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HomeMy WebLinkAbout2001-P04117 - addn/remodel/repair ORONO PERMIT CITY OF Permit Number: 2750 Kelley Parkway - PO Box 66 P04117 Crystal'Bay, Minnesota 55323 Permit Type: Addition/Remodel/Repair (952) 249-4600 Date Issued: 8/16/2001 SITE ADDRESS: 4765 Watertown Rd MAPLE PLAIN,MN 55359 PID: 31-118-23-22-0002 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Other Census Code 434 Permit Class: Building Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Solarium-Residential DETAILS: Approved per resolution#: Separate permits required: Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 335.25 Valuation: $ 20,497.00 Plan Review Fee: $ 217.88 State Surcharge Fee: $ 10.25 TOTAL FEE: $ 563.38 APPLICANT: Patio Enclosures,Inc. OWNER: DENNIS GENE ESTERLY 2123 Old Highway 8 4765 WATERTOWN RD New Brighton,MN 55112 MAPLE PLAIN MN 55359 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. • APPLICANT PERMITEE SIGNATURE IS SUED BY SIGNATURE Conies: 1-File(Si&nitures Required). 1-Applicant. 1-Monthly Reports. 1-Assessinc. 1-Finance Page 1 e Total Fee: $ 54 3. 3 b' Date Received: 7-A "' Entered By: 197 Permit#: ACS // i CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER r C TRACT JOB SITE ADDRESS: ii 7(c'J i,(,)a ✓`ij],C,1 eczck ZIP: S 3T`i NAME OF OWNER: I ata E3 r(Li PHONE: (home) 'k - x,75.- 11,67) (work) MAILING ADDRESS: Li 7(.75- 1,becl rkJi ii) / , CITY: rvy)(,) ZIP: --5.-33-7 CONTRACTOR: r)a. i) Cmc f act rv's -ai2c . PHONE: (c,".;/ - Co 3 t- 1/ t) CONTACT PERSON: in p yo k t� MOBILE/PAGER: MAILING ADDRESS:...iia_., C 4 /1i,%c/ . .0 LO CITY: 4�1, A!ii hit ZIP: 's s t)a STATE LICENSE: # /c4; 7 4% ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION# TYPE OF WORK: New Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe indetail): (,1-t)ict,c!( c 3 '(1_3,ry-) L'_:ic,toSt.cc_t 0)\--i',) (t i1 c 6 (Sin <<1� l l a c/i /,f' STORIES: 2-- SQ. FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $ c-;2 )i .-/Ci 7 G?U I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance wi the approved plan.APPLICANT'S SIGNATURE: j f/ ,t/ DATE: '7 J2OJ0/ ! I NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. ‘t Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)whether he may refuse or is legally required to supply the requested data; (c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue may place the notice reauired under this subdivision in the individual income tax or property tax refund jnstructions instead of on those forms. Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires, shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time, he shall so inform the individual,and may have an additional five days within which to comply with the request, excluding Saturdays,Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04(available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Address City State Zip Phone I understand my rights as stated above. 7-�J Signature 6 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: 41.765 CAM i eR OwN /24,40 PAD: DESCRIPTION OF WORK: 3 s enev oev Voc1.c..(4 ZONING REVIEW BY: ,. DATE APPROVED: 7- u -01 BUILDING REVIEW BY: MEMlei DATE APPROVED: 1•Z-6-cs) FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes t/' No PLAN REVIEW Yes No SEWER CONNECTION STATE SURCHARGE Yes No WA LER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No S1'1'EINSPECTION Number of SACUnits OTHER (specify) ZONING CHECK LIST Zoning District: Fire Department: Post Office: School District: `G � Lot Area: Sq.ft. Acres Width Depth G�A Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front (Lake): 21 2%°' + Right Side: \b 0' i' Rear (Street): 140' + Left Side: gCD' ± Adjacent Structures: A-t-mc(¢`� Wetland: N (A Building Height: Def. Hgt. O NV_ Peak Hgt. Lot Coverage: /Y.O. . Grading: Staff Approval Date: — By: Council Approval Date: Septic: Staff Approval Date: — By: Zoning File: # — Resolution: # Resolution Date: Shoreland