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PERMIT 6539 Patio Enclosure 1701 Prospect Estates Dr 1999-04-29
TOWN OF ESTES PARK Building Department BUILDING PERMIT BUILDING ADDRESS “70//‘&25AFc7 ,Cs7mv 4f/4t. LegalDescriplion ,.;or Sc,/,tac,rcr tsnt’s Is. Valuation /9 9cC PID •S-3O O NAME /Qfl,Other 7 7C E MAILING ADDRESS /70/1os,’rr -yyS 4.e:/Certificate of Occupancy —— R PHONENUMBER Total S O?8’! NAME f’/ ADDRESS /7?3 E .$:?zt //jC PHONENUMBER /i.’jVV6’a li’0.2 /TOWNLICENSENO./79 TOWN LICENSE NO. _____________ Phone Number I.., 6539 C L E V. C 0 N T ft NAME — ADDRESS -ArcWDesi1Bgines’L //J..-z’cckt o C NAME ___________________ LO ADDRESS B.H. TOWN LICENSE NO. ___________ Name ‘‘‘,‘ Adoress TypeotConstruction I FR,II FR,II 1Hr., II N.II 1-Hr..Ill N,IV HT,V 1-Hr.,(V-N) ZONING INFORMATION Occupancy Group A,B,E,F,H,I,tl)5;U2 2.1,t3,,5,6,7 Front Yard Setback Zoning District BUREAU OFTHE CENSUS ITEM * CLASS OF WORK Side Yard Setback Alteration 7- Rear Yard Setback Demolish Addition I Repair Remove FLOOD PLAIN CHECK Approved AE•A/s -,y Disapproved UseofBuUding ,C4-,:’: Floor Area 27 ,rroffhflht 1st 2nd Garage Size of Building /‘,K Z /Height Maximum Occupancy Number of Families Comments Flood Zone: By ,-j*Date Z/97 r Number of Baths _½¾Full NumberofFloors_ •f No.Bedrooms Size of Lots / Number of Buildings Now on Lot I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances ana State Laws,regulating building construction and zoning. Permittee By QJ1-J ‘- Use of Buildings Now on Lot ‘1/(Lç/-,rfl7I2 Y ,f’9.’/:rA/CE / Certificate of Occupancy Number -,. -Budding Inspector By ,,:—1 The Building Departme9t will make every effort to prevent errors in your application and permit but cannot be responsible for your failure 19esniply IIIi !!H!lIAO:8II!I1 211121 HIP<—.4a—t.1 1-In Iuuu rII-.rII-I’..nrltr.I aa 2OCOOZC r -t,4. -4-2219 1:12II FROLI T6?7f Ette Park 0cm Peu TO 1339328E97i P.02 3P cS9 TOWN OF ESTES PARK BUILDING PERMIT APPLICATION 10k NEW CONSTRUCTION OR REMODEL Customer:Please.compicre area above red line and submit to Building Official. 1WVER PHONE DAfl Mailing Address .I.7O .. 1?ILD1NG ADDRESS/JOB SrrEfl’jL..R4L LL€Zth_2._---. Bock ___ -su,jJfscr’flmflfpa,j#3sa6YZ3OSV ENEk4LCaVPRACTORB//C FIWNE6 ThThng Address Z7fl__r ___ TOWN LICENSE CtLL9 . __YALUATJONLY,Y22 4?UJLDLP%G HEIGHT _OVERALL SQUARE FOOTAGE ____ -. (Baseinect VFioor_”2fldFIoor •PLLBLJCJYORKSDFSAR1MENT DATE ENGJNEFRING/Rrgh&of-Way Permit AMOUNT DUE .lit 1 Ou Rcrnrks _-_—__•.-._ WATER DEPARTMFNT AMOUNT DUE ___ Reniaks _______ Ap1irovd_ _____ —.-...-————--—-.. LIG1(L&pQWE&QPARfljLNT AMOUNTDUF... R.ema,ks — Approved . 