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2006, 08-11 Permit Application: 03003182 Addition,tne ^�Vallev Jmmunity Development 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 r\n D (509)688 -0 \F : 09)68810637 v ww.spok t ilev.org AUG 1 1 2006 ❑ New Construction Addition/Remodel ❑ Other: Residential Construction] Permit Application D PERMIT NUMBER: 7 ( ' PERMIT FEE: !1 Accessory Bldg [1 Deck SITE ADDRESS Q1 (t F A I. A '4< ASSESSORS PARCEL NO: { t SH `� L3S LEGAL DESCRIPTION: ui�`,��jn`8 +,i jST( - IM. - \iSr;.i'�•u� M'... h i..�br..�._.. .. a ♦n�.t ;:lVitiAl fit""�`. .I... ...,.4 n. ia. 4..F+. tihie.�t +k5l m:• Name: i tv J1 S �cwa TOTAL HABITABLE SPACE: City: SPA-, ka Uol j State: wA Address: e j (1 E A (v A,4 L IMPERVIOUS SURFACE AREA: City: c, Po (�u,.t Uctif State: (�y� Zip: (ii L lz Phone: 92.2 -2c�i Z"� Fax: HEAT SO ' CE: Ni t% r ir "�-T fi','�*a� �f4+�' 1d�- ;'�'+s'.Pt�Ffi :��j'�� t' ice.,, u�„yf t - �'�,'t, 4sS' (F of r Name: 1CiNi Wry Phone: CiZ-1-1(`1a Describe the scope of work in detail: P(,on rsctor7 l i ' M ,.F a'. ^* Yy �t . - 7 c;C:, i1. r-r . .01,`r:r .....�.' f �. TV�i i' I M C } L..'.r. .. ..�., . .. •GI �: :.�I � v: Name: . y LA, 3(0 ihev S S�..z,.,rcrJ,w g , crc,t Y� Address: i u, S S v (I,•, \.f 66, TOTAL HABITABLE SPACE: City: SPA-, ka Uol j State: wA Zip:gf 71 Phone: C(Li..i(g0 Fax: q11 -(3( IMPERVIOUS SURFACE AREA: Contractor Lic No: wo.1.614 R S CEXp� Dale: Y GARAGE SQ. FTG: j t+ City Business Lic. No: • 30% SLOPES ON PROPERTY: Cost of Project: $ ZG c6Q /i (1 FoLAT ce a cY,,.. (' �i �' cici) -tc> ��3Ct S (1 ,vi c ( (p * * * * * * * * * * * ** *The following MTJST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * ** HEIGHT TO PEAK: , , q 3 DIMENSIONS: co t v.� X (U `ii)., # OF STORIES: I TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: N�� 2ND FLOOR SQ. FTG: ra 'i, UNFIN BASEMENT SQ. FTG: NIA IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: Tfi GARAGE SQ. FTG: j t+ DECK/CO ' ' 10 SQ. FTG: 1 t ` t0 g 30% SLOPES ON PROPERTY: # OF BEDROOMS: Nt. CONSTRUCTION TYPE: Vs-e,40-ii (a lac < HEAT SO ' CE: Ni t% SEWER OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling Is /will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory Is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature J�� Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8/2520D5 ❑ Check Date 8/► ©�cO�O ❑ Mastercard ❑ VISA Expires: VIN #: Project Number: 06003182 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/15/2006 Page 1 of 2 Project Information: agr— .sue, m: ,, k . _ace :.. -.: Permit Use: ADD 10'7 x 10'4 SUNROOM Contact: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN C - S - Z: SPOKANE, WA. 99037 Setbacks: Front Left: Right: Rear: Phone: (509) 927 -1190 Group Name: Project Name: Site Information: .MS -1(4RM .