District: Nt2 Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 • BUILDING REVIEW CHECK LIST UBC: R-3 CONSTRUCTION TYPE: \/t Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ Zc�,'{51 ""' Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection g Septic Sewer Connection Framing Fireplace Lawn Irrigation • Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) Final Grading/Filling pC Electrical (State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 8 1.1 DATE TIME CITY OF ORONO CALLED IN INSPECTION N97I9�// �-7 SCHEDULED /b.l' �( 3 ')° PERMIT NO. ,,/ff-71,47 `T / COMPLETED / 7'�'�t 3- `90 ADDRESS 7 ��>�� w7L- OWNER t a f < r2 (X CONTR. fa-t-CC ��t' yL .9��• - TELEPHONE NO. ('S ( 3 1 / I C C' .;•-• D N 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS " 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ILI 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL �} 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTORTOMEETYOU: YES NO cd) COMMENTS: cc W 0 c O cc W O WCC ' YIORK SATISFACTORY:PROCEED 111PROJECT COMPLETE ▪ ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. -tom( �'L" White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTESCHEDULED / �S l'3 C0 .'1 PERMIT NO. /' C/// ._COMPLETED 16-25--0/ /: 36) /7( ADDRESS �1' / �y 5 � ��'`?4� OWNER J CONTR. /2/t) I ' - TELEPHONE NO. ( / t L' 3 //0 C DESCRIPTION 7wtf.-/1/,t-" l �( A-L eO 5 r 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cc a `2/Z C C)ve CC O CC O L CC Q W W /ORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contract?!on site: • Inspector. (4 White Copy/Inspector's File Canary Copy/Site Notice / CITY OF ORONO CALLED IN DATE TIME INSPECTIO pT SCHEDULED 3—_ _ PERMIT NO!CI / 7 C MPLETED / /... 0 ADDRESS 1.47 ," (A) Ov YL OWNER , -z ( CONTR. 1" 1U'A-n-661;24-4-102-1 TELEPHONE NO. _S/ 3 ( _ // c) (-9 DESCRIPTION lU 01 FOOTING / 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS " 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL <---- OWNERICONTRACTOR TO MEET YOU: YES_NO CI• COMMENTS: CC W Q. CC 0 CC 0 Q. Li CC Q 12 W Z W CC IQYORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑_ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contror on site: Inspector. Ct,!/�S White Copylinspector's File Canary Copy/Site Notice . _ • N \-- „AI .16111ari ---... . , , , . Lir, I lit „ lc mg. if:ilLE nig ii 1 fi ! i :ii I it IMMIni 1121211u mill I iI10111111 SIMI lariA1111.1 NM :. i _ i: lim irlinami i! IlailliallifinfallallallOU iii mum' 110110111111111KNIIIIIallyliii ix 16.1:10 i 11,111111_112LIE-, _ I... t 1 _.'. - I . ilaji... it : ; 111 i 1111, i2,1 11!1111 t Wilt' _ Iliii -i-1-1''' • ' ' " '.• ' • ' " ...A.! . 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I. All*VIEW WOW OfOLIZE IJ COLO . ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE EriC018111 NC. 4165 AfEETOWLI Lltts OEMO, Al. 55351 s Z. LOWIr OLICLOW12 OJ 1•4001FIE0 NU CY 1:7.g.1. DUPLICATION OF THIS DRAWING IN ANY FORM IS 0'7/12/01 -50Z0. kio 14AT, Pl..UMBILA, X ELSGTEIGAL r9.6.1. NOT PERMITTED WITHOUT THE EXPRESSED SCALE 2123 OLD HIGHWAY a N.W. 952-415 4. 0.6. TO 64AO i; LOCA1i01.1 TO tg 001i641k160. WRITTEN CONSENT OF PATIO ENCLOSURES, INC. NEW BRIGHTON. MN. 55112 JOB NO. 1/4" 0 il-0" (S51)631-1100 VIZI b.. - ‘firalph„... „), L. _. .. . _ , - 1 ..__________ ,,. 1 ., i i I , ,___. .._ - in '�� pi - 3" ALUM. GLAD FOAM 200E 9" ALUM. L.LAO FOAM 20OF i EXI61IIJ6 51-r� 1 MPE21t0 6LA66 1EM0'E2E0 6LA44 - EXI51IiJ6 .r.� y� 4,,/ e ,, . _ _ �,� UJIf6 W/SGZEEIJ UIJIf6 W/6G2EBJ6 ' 6-8 C_1-,- -b tEMPt12E0 GLASS # I r- - ICIJEEWALL ' , '"' - - M00 -IED DECK ��-Y ` ' �. . si.fl 5XI6fI116 LAfJ01IJ6 t: STEPS W/NAU102AILS rV. 1\4 1 h HI� 1 L___l J l A—WALL ELEVAtIOL C.—WALL ELEVATION 64Et 2 OF 5 DRAWN UOr THIS DRAWING IS THE PROPERTY OF PATIO I.S. 0. 4 G. 56'1 ELY I. ALL-VIEW WOWOfOUZE LU GOL02. ENCLOSURES, INC. All RIGHTS RESERVED. DATE IMC. 4165 WATEZ rOWN Eg. 2. GOL161ZJGf EUGL04U2E Oki MODIFIED DECK ?Y P.E.I. DUPUCATION OF THIS DRAWING IN ANY FORM IS cri/12/01 OQOIJO, MIJ. 55351 3. tJo NEAT, PwNIQIIJG, Of FL&Lf2IGAL er 0.8.1. NOT PERMITTED WITHOUT THE EXPRESSED 95Z-415-10W 4. 