44 COiWM7NSflJEVMS2PMThYflEfl.AMOI1AT DUE Rcmarks Approved.. TOTALOUF; 4.TOWN can Prior w the issuance uf asy Final lnspcction or Certificatc of Occupancy:(1)thcowner crgene!ktconuactor shall vrovidc the Town with an affidavit listing alL contractors who provided Iabr fiir cotistrueti,n,repair. and/or remodeling,and (2)all concracton listed on this Affidavit shidi obtain a usincs.License. TflT1I PC TOWN OF ESTES PARK MISCELLANEOUS PERMIT 970-586-5331,ext.3402 or ext.3408 (For small plumbing,mechanical,roofing jobs not requiring plans) JOB STREET ADDRESS: 17o I /45>c7 /c/c2?s Jir LEGAL DESCRIPTION: )),C.sbdCr iT/4 PARCEL ID#:33qi3oso nI.,.JOWNERNAME:Coy C7 LC /Cc 5_S OWNER MAILING ADDRESS: )7’//o5af(-V j.b Aj %Y L f-4-s /c /$Z)5i 7 Town State Zip OWNER TELEPHONE #:(2261 5 2ç 37L CONJRACTOR NAME://o tklClo,5LV(S,/k’C. 11) TOWN BUSINESS LICENSE #:If CONTRACTOR MAILING ADDRESS: /7)3 C/‘v Town State Zip CONTRACTOR PHONE #:(331 38’-} DESCRIPTION OF WORK: 4’-7 e,V) .c/c ? v- The Building Department will make every effort to prevent errors in your Application and Permit,but cannot be responsible for your failure to comply with all Building,Zoning and other applicable Codes. I hereby acknowledge that I have read this Application and state that the above is correct and •agree to comply with all Town Ordinances and State Laws,regulating building construction and •zoning.,// C Date M Date FOR OFFICE USE ONLY Type of Construction: I-FR H-FR ill-HR 11-N ifi 1-HR rn-N IV HT V 1-HR V-N Occupancy Group A.B,E,F,H,I,M,R,5,U Division 1,2,2.1,3,4,5,6,7 Census Bureau #: ________ Valuation of Work: Building Permit Fee: Larimer County Tax: TOTAL FEES DUE: S S S S CLASS OF WORK: ALTERATION REPAIR Valuation of Work:$/,‘//1 t’. Building Official Signature Date Revised:August 31,1998 Buildng\forms\misc_per.wpd Irmitóe Signature APR—07—99 WED 16:20 ROCKY MOUNTAIN PHARMACY 303 586 0455 P.01 41710: Date:April 4,1999 To:Corey and [arnie Pass Re:New Construction Plans for Sun Room Addition to Existing Residence at 1701ProspectEstatesDrive The Covenants for the Third Filing of Prospect Estates Subdivision covering Lots 15through37imposeseveralrestrictionsonnewconstniction.The following have beenreviewedbytheArchitecturalControlCommittee: Chai-acteristic cgjernent Review i.Height 32 11,max.I Story--plan approved 2,Footprint 1350 sq.fi,mlii.Not Applicable 3.Living Area 1400 sq.fi,miii.Not Applicable 4.Roofing Fire-safe,no wood Tiles (per CP comments on 03/27/99--if not shake shingles see requirements)--plan approved 5.Color Approved by ACC Same as house color--plan approved 6.Construction Approved by ACC Plan dated 03/02/99 reviewed on Plans 03/27/99--plan approved The requirements have been satisfied. Good luck with your construction plans. Steven F.Lindberg Chairman,Architectural Control Committee APPROX.TRUSS WEIGHT:145.7 POUNDS LATERAL BRACING: TOP CHORD -CONTINUOUS 9TH CHORD -CONTINUOUS ONE BRACE -E-H TRUSS SPACING 24.0 IN. LOAD CASE il LUN8ER STRESS INCREASE:150¾ PLATE STRESS INCREASE:15.04 LOADING LIVE DEAD (PSF} TOP CUD 40.0 10.0 9TH CR0 0.0 10.0 TOTAL 40.0 20.0 60.0 SUPPORT CRITERIA .3?TYPE NORZ VER?WIDTH LBS LBS IN-SX A PIN 2 2105 3-8 C HORZ RLR 0 2106 3- LEFT RIGHT HEEL OIN -45K OIN -45K MEMSR CS!P(LBS)HeiST M@2ND TOP CHORDS A-I 0.36 3361 C 2112 —2471 1-0 0.38 3049 C 2471 —2441 C-B 0.33 2086 C 2441 -1603 B-H 0.25 2094 C 1636 -1817 H-,)0.53 5886 C 1817 -229 3-K 0.68 5879 C 229 1.979 K-C 0.97 6260 C -1979 -5107 BOTTOM CHORDS A-F 0.43 3005 T 518 —989 F-E 0.39 2435 T 989 -1144 E-D 0.61 3029 T 2003 2227 0-C 0.79 5707 