= ,: - -tw District: F Plat Key: 000000 Name: Range Parcel Number: 45184.0235 Block: SiteAddress: 8711 E ALKI AVE Location:: CSV Zoning: UR -3.5 Water District: Urban Residential 3.5 Area: .00 Acres Lot: Owner: Name: SHAW, VERA Address: 8711 E ALKI AVE SPOKANE VALLEY, WA 99212 Hold: ❑ Width: 59 Depth: 125 Right Of Way (ft): 0 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Driveway /Approach Originally Released: 8/14/2006 By: TMELBOU Released By: Originally Released: 8/15/2006 By: amblake Landuse /Zoning/HE Conditions Released By: Sewer Review Originally Released: 8/14/2006 By: MBASINGE Released i By: PER UTILITIES Operator: AMB Originally Released: 8/15/2006 By: amblake Printed By: AMB Print Date: 8/15/2006 Project Number: 06003182 Inv: 1 Permits: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/15/2006 Building Permit Contractor: WRIGHT BROTHERS SUNROOMS Firm: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN RD Phone: (509) 927 -1190 VERADALE WA 99037 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1 &2 FAMILY R -3 VB SUNROOM 0 $26,000.00 0 $26,000.00 Totals: 0 $26,000.00 0 $26,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $401.35 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $160.54 Permit Total Fees: $566.39 Notes: All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage (A) ❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)0 SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount $566.39 $566.39 Page 2 of 2 Amount Paid Amount Owing $0.00 $566.39 $566.39 $566.39 $0.00 $566.39 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and /or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 8/15/2006 Project Number: 06003182 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/14/2006 Project Information: Permit Use: ADD 10'7 x 10'4 SUNROOM Contact: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN C - S - Z: SPOKANE, WA. 99037 Setbacks: Front Left: Right: Rear: Phone: (509) 927 -1190 Group Name: Project Name: Page 1 of 2 Site Information: Plat Key: 000000 Name: Range District: F Parcel Number: 45184.0235 Block: Lot: SiteAddress: 8711 E ALKI AVE Owner: Name: SHAW, VERA Address: 8711 E ALKI AVE SPOKANE VALLEY, WA 99212 Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: .00 Acres Hold: ❑ Width: 59 Depth: 125 Right Of Way (ft): 0 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information::.G , r:. Review Building Plan Review Driveway /Approach LReleased By: 6 Released By: Landuse /Zoning/HE Conditions Released By: Sewer Review Permits: Released By: Operator: AMB Printed By: AMB Print Date: 8/14/2006 PLANNING DEPT. APPROVED e 'v-1 y� —ti 25. Straw S p o ko.- t Ual WO\ 49 12 E A4 tiic 184 .o22 S (oS r aH Axonometry 1 10'-9118' Left Elevation Plan Radon Mitigation System Required If Vents Subject to Closure 6 mil Vapor Barrier Required 10' -r Front Elevation Under floor accessible . by 18" x 24" d 7'. S `.1 Hi ( A(k Sao l�U�- Vulicti MODEL : ECLT1OBW Frame color V.Glass code R.Glass code C.Glass code Live Toad Account #: , PO #: L 10' -9 ,B'. Right Elevation FS White Code 74 MC56 /Argon/Clear Code 78 MC16/Argon/Clear Code 74C MC62 /Argon/Clear 42 Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. tr-fer Floor Ventilation 