // , / ` \,/�- / // / / // ` / /riEci Z '`� HALL 'Y\C< / / '' / /// / >,, I 1$ t'' " , ALL PIPING IN GARAGE,FOYER BATH - // % / 1_. /'� /� /�_ 1 ' HALL AND LOOP SUPPLY TO BE / / "'' " / �j / io / J — — I — RUNINBLAZEMASTERCPVCPIPE / �� j// R16'-0^t_ I"TEST&DRAIN I 1 I L Bleam t" -- _ /%/ -> 11/z" fi i 7 PRESSURE GAUGE - - -- -- -_ _- � _ ._ -__ q_ �_ ,�, ._ � __.._� � L 9_ UP 1 1/2" ; / i ,. /`� _ / / /�- SPRINKLER \�� I /` /<///// o® '+ RISER HALL "�\/ \ f {;+ Flat Ceiling 09• m \ \ UP 1 1/2" 11R / �/ /nmP� FLOW SWITCH WIRED tI \ / \ \TO EXTERNAL ALARM BELL • �" a Gei1i 0 / / \ Xi \T ill / r 31-"--1 %� / y TH % 7-- 6"t1"DRAIN TOUP 1 ,/2" - Y \ \ ` APPROPRIATE AREA � // �}r� 11/2'AMES 2000B UP �/ % 6/ •-�"\ BACKFLOW PREVENTOR\ \ __________ ---------_ / \ `� e/ \\ c D 6'-9" 13'-7" 6'-g„ a, CLOSET '- \ / :.n°' / �+ o, DINING ROOM STORAGE / \ /Oj° ,� J.., GARAGE -- ---�-- _ /� If vr°,\ � BEDROOM s/apP`e j` O PRESSURE GAUGE Flat Ceiling \ /��A / \\ q j �� • '��9 1 1 2cafr LI- _ ---4____ _ _ ----Li ,„-,-::::,-.:;//t ,, / TO RESIDENCE DOMESTIC SUPPLY \ Riefler with \\ \'>,� RADIUS LOOP AND BRANCH y ' minimum run \ '`6 W LINES OFF OF LOOP PIPED NOTE:ALL DIMENSIONS SHOWN ARE J rimer,power-onO WITH REHAU PEX TUBING TAKEN PARALLEL TO FLOOR,NOT light&HOA N MEASURED ALONG SLOPE. CENTER switch. \°3 RADIUS OF TWO LOOPS IS TAKEN 000.1 c- \. CLOSET m_, FROM CENTER OF HOME AND IS / ALSO MEASURED PARALLEL TO c FLOOR,NOT ALONG SLOPE. 9/0'DRAIN VALVE \I FIRST FLOOR SPRINKLER PLAN __ - r2'FROM CITY WATE\PPLY0 1/4"=1•-0" -�- j 3HP FIRE BOOSTU E GOD D&1-0 `� _ I _T`_s c,G i 4 fib SehE CoFUSERRISER DETAIL ` NO SCALE % ,f ./ REVISIONS NOTES SPRINKLER SYMBOLS DATE DESCRIPTION BY Commercial Fire Protection Inc. SPRINKLER PLAN ' All piping to be installed in heated and insulated spaces only. • CENTRAL SERIES LF-II RESIDENTIAL CONCEALED PENDENT: QTY= 19 Daniels Guest Flouse ' System designed and to be installed in accordance with NFPA 13D. PO BOX 128 " Sprinkler coverage max. 16'x16'. 160° F, K-4.9,WHITE COVER PLATE PERMIT NO. "'' CONTRACT NO. HYDRAULIC CALL. PIPE NODES(SEE HYD CALLS) ``' 7 199 B E N N ETT ROAD 4114 ' R' Avenue APPROVAL 0 HYDRAULIC CALL. SPRINKLER NODES CENTRAL V DRAWN J.HUFF N MOUNT VERNON, WA 98273 Anacortes, WA 98221 SCALE DATE NOTED (360) 848-9093 12-19-07 REVISED SHEET S P 1 of 2 PLOTTED c .3/4 .....