T 1556 -1070 WEBS I-F —476 C F-a —612 T G-E =845 C B—E —1403 T S-H 1707 C H-D =1488 T D-J J4kC 0-K •2600 DL+LL DEFt -0.80”IN E-D LL 0EFL •0.47’C BRO-SPAt4/360 DL.LL HORS •0.37”’A?C SPAN/DElL (DLi-LL)—474 PLATING CONFORMS TO TPI. (1080 ER-4994) PLATE VALUES WITH ROB9INS VALUES BASED THIS FILE IS PR340 PLATES -20 GAUGE LOCK GRIPPING 503-248 PSI PER PAIR INCLUDES 15.0k INCREASE TENSION 1339-465 I’Ll PER PAIR SHEAR 794-506 PLI PER PAIR JT TYPE PLATE SIZE K I A 2015 5.00 K 8.00 4.8 3.5 B 3001 5.00 K 5.00 CTR CTR C 2101 5.00 1(10.00 8,4 3.3 D 6093 8.00 X10.00 5.0 3.5 E 5170 5.00 flOOD 3.3 CTR F 1010 3.00 X 4.00 CTR CTR a ioio 3.00 K 4.00 CTR Cm H IO1OR 6.00 K 6.00 2.5 1.5 I 1001 2.00 K 4.00 CTR CTR .3 1001 2.00 K 4.00 CTR CTR K 1001 2.00 K 4,00 CTR Cr14 NOTES: 1.TRUSSES MANUFACTURED BY - DAKOTA CRAFT/TRUSS CRAFT 2.ANALYSIS CONFORMS TO USC (ANSI/TPI 1-1995). 3.EMPIRICAL ANALOG IS USED. 4.DESIGN INCLUDES CHECK FOR 10 PSP NON-CONCURRENT LIVE LOAD ON BOTTOM CHORD. 5.WIND LOADS -UBC,1988 EDITH TRUSS IS DESIGNED AS A MAIN WND-FORCE RES SYSTEM WIND SPEED -90 MPH MEAN ROOF HEIGHT -25’ EXPOSURE CATEGORY -C OCCUPANCY CATEGORY -1 6.BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CONNECTIDN WHICH ALLOWS 0.37 UICHES OF BORE.MOVEMENT AT JOINT C 7.PREVENT TRUSS ROTATION AT ALL ‘BEARING LOCATIONS. 8.FASTEN TRUSS TO BRO A FOR 85 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRO. 9.FASTEN TRUSS To URG C FOR 84 LBS OP UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT 01 WALL OR BRG. ‘FABRICATOR NOTES: l.A seal on this drawing indicates aCceptance of professional engineering responsib±1ty solely for the truss compor.ent design. 2 Suitability and use of this component for any building, all permanent lateral and building bracing,and truss-to-building connections are the responsibility of the building designer,per ANSI/TPI 1.Section 2.ISa.HIS-fl for temporary bracing recommendations and Building Plans for permanent bracing requirements. 16.2OUII1:19AMjDAKOTA CRAFTJGS 2 3 10600 6 2 0000 2 000 0 l-ll-02Dt I JQB 5810—P ___L40358ZZA P2’ 5x5 B SL 17-07-05 HO 4-03 ,qpfl as )x4 9-3.0/%c”Zf BC 00 N 5x10Z 15-09-DO 15-09-12 I 15-09-00 7—08-06 31-06-00 c-I 7—11-14 Unistar -- RUN DATE: Cs I TOP 0.97 9TH 0.79 ‘lBS 0.88 REPETITIVE Version 40.0.312 2 -15—01 SIZE LUMBER 1.1512 2K 4 SPF-2100 2400 2X 4 SPF-210D 2400 21(4 SPF-f42 1510 MEt%BER STRESS USED. MAY BE VERIFIED MANUFACTURING. ON GROSS AREA, R -PLATE IS ROTATED BY 90 DEG APPROX.TRUSS WEIGHT:142.6 POUNDS LATERAL BRACING: TOP CHORD -CONT:NUOUS BUM CHORD -CONTINCOUS ONE BRACE -E-I TRUSS SPACING -24.0 UI. LOAD CASE iii LUMBER STRESS INCREASE:15.0% PLATE STRESS INCREASE:15.0% LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 2114 CaD o.o 10.0 TOTAL 40.0 2D.0 60.0 SUPPORT CRITERIA JT TYPE MORE VERT WIDTH LaS LBS IN-SI A PIN 1 2105 3-8 C HORZ RLR 0 2105 3-8 LEFT RIGHT HEEL 0!N -45X DIN .45K MEMER CS P(LBS)M@15T M42ND TOP CHORDS A-S 0.36 3412 C 1014 -2293 S-Il 0.42 3052 C 2293 -2926 H-B 0,40 2292 C 2926 -1609 B—I 0.34 1911 C 917 —2555 I-J 0.88 5585 C 2555 -1115 J-C 0.95 6205 C 111$-4950 BOTTOM CHORDS A-F 0.44 