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HomeMy WebLinkAbout1998-010189 - add/remodel ."�\ , PERMIT ' CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 �-:=:T���1�f��.� Crystal Bay, Minnesota 55323 Permit Number: ��i�_3 s :_:,�, (612) 473-7357 Date Issued: �Y#�;:�^,f•_�;+; SITE ADDRESS: �,i���4:t F�,�,°�,=:.�t�� i=3E.:� t� ._f'[j �'�. � . {��. . .ti""i ' _ �_'-%�rL—t1(lt3L DESCRIPTION: �;C:E���r�E_E;a�=; ��i�����,E I ����iit�ia-��� r='�,�rFf:t• T���� ��i�—HuU.��°�i•1E�EC�FL �:;,�7 !��i!1'�3 �y�t�i t'�:; �}f�'t�. F—i;;�:��i�_���i {_1;�,�(_ t_t�_F_1#��;a�-��''� �-t'—.w� r't �: �'i�. ! —i�.'t i i { ;1 ��; �%•': t.•= l_ 1'_�: _1! . � afd ,'�=}ll I!l�? Lh:—i�l �.Fs)�}�:�.I� ._.i�i!1F� ..{..i� i-�l � . 3'l}s'"...�_.1 I1��y�f i-:�.... REMARKS: ��;i��°{�:=�°�;T�' �`r�F:#•�I #-'_� r�:�;;�t�i�;,�� F��� ���F;i�, �1�::�-I _. _�{�T� r�t_:i�i I{�:;�;� FEE SUMMARY: ��>, - - ra_El;; i i_it'.� �7 iiii�ii:}:i ��=.'�:� !'�� �;_,_,r . s C F`i��f F,:��•; ,_.�:{ ��;� ?1 '.�iE��'ri-�.�,f,��� _....__ �t _�3{�.' fsiii! 1 j��L•i"E.L �7�+�+ �S,e.�, / C!,'—�y i�i_s CONTRACTOR: —� F�;w=�:�� ; ;�n.;�t. — °���' . �..��: OWNER: E i_�����'>; is E°=;;1.�t'� ��€=�+���.°_� 1�.i�_��=�;1i=�:�; �s=:�:i=s �;_►�=f=�°r: _i�f;� �{)F_.,i i f_-���-c',tTE�,y�t;� j-i:i �.3 i t�if_�:� _�';;!itii�'`,( �?�) �.� �t�i��Ji.� Li-���.� i'ii� �=��:=r� i�►=;fi.C•��� �'1t+i =c;c;� i:t,�,'?,i 1�t�.—::dii:=; a:'sG—�;�.,�_= . _�---..-. -.�.._., , ::_� _ . _ _ _ - �- �`�-{� :i���i..�a`.;�:�,j�;f;t;��s �-�_�:�;��:�:f i=�°�=i;i?�:=� ;�`_ �:E_�'�•{;.'� =�I�=��'� . __� . .���t::;:_ i�._ �'.�;=t=_ I"�I=`��°f=+'4',�.:'_�hxT°� _��—'�,•�� �g-:} `y,.3 i-jSii'y�Li'�`_ ._l '.1:.� t-°=.f „i�l�;'��., I �':i ���I"t i l..F �,i_li li^�i„ : r,dK:_.� u;��. � :-E3 i _.j ��Y` I_EE— ����:�;;�;,, ,:�:�: �a,�� .�;;�i:� _��r:��� :��� r•��.yr�}.__�E���,�;�� ��...�^�:x:��c-, _ _��s� �.�{s�s;.�s,=;�;��;�-,-:��' L _ _. . . �.��s� . J , , C� APP CANT PERMITEE SIGNATURE ISSUED BY:SIGNATURE . �'�l, - C Date Received: �" ' "Y'otal Fee: $ � ,� � �' • � � ��q� Entered By: Permit#: �J�� �'�~ � . � CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review �vill be started. (please print �ll information) THE APPLICAl�TT IS: (circle one) OWNER CONTRACTOR JOP SITE ADDRESS: �D�D 1`�pr�� �� t�.a.__ ZIP: 5535-(� iti':'��IE OF OtiV1��R: � � �Q�y'� S PHOr`E: (home) �o y gs�{z- n /� � (work) �7�8 YD 3 1�TAILING ADDRESS: /O(�b �j . p�dt,w� I�- CITY: �,�D ZIP: 553sC� CONTRACTOR: I�or�-R�,� C�,,i.,�.r�s ��- PHO`'E: �{7!v-��/D 3 CONTACT PERSON: Jc c: L.�c,c�s MOBILE/PAGER: 8/Z ey Sp�TR�',,q,¢rQ 5�-��� MAILL�TG ADDRESS: �4yv�E CITY: ZIP: STATE LICENSE: # 5(�SD ARCHITECT/ENG�'EER: PHO\TE: MAILI�IG ADDRESS: CITY: ZIP: 1�1ANIE: REGISTRATION# TYPE OF `VORK: New Addition� Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detai�: �pnSn-u�T 3 n�Ew �pRoornS /��W K�Tz.lt�N, N E w �1h-s��� R-ro� ��--�� N Ew ���.� N�v� ��v��� �� � STORIES: � SQ. FEET OF EACH FLOOR: NO. OF BEDROOMS: � GARAGE STALLS: ATT. DET. 2. ESTINIATED CONSTRUCTION VALUATION (excluding land): $ � ��, QQD I hereby apply for a building permit and I ackno�vledge 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 with the approved plan. APPLICA.