0.6. 1.0 6QADE; LOGAiIOtJ f0 OE OOMMIIJEO, SCALE 2123 OLD HIGHWAY a N.W. WRITTEN CONSENT OF PATIO ENCLOSURES, INC. „ NEW BRIGHTON, MN. 351.12 JOB NO. i/4 =3 ; 4 (161)631-1100 2aZ7 • 2X8 LEQ t BOAC FASTENED TO EXI61ILJ6 HOUSE WALL W/MIU. (2) 3/8" OIA. x 3 1/2" LOU6 6ALVAUIZEO LA66 W/WAS41ef 02 LA66 W/ 6MIELO6 (P02 MA50URY) 4 16" O.G. AG2066 LEIJ61M 0P LEO6&R. LA66 & X i S t I u G4NALL PROVIDE MIIJ. 11/21 EMOEOMEAIt IUTO &X16TI1.16 FfAMI1.16. 1 611060141 U26.2 OIL. LAL UG JOlst NAU6E2S; tYP. 3'-10 �� LAAIOIIJG i \ ' . r 6IMP+�01J 1J26 JOI'Sr NAU6EE6; VP. GUM 4 F2ONr) , &XI6T1U6 (2) P.T. WOO GAE!IOE BEAM 10' (UM DV() A P.t. 2X6 JOI3f r� d 16" O.G. __ _ _ _ / DBL. P.T. 2X8 :0016:: a t c-wau=-_, -, ---.= .-2K----,,i=_-_. =_- =- '..' :::..- '-='.itiii -_ -_ --, T �- L.- � 6X64UPP02T 42" D66P X IZ" WIDE FLAW ro 5 5 5 5 20" COUG. POOTIU6; TYP. 7 PL. (O A 061.. P.T. 2X8 NEA0E2 (A00 (I) 234) GOVEe PLOO2 W/3/4" PLYWOOD 3/4" PLYW000 b OE�IC PLArJ W/&ALV. J01St NAAJ6g2.6 I" - (Z) 2X8 140A0EQ SGALE I/b"•I'-0" 6X6 'UPPOEI POS' • . 42" DEEP X It" WIDE .A2E0 t0 llaNO: r' 314" i. • ; . 20" GOV.. f0011k6 - ALL LUMBE2 TO aE P[E EVATIVE TEEA110 611. N 2 6LA06 04 2E1'11E2. - ',%101.0 VEE1Pf SHOWU OW yl.pSPEGIF!GAtlOiJs W6. 3N&Ft 3 OF 3 ._.....L....._ • DRAWN ...��` 1-- I',8" ---1 THIS DRAWING IS THE PROPERTY OF PATIO I.S. P a 0. t G. E6TEai,Y ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE E1rCLOSIAIES INC. 4%S WATEQTOWU QO. SEGTIOU A-A DUPLICATION OF THIS DRAWING IN ANY FORM IS 01/12/01 ® GW JO, MU. 55359 S In" -O" NOT PERMITTED WITHOUT THE EXPRESSED sc�LE 21 Z3 OLD HIGHWAY 8 N.W. 952-415-3020 WRITTEN CONSENT OF PATIO ENCLOSURES, INC. NEW BRIGHTON, MN. 55112 1/4" 0 I'-0" (•st)s3II—> 1OO J06 No. Z9Z7 • 50' 10.8` 5X16111.16 PQOP. 10' 05GY E1.1GL. � 5X161 . 1.10t165 50' 50' /32 0 2 0' V E A D. 4 G. E�St521.Y 6ITE �.A1J 4765 WATEttOwl.1 Q0. •StALg lust& 00k0, MIL 55359 t} ' 3 yrs T - r © © shown li4 , �/ Note: Where f , �� .;' Hots: Where shown, quipOPP. 0Q © ©�,7 Required w/ Transom \ 6 0 .._....),_ ,, , "�" " ` . , ��� , ,7 Required w/ Transom _ OPP. \ . ; le 10 9 9 9 9 4 OPP. . 4 a• ,..4 er> ink itair 01 �,11 As> 1 �, o P. L^�� A. 0a-P. 1` Ur itel WI WO 0 _ 0 . 0 0 .- 0 'CD I 1,,, © l gh 'NW7- <Nip 0,_i %sr 9 9 \ sigArk OPP. te `� cur /�, OPP. niii Single Slope Roof Enclosure Plan View Gable Roof Enclosure Plan View z Nota• Where � shown, Note: Where 8 shown. Note: Where � shown. Note: Where e shown, '� �� p. a 3 Required w/ Transom -7 Required w/ Transom �3' Required w/ Transom �0 e Required w/ Transom d 0 110 ®rs_pe i Ark AtEkSigi 1 SIF Aga Inik 1 IIOe) ....„, orrit,.......,,_,,,- . _________-i___________, AI 1--- :116-7-Tak ilk Ilo. 1 1 J . _jrii, r i . J. . e le I OPP. _1i _Ii "A" & " C" Wall Elevafiion " B" Wall Elevation9 "A" & "C" Wall Elevation 9 " B" Wall Elevation 9 9 GENERAL STRUCTURAL DETAILS FCR PEI "ALL—VIEW' THREE SEASON ROOMS NOTE: Details on this sheet are also In section 500 of the 'A11-View Rooms Engineering Mannar MI 7 Q 720 EAST HIGHLAND ROAD A i ENCLOSURES INC. P.O. BOX 136 • MACEDONIA, OHIO 44297 056 ' Pative : Typical ® ms)468-0700 FAX 4Varies ; • � pF c�qt�. NONE l DRAWN: MAD DATE: 11/12/93111 �� g e 'W ,;�bY cet �y tY:at thin plan, s f i� c or report arae prepared b� t 1/isioNS 1 or lard r :z �'-rec; sizparvisiort and 11.1s6 I a:a n c't:y: -.7.F.-7,4 star ed Professional APPROVEE BY: ,/ Concrete or Wood Floor Erwinee�: °.r.(:ar the lava of the state i ye/5..24.1-P, S -,1 1/ kNY /-�j` ;X /2�/g`"l- - .. .,• >.. .`. of i� .nzs. ta. SIGNATURE •� P.E. REG. NO. DATE Footing Per Local Code— Foot(ng Per Local Code _ / i ^e ALL-VIEW ROOMS ,fes r4. .._-- SeCtiOn SeCtlOnel / 3•Qbia ENGINEERING - SECTION 17 1 SHEET: 1 I r 11: 4 r"q tzHVIT7'; ti`s S`,f,,,A.,r' ,i.q, x,,,7-�.'1 z t,,V, - +��s x 'YZ.. .