3052 7 969 -441 F-E 0.40 2466 T 441 -1175 E-D 0.61 3032 T 1964 1783 D—C 0.84 5697 T 1991 -1183 WEBS 0-1 474 C F-H H-F 800 C E-B S-I —1841 C I—D D-J •570 C DL+LL DElL •0.57”IN E-D LL DEFI,-0.49’c BRG-SPANI36O DL.LL MORE -0.39’AT C SPAN/DEFL (DL.LL)=434 PLATING CONFORMS TO TPI. (ICBO ER-4994) PLATE VALUES MAY BC VERIFIED WITH ROBEINS MANUFACTURING. VALUES BASED ON GROSS AREA. THIS FILE IS PR34Q PLATES -20 GAUGE LOCK GRIPPING 503-248 PSI PER PAIR INCLUDES 15.0%INCREASE TENSION 1339-465 PLI PER PAIR SHEAR 784-506 Pt!PER PAIR NOTES: 1.TRUSSES MANUFACTURED BY - DAKOTA CRAFT/TRUSS CRAFT 2.ANALYSIS CONFORMS TO USC (ANSI/TPI 1-1995)- 3.EMPIRICAL ANALOG IS USED. 4,DESIGN INCLUDES’CHECK FOR 10 PSF NON-CONCURRENT LIVE LOAD ON BOTTOM CHORD. 5.WIND LOADS -UBC,1988 EDITN TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIN)SPEED -9D MPH MEAN ROOF HEIGHT -25’ EXPOSURE CATEGORY -C OCCUPANCY CATEGORY -1 6.BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CONNECTION WHICH ALLOWS 0.39 INCHES OF HORZ.MOvEMENT AT JOINT C 7.PREVENT TRUSS ROTATION AT ALIt BEARING L,OCATIONS. 8.FASTEN TRUSS TO BRG A FOR 85 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9.FASTEN TRUSS TO ERG C FOR 84 LBS OF UPLIFT, WHILE PERMITTING ND UPWARD MOVEMENT OF NALL OR 980. FABRICATOR NOTES: l.A seal on this drawing indiCates acCeptanCe of professional engineering responsibility solely for the truss component design. 2.Suitability and use of this component for any building, all permanent lateral and building bracing,and truss-to-building connections are the responeibility of the building designer,per ANSI/Tn 1.Section 2. 3.5cc HIB-91 for temporary bracing recommendations and Building Plans for permanent bracing requirements. 4.16.2UOi.-Iil 9AMI—WDAKOTACRAFINGS ,6cA5236OO 62000020000 2-01-140I 5x5 B JOB 5810P 2 MARX 40358ZZA .. SL 17-07-OS HO 4-03 3x4 0 TC( DCI 8x10 15-09—00 13-11-12 I 15-09-00 8—07-06 8—10—14 31—06—DO UniStar -- RUN DATE: CS I TO?0.95 aTM 0.84 WBS 0.95 REPETITIVE Version 40.0,212 2-15-01 SIZE LUWBER 1.15fl 2X 4 SPF-2100 2400 21 4 SPF-210D 2400 2’X 4 SPF-H2 1510 ME1BER STRESS USED. JT TYPE A’2015 B 3001 C 2101 D 6093 S 5093 F 1010 0 1001 H 1010 I 101CR J 1001 PLATE SIZE 5.00 K 8.00 5.00 1 SOD 5-00 110.00 8.00 1(10.00 8.00 X10.OO 3.00 I 4.00 2.00 K 4.00 3.OD K 4,00 6.00 K 6.00 2.00 X 4.00 I Y 4.8 3.5 CTR CTR 8.4 3.3 5.0 3.5 4.0 2.5 CTR CTR CTR CTR CTR CTR 2.6 2.5 Cm CTR R •PLATE IS ROTATED BY 90 DEG —537 T —1519 T —3220 7 a A s-in IOULJo snr4Hc.cIscI’t I .OWa OLoo °r To: Company: Fax number. Business phone: From: Fax number: Business phone: Date &Time: Pages: Re: •__MODUS :MANAGEMENT •4890 South Jelkscn S&eet •Denver,Colorado 80123 S C (303)932-8698 (303)932-8628 %/3/fr /?o,pec/fM 6; 7cc •,C a/t i (CuC/one / •fl / 4 L/-tu-/ /‘4 n’I ,r tee k *4 //&c/1)/y I-II ii __________ Y5 438 ?n. -.•aS ••,•.•.—.-.---•..•••———.-a..— ‘p ‘p —LU — a -% /M p , z o v e , i i- c - f ? f Ma i M . CL A D FO A M O8 f WI 6e 4 l l & ½ TO WS G 4 XI a i/ C Ta t ? . RM 6 l’ f M I 3 D M LU I T a) J’ f l y w fr i . L. 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OH I O ‘4 0 5 6 (l a s ) . 