�'T'S SIGNATURE: D:�TE: �'o2J`�j'�_ NOTE! Parade o�Homes events r ' e separate permit approval by Police Department and City Counci160 days prior to the event. Non permitted events will not be allowed. 5 CHECK OFF LIST FOR ISSUANCE OF PERNIITS FOR OFFICE USE ONLY � ADDRESS OR LEGAL: I 0(�� N . �3R.C�w�l RA� PID: �� �/; N �Z � DESCRIPTION OF WORK: (��p c n on�5 (�1�14 5 c� '� ---------------------------------------- ------------------------------------------------------------------------------ ZONING REVIE`V BY: DATE APPROVED: � -S� BUILDING REVIE`V BY: DATE APPROVED: �'-�- �� FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes � No PLAN REVIEW Yes �/ No SE`VER CO��ECTION STATE SUR`I-�ARGL Yes r/ No WATER CO�INECTION INVESTIGA'I'ION �EE 1'es No PARK FEE SAC Y;,s No SITEI�'SPECTION Number of SAC Units OTHER (specify) ------------------------------------------------------------------------------------------------------------- ZONING CHECK LIST Zoning District: L2-�� Fire Department: /� Post Office: (���4-!� School District: (�i2v/�O _ Lot Area: Sq.ft. /V� C Ifi4ri1G C3 Acres Width Depth Survey Submitted: Yes ,� No Date of Survey: 3��-�-S 7 Proposed Setbacks: � , ,� Front (L-a�e�: _ 1 6 �= Right Side: `�0 � Rear (Seeee�t): ZSS�f Left Side: / O`1 � � Adjacen[ Structures: /����1-/t=�J Wetland: N�� Building Height: Def. Hgt. C7 .(L Peak Hgt. V•(� Lot Coverage: m -(� Grading: Staff Approval Date: /V�� By: Council Approval Date: Septic: Staff Approval Date: /��/� By� Zoning File: # ^ Resolution: # — Resolution Date: — Shoreland Dist:�ict: /V D Avg. Setback: Bluff Setback: I.ot Coverage: Existin� Proposed � Hardcover: 0-75' 7�-2�0' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 26 . BUILDING REVIEW CHECK LIST UBC: 1�- 3 CONSTRUCTION TYPE: �//J Sq Footage � Per Sq Ftg Basement x = lst Floor x = 2nd Floor x = Gara�e x = x = TOTAL Estimated Co�struction Value: $ � 0 O��p�ov Inspections Required: �Vork Requiring Separate Permits: Site .� Plumbing Fire Hardcover Removal o� Mechanical Water Connection _� Footing Septic Sewer Connection �_ Framing Fireplace Lawn Inigation _ o� Insulation (Masonry) Other p� Wall Board (Mfg.) Well (State Permit) �- Final Grading/Fillin� L Electrical (State Pernut) Other REMARKS (IN HOUSE): ------------------------------------------------------------------------------------------------------------------------ REVIE�V BY OTHERS: DATE: Access: Existing New Access Approval: Date By: ------------------------------------------------------------------------------------------------------------------------ REMARKS(TO BE NOTED ON PERMIT): 27 . . • . Sec.13.04 RIGHTS OF SLJBJECTS 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 secaon. Subd.2. Information required to be given individual. An individual asked ro suppiy 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 confidendal dara;and(d)the idenary 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 mav olace the norice reauired under this subdivision in the individual income tax or orooertv tax refund instruction� instead of on those forms. Subd, 3. Access to data by indi�•idua;. C'ror.reques[co a re:pr,r.s:rde autt�oriry,an i.