� 2 Required • Non—Bearing.Wail t 4-r h fv ® ® eeqq Q i ' m • Mchoii — 4 Required O Bearing Wall #8 x 1/2' TEK Serowe • Top"' 1 and Bottom Each Side �� �� Expander 0 Floor 1 1/ Ofe Staggered• Intermediate 0.C. me "• � � �eM B © Min #8 x gl/2 TEK Screws O and 1 Up k Dawn From Handle ' View A rizr TE49 Both Sides , ' Ali Typical _ I41 --;1;__ OP-PA- Alb Expander • Floor Varie: 1I•�.� Expander Si Floor I 5� x 1/r TE3C Serowe • eat • 1 1 Y mi.. -141-1)-2" Min. j j Ridge Beam r `' I/ ,I AV ¢e x 1/2' TEK Screws a Tape -O- l "61- ak 11F _ Comer Po IIIIIIIIb lir #8 X 1/2' TEK Screws O Top, (2) Anchors (Typical) •nging Between Units 1/3 Up do 1/3 Down Bottom; Both Sides #8 x 1' TIX Screws 0 Top, ' 1/3Up & 1/3Dawn, andBottom Concrete or Wood Floor Concrete or Wood Floor Detail C1 Detail 2 7- 7— Footing Per Local Code Footing Per Local Code Anchors • Ganging: U . 1/4' 0 x 3' Lg. Log Screws w/ Washers into Wood Use 1/4' 0 x 1 1/4 Lg. Drive—Pin Anchors Into Concrete Anchors At Ganging Section a Section Use 1/4 x T Lag Screws Into Wood �i Into • Inter nediete Uro,#10 x 3/4" Hex Head into Wood Use 1/4 0 x 1 1/4" Lg. Drive—Pin Anchors Into Concrete Use 1/4' 0 x 1 1/4 Lg. Drive—Pin Anchors Into Concrete ( ) # 1/2ws. 2 Required O Non—Bearing Wail Post — 4x4, 4x6. 6x6, or (2) 2x4', (Wood) (4) #8 x 1/Y TEK Screws, 1x3 Tuba 4 8 x ' TEIC Scre (2) Each Side Anchors — 4 Required O Boating Wall Notched A. Required To Fit In Expander 3x3 Extruded Aluminum Post (2) Each Side 2) #8 x 1" TEX Strew,, 1x3 Tube (4) #a x r TEK Screws. 2) #8 x r TEK Screws. Expander 0 Floor T. AI, & B Each Side Expander 0 Floor (2) Each Side Expander O Floor T, M, do B Each Side (2)— 1' x 4' x 1/8" x I 3/4 Lg. #8 x 1/2" TEK Screws O (2)— 1" x 4 x 1/5 x 1 3/4' Lg. (2)— 1" x 4 x 1/6' x 1 3/4 Lg. (1) Each Side `Anchors, 4 Required Total. Top ,lc Bottom Each Side (1) Each Side Anchors, 4 Required Total, (1) Each Side Anchors, 4 Required Total. 1 (2) Each Side Expander O Floor (2) Each Side (2) Each Side rpt : al". 4.1.1111111111 ==-=Ms ill 113 ! -, Mill 1r min.Ail- .i Notch Ganging As Required imped 11=11 Lill um L;3101L. 4— 8 x 1 Z• TEK Serowe, (2)—#8 x i/Z• TEK Screws Ganging Between Unit: (2)— #8 x 1' TEK Screws O Hatch Ganging As Required To Install j8 TEK Screws And Clip ( ) / 0 Top. Middle. & Bottom Each Side T. U. & B Each Side (4)— #8 x 1' TEK Screws, To Install #8 TEX Screws And Clip (4)- #8 x 1/2' TEK Screws, (2) Each Side (2) Each Side (2) Each Side Corner Post, Notched To Fit Expander Detail et Detail lip Detail fit Detail 7— Anchors At Ganging Anchors At Ganging Anchors At Ganging Anchors At Ganging Use 1/4 0 x 3' Lag Screws into Wood Use 1/4 3' 1/4" 0 0 x Lag Screws Into Wood Use x 3' Lg. Lag Screws Into Wood Use 1/4 0 x 3' Lag Screws Into Wood Use 1/4 0 x 1 1/4 Lg. Drive-Pin Anchors Into Concrete Use 1/4 0 x 1 1 4 Lg. Drive-Pin Anchors Into Concrete Use 1/4 U 0 x 1 1/4' Lg. Drive-Pin Anchors into Concrete ,e 1/4 0 x 1 1/4 Lg. Drive—Pin Anchors Into Concrete -- GENERAL STRUCTURAL DETAILS FOR PE! "ALL—VIEW' THREE SEASON ROOMS Flashing Structural Silicone Sealant NOTE: Detail: on this sheet are also in section 500 of the 'All—View Rooms Engineering Manuar Anchors • 16' O. Tab/Hanger Assembly 720 EAST HIGHLAND ROAD #8 x 1/2' TEK Screws, `\ EHCLOSURES1NC, P.O. BOX 136 • MACEDONIA. OHIO 44056 (5) Per Co L \, Length; (3 into Panel.\ ® (216)468-0700 FAX (116)467-4297 2 Into I—Beam Connecting Panels) Sbvcturnl Silicone Sealant `� o. NOTE: hg -3b .' :,esti*y t at this iSRdISIP sp b�fE DRAWN: MAD DATE: 11/12/93 .�, ` ,(• ;:�. EXi,tir,g Stnrab,ne i c,3 t i o'1, or r e a c r t x a 3 P-a O a r e a �� -: .• The plans, elevations, sections and details contained herein are 1 '}=: r, �;;;: � \ in accordance with information contained in "Product Engineering or sr ��' c.tea; s"Per°`' - R akii that ..-'• `':'., =. Manual on 'All—View' Three Season Rooms" as published by Patio _ 2.1::.-1. ;u1�7 Rs;istered P:cge�agO ftDa9 - ,.. .