4 e 8 — o 7 0 0 LU (2 1 0 ) 5 6 7 — 4 2 9 7 _j _ ’ r o o t i n o P. r oc o l Co n c r . 1 . or Wo o d fl o c ’ Se c U o r /‘ T N C: 3 ’ /1 .1 Fo o t i n g Pa r oc o l Co d . Se c t i o n 4N 7- 2 / 2) — 4. ’ ” i/ S 4. 6 1/ 3 0 0 . ’ . Cr 4 3a 0 0 0 t ‘D e t a i l .‘ T N ‘J O — / (4 ) 4’ . - “ SO C Sc , . r. a e e a ’ o .‘ o e - ,4 2) Le o . rd . I il l ti e - 14 . i2 ) — 4 N ’ ” O c S c . 0 T. ii . A 3 ( e n r , i I 4 . E’ a a - d e 0 fl o a ’ _ (2 ) — - ’ , e . s / r o I 3 , ’ C L 0 . / ( La - n Gd . /1 ra o p . 61 Ga n g I n g IJ . a /4 ’ 5 • 3’ Li f l 5/ A ’ S Na t e . ’ 2a n q h . . — Sa e 1 i , , ’ . j 4) _ 4! • /2 ’ I (i S . . fN • 1 55 5 6 Sc , . . . , In ‘n a e I 48 lE E et a . . . MO tS P (2 ) Le a a Ed . (2 ) Er (3 d . De t a i l i7 ’ Lq . La g Ic ’ . — . “I ’ ‘l e a /4 • 1, 4 . Q— , . — . t •r e ’ . O ’ . IM O ta - c — a . 11 . . ’ . , ’ . 21 m £e S c , 4 m c On c e , . I ‘. d. . h . , . At Ca . g I a g ST h * /4 ’ 0 • 3’ IS l e /2 ’ I SC A L E : NO N E DR A W N : MA D DA T El II / 12 / 9 3 RE V I S I O N S AP P R O V E D Y, __ _ _ _ _ _ _ _ Jn l / 7- / - 1 6 / 7 SI G N A T U R E P. C . RE G . NO . DA T E AL L — V I E W R0 O ) 4 S PC I EN G I N E E R I N G — SE C 1 1 O N ‘7 SH E d : 2 I/ f 10 < So i t n n / sl o g g n n o • it ac . Rn c f Pn n . i L. . . l . * t t Sf r u c t a a Si l o n n , Sn ó o o f ml be n o d w ki p Co p fo n i/ f In c so . - . e it ac cI i To p . I’ ‘f i r Co . , t h ’ o . th n * , n Mq I . on Co o . R. q o l r i t ii ” #0 n 1 ‘0 < Sc , . . . In t o Sh . o t h i n , q <I n n T/ ” P t I/ f Lç N1 o n An o t o n . ‘l i p — f ’ . or Cn o t c n t . n i in t o ca n e r . , . nt o a or &a . m. d . . st - _ I sI _ 1/ 4 ’ Ro o f RO I I I I O Do o r Mt rr n m l , q . Ro o f Pn n & t: .4 8 n I/ f 10 < 5c r . . . . I 0 co d , 1— t e t n i . 8 ti c o o l n b . S Di d i of Ho o f e r (i t S. C . fo e I/ f 15 X 5 . r . n n ’ A I E. , . , / N I\ ! Si l t o r n Sn o l o t i no d <k i l t to n q k n Po p ’ co p 01 0 1 me n u De t a i l Q 5k — Se o w o (0 t h 5. S i/ f To t Sc , w n . 1 0 He w e r . /l l S Ho o f e r Lo c o 1 n cr 4 28 1 / 3 P< k . On O w n , Ho n o n , & Ho a r La c 0 0 0 i __ _ _ _ _ _ _ .0 2 4 ’ 30 0 5 - 9 1 1 1 4 Mn . . Ta t 7/ I t 0. 5 . a . Ta O S (O p t i n o o n I ) f0 n T. 10 < So , , . . 0 If Ot n o i k i d Th I n k o . . . to o l Pn r I1 > I n n I ) ‘M o r p H , . , —R o o m De t a i l Sn . , <I n c Fm n i o n ç De t a i l 1/ f 0 1 0 i/ i t Co n o l n o n o o “f l ’ • , - , n ’ o± c, no \ on Co o . On o o l , . . Mn l n o n n lo l l . \f l C I o n l n c In p o #8 < I/ f 10 < Sc o t - e S It C. 4 1 1 7 Si e r m n I Co p __ _ _ _ _ _ _ _ or 0 7 S. C . _j _ J . j _ j - Od R o n , 5c c , Un i t fl ’ n n n l n y De t a i l De t a i l // Eh Ro r n o o t SI t . n q In Ho n . . o r y // / / / , fo n if t .. to —E’ p ’ 0 00 . 01 1 d m . no d ta t t o o . . Oa t h 84 . 