-.divi�'..::i!sh:i'1 be iniormed whether he is thz s�bject of stored data on individuals, and whe;her it;s classiiied as publi.:. pri�atr or cor.fi�ential. lipon his further request,an individual who is the subject of stored private or public da�a on individuals shall be shuwn t}�e data without any charge to him and, if he desires, shall be informed of the conter.[and meaning of that data. Afrer an individual has been shown the private da�a and informed of its meaning,thz data need not be duclosed to him for six munths thzreaher unless a dispute or action pursusnt to this section is per.ding or additional data on the individual has been cd:::cted or created. The responsibfe authority shall provide copies of thz private or public daca upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actuaf costs of makin�,cettitying, and compiling the copies. The responsible authoriry shall comply immediately,if possible,with any request made pursuant to this subdivision,or wi[hin five days of the date of the request, excluding Saturdays,Sundays and legal holidays, if immediatz compliance is not possible. If he cannot comply with the request within[hat 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 conceming himself. To exercise this right,an individual shall notify in writing the responsible authoriry describing the nature of the disagreement. The tesponsible authority shall within 30 days either. (a)correct the dara found to be inaccurate or incompiete and attempt to notify past recipients of inaccurare or incomplete data,includin�recipients named by the individual;or(b)notify the individual that he believes the data ro be correct. Data in dispute shall be disclosed only if the individual's statement of disa,reement is included with the discloszd data. The determinacion of the responsible authoriry may be appealed pursuant to the provisions of the administrative procedure act relatin� to contested cases. D�TA 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 Ciry 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 permi[or license. 4. If your requested permi[or license requires Council action ro 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 chis application or permit. �_ �r+-� ��5 First Q Midd] Last lo�v /V U ra.�ti ►�ca.�- Address � - - 3 Ciry 3tate Zip hone I understand my rights as ted above. Sionature 6 ; - � � � (�RON �OP 0 l� . EXTERIOR ENVELOPE E�IERGY CODE COMPUTATION `VORKSHEET To Determine Compliance with the Minnesota Energy Code (Section 502 of the State Amended 1983 Model Energy Code) Project Title �O� � ��l�c' L.,GC�� Site Address /�(oJ �, �V(�,ar� �G�,(J I. EXPOSED «'ALL CALCULATIONS AREA "U" VALUE AREA x "U" A. Opaque �Vall 1. Masonry/Concr�ete �,1 / a. � 1�� '' /�C.��l L�'i��`=�";.-r�� �? x /��'] = 4=%,�- 9 b. . x = c. 1 ��l ' Cra.��s,� 53Z x , oy3 = �� , S7 2. Foundation Wall (Above Grade) O y�J = ���(p z a. 3�10 '��;����r 3�1vr' x . b. x = 3. Wood Frame Wall / a. Insulated Area ���✓ x , �3 Z = C��-�7 b. Framing Area (Ave. 15`�o at 16" oc) o� x � G'7/ _ �- I , -7 Z c. Framin� Area (Ave. 10% at 24" oc) x = 4. Peripheral Floor Edge/Rim Joist a. 3�{0 3 y0 x . O/ = Co- �� b. x = B. Glazing 1. �Vindows c�� a. /UE W �t�} � �C�' x - �.