1 Sq Ft per every 150 Sq Ft of under floor space area. 1 ventilating opening shall be within 3 feet of each comer. Openings shall be covered with approved material. io iF Axonometry 10.9118• Left Elevation Plan 10• -r Front Elevation r�- jka■ i31(1 AUL; S(o k''^4- V utLA/ MODEL. : ECLTIOBW Frame color V.Glass code R.Glass code C.Glass code Live load Account #: , PO #: 10•-9 118• Right Elevation FS_White Code 74 MC56 /Argon/Clear Code 78 MCI6/Argon/Clear Code 74C MC62/Argon /Clear 42 SYSTEM 4E SUN & STARS ROOM: CURVED EAVE SUNROOMS ENGINEERING INFORMATION EFFECTIVE DATE: 6 -02 LD SYSTEM 4E MODELS GLAZING BAR O.C. SPACING GLAZING BAR TYPE ROOF LIVE LOAD (psf) SW GG XH L TS 2 WIND SPEED (mph) WIND SPEED (mph) WIND SPEED (mph) WIND SPEED (mph) EXPOSURE EXPOSURE EXPOSURE EXPOSURE B C D B C D B C D B C D ECLT -3 2 2' -6 5/8" 4GB 240 200 180 160 200 180 160 150 135 120 150 135 120 ECLT -51 :25516 „n <'1:4661,„1, :. „ ....p :., , 1140 $1101 ", „740 125 ` 1IS:1 ECLT -B 2 2'-6 5/8 4GB 55 170 150 140 145 130 115 90 80 70 130 115 105 =2' -55/8 : . "4HB '`�r' . 9➢;, - , :O ) 315 B, 145`.4 130 X13 0 ,130 M, "70 -; 130 `.; 115`:S .'105 .", ECLT -1 D ,.<r 2' -6 518 _ 4GB 31 170 150 140 130 115 105 85 75 70 N/A N/A N/A *42'65 /S s „ }Btr �,,e #"7.4.1i" 1S0. _ '4® ,x ; ;130„ a : li9 risst"I '..75, ' '1.70 N /A:- WA/A:. :,. N/A ; 1 ECLT -13 2' -6 5/8 4HB 30 145 130 115 120 105 95 85 75 7D N/A N/A N/A - ;2' -6,5/8 �;..,1. - 4GB+dRSli” i V4 D k� ?:5 sz33Q ;_ 115 , a ' „'120 z ,: O o-. , - S ,s +a,B67`, "i x,_3,6: , - 7D :: ,N141 t1d 14' , /A ECLT -15 1 2'-6 5/8 4GB +4RS 41 130 115 105 105 95 85 85 75 70 N/A "' N/A N/A :i7"12.-5 518 x" 113+ l S vt c s 4740:14P, s130 �..�' 75 s 1 05 ;' 05 J.$ S {V ' 5�1 7D � ► sl „' N1Ay qqyy 125 115 150 135 120 ECLT -3 2 3'-0 518 4GB 200 200 180 160 200 180 160 140 ECLT-51 3'- 0318'`T r O> 8 D0 064 , 1E0 ?D, ,' ' 45 . ` 10Ti_ . . tb 1 t125.$i 5 ECLT -B 2 3' -0 5/8 4GB 46 170 150 140 145 130 115 90 BO 70 130 115 105 F`),”, 3'-0 Sl8t , > :4HB . s xij : 19D '' 17O t $l55;„ 00754 v? 30. v 1.15c., „+.,;90' s 0s st ? „7 . a 30. r i 15 ; 4.005 ECLT -10 3' -0 518" 4HB 35 170 150 140 130 115 105 85 75 70 N/A N/A N/A &/P '-0,5/87A4'' , } 4>;Bl4FRS, ' ' 'X170 ' 150,t4 40 . '40.31P11' 454 * l.Q5 # 85 M`75 ;3"ta',tl `: N /A'- N/A ,N /A . ECLT -131 3 -0 5/8" 4HB 22 145 130 115 120 105 95 85 75 70 N/A N/A N/A q; 3`= 0,8/8., 344G8+,.41 S,wd A .i 4 505:61.. :: tiW ::i`k 30 `' '.ill: r.; ^�A,> ^., 1 1. � � 45�, i,',$5'�' dp "�+g;�6ce f.a7.0� TIN/ A<:.,.' " NIA.::;' ,;.1*11A:. ECLT -151 3'4 5/8" 4GB +4RS 34 130 115 105 105 95 85 85 75 70 N/A N/A N/A .,,.3•x.5/8 F. •-' 4HB +4RS>g" ,#: 401 :: 4131:1 #, '#1'1.5 - 105" `' 105 Si,; . 85 G F'85 , i., '15,L ., - 70.:. ' r "N /A N /A': N/A NOTE 1: 13XH AND 15XH MODELS REQUIRE 2) AND (3) HEAVY GABLE MULLION BARS EACH GABLE RtSI' 1 IVELY TO OBTAIN WIND LOA NOTE 2: 3TS. 5TS AND 8TS MODELS REQUIRE VERTICAL RAFTER STIFFENERS ON ALL VERTICAL BARS TO OBTAIN WIND LOAD NOTE 3: EXPOSURE B - RESIDENTIAL AREAS, EXPOSURE C - OPEN TERRAIN AREAS, EXPOSURE D -AREAS WITHIN 1500' OF OCEAN eir,w [ r t'� &ix""I.F u f , ?3i!.r .""f'� .a.. >i3''r� .4,1,1.,': T�'`. - •, VA aA of �1 tt asf Ui' •.iuiiii h nw ,3I 4 - (n , �. I 4 '}—I `.24:::,,c, �CL. "3's a. -. I.CE" ---A 7w� - wow il.3r w�yr J"! tl4 s FAC.: f� i1l.a - „j;› � 1 �:V. --* YL -C-.. 