•— " Enclosures, Inc., Macedonia, Ohio. Limitations for product usage 3' under the lavers o C o at� "Product „r.gin� �r Roof Panel are contained in said Engineering Manual". See individual �� // O/ job submittal for specific projections, unit widths and wall heights. °f �'- neso�s. ` O Jr/ E. REj7 2 9�- 1 emay. Siding / SIGNATURE P.E. REG. NO. DATE Detaii e If Necessary . ` / 1 7.i;2 � ,,, ALL—VIEW ROOMS Anchoru Use 1/4' 0 x 3' Lg. Lag Screws Into Studs l .TT i S 010 Us. 1/4 % Lags w/ Lag Shields Into Concrete Block or Bride Si,Y2.-'l - " '" PEl' ENGINEERING — SECTION 17 , SHEET: 2 ,� �::u a +^ R,v = _ 1 „? , . Wl.ST3:. fit"i- 7'T.,y71 t''rt r1�rt0.1-i�`^' .. m+e.+w�+.:., ,-..• fie .,..+ ...r-r..k.:. tY l-, � Ott ' . a -1• t res? - • fdp -. (3) Per 38" Length `.tr . 2 into I—Beam Connecting Panel. Tae) tt /it l r t''- • Structural =cone Sealant ll sN ; ! ; tss. Roof Panel fa x 1/2" TM Screws Roof Panel Sta ered 0 16' O.C. f8 x 1/2' TEK Screws, 2 0 Hanger. Roof Panel 992 • Header Location. and IffiginStructural Silicone Sealant 2 • 1/3 Pte. Between Hanger & Each Sid. of I—Beam Header Location 0 Top (Typical) n. Sealant Structural Silico .024' 3105—H174 Num., T&8 Fascia ��� x 1/Y TEK Sawa. (3) Per111, l 36 Length (3 Into Panel, 2 fs x 1/2" TE( ScrewsAtEnda, Structural Silicon. Sealant Structural �cg, . Sealant NUMBENIELINIIMMOSIUM 7/16 OS 8., T38 (Optiona) Into l—Beam Connecting Panels) and U Canging fa x 1/2' nu( Sam, 1 • Panel 1x3 Expander • 9 Structural Silicon. Sealant. Each I—Beam, • Midpoints. f 8 x 1/2' TEKScrews O 16 O.C. Glazing Tope 1-3 PCF EPS 1/4" Bead I II I • Ends of Header (til O.C.) Aluminum I—Beam 1/2' x 1' x 1/16 Continuo - Aluminum Angle1/8' DS or as Code Requires Nominal ThicknessWing Panel Y Roof Panel (Typical) Roiling Door Unit Framing Header Assembly _ fa x Y TEK scrawa • 17 o.c. 42, f Detailfa, Detail Detail fp Detail 4? I cod Ridge Beam Size and # Members as Required Aluminum Flashing As Required Remove Siding Aa Necessary Structural Silicone Sealant 1/5" ELS. Glass, or j ////. 1 x 6 La Screws Hering p 1/2' x 1' x 1/16 Continuous I as Code Requires c Shim As Required / 9 Aluminum Angie / , / O 16 O.C. Glazing Tape �� Flashin• I/ Staggered O Opposite sides fa x 1/D TEK Screws • 16 O.C. Glazing Cap f8 x 1/2" TEK Screws O Q in Tab & Hanger Assembly •`'I�-'; 118 x 1/Y TEK Screw:, / Top, Middle. and Bottom, Typ. Both Sides ` 1 `4 (5) Every 36: (3 rtta F �� 'H' I Bath Sides - ors • 18' O.C_ '' , '[•: Panel, (2) Into I—Beam iii '14' /� Connecting Panels), fel x 1' TEK Screws O 12 O.C. �� 9 Silicone S.alorrt ► YP. Skis Rel Of RoIGn Door Unit i Tfax 1" TEK screws Roiling Door Unit Framing • 12' O.C. Rolling Door Unit Framing Detail e itrilt&B, Roof Pared Aluminum Flashing As Required Detailfa, Detail Use 1/ x ,' 1 i s. Nylon into Sheathing , T Use , 0 x „ 2' ' ap—►r, Detail a Equivalent (trio Concrete Block or Brick. el, GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW' THREE SEASON ROOMS Wood Ridge Beam NOTE: Details on this sheet are also in section 500 of the 'All—View Rooms Engineering Manual" Size and f Members as Required Aluminum Flashing As Required Structural Silicone Sealant 720 EAST HIGHLAND ROAD / Fla:hin• 1/4" x3' Lag Screws ENGLOSURES,INC. ® (2O)4 8X0700 186 • MACEDONIA. OHIO 44056 z15)467 297 • 16 O.C. Tab • Hanger Assembly Staggered • Opposite Sides Type Both sides Ty 6. le x 1/t TEK Screws, sALE: NONE DRAWN: MAD DATE: 11/12/93 , y- x r t;y��.t this len, 1D ,aa NOTE: I2ioreb'] Jr"iL� �,•r m� strvalural I i [` (5Pan (Zvery 3ruto3l iBeam v i t1` , v :r'h u r t a's 3 2 e p 3 r e9 d Silicone Sealant ►— ' `� Cot,n,ctlny panel,), The plans, elevations, sections and details contained herein fit " t� -,a�oT�iaion as`li A ONS yp. in accordance with information contained in "Product EngineeFrigg-111. " U=re?