�-^- = o�-O�j�C:,.C? b. Su roc,� �x , ay = 17,� � 2. Doors F;,�) E�.(A .,,? 1 I x , 3lv = �S. `'��o C. Doors 1. Wood a. Solid x = b. With storm door x = 2. Metal x = 3. Overhead 7�1'�C'7 1i��;,�f� �.�x�_ � 4. Other a�sl x = D. TOTAL WALL AREA, sq. ft. ����J tr E. TOTAL OF AREA x "U" L/� /� �� II. ROOF/CEILIti'G CALCULATIONS A. Roof/Ceilin; Insulated Area ?9 �l x , U 1 %- = 35 r't}7 B. Roof/Ceiling Framin� (Ave. 15% at 16" oc) x = C. Roof/Ceilin� Framin� (Ave. 10% at 24" oc) �c'-� x � a� I = 0 l � �a D. Skylight a(G� x a{ = j_,��, �f�;: E. TOTAL ROOF/CEILING AREA sq. ft. ���� F. TOTAL OF AREA x "U" ">��r-�,-%�� � 15 III. BUILDING ENVELOPE REQUIRE1�fENTS TOTAL REQUIRED ALLO`VABLE AREA "U" (From I.D &II.E) (From V.) (Area x "U") A. Exposed Wall: �� Ca�'j��r x • �1 = �G�L j, � � B. Roof/Ceiling: loC1� x , o�(o = � , 7 �j , C. TOTAL ALLOWABLE BUILDING ENVELOPE(Total of A&B above) t:i Z,`� � IV. ACTUAL BLTILDI�i 1G ENVELOPE ACTUAL (Area x "U") �r A. Exposed W�11 (From I.E) l B. Roof/Ceiling (From II.F) .� G�C'� .� � C. TOTAL ACTUAL BUILDING ENVELOPE (Total of A & B) �GG, 18 *(l�Ieets code requirements if less than III.C) V. REQUII2ED "U" VALUES WALLS ROOF/CEILING Detached one and two family dwellings .11 .026 *Multi-Namily Residential Buildings .238 .033 (3 stories of less in height) "All other Construction Types (3 stories or less) .238 .06 *All Other Construction Types (More than 3 stories) .28 .06 *Iiased on 8007 heating degree days (1�1p1s/St. Paul) Adjust "U" values accordingly for other locations CERTIFICATION I hereby certify that I have completed the above information and that it complies with the Minnesota State Energy Code. Signature Date —/ "�--(�' / I" BCSD 3-89 CC/SM6574 16 � . ENERGY CODE DESIGN BY ACCEPTABLE PRACTICE To Determine Compliance with the Minnesota Energy Code (Section 602 of the State Amended 1983 Model Energy Code) This form is only applicable to detached one-and two-family dwellings. The requirements herein are based on Table No. 6-11 in lieu of the criteria specified in Sections 602.2.1, .2 and .3. Building Address ���� � "D� /'OGU� I`�.C� Contractor or Owner ��Q G LLC[}�S Building Elernent "R" Values Area (sq ft) � of Ext. �Valls Ceilings Design �� Req'd 38 Walls (exterior) Design �� Req'd 20 � � � . (w/o fdn) Floors (over unheated spaces) Design Req'd 20 *��'indows (in bldgs w/o Design Req'd 12 sliding glass door) (glass) *Windo�t s (in bldgs with a L�j d Design �a`� Req'd 10 sliding glass door) (glass) Foundation Wal(s Design_�Req'd 5 (when insulating fuli depth of foundation wall) Designz�'7 Req'd 10 (when insulating only to frost depth and footin�s extend below) Slab-on-grade floors Design Req'd _ (See Figure No. 3) **Doors (1-3/4" metal faced) Design Req'd 3 �` All windows shall be double glazed or have storm windows ** Conventional doors other than metal require a storm door CERTIFICATION I hereby certify that I have completed the above information and that it complies with the NSinnesota State Energy Code. /� r / 7/ G��{ Si�nature Da[e �'�LO"r/V BCSD 3-89 / CC/SM/6593 `.