9,1,1.1,,"..' ..y- :r � ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS y.cr ew""M :3tr.:.> ii ' i j. "r..�'w r ,� 4r 'tea ..�1 x�. P 1�;Lk,,.�_a`.>:% .••... KAIJ MASSACHUSETTS • MICHIGAN MINNESOTA ,�� -In-ATT., fMt[t �e+,f._ ,;H�'��n, ,r'•• G:;;.:ri)c l� fftn "rr.,4y y6`'R''z j -°"' < w+tMnc!•' :f...wv:: f +n` +( Pre , L�_•nti loft-,�l„ ypRw ry �p� ul,.rTw.,w Mcvene NEW YORK NORTH CAROLINA NORTH DAKOTA ALABAMA of "`L':” pw. IOWA NEBRASKA rr INI�I+� KENTUCKY LOUISIANA NEW HAMPSHIRE ncironex • • OREGON PENNSYLVANIA PUERTO RICO RHODE TENNESSEE ¢„Gflt.� j4"T/'h WEST VIRGINIA FILE: ROFENGI2.CDR TEXAS WISCONSIN MAINE MARYLAND • •, • IONS 1 NEW JERSEY NEW MEXICO ir•, ISLAND SOUTH CAROLNA SOUTH DAKOTA WYOMING D.0 VIRGINIA MISSISSIPPI MISSOURI �.w _.+,1: �4 ,r OHIO OKLAHOMA NOTES: 1) ALUMINUM ALLOY FOR GLAZING BARS 15 6005 -15. 2) DEAD LOAD OF ROOF SYSTEM IS 7 PSF 3) ALL UNITS SHOWN ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN SEISMIC ZONE 4. 4) A LOCAL PROFESSIONAL ENGINEER SHOULD DETERMINE THE SITE SPECIFIC LOADING AND PERFORM ANY ADDITIONAL NECESSARY CALCULATIONS, WHICH MAY INCLUDE: MINIMUM DESIGN LOADS REOUIRED BY LOCAL MUNICIPALITIES, OR ANY DRIFTING OR UNBALANCED SNOW LOADS PRODUCED BY ADJACENT STRUCTURES. 5) THIS SUMMARY PERTAINSTO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO THE CONNECTIONS TO THE EXISTING STRUCTURE AND /ORANY NEW CONSTRUCTION. THE CONNECTIONS TO THE EXISTING AND /ORANY NEW CONSTRUCTION MUST BE ANALYZED ACCORDING TO CONDITIONS SPECIFIC TO EACH JOB, BY A LOCAL PROFESSIONAL ENGINEER. 6) ENGINEERS CERTIFICATION: I LAWRENCE FISCHER CERTIFYTHAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AM AREGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. 110 System 4E Sun & Stars (pg. rev. 07/01/02) SYSTEM 4E (3 IN 12 ) BW MODEL FRONT MUNTINS CURVE STRAIGHT LEG MUNTIN CENTER 1 31 11116 MUNTIN STICK FRONT MUNTIN ,�l� ©11-1© Jorimi EPDM ISOLATOR PADS FOUNDATION UNIT WIDTH ( PLUS 1/8 MINUS 318 ) SYSTEM 4E (3 IN 12 ) BW MODEL GABLE END MUNTINS BOTTOM OF GABLE TRAPEZOIDS ---NN UPPER GABLE MUNTIN LOWER GABLE MUNTIN DWG. #4E1502 9 -19 -01 67 FOUR SEASONS_ EMs- uN1Rt)oMS System 4E Sun & Stars (pg. rev. 07/01/02) 16" O.C. MAXIMUM HN2125 SCREWS 4 -CLIP BACKER ROD & CAULKING 4GCB GLZ. -CAP & -\ 4BC BTY. -CAP GLAZING TAPE 7/8 INSULATED GLAZING 5GT RIDGE TRIM CN4600R RIDGE CLIP 2 -PER BAR COUNTER FLASHING �. 