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HomeMy WebLinkAbout0000 (22) stc 'r" i .' )c---7----;- • THIS APPROVAL SHA NOT PREVENT THE eUILDNIe OFFICIAL FROM TH EAFTER REQUIRING THE CORRECTION OF E ORS I SAID PLANS, SPECIFICATIONS,DMA A CONS It WHEN IN VIOLATION OF ANY CODES 0 ORDI ANCES IN EFFECT .< ( APPR ED BY BUILDING SA TY " DEPARTMENT OF THE CITY OF GLENDALE, A IZONA \ovg DATE: 3 at° -03 `%,, BY: MKS . ,\ X \i- rC(,`19.1 \\O,h\-S \\, G io - �; �-�' CBS off"' $ ' > ' '`' � DEVELOPMENT t,v� � � SERVICES CENTER Pow & Spa heater vents S C'u .c P REVIEW E terminate no less HA#� W NUMBER ft from the propert han per U.M.C. 906(Gj Line ��- ©3'- CC Venting system--a shalt terminate at least 4 f@ \=\0 ),.� , from and 1 ft above any 3s- door, window or gravity air inlet. Per. UMC906(gy Y /� ,....---....A ti '* I 0 . 0 01 �'1 0/7 \\Th \ ‘1 � 30' �. ft- NOTES , .2. LAYOUT CODE 3. EXCAVATOR {/ ��R�L 1.2,h0 YQ, Oy i Y 4. PLUMBER i -c LP ` Ps orEATI' • 5. STEED LLs? \� \� �_ U N FErJLE J[ / P o F "tor o }V 6. ELECTRIC IN2 —Att I-EgEI. DEc.k- �I I - - - 7. SHOTCRETE� THIS APPROVAL SHAD NOT PR ^ ` �� t .R tO OFFICIAL F$OM THEREAFTER PREVENT BUILDING c c `�,1 �' CORRECTION OF ERRORS IN SAID PLANS, I I B. TILE SPECIFICATIONS,DA'�A AND CONSTRUCTION 0 �'OD(. DEE P VIOLATION OF ANY CODES OR APPROVEEL5E 9. DECK „1.4R BY BUILDING SAFETY DEPARTMENT OF THE CITY OF p O s G �� I O 10. PLASTER GLENDALE, ARIZONA (� J 4- TN. o �l ,N pp ATE: © 3-- C�8 ?--- -- .- BY: mho e .HASTA LICENSE:806 28410 NOTE: A. DECK-O-DRAIN LOCATIONS PER PLAN f �O S "Arizona's Largest Pool Builder" 11 MAY REQUIRE ADJUSTMENTS BY I•I2 p�Ehl KOOLDECK CREW AT TIME OF INSTALLATION. CO-OR B. PLACEMENT OF E.P.UNIT MAY VARY I I- ✓� JOBB N(�_.�.'-('`, /_ - I DUE TO BEST LOCATION FOR SERVICE. ':AME\\L\L (ctNC \ I ADDRESS\\k.0.4--4 \V cSL1�� ���. i i f i J� E' i : 6._____ � — DATE:_14 _A ! I DATE: �� M ;ALE M . SIG. T . S <,N � RR IScD BY: DG..E._1 10 GAS PIPING, INC. , 1950 E. Deer Valley Rd., Suite 0 PHOENIX, ARIZONA 85024 - (602) 971-4000 rax 002) 569-2112 i/Oei e O g f� Pool I-Ic o lec frcrr �h C� I�;,••S oCenr�rJ I00 3/�/I b C- F'E �. t,v._ ne.l `' \% b¢10•.J 6/4- L • Iy res�vl��ic! + re-ce(` �.iree ( O pis c,r ac'F a7..ca S)n�c r�av)ctcr e hpc �CT C) aroc)C Soo cck�IOr1 ti�civ,yeUncl 1C�1 3/yu �oo� Oftro �J tarlc b��,rrl ;. P� IOps� (p" o(' Scr,cl o- 114 C.' itcc.K, jn.siN FlrCrleS rp Sr,jl,ce c-fs IS 15^ ''Q v/ 'Few,• k . 