�—�� 19 . �. . , _�o�� � ���-E ' �rc,�S ' � CO�tSTRUCTION R Y��� � � 4fALt fW�t11HG SECTlOH:. � t interior at r f I lm 4.f�� '1 n h GG '. .Co2 3 i Z. nches so t wood -8 E a -t _ � o-t-e,� ro�� . ;r---{5 ` � .6� (� Ytwr e� a � rtt . ' . TOTAL R � �3.97 � U � 1/R � r• O7/ � WAII S�CTION (INSULA7ED) . ' � lnteri�r ��r ftim ' �.�+R - 2 z " ��ce.7r-o • . (oZ � � , o � —�o o��o � • 5 �oi ,u � -6� F� Exterior alr Tlm 0•17 TOTAI R � 3a-9/ � 1 u - t/R - ,032 , � i � � . � RIW dOtST SECTtOt1: . 1 Interlor air film �.6R 2 B � .�, o0 � -�� I V�.-. o �po G � � . ---�6 Exterlor � f ( im � �1. 7 OTAL R � S/. 3S i —w . � u - t�� - • ��9 � ..., . 1 c R�►wc.s�P^cE D', '. d• F�l+,G�j y* ! � . - . A, �OtJNDATION SECTION: . a:"• '• 1 Intertor atr f11m ��r��at. A.f�$ ••,:. � • 2 —lo b-�-X 10,00 • � 28 _ •. 6 . • --�3 �1o�K I .R�=,����CE �• :;�� -..._._..._..(4 E x t c� o r a � i 1 m �. 7 '' ' • . `.' �;.d, � + (� � -� D �r� I0,o0 : 4;e•_ (F , . . �; ���,'q ` f TOTAL R � �a,7� J� U � i/R � Idy3 I ^ . 4 � � �ul�, �-n1�u7- ; . _ _ . . -. � � p' � �•,;° I . . - � ,� , ,' F tJNDATIOtf SECTiON: •%'"• 1 f nt�rior at r f (n� �.�R . '•�:. �° ` 2 � (%� ;t:�-`-r�a c�C -� . ':� s . :•-• , 3 {�- � � �,�er-� �t5 �s,a •' ; ' � '. 4 Exter or a r � �n �. 7 l,� = ,D%; .� �, a: • � , .. •.d.� t5 "�l�-. �, ,,s, " , lvl � • �'- � � � �----�r.��1 - 'C t-1''r i�"Y'• i l�i C) j1'�f(.✓,�a � � � � � ... i__��� . . , � tOFlSTRUCTII�N R VALUC• /' CE1LINf; SECTIOV (INSULATED) : � � / fj � Inte�1'�� al� f E im ft.�l 2 J pc. .5�0 - 3 Z�1'' acu� i bu a s po 3 4 4 Exttrl�� a t r f 11m st t 11 c1.61 6 Asp},�I-r �-P Sh i�,1 ��, .�y � `7��-��9c. r? ��,�/ u � , O/Z LEII.ING fkAH1NG SECTlON: n.�' � 2 rJ' 1 tnterios ai� ftlm _ � �� ,,, P S .�v ���R VENTED 3 ' � Ir�'.terior 8i � +�� sii l l n. 1 FLOW , 5 �i._;_;1 nches sof t woo�i /.89 _ � rorac� R - �,ss � � . t/R • . a8a � tEiLlNG S£CTIt)N (lNSULATEn) : , ;, �,,o� ,�,,� 1' lnter'{or air film �.�1 — 2 - ._._�– 3 �--� �. 1 4 Exter,ior ai r i lm st TQTAL R � __ J . ; u = t1R = � . �. � l 2 3 4 5 CE I L f Nr, FRAt11��lR Sf tT I ON: 1� Inter'ior ai� flim n•F� VENTEO 2 --; ' 4 E` xter,�lor � r Irn st 1 �• � 5 —r! Inches so t wood "--' TOTAL R � `_ • � U � 1/R � __ 3 4 � ' � � ..,. .:: :�;=s4i:`• .�.y;;:;�,� .:.�� � fi 1�+ n.Ft ;,:.•c;'.'<•: _I ns j de a i� _ .:.� :.:•„ „ .,�:r;': :�••' / 2 - �� ��'cr�~•• • f - • �r • ..– ; - — � n, 17 �� ' 2 � 0_,tside alr ilm _ — � � TOTAL R ' ,,.__ 't/" .. ... � . 1/R • ._.-- I ,[ . . . � . • � _ .��:... ' Page 4 Timbe�iine 25 YR Asphalt Shingles �2 E3' of Ice/Water Gard 4�— wIND �►'V� Drip Edge 15 Ib. felt � ���,����� ���� � 1/2" OSB oof S athin /"H" Clips Z[����OtJn � �^ ��� �a5 r � � �I Roof Trusses - 24' o.c. w/48" OH _- � •—_.... ____._.^------------ � �r��e�- 2x6 Subfascia i � � ��( v�r 6" Aluminum Fascia � � �7(3�� �e�'lrack 12" Aluminum Soffit 'i 8" Aluminum Siding�—� 1/2" Sheetrock 6" Unfa redlFi ergiass w/6 mil poly ; 9' 1-1/8„ 2x6 Studs - 16" o.c. i R-�o � 1�� �o�� �o.ce� C��oTeK �e0��`.nQ ; // I i 3/4" T & G Plywood � 2x6 Treated Sill Plate Aluminum Flashing � 9.5" TJI - 16" o.c. Grade- - - _ � �Z" 5����'c�C-� R-►a f�-i 5 Armorwall, 4 mil poly & 2" Styrofoam ���5�5 �O rtit\' �/(� �.