� ' .:. ti Tera, T Manual on 'All—View' Three Season Rooms" as published byt Ratios. di..1' iT'3S;31;.8red P`Gie531cr , PROVEJ BY: Enclosures, Inc., Macedonia, Ohio. Limitations for product u*ngk ;oar under �^e laws of the St• ' are contained in said Product Engineering Manual . See ind`rvjt usher,Sora• ,/ � //'i /'IO/' 1/ 0/?4- Root Panel job submittal for specific projections, unit widths and wall Re?ighti: SIGNATURE P.E. REG. NO. DATE ) Aluminum Flashing ' / As Required Detail ),,,C 8 ALL—VIEW ROOMS L:./. y- - PEI ENGINEERING — SECTION 17 I SHEET: 3 s `-� -It,•-- iRidge Beam Location. Wood.(Not Shown) Ridge Beam Location, Extruded Aluminum (Nat Shown) • a r Extruded Ridge Beam Assembly .-....% Hanger Assembly (Typ. Both Siders) Structural Silicone Sealant 111.11111111111 Extruded Aluminum Ridge Beam ,•- Hangar Assembly Silicone� iii, � L ..4.11.....:**-, , . (TYe. Both Skiers) Structural Silicone Sealant remove Portion temaveg Portion Stuvctural r Iof Ridge Beam Iof Ridge Boom =con* Seal• 1, - • I if Nece.sa 1 d N•�O� IIIIIIIIIIIZI oaf Panel #a z 1/Y TEK Screws, (4) - # x 1' TEK Screws. O O (a) - #a x 1' TEK screws. (� Ery 3� (2) Each Side (4) Each Side IliI (3 Into Renal. (2) Into 1-Beam pan 2x3 Exder, or Corner Column, Corner Post-711 i 1 Connecting Panels). T&B, Tr. "H", 1/2 Lg. Removed Intl Rom �e Roof Pan. #a x 1/2' TEK Screws. (5) Every 36' L -I (3 Into Panel(2) Into I-Beam _ Past: 4x4, 4x6, 6x6, IIII (4) - #10 x 2" Wood Screws Post 3x3 x 1/6' Extruded Aluminum, Connecting Panels). Tae. Typ. or (2) 2x4's or Corner Post w/ 1x3 Tube Detail e, Detail . Detail 4,2, Detail )2 .View A View A7- Ridge Beam. Extruded Aluminum or 'dge Beam Location, Extruded Aluminum RBeam Location. ed Aluminum or Wood Wood (Not Shown) or Wood (Nat Shown) Extru Ridge idge Nobe Cut Away Rill of ExlslSng Furors Ridge Seam Location, Extruded (Not Shown) Joist Hanger Wood Screws. As Required and ReplaceAfter - / Aluminum or Wood (Not Shown) (6)- 1/4' x 1 1/Y Lg. Lags Completion Of Connection !/ 2x3 Expander. or (4) #a x 1" TEK 5 O Corner Column, 3 1/Z' Lg. (2) Each S3 7x3 Expander, or (4)-fa x 1' TEK Screws 4x4 Wood Post, Connect yy Corner Column, 3' Lg. Underside of Roof 2) Each Side _ Securely To Bandboard (4) - #10 x Y wood Scre /(2)- 2x4's, Length as Required (Haight Voriec) — — / (8)- #a x 1/2- TEK /Y ' yy nnect Securely To Collar Ti. TEK Straws Panel Cap O O (4)- #10 x Y Wood Screws 1/ O°Each Stilt.Chin 3nSt da d Collar lex (2) 2x6 Wood, 4} Each Side 5-P-r Constr. Grade 1 ( osk 2x4, Between Exist { I.1 I e 1 i 1) Wood p Stud # Post (Typ) 1 I I I 11 4x4, 4x6, 6x6, or (2)- 2x4's 4)-#a x 1' TEK Screws. Exist Wood;2x Bandboard I•I I•I I•I 2) 3x3 Extruded Aluminum O1 0 (2) Each Side •( I`•I JI•I (2)- 2TEK Sacre.r: '4 iii (for Extruded Alum. Ridge Beam) \ / i I I Stud. 0 Existing House 1 1 i Mil T, M, lc B Each Side 3) Corner Post w/ 1x3 Tuba /Existing 1b• f I (for Extruded Mum. Ridge Beam) Wood 2x Bandboard O Existing Structure Attach (1) 2x6 To House r/ Loge At Shown And Nail 2nd,2x6 To 1st Detail Detail Detail41, Detail e View B -- , GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW" THREE SEASON ROOMS Ridge Beam Location, Extruded Aluminum or Wood (Not Shown) NOTE: Details on this sheet are also In section 500 of the •A11-View Rooms Engineering Manual 2x3 Expander, or Comer Column, 3 1/2' Lg. x4 Wood Post 720 EAST HIGHLAND ROAD (4)— #b x 1" TEK Screws. Connect to Exacting Structure �``L05'u�s',INC. P.O. BOX 18b • MACEDONIA. OHIO 44056 (2) Each Side w/ Mahon O 11!• 0.C. ® (211)468-0700 FAX (216)4b7-4297 (4)- #10 x Y Wood Straws 1/4' x3' Lg Log screws Into Wood ii t/4' 0 x T Lg. Lag Screws w/ log SCALE: NONE DRAWN: MAD DATE: 11/12/93 Shield. Into Concrete Block or Brick NOTE: 1 t' )',^04:': ; 11.1 a �,'••_\t_ 1.i::.1 plan, i'p iCi- Noteh Post To Fit Inside Expander The plans, elevations, sections and details contained herein are , `` rel.�3� j TM:.'.-.6 p:ep.lr�d hT s tREVISIONS in accordance with information contained in "Product EnginerYg�'' ' ` (4)- #a x Y TEx Screws. 2x3 ExPe�t1dor, or " A'`� (2) Each Side comer Column, 3 t/Y Lg. Manual on 'All—View' Three Season Rooms as published Doti <",> 1'j st, ?ry i s t on and ' OVED BY: Enclosures, Inc., Macedonia, Ohio. Limitations for product ustiage, &ui AL 1 a.