1 on , o o m e it s. c 5• 4 • On e o< to O l ’ , 1 Do n ’ Un i t De t a i l De t a i l ii An 08 p * O d De t a i l NO T E : Th e pl a n s , el e v a t i o n s , se c t i o n s an d de t a i l s co n t a i n e d he r e i n ar e in ac c o r d a n c e wi t h nf o r r n a , i o n co n t a i n e d in 8 Pr o d u c t En g i n e e r i n g Ma n u a l an ‘M I — V i e w ’ Th r e e Se a s o n Ro o m C as pu b l i s h e a by Pa t i o En c l o s u r e s . In c . , Ma c e d o n i a , Oh i o . Li m i t a t i o n s fa r pr o d u c t us o 9 e ar e co n t a i n e d in sa i d ‘P r o d u c t En g i n e e r i n g Ma n u o r . Se e in d i v i d u a l jo b su b m i t t a l fo r sp e c i f i c pr o j e c t i o n s , un i t wi d t h s an d wa l l he i g h t s . GE N E R A L ST R U C T U R A L DE T A I L S FO R PE I “A L L — V I E W TH R E E SE A S O N RO O M S NO T E : De i c l i , on th i s sh o e s cm , al t o In se c t I o n 50 0 ot th e ‘A l l — V i e w Ro o m , En g I n e e r I n g Mo n u o r 72 0 EA s T OI I C H U N D P. O . Bo x 10 8 0 MA C E D O N I A . OH I O .4 4 0 5 6 (2 1 0 ) 4 6 8 0 7 0 0 md x (l i t ) 45 7 — 4 2 9 7 SC A L E : NO N E DR A W N : MA D j DA T E : 11 / 1 2 / 9 3 RE V I S I O N S AP P R O V E D BY : 74 z? 2 3 1 / , /- 7 SI G N A T U R E P. C . BE G . NO . DA T E AL J r V I E W RO O M S <7 — / ;. y g PE I EN G I N E E R I N G — SE C T I O N 17 SH E E T : 3 / Ea t s a s a .w , , ma . . —n l0 . , ar t t j / r, . Sa m Sc . . , / sa n . Se c i u r e Ij — /. . (5 ) (u m a p 5€ (2 St Po t e t (2 ( ea c ‘- t e a m Co . y m u C i t na ( . Ta T. De t a i cm MO T h he p. a n s . el e v a t i o n s , se c i i c n s an ei 2 i i s co n j o i n e d he r 0 i / di e in ac c o r d a n c e wi t ’ in l o r ’ — a t i o r co n t a i n e d Pr o d u c t Er . o i n e . n n a Ma n u a l on ‘A I — V . e w ’ Th r e a Se a s o n Po o m s ’ as ou o 1 i s h e d by Pa t i o En c ! o s u r e s . In c . . kA o c e c o r i o . Dh ’ o . im i t a t i o n s (o r ro u C t J! C 9 e or e co n oi n e o in sc i d ‘r c d u c t En g i n e e r i n g io n u o r . Se e md . v , d u c i jo b su o n i t t o l fo r so e c : f i c pr o j e c t i o n s . un i t wi d t h s on o wa i l he i g h t s . De t a i l ,‘ T N -t (5 ) — # 1/ 2 ’ 10 < Su m . . (4 ) Ea c h 51 4 • (2 ) - 0 15 0 < 50 . . . II . • S Ec u ) , 54 . u0 I d . P5 c m / E. t a d Ae r . . u e 0< . 7 (N o l sh o o m ) (‘ q va i l . . ) — - 1) wo o d 4. 4 . 5. 5 . 0’ (2 ) — 2x 4 ’ . \j 5) 5. 5 Ea t u c e d Mu i W m n . I J (c c , E, t t j c . 4 au n t . t0 < e 9. u m ) 3) CO m c P Pe a t .7 11 3 To t . (f u r ts h s t au n t . Pi d Se a m ) De t a i l De t a i l 12 Vi e w At - Vi e w A - Se a n , La c t Ea t d d . d Mc W 4 O L n — wo o d (N a t Dt u . n ) — bo o S a d .P d bi i u c u Ou S K I 04 As e y WW .4 bô t u — l 1/ 7 . ca . , . a h . . 00 Cc m . . u h i u , . E, i c r d w (4 ) — f e • V ID C • &n n — I F 4. u wo o d pe a t ta , , o o h (2 ) Ea c h I i / sm v Ti Be n . h o u . t De t a i l I’ ) — #1 0 • 2’ wa c a Se n . . tu h t Wo o d 25 SM S c c , d 4. 5. 0 . . . , . E, S t Si u d & Po s t (t , s ) • Ea b L S& u c l u . . + Pl a n . Sa m . . La c i t u c . ht , , d . c Mi n , b ’ , n i I. Wo o d 5 Sh o u t ) (4 ) - #0 3b p o o o u r b , 1 (4 ) — #1 0 2’ WO a d Sc m . 2) — 2, 4 . . La h O n t a. b. o u * . 4 ea c i S. c t g . 4 y Is Cc c , , 11 . ,. 