��' '��� '�`� �;U� ��. �� �W`\� "�� ` .a:5, 5���, �; �^��_�� `�„�.__:,�. 12-Courses of 10" Biock Scale: 1/2" = 1 ' 0" w/Staggered Durawall Poured Cores Every 4' 8' 0" �z �a�es"�'a e� 8"x20" Concrete Footing w/ 1/2" Rebar . . �XTe c�v� �______---� „ (�c�����.�. y r2e��r�c� �(0.� �nTe-r�vC k�('q,�.,���� T4mberiine 25 YR Asphalt Shingles 12 -�• 6"of Ice/Water Gerd 4�- w�ND L�tM Drip Edge 15 Ib. felt � �Sh�a'i�� ��t�� � �, 2 , 1/2" OSB roof Sh thing w/"H" Clips Z�/ �J��wn ; � % �� �� �-t 6��laS �II Roof Trusses - 24' o.c. w/48" H ------ -_.�_..___ � � 2x6 Subfascia � �c � ���t ���� �rf��f 6" Al�minum Fascia �8 S�reTr � 12" Aluminum Soffit 8" Aluminum Siding-� 1/2" Sheetrock 2-la 6" Unfaced Fibergtass w/6 mil poly g� 1-1/8" 2x6 Studs - 16" o.c. '{Z-10 1�` �O�l �a� ��C-C��C �ieG-��r f 1 3/4" T & G Plywood 2x6 Treated Sill Plate Aluminum Flashing � � ,�� 9.5" TJI - 16" o.c. Grade t2-t� (Z-�D Fo►I '�=ac� Armorwall, 4 mil poly & 2" Styrofoam C�toT2K $i re. R e�tt^c�?,^T - VaPoC' �ner ������J���� '?� _,;J` _�.. �; _.�� CQAW�Sr.��� �;3 �,.��;, �`,:���`������ 12-Courses of 10" Block Scale: 1/2" = 1 ' 0" w/Staggered Durawall �� Poured Cores Every 4' y2 Mih�n�ur►1 8"x20" Concrete Footing w/ 1/2" Rebar . . � >jr� �C� � i� � �CT�lpf� � �NT�R�otr2 �J�Q�IN \1�-c ORA�r� � \�� . I � ,� n ��• �� ,; ��� `� Surveyor �s Ger���i�a�te- ,��:. . L_�./I V \7 � � �<� ��n � � P I"r"��\/ _- ------ L-!1 f \ L- �L/ V I.V 1 I \ I /� � i i �� n n n i-ri n � i �0� � ������ ��i/�� �� � S87'34'S0"E v �_v L. ,���i � �v� � j, , ='� 03 " , ;' --- S. UNE OF LONG LAKE ;OIINTRY ClU6 ADDITION 430.38 _ , - . ' ; ' ` ,''_-- ' _.' � ---- "='��`wT=.�..+.�,�.. _ I , ,.i- 3-- ,....-.,..--*.��... ------------ � , � , --- . �-� - ---430.C�----- S �--�rt-���.�... �' � � 1� ~ p; --397.35-�:' �N. LlNE OF S. 1752.04 FT. OF S� 1�4+ OF SEC. 27 `_'- _ •.,.�22 , � , • ��� ----•_ ; � � i3 -�'" �, ----------- � , 33 � Ff T� S �� � i, `° � �� Z ' E / I� ----------------- -------------------------------- 233.2---------------------------------�-------------------- ----- � ; O � '��` �� I� / g � `' r, , �- � N , o � � �''r► t-I,�Se � 90' ' Q M ; m P -- N � � m � W (C1 $ � / / I% i J J 1 � U ,,�, � � y � IZ o I-�S'f9RY r S °o � cn � 0 � _ '� full �.�ef AL1� �c. 2,� � O � ,1 0 � -- - -- - �/ P�� ��� 0.38 � o a O N -----------130.5 - - - -, - -I � � -------- - ------------ ---------------- 3 O o �- - -- ---GxAwL--------% �Ni G��^�- - - t N N z �• 3y S�tKE QI�IASCt �� 8 � � G R A S S F I E L D , � Q o J ��v i 3fv � c� - , MkPcE � c� �- c``'i� z - -- - `{'��75 ` I ' N o� � � - - - - - - - - - - - - -- - - - - - -- -- /6 � F`°�pn'1Ci� (m2 w O � i �QA� � i- - - - - - - - _ - -- - � V .� W o � � � B I0 OVERLAP � x � � � � i? o � , � ' / � w w — � p ; p z . o � ; % o,� - � '"* � �' �w c� — � , � cv� r¢ Z � �jt-. � m � � ,i ni„<- ' ` ' ��� �-� �� O � `�4)(1 � �, , ; \ '�u5�1� . �� o � � �. _ ; ; :� � � S�TE PLA.�V __ Gt?�v�f�r P�a� �. � �- ; � � ' ��o �A�PR�V`D P�E�-�e z A-DD rTte-,.