�t'4^d Profess i ora . - of; are contained in said "Product Engineering Manual". See indivuducL �3er he laws oP the Stayer • . = / //J�/ d /q0/13 2- (4) - 1/4' 0 x 1 1/4' t,; Drive-Pin job submittal for specific projections, unit widths and wall ghfs. � SIGNATURE P.E. REG. NO. Anchors Into Concrete y-i t't-t'i''-� ?t 4, _ (4) - 1/4' 0x3' Lg. Lag Screws • Into Wood i e Detail _ : _- �'� .. 9/`J ,- s>r ,I aoPE,A ENGINEERING — SECTION 17 'Mt e".• ' K o.1 b L 3 d L Ter . • ri 1 J •• ., 7 T` t /.it at -.,F""` rim `wpp- .-2 err 4' hL:F`ka t fF fitr�t ti'cY . 4.0 t er l 1,.,t S r4 T, R ,,i,` ;moi ' ' ',f; it4-4,-N.„ Anchon s 'F 't1;1.7-1.6-4' • As Needed (2)- Won Anchors Into C.B. or Br f-( anrrl (2) - ja x 1" TEK Screws • "if Height Silicone Seal• (3)- fax 1' TIX screws Into Wood Ridge Beam Post X • e- C:cr` Anchors At 'I( Height f f e x 1/2' TEC Sows. Each Side et141111111111111 � Silicone Seal., �/r Thru Wall Expander Into 'H'-Channel �1 r Roof Panel • Notch to Fit' \ 14/F Side Rail 11111111 Staggered Anchors • 15" Expan 0.0. Wall der 'H'-Channel Inside Corner Post Er. 11111%11111111111% ' otehhifilill fax 1/2- TEK Screw. Each Side Expander (Modified) \• Struc4,r. Thru Comer Post Into 'H'-channel Remove Siding if Y Cut CornerPost At Roof Pitch An Anchors- Anchors At ir O.C. Use 1/4' 0 x r Lg. Lag Screws Into Studs. Use 1/4Corner Lags & Lag Shields Into Anchone Post Concrete Block or Brick Nylon Anchors Into C.B. or Br. #3 x 1' TEK Screws Into Wood Detail iii? Detail illk Detail ep Detail 4/0 EXTERIOR fe x 1/2" TEK Screws • Glass Width Member, Transom Unit TIB Each Side Glass Width Member. Transom Unit (2) Expanders Strvctura! Silicone ••• Trt10 x 2. TEK Screws • 1fr 0.0. Floor Expander #10 x 2' TEC Scows • 18 O.C. . 1 #8 x 1/2' TEK Screws • Top & Bottom �e e� Structural Silicone Seale Seaknt Between U . IIII 1x3 Tube I + Each Side Screen Width Member, Top Master Frome Member, Screen Width Member. Top Master Frame Member,ili (2) all Screen Unit Sliding Door Unit Frame Screen Unit SAdnq Door Unit Frame axing Tape 1I I!�� +•res+++ (Not Shown) Glace Top Rag Member. (Not Shown) ( ,..._ Top Rail Member, I ME/ /� 1 Rolling Door Unit J Rolling Door Unit 1/2' x 1' x 1/16* 1/3- DS. Glass, or Code Requires — Glass Width Member. Glass Width Member. Continuous Aluminum Angle, (2)- #8 x 1' TEI( Screws T..: Side Rails For Gina Kneewall Faxed Glass Unit Fixed Glass Unit Each Side fa x 1/2' TEK Screws Tad3. Each Side • Each Side Window Below (Not Shown) (Not Shown) Glazing Cop Structural Silicone Sealant INTERIOR Transom Without 1x3 Tube Transom With 1x3 Tube Glass Kneewall Ganging, G—Caps Glass Kneewall Ganging, Expanders GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW' THREE SEASON ROOMS NOTE: Details on this sheet are also in section 500 of the "All—View Rooms Engineering Manual" Seal Between Members /SAi For Rolling Door Unit Above e // Mph 1x3 ExpanderExpander720 EAST HIGHLAND ROAD 1''"1b.0 Each Side •iisai (2)- #8 x 1/2' TEK Screws I ENCLOSURES P.O. BOX 186 • MACEDONIA, OHIO 4-4056 Panel C.• law Staggered • 13' 0.C. r ® (215)463-4700 FAX (216)467-4297 (2)- fa x 1' TEK Screws Struc SealantSCALE: NONE DRAWN: MAD DATE: 11/12/93 • 12' o.C. �! 1x3 Tube NOTE: i, , 9 D O C . Seal Between Members i.-, t.; • t Y: t Y•i 4 Plan/ I Special Tempered Glass The plans, elevations, sections and details cotained herein are ;n•.,r � r�a prepared byrt EViSIONS Top Master From` in accordance with information contained in "Product Engineerilit� ) . - >, Rotting Door Unit Framing I, Manual on 'All—View' Three Season Rooms' as pubtishe4;by,.Patior�.`„f t I i • a .' •-1. 1 ". "s'a`e'_''a 3 ii77: i- r sr.. ^ter 7`. ,, -,:. /. / Existing Roof Shingles / Existing Roof Shingles z> M 1,.g ' i lii nw c Sheathing --- -,;..1'4,1,.' - Aluminum Flashing Under Shingle Vie V4' TSTI For Rolling Door Unit Above Gap Flashing a at,"Pra -NN ff f yi Aluminum Flashing Under Shingles Existing Joist i' JP ". "If Necessary Shaathiny i 1/4 Lag Saws Into Existing Joists Size Spacing Varies rotfx' 7 ". : :.".' Structural Silicon. Sealant y �o #a x 1/2" TEX Screws .. r.i. 1/4' La Screws. Through 04 r • 1if O.0 Each Side •'.'