1 . Q cu b , 1T )2 5 S W o u d . N I. ) (4 ) : . PS d . Sw u m 14 c a t a i . Er t v d . 4 Mu n ’ t f t u j m / a* o u d ( N c t S t u . , ( W 2, 5 ic u c u c a . , . I, Ca , Cu i , m n . S /2 ’ L4 , (4 ) - /E 7 t Z . f l Sl , u c n t r . (4 ) — fI t u 2’ wo c . Su n . . /C • 5’ La . Ic c Sa m . . (M o We e d • 1/ i 0 5’ 14 - 14 < Sn . o u/ bc • I — St — — bt S ‘a t . . 0. . . ‘S ‘S Se a . Eo o O ’ t () - #8 t 1 0 C S c n . . 4 _ 4 - r . ’ , (4 ) — 1/ S S u /t L D. 4 . — . 0t (4 - 7 ’ eu S ’ t L c ç S c f n . SW W. o d De t a i l ii i _ _ / or it ’ 6c 4 . d . (I ) 2f 10 Sa o s . .1 Le n . A, 55 0 . . . Ma So S 2, 4 2, 4 To le t De t a i l 13 (‘ 7 . GE N E R A L ST R U C T U R A L DE T A I L S FO R PE I °A L L — V ? E v C TH R E E SE A S O N RO O M S HO Y t : D. t o l I s on th i s ap i n t or . <I . e In no t i o n 50 0 of Ph . AI 1 — V I t w Ro o m . tr i g I n . . r i n Ma n u a l ’ 72 0 EA S T HI G H L A N D RO A D P. O . BO X 18 8 • UA C E O C H I A . OH I O 44 0 5 6 (S 1 i ) 4 0 8 . — 0 7 0 0 ‘0 3 i2 1 , ) 4 6 7 4 2 9 7 SC A L E : Pl a N t DR A W ) ) : MA O DA T E : RE V I S I O N S A7 %o ; ?5 39 / 7- / - 9 d / GN A T I J R E FE . PE G . NO . DA T E AL L — V i E W RO O M S PC I EN G I N E Z M N G — SE c T i O N 17 SH E E t : 4 Tr a n s o m WT t h o u t 1 x3 Tu b e re , . .t — e .X SV , . d CO * . 41 0 t IC C Se t . - , a it ac . S_ s s. — , Ix ’ .r _ Sc . . , t, ‘c . t . - . 5 Ii — . r, , . Sc w 3, 6 Si * . q 0. ’ U. S LN . I 5, e . ” ) ec . . rn se q I— , . - - . t, De c , A. S . r sr c . s “S c U (N e s pc . , ) Tr a n s o n , Wi t h 1x 3 Tu b e Gl a s s Kn e e w a l l Ga n g i n g , G— C a p s Gl a s s Kn e e w a l l Ga n g i n g , En a n d e r s GE N E R A L ST R U C T U R A L DE T A I L S ro PE I AL L — V I E W TH R E E SE A S O N RO O M S NO T E : De t a i l s on th i s •h . . t ar e al s o In .. d I o n 50 0 of lb . Al l — V I e w Ro o m s En g l n . . r l n q Mo n u o r 2) — 6 I 15 K 0 II OC . Se c i Be * . e n Ve t . N— — Tc , Mt . , AP P R O V E D BY : __ _ _ _ _ _ _ 30 2 3 w 7- / - 9 g SI G N A 1 I J R E P. S . 55 0 . HO . DA T E AL k V I E W RO O M S Sl j . t v . S ,. S. . 1½ 5 w 1 c 1 As c i e . 0 it D. C . Ec o n , , OA e d ’ T c < S Se - . ma n *c I a - /C 0 I T ti . Le t Sa W s bt St u d s . U” /e S L. : o i 4 Le t oj e d a •. t —. — el a De t a i l 7T h , I 1- (3 f r •e I OC Sc . . . cc , We d Me t e , . At 1( 14 5 1 c M 44 /2 ’ 10 5 Sc i . . . . to c h Si c . m’ s we , i— c n :r oX . •e t d ’ a xl . C. . < ._ . — De t a i l ,T h N le e c h it ft —. — R_ pe t 44 • I/ I TO e Se 1 ’ . ct h Se t - Th e e Cc ’ . - Pt le t . —C h a , a li / F Si d . Rd Ce c Cc , 2i Sc Se c t 5S c —Cn P, . yO c 4i 4 1 Vc e t c # . lI w e s e ” SN ’ S st e _ n S’ s c . Ss d e w Oe Se , . . , S if l. a Sc , . , .F c t , Se . . — . . - it t ‘s c c , . F. . . . . hu e s Ne ’ . sr q Ic e , nt 4e 5 SN t . t l f _ _, e, 2c c Se , — w< M fl u s i Ml (N o t SN , . , ) De t a i l r De t a i l 44 • 1/ 2 i Sc . . . • Tt h (2 ) Fa . S I. — 1: ’ • I • PS “/ 6 0. 5 . s S. — l. 4 t . , Cs t i . n . SM V e , r sn q l L Se c 5’ . 