30 • -3l06'1 . re P/L 5oa a) UIn Pro (0 I Ur O A Cc rSJ Thru OIe G l c r, cLfo e • ...tyfit,14/7 THIS APPROVAL SHALL NOT PREVENT THE BLNILDING OFFICIAL FROM THEREAFTER REQUIRIN THE CORREC1�ON OF ERRORS IN SAID FLANS, SPECIFICAtIONS,DATA AND CONSTRUCTION V1HEN IN VIOLATION OF ANY CODES OR ORDINANCES IN EFFECT. APP ', OVE * BY BUILDING SAFETY 4EPARTMENT OF THE CITY OF y --C_E� , A I I - DATE: r S' P O E nv.Grr r. 1 < CCtF'OX�SUN-DAVE> > > > _= c< ttrBr :-32H R EY.HINES> ,w-~!='-[ 1 84A Mon 29 16: 10:32pp 19c project #: 26- Quantity : 21 2_ c4/_-+ REACTIONS - SIZE 1..1515 3.50 90-1615 3.50 PLATE OFFSETS 1).[011■G,2].612'3,2). BOTT CHORD SFtICES 4T10.7K8;13-14.7X8;[��6� _ -0 -0 4-0 4-0 -0 -.0 5-0 �:;-li tl: .# 5-0 dtALe , i/% -ti' J?r: Q ,r. L ° 12414 • 1 �3 1 14 2. / i- .--) Z1 3x1fi ti ,,p f1 . 3XH s84ed,`�0" O►M.usue . i . 8k8 11111161 SXS = UPS • 13 12 11 113 4 • I 8XE5 Bx5 2X4 11EOCE-' g 2X4 WEDGE F--fi -0 12-0 - -a s-o g $ L HL TO T: 0-1 u-Y5 SPAN:26--0 _RISE:11--10--1 5 RIGHT HQYGHT: D-101 Q LEFT HEIGHT. .- LOADING L(PSF� MAX STRESSES MINIMUM GRADE OF LUMBER cpg TOP 1-2-0 . 213 TOP CHORD: 2X6 1650f1 .4E NER.�7 TOP 16 6 18 BOTT 11-12=0. 436 BOT CHORD:2X8 SS GR DF-L BOTTLL.DEFL.@11=0. 08 < L/360 WEBS :2X4 STANDARD GR HF STR.INC. : LUMB - 1 . 25 PLATE 1 . 25 SPACING : 24.0 in. o. C. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREJASE LOADING PANEL(PLF) / JOINTS(LBS) UMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 9• 68 9-11■ 12 17-12= 92 12- 1■ 12 WEB: 4-6 TO BE 2X4 2100f 1.8E MRL SPF WEB 2-13; 3-12; 4-6; 7-11; 8-10 BRACED at 1/2 POINTS IN,SrAS S SHOWN ABOVE e A same size and grades as web comm. to narrow face wI1� nai19 6 NoLe:Us• 1�c4 or 2x3 Cont.Braatr�p x C. DEFL.ECTION(IN.) L.L■ 0.08,D.L•0.12.T.L*0.20 PLATES ARE MITEK M20-149,109 MANUFACTURED FRCM ASTM A 445 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) THIS MUST BIS INSTALLED TRUSS FABRICATION oF OM-Y.FORSPERMANENTLAND T EFT AS SHINN)DESIGH CONFORMS EYff'ORARY BAACING(Fb1ICN IS ALWAYS REQD)DESIGN CONSULTESLLOG ARCHIITECTaCR9E THIS DESIGN I . C05G318 ,�� _! � }_= c << <FOX--SUN-DppVE> } > 3a. 1� .Gust OCES-32 Ver. NINES >��-����� Mon,FamiDec#29 16p: G110 : 32 Prciectr0: 0 2.HINES TrUSSID : 1584A Top21 Pitch : 2Dl12 cial Span pa�Qa : 26-u Quantity =x x==_=_-- REACTIONS - SIZE - 1.