\ r --•\ HARDENED HEX HEAD SELF THREADING SCREW ` ` f FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTANCE 0 0 REHAU PEX PIPING BLAZEMASTER 2000 PIPE o m 101 (o ® SDR 13.5(ASTM F442) HANGER SPACING HANGER SPACING REHAU - Single nail NOMINAL SIZE MAX SPACING elms 1 1/2'TO SYSTEM^- NOMINAL SIZE MAX SPACING fixed clamp or Inches feet UInches (mm) feet (m) another Rehau 1" 32" ' 3/4" (20.0) 5.5' (1.7) approved clamp 1" (25.0) 6.0' (1.8) CLAMPING RECOMMENDED ■ —I I/2"STEEL TO CPVC AT EACH FITTING 1-1/4" (32.0) 6.5' (2.0) OP AFCON MODEL S016 NO-BLOCK 1-1/2" (40.0) 7.0' (2.1) 0 ���vvv 1 (50.0) 8.0' (2.1) 1 I '�-112'STEEL TO CEILING 2" 4) STRAP TYPE HANGER OR EQUAL 2-1/2" (85.0) 9.0' (2.7) HANGER DETAIL °I L- RESIDENCE _19 Ili 3" (80.0) 10.0' (3.0) • No SCALE r 1 HANGER DETAIL REHAU - Sliding �^ HANGER Sleeve Support / /// / 1'TEST 6 DRAIN - ,_ I \ PRESSURE GAUGE FLOW SWITCH WIRED r 11I'11�/ TO EXTERNAL ALARM BELL `\ 1 V 9 1'DRAIN TO 1 APPROPRIATE AREA ` 112'AMPS EVENT \ BAC 1(2'A ES 20008 OR�� As .) 12"MAX.TO HEAD f'1'h D REHAU SPRINKLER PIPING r� REHAU TEE REDUCER O REHAU SUPPORT OR CLAMP PRESSURE GAUGE� 2"x 900'WATER SUPPLY TO FOLLOW DRIVE FROM HADDON RD Ij 21: J risi — DRYWALL CENTRAL LFII CONCEALED SPRINKLER 1 ' TO RESIDENCE DOMESTIC SUPPLY \ Starter VAIN - - ! , minimum nm © TYPICAL SPRINKLER DETAIL S amer.a,pow &IH DE light&IHOA awhHh. NO SCALE -1 r 11 \` / 3/4"DRAIN VALVE \ 2'FROM CITY WATER SUPPLY \ \ 3HP FIRE C �� BOOSTER PUMP. GOULD FIRE ` MUNICIPAL WATER SUPPLY SITE PLAN • 3 HADDON ROAD Q-i, RISER DETAIL 1"=100' `\ NO SCALE N 9 j\ CEILING @ PEAK 9,-8") — — . l',��71. INSULATION OVER •- i�1•T0 1�agn - SPRINKLER PIPING • 1 �t�t� 111�14-40101 4- _ _ TYPICAL TYP. /RINKLER TYP.PRINKLERlIl111lllll4I4j0are1i1i1i1i, ..a Is a g ll. _ dJ (ELEV. TOP OF WALL SOS PM.'1't t'1'1'l'TYP SPRINKLER I r I CEILING TYP.SPRINKLER PIPING CEILING @ ENTRY HALL (ELEV. 11'0") TYP.SPRINKLER TYP SPRINKLER PIPING CEILING @ GARAGE (ELEV.6'-9� / 1 /• - TYP.SPRINKLER TYP.SPRINKLER PIPING TYP.SPRINKLER h TOP OF FLOOR1 N. SYSTEM RISER tllj � = a - - = GARAGE FINISHED FLOOR ,,,.,�,..�.,,,,,, _ (ELEV,0'-0") e 1 11 177 SUPPLY FROM MUNICIPAL WATER © BUILDING SECTION A-A 1/4"-1'-0" REVISIONS NOTES SPRINKLER SYMBOLS Commercial Fire Protection Inc. Daniels SPRINKLER PLAN DATE DESCRIPTION BY * All piping to be installed in heated and insulated spaces only. • CENTRAL SERIES LF-II RESIDENTIAL CONCEALED PENDENT:QTY= 19 Guest House System designed and to be installed in accordance with NFPA 13D. PO BOX 128 Sprinkler coverage max. 16'x16'. 160°F, K-4.9,WHITE COVER PLATE CONTIRACTT NO, CI HYDRAULIC CALC. PIPE NODES(SEE HYD CALLS) 17199 B E N N ETT ROAD 4114 ' R' Avenue HYDRAULIC CALC. SPRINKLER NODES APPROVAL Oi NCENTRAL U MOUNT VERNON , WA 98273 DRAWN N TUFF Anacortes, WA 98221 SCALE NOTED (360) 848-9093 EVIE 12-19-07 REVISED SHEET SP 2 of 2 PLOTTED