• . Tab/Hanger Assembly 1.1,----..ie/ Fwda Into Existing Joists _ •..- --.•.,;—•. Str1lCtrYOI Silicone Sealant a x 1 2" ILK Sore Mtn. 1 1/Y =— *:.•-••••;;••••••:..I: #2 Into Each 1-Beam 4 i Existing Rafter Tab/Hanger Anembly 116hErnb.dm.rtt _ID Connecting Panels ` (Size # Spacings #a x 1/2" Tac Screws, •_ .� Ti 2i' Varies) Into Each _ Existing Bearing i°- Structural Silicone Sealant Structural Sealant CFa �l ' Em•edm.nt ZConnecting Panels Ne►1-, g Wall Expondr • Floor -::0••••••:••:, o� , Structural Silicone Sealant , ,. #a x 1/Y TEK Screw: '} t`9 yofi'' . . •'' 1. , 1x3 Tube (Used A, Necessary) r� • le O.C. Each sed. ;. , � .. • ., Structural satt�t,e Sealant ggered Anshan • ie O.C. ,.-„ :._, �:;Jstin• ”• 1/Y x 1" x 1/r Continuous Anel. • Structural Siacons Sealant Use #10 x 3/4 Wood Screws f coring •.• Use /c 0_x 1 1/4' Lq. Roof Panel 'kali ' + Drive-Pin Anchors Into Concrete �� Existing 2 x Flack: Board. Roof Panel Depth Varies Sandwich Panel Kneewall Eave Fascia Mount _ Eave Reverse Mount 3" I-Beam (Typical) Seal. (4)- #a x 1/2" TEX Screws (4)- x 1/2" TEI< Screws On Each Cour At Top On Each Corner At Top • • •• \r,' Skylight Assembly ! - Sealant Sealant •• ..•.. • calami Foam Pa4**/F ' If4110 � J�'C=ase•Pan• � r -e a- I , rt - • . 1" Exposed Altxninu From313 r T !I ____i__,_j_ I 1/4" Exposed Aluminum (2)- #a x 1/2" TEX Screws At Each Comer • .r Assembly 36' (Typical Headerr Assembly Screw Pattern) Integral Skylight Cross—Section Integral Skylight Cross—Section ® I—Beam 0 Header Ii J . GENERAL STRUCTURAL DETAILS FOR PEI "ALL-VIEW THREE SEASON ROOMS Hanger Assembly NOTE Details on this sheet are also in section 500 o' the "All-View Room Engineering Manua' (4)-is x 1/2' TEK Screws 0n Each Corner At Top ii:Z‘ Sealant ~� 0 EAST HIGHLAND ROAD 1/2 Exposed Aluminum Framing Cit RE INC. P.O. BOX 136e 72MACEDONIA OHIO 44056 ``= Skylight Assembly ENC��SURESrIN ® (216) 463-0700 FAX (216) 467-4297 .-//1,011V1/ ,� ``` / Sealant _ _` ��11' NOTE: I p, ,r b f fl a.c G i::y` 'i,tl'lt this plan, `{i•,o r, -SCJILE NONE DRAWN. MAD DATE 11/12/93 • i-• P�.,•,-. ir).t1 ' 1:.",f)0't wa8 prepared by •.' .. The plans, elevations, sections and details contained herein are�r . ri ^ii��, -up�rvi3lon and t`, ° _, 43"•roaa+•Panel. in accordance with information contained ,in Product EAgih-e4rrlg e 3torad Professional • Ns Manual on 'All—View Three Season Rooms as published by PdIo 3 � APPROVED Enclosures, Inc., Macedonia, Ohio. Limitations for produstt issageot utIA�r the laws of the State2Ctoearecontained in said "Product Engineering Manua'. SeS 4/ �Ei + qt i, /!/`�' .'�, ,v 1/20�9�- (2)- #a x 1/r Tac s�,.■* ,e Each Corner job submittal for specific projections, unit widths imd wail eights. (typical Header Assembly screw Pattern) / SIGNATURE P.E. REG. NO. DATE Integral Skylight Cross—Section ---�`' "'�"� ALL-VIEW ROOIQ 0 Hanger p. to /f:- }?egistration No. ENGINEEeINC - SECTION 17 ISHEEfl a SURVEY FOR: Ci. / . (JRRLSON 1-10MES , .1 _•...778.,5 • . r-- Worlimies! Cor of The owes! V4 o h Alor/hwesi- '/4 0c 0 efr 6-‘ 1 '' Ul Sec. 3/, To ,z.:e) P.23 r t.,-4250.5.:5 i - y 0 •S'.= ,71 -,--_C> (•-• 0 - •• .?." -? ° 0 .C.• ,-•--9 -57 o // ,.,.... . 40 •- x9s) •-•)- i i 'I) 14) lc' -0 • • I ---: .ci • •. ,- .• Cn .f;7 ,/V ,'•. '2.) ' •s),L,, ' .. .62/ //v Q(9 7 ii. dl 7e'.•• \ .,.: <, • )10. i , ... _.0 • \ • _,..., ORONO COPY .,W ,. \---______________ ffee- i ) - at . CITY OF ORONO qi.. t. - : 4, ---- \ cy: . • . ... . • _ g• SITE PLAN GRADING PLAN AFFRovEr.) 3 soNs PoiLak 1 't,',I;TH REVISIONS co i a) I: D; i.4. v I • a.) " , S Bv 3 o --,Q 0) : DATE cu .0 co: --Q c) c) ....:..1..- . - Q.) .•*.c... 0---12,- co / 3233 / --- et. V GO/r • [3___ __ 53 411-4) • 3 . l_c14 CO 0 iv c'' Proposed I • Scale : f .\ ,.... 0'. or • N