-1515 3.50 g.-1515 3.50 PLATE OFFSETS (X•LEFT,Y•TOP)t(J2"6.1),D8-6,11,[iii.3,2].61.- 2.3.2]. BOTT (NOW SPLICES:9-10aTX8:1S-1407a: _ t o -Q 74 S 1 I - - _p 5-0 • rim5-0 L1 Zr1 4--a �� C3c'aCP 'C`t-l�1�.-al�P�7G. sig.:: r-� A/ V s 1QXtr2K� .: 7 10X1l. .� • N• .i!.`` tlaile 6 I 4 LlaN 'I 31•-i - hz ,' CHi� r 3x�fi P = m ► 3x vom I G Ilk3* C ,1 474..sy 16 c8 ; Allitik I . -- -. -- .''C- �, : 'p imiLmilimilimmill i7 12 t 10 9 i .XH =X6 c , 12.4_•S ___.raw �x 2X4 WEDGE 2%4 111 E0G E 554-L \J 11 .{•s aa'GJe. 5-0 -0 12-0 2-0 5-0 R. HLT pp��{{ gg L. HL TO '. K: -810 SPAN: 26-0 RISE: 11-10-15 RIGHT HzIGHT:u--10_ LEFT Hr,sCP�.?'. --lQ5 MINIMUM GRADE CIF LUMBER LOADING �nSF) MAXP ST1-2SQS213 TOP CHORD: 2X6 165011 . 4E MRL Si L D 2r-O 436 BOT CHOR.D:2X8 SS GR DF---L 18 BOTT 11-1 :2X4 STANDARD GR TOP 16 6 LL.DEFL.@11=0.08 < L/360 WEBS ^_ ^__;��FF_ HF BOTT ----== =_ __ -= -= ySPACZNG +r24. O=== = = STR__NC. LOMB^ � ^1 . 25 NO. IN STg. ZNC. • = 1 . 25 PLATE � MEMBERS 1 c. REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING PANEL(PLF) / 30INTS(LBS) Lu SER PLATE TYPE 1 1.25 1.25 UNIFOZA 1- 9. E.G 9-11 12 11-12m 92 12 1. 12 IiEB: 4-6 TO BE 20 Z130f1_BE MRL SPF WES 2-13; 3-12; 4-6: 8-10 BRACED at 1/2 POINTS AS Sr104ti ABOVE rails as web crnn. to narrow face w/10d nails 1iot0:Use 1x4 or 2x3 Comt.6raain9 ennn.42-Ed nails,or T-brace of same size and g OEYI..ECTION(IN.) LW., 0.03,0.L•0.12,T.L.0.20 PLATES ARE MITER M20-149.109 HANUFAC uRED FROM ASTMM A 44S GRD A GALVANIZED STEEL(EXCEPT AS s4 N) PLATE DESIGN SE INSTALLEDRRU OF �i AT ION DNLYI OR PER PERMANENT AAND�Po TEMPORARY AS BRRAACINGO MICR ISDESIGN OAU4AYSNREQD)SCON LT SPECS. BLDG ARCHITECT 0 THIS DESIGrt IS FOR TRUSS FABR CA `� N UZU REpAIa 1)WAX.LN WEB AS SHOW . TOP CHORD CU'T'AS SHOA'N. -�� 3) INS2RT 2 X 616SOF 1.4E MILL SPF MEMBER(S)AS SHOWN. 3) ATTACH ."THICK Dp ®3 O.C.WiTTH MIN.AMOUNT O'USSETTS AS SHOWN F TO EACH AS YAM USING CIRCLET]YER MEMBER- 4)() ATTACH STD 4) A'ITACii 2 X 4 GA HT SCAB AS SHOWN TO ONE rAC!✓.LSSQdO 2 ROW OF lOd COMMON WIRE NAD� (.14S"DIA X 3.0"LOT)SPACED(