4GR RIDGE CN4600R RIDGE CLIPS HN2125 #10 X 112 4 PER CLIP GLZ. -BAR (4HBA SHOWN) r-- H*2026 UNIT WIDTH ( PLUS 1/8 MINUS 318 ) SYSTEM 4E RIDGE SECTION DWG. #4EI506 -- -(FULL SCALE) 11 -1 -01 RIDGE ELEVATION AT GLZ. BAR ( HALF SCALE ) HDW10379 OR EQUAL (HOLES LOCATED & DRILLED BY INSTALLER ) HN2125 THRU RIDGE J TWO HDW10397 114 X 3 LAGS WITH WASHERS INTO STUDS 16" O.C. MAXIMUM (OR EQUIVALENT ) EXISTING STRUCTURE 71 " BLOCKING 4118 REF. WEEPS c SILL PLAN VIEW AT GLZ -BAR ( HALF SCALE ) GLAZING TAPE 5GT SILL TRIM 5/8 X 2 BLOCKING BELOW CN4600 SILL CLIPS 2 -PER GLZ -BAR \'- 3/8 FASTENERS GLAZING BAR HEAVY BAR SHOWN -- C.9 LL, UNIT WIDTH OR LENGTH ( PLUS 1/8 MINUS 318 ) SYSTEM 4E SILL SECTION ---- ( -F1JtL SCALE ) 518 X 2 BLOCKING AT FASTENERS CN10042 SILL SPLICES AT BUTT JOINTS FOUNDATION 318 DIA. FASTENERS 2 -PER BAR DWG. #4EI505 11 -1 -01 r Si7N tO+ »i1S System 4E Sun & Stars (pg. rev. 07/01/02) HN2125 #10 X 112 2 -PER CLIP INSULATED GLASS SETTING BLOCKS 4RSG AND GLAZING CHORD -\ 4GSL SILL WEEP HOLES EPDM ISOLATOR PADS SEALANT 70 IJB iEEiSD1�1S. (1E1E31.93 1V .001VI5 System 4E Sun & Stars (pg. rein. 07/01/02) ( -TOP OF CURVE GLASS PANEL 4GSC MUNTIN CAP BW GG TS MODELS XH MODELS START OF STRAIGHT ROOF LEG TYPICAL MUNTIN AT TOP OF CURVE STRAIGHT LEG OF CURVE GLAZING TAPE 4G5S SETTING BLOCKS N- 4GCM MUNTIN TYPICAL MUNTIN AT BOTTOM OF CURVE NOTE: MUNTIN HEIGHTS VARY BETWEEN MODELS, SEE SEPERATE DRAWINGS FOR MUNTIN STICK DIMENSIONS. TYPICAL ROOF MUNTIN ( WITH CAP ) ( SHOWN AT 14- DEGREE PITCH ) BACKER ROD CAULKING 4G5S SETTING BLOCKS TYPICAL ROOF MUNTIN ( NO CAP ) ( SHOWN AT 14- DEGREE PITCH ) HK1023 SETTING BLOCKS TYPICAL FRONT 1 GABLE MUNTIN SYSTEM 4E MUNTIN SECTIONS { FULL SCALE ) DWG. #4E1510 9 -20 -01 76 Li El - .7 rt5Eti IR System 4E Sun & Stars (pg. rev. 07/01/02) 4GGA GABLE ADD -ON GLASS POSITION VARIES WITH MODEL CG4001 BACKER ROD & CAULKING 7/8 INSULATED -� GABLE TRAPEZOID GLASS RKSNGL GLAZING CHORD CN6104 MULLION STRAP (AT TOPS OF MULLIONS ) 4 - H *2026 PER MULLION 718 INSULATED GLASS (30" WIDE ) 4GCB GLAZING CAPS HN2004 #10-24 X 1 112 4BC BEAUTY CAPS CN4201 THERMAL BUSHINGS RK5NGL GLAZING CHORD 1 7/8 INSULATED ROOF GLAZING ROOF GLAZING BAR (4GBA SHOWN ) HN2010 #10-24 X 1/2 SCREW 2 -PER R- ADAPTOR -J 4GMA GABLE MULLION CK4101REVERSE ADAPTOR HN2007 #10 -24 X 7/8 SCREW 1 -PER REVERSE - ADAPTOR H'2026 THRU STRAP INTO MULLIONS OR ROOF BARS 0 113 SCALE 4HMA HVY MULLION USED AS FOLLOWS ON EXTRA HIGH MODELS 13XH G3 -G4 ONLY 15XH G3 -G4 -G5 ONLY SYS 4E & 4ELGABLE ADD -ON & MULLION SECTIONS DWG. #4EI509 11 -20 -01 75 8001' FOUR SEASONS System 4E Sun & Stars (pg. rev. 07/01/02) — 36 5/8 O.C. 1 30 5/8 O.C. — 4GBA STANDARD GLAZING BAR DETAIL ! y/tAROC., r . . u .i'lsd rl X311141(J — 36 5/8 O.C. 30 5/8 O.C. — 4HBA HEAVY GLAZING BAR DETAIL 4BC BEAUTY CAP 4GCB GLZ. -CAP TYPICAL —� HN2004 GLZ. -CAP SCREWS #1D -24 X 11/2 RK5NGL GLAZING CHORD TYPICAL CN4201 THERMAL BUSHINGS TYPICAL 7/8 INSULATED GLASS TYPICAL ( 3D OR 36 WIDE ) Yr HN2080 1/4X11/4 SCREWS 4RSB RAFTER STIFFENER 1 r 1 4CR COVER — 36 518 0.C. 1 305/80.C. — 4GBA STANDARD GLAZING BAR DETAIL ( WITH RAFTER STIFFENER ) ( RAFTER STIFFENERS CAN ALSO BE USED WITH HEAVY BARS WHEN REQ'D. ) SYSTEM 4E GLAZING BAR DETAILS DWG. #4E1508 10 -3 -00 74 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS SI REVIEWED FOR COD CO LIANCE SPOKANE VALLEY BUI DIN DIVISION --`ik (7 t4 0 e-