44 • I/ f 10 5 Sc . . . Ta Es c A So c a. * , q Ce . Si t S. F . . . , M. , , b , , , t’ r V9 Pt I i . i Ce , St e F, , RV i . , q 0e c lA d S AN . ’ . 44 . I/ I Di St t . f l C T Ec u . — 2) E, o & V . . / e. c £u . a . . d . , (2 - 44 • r 4 Sn Ec . Si c . — — —NT C 4 Th t e Se e d S Th e e — s d C— tM l ’ . q at e , Lf r d t rm n - a ’ q — Gl a s s Kn e e w a l l (o r Sl i d i n g Un i t ) Be l o w Sl i d i n g Un i t NO T E : Th e pl a n s . el e v a t i o n s . se c t i o n s an d de t a i l s co n t a i n e d he r e i n or e in ac c o r d a n c e wi t h in f o r m a t i o n co n t a i n e d in Pr o d u c t En g i n e e r i n g Ma n u a l on MI — V i e w Th r e e Se a s o n Ro o m s a. pu b l i s h e d by Pa t i o En c l o s u r e s . In c . . Ma c e d o n i a . Oh i o . li m i t a t i o n s fo r pr o d u c t us a g e ar e co n t a i n e d in sa i d ‘P r o d u c t En g i n e e r i n g Ma n u o f ’ . Se e in d i v i d u a l jo b su b m i t t a l fo r sp e c i f i c pr a j e c U c n s . un i t wi d t h s an d wa l l he i g h t s . SC A L E : 72 0 LA S T HI G H L A N D lO A D P. O . BO X 15 6 • MA c E D O N I A , 01 4 1 0 44 0 5 6 51 1 4 ) 4 5 8 — 0 7 0 0 Mx (l i t ) 4 6 7 — 4 2 9 7 NO N E RE V I S I O N S DR A W N : ‘3 MA D DA T E : II / 52 / 9 3 PE I EN G I N E E R I N G — SE C T I O N 17 I SH E E T : SI To t 0o 4 . g 00 0 1 Un ’ Ab e . •1 4 ’ i/ I ’ SD Sc . . . •l r a . C E , a t w . • qg . n 4 Mf l l 0 0 0 S Ir 00 . . s. c . . , .. • 3/ C •J /4 0 0 1 I/ C L4 . s. % . . - . I h a’ a I . bo a tr - . 3a n d w i c h Pa n e l Kr , e e w a l L ao 4 q . 5T S I I J C T U I W . sL I M S FO e Pa 4. L — t Th e a A5 4 Mo l t b. th h b& I 00 — bn os d o n 5 It I— M— M • O Ro o . n . Eo q b w l ” q 14 0 n S EA S T 15 N L N 4 0 OD P. 0 - 50 3 Ie & Lc 4 * oI •4 8 (2 1 0 ) 44 1 0 5 0 0 FA X (2 1 1 ) ao 7 — 4 2 5 7 Ea v e Fa s c i a Mo u n t 0 Eo v e Re v e r s e Mo u n t / — St , . 4 Sl n n ft xl ‘I t •r Lo o t . 4 I* ± P. r Sk l l 5 M Ea d i • 11 1 1 l ra 0 . Fr o m ow o t Tf l (T h A w sd . 0$ 10 . d m Aa . . w . b b o ) Gl a s s Ro o f Pa n e l Cr o s s — S e c t i o n —e o r n (2 ) - ’ 8 x r/ t Ia ’ . . . 2 (s o b (? p i I4 . o d w 0, , 0 1 r %. . to o d o n , ) Gl a s s Ro o f Pa n e l Cr o s s — S e c t i o n Re a d e r Re d Gl a s s Ro o f Pa n e l Cr a s s — S e c t i o n NO T E : Th e pl a n s , el e v a t i o n s . se c t i o n s an d de t a i l s co n t a i n e d he r e i n ar e in ac c o r d a n c e wi t h in f o r m a t i o n co n t a i n e d in ‘P r o d u c t En g i n e e r i n g Ma n u a l on ‘A l l — M e w ’ Th r e e Se a s o n Ro o m s ° as pu b l i s h e d by Pa t i o En c ! o s u r e , . In c . , Ma c e d o n i a . Oh i o . Li m i t a t i o n s fo r pr o d u c t us a g e ar e co n t a i n e d in sa i d ‘P r a d u c t En g i n e e r i n g Ma n u a l ” . Se e in d i v i d u a l jo b su b m i t t a l fo r sp e c i f i c pr a j e c t i o n s . un i t wi d t h s an d wa l l he i g h t s , SC A L E JA R . oA t t : fl A W Ot t __ _ _ _ _ _ _ _ _ _ t2 35 1 / 7- / -9 / so A q o n Pt RE C . 00 - 00 1 5 M- ’ t t # le Hn n a e r FS DO S l G — TI 0 W I?