� 3 O � p G R A S S N � F I E L D �N �� �l , �i� � o z z o.:, ;� � p ❑ AF�RO Y�J i+ViTH REV�SIONS �N . � � � � ; 1, � , ,�,,;' -jG ❑ DtSAPP O�,+E o� � � � ; ; `� ' �` BY �N � � � ; � DJ1TE ___�-� -�� �. p " e � 3� � � � � c i i ' � O\ � _ i , � /� �� � � � i tl Z N 0.38 4J � i � ` ,� -� J ',� ; � � v_S. LINE OF . 200 FT. �'� S. 175204 w o � t ; ; � FT. OF SE I f/4 OF SEG. 27 N , � , r , , _ � 33 � ; i � � � � � �� '--- 3 03 -- �.- =-------- � � � � �. ��►J E u7 ; '- --- � , 4.e � ---- � 397.35 � ��0� � t � ; � (Fn. i/s• o�o+ �zo►+� � � � ��W � '----- 1.67 S. Jc 0.96 E N87°34'S0"W ��- � -------- ` % �- ----- -- ' ; _��� I o M , 400.00----- 430.38 - ----- `: _. ►� N LY R/W UNE C►F COUNTRY CLUB �CpAD � STA ; ���� ' PER LONG LAKE COUNTRY C�UB A�DITtON °j ---------' '' �. i/2'�o� t� r�B� �-—-—-—- — — - _.— �'• o �i.sa Fr. s�a� o.rz Fr. w.� �_-�`r��� � j � /� ���� , --- ----_-_ /� � I �f.�_�� EDCf OF BITUANOVS -_—_—- . � a`��; �CENTER�lNE � d — 7�- — ; ��� V� -_' --- � STA Denotes survey control station PROPtf:TY DESCRIPTION � CB Denotes catch basin (Per Worran; Deed Doc. No. 5417131) • Denotes praperty corner per description (not monumented) We hereby certify that this is a true and correct representation The north 200 feet of the •;outh 1,752.04 feet of the west 430 of a survey of the boundaries of the land described hereon and feet of the Southeast Qua+-ter of Sectwn 27, Township I 18, of the location of all buildings, if ony, from or on said {anG. ��nd� �8na ������ �nC• Range 23, Hennepin County, Minnesota. Dated this 27th day of March� 1997. 900I E. Bloomington Freeway (35W) Bloomington, MN 55420 (6I2)881-2455 gY � �, Edward H. Sunde, R.L.S. Minn. Reg. No. 8612 fl7-028 T.I18, R.23, S.27 415/34 KTE 97028001.DWC ATE/ TIME (Y OF ORONO CALLED IN -� �/ y� �SPECTION NOTICE SCHEDULED � z'���' /� � p ERMIT NO. / � COMPLETED � �— ADDRESS �D � - OWNER CONTR.. �1/�.�.c�-, TELEPHONE NO. ��/�l � C����' ' � :.,TION ���� .�.�=r, � 01 FOOTIN � 11 MECHANICAL RI 18 EXCAV/GRADING/FILLWG .Q G 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 Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O � � O � W � Q � Z W � W � � � �CNORK SATISFACTORY:PROCEED ": PROJECT COMPLETE ����7 CORRECT WORK&PROCEED r! ISSUE CERTIFICATE OF OCCUPANCY Q Ci CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT [l CORRECT UNSAFE CONDITION WITHIN HOURS. ,- pHOTO TAKEN INSPECTOR WILL RETURN f; STOP ORDER POSTED.CALL INSPECTOR '� CITATION ISSUED Ci INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContrac on s,ite: Inspector. �' ,��� ' J White ' pyllnspector's File Canary CopylSite Notice T 81 1 2 -Courses of 0" Clock - ,3caie: i i is . = i- U gf--b1 Od— b, -x/ -v", uoncrete [-ociing G�IQ�i� �Oc�a�t�uorr� o� [�o��1c��6o crit Scale: 1/8" = 1' 0" 9 -Courses of 10" Block H A 5L �" a,�� CITY OF ORON BUILDING Pi- �g T SAN r����c,�t INSPECTOP�__ DATE L:+ /'►i' t�63�i Ll t1vd 11 ! "moi" �C 'l t'U"\S l u i r 1:...:,. RES,., ---T e 3 These o ri ii5 ar for your iNbrMation. Ail d<<v�K sh ,'i i o d0'!8 in #u i c , r ,ince av th 111 aPpkable building and zoning code. Ftequirernee?s including items not speci#icaily.n;)ted in this review. KEEP THS PLAN SET ON SITE AT ALL TIMES I 2' 44,E Scale: 1/8" = 1' 0" l 82' 4' 16' 34' 2'8" 8 -Courses Of 10" Block 9 -Courses of 10" Block 6 -Courses of 10" Block SMh Mam bn 0? Foundmu o a Scale: 1/8" = 1' 0" 4' 32' 6 -Courses of 10" Block 4' /a (,�2 C 8"x20" Concrete Footing JGdlC: 1/0 = I v South Mwnb w Scale: 1/8" = 1' 0" East Vow=aon Scale: 1/8" = 1' 0" /�- v1% I 02— 2 00 00 00 00 TH ROVIDE pUrop Al PIBG. ACCESS , /OR OUGH TILE UNAC,-,- GEPTApi L BEDROOM WINDOWS FIRE EXIT REQUIRED 20" MIN. CLEAR WIDTH 24" MIN. CLEAR HEIGHT i-7 SQ. FT. MIN. OPENING 44" MAX. SILL HEIGHT SPECIAL NOTE SEE ATTACHED SHEET yv TecM F_ T 3 FOR AgTSC-TpkM CODE REQUIRED NOTE SHEET LC -o D E REQ - UTEMENTS . .. . .... . 12' -- 22' 8' 16' 2'x2'x1' Concrete Pads 4' Frost Walls Wood Beams I IF ---12' 4' 4' Frost Wall 0 9' ---► Crawlspace Area 9' f n Wood Beam 14' 4' Frost Wall 91 32' U ♦ � ara'::: \' � ♦i .°a ori � � a'ara'ar� a''ti arariar iii i a, vial i rias i i i ra�iarar ai rararariaii \ aaa ♦ \ \ 80' Lc Wes A Joe Lucas Scale: 1/8" = 1' 0" 5'4" Wall Existing Basement A 16' New Basement Area r 14' —,:::1 —�0. .a♦t♦\\\\a*♦.aaa♦ J I d/faI\/I / I r % I\I Ja/alalal I\Y\J~I\/ lar%\! I I\I I !aI dalal I\I I i I\I % !a! %♦d\t\! 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I I I I!! ♦ III ! I rai i r iiaii Jairai i i /ai \\♦aaa♦\\\.aaa\ r Iaralal I JaIaI♦J♦JaI I♦Jar•! a a a a a \♦♦ a a\\ a a a 42' �i Jai i i i rai tial i i iiai i ria/airaJiaraiai JiiaJa! w a\ a a\\\ a a\♦ a a a ! I I I l l !III r III d l i IaI\Ia/.Jai raJaralalaliaral \\ ♦ ♦J \ ♦ a a\ // Y I I \ J I I l I I I f I I I ♦ \ a a a a a a \ \ I r alai i raiiaraiai ,ialaiiai / \ ♦ \ \aaaaaaa \ aaa aaaaaaaaaaaaaaa ♦aaaaaaaaaaaaaaa aaaaaaaaaaaaaaa \ \aaaaaaaaaaaa ,! I\Ia+ !\/ I Iola! Iaralal Ia+ a a a aaaaa \♦\♦ a\ a �i I I JaI J Iaf Iala/alai I far �Iai I Ia/alaalal\IaI\lI\liI raJaiarai/iaJ iiaraJai iiiai/iarariiaY iiaJaiaJ iai ; :iai :afar•: lra� fa. .aaaaa ....aaa ♦ \ rai !iiai i iii i+ s iiar \\♦aa\a\\\a\aaa raJariiiaJia a a a a a a a / / ....aaa Start of 8' Walls 4' Start of 4' Frost Walls 0 @W@ -e- A J000 L ucns Roof Unes Scale: 1/8" = V Q" Benchmark (Top Plates) Top Plates 32" Below Benchmark f l f f Top Plates 56" Below Benchmark EN6 /AJE-ESC, s7 -EM u. c �. C13 RW , Q p...- F-- i®UZI IfO-Cs Cu �qz a.c3 CC- < a QX ` � LU $ C14:2 w O t1, Ogg G 9E LL c-4 p� 0 @W@ -e- A J000 L ucns Roof Unes Scale: 1/8" = V Q" Benchmark (Top Plates) Top Plates 32" Below Benchmark f l f f Top Plates 56" Below Benchmark EN6 /AJE-ESC, s7 -EM SUBMIT• SS ESIGN TO � RAMiUNINSPECTION Timberline 25 YR Asphalt Shingles12 E' of Ice/Water Gard 4 f WIND D/�M /';:^544Necr,o A `jn -c " Drip Edge 15 lb. felt ? v h �-gQ • ter' 1/2') O B r of he hin w/"H" Clips Roof Trusses - 24' o.c. w/48" OH 2x6 Subfascia he -r ►�r 1 11.t-Dari t ct 6" Aluminum Fascia ��+� 12" Aluminum Soffit 6 'Sk e vroaL 8" Aluminum Siding--D 1/2" Sheetrock r► 6" Unfaced Fiberglass w/6 mil poly �l 9' -1/8" 2x6 Studs - 16" o.c. I -ret c_. FitcEv 7' C e(ore 56scCCittl 3/4" T & G Plywood 1 -- a/c) 9.5" TJI - 16" o.c. /L Skee.-Ttbd,k Lcsllae Jo@ LLm©2S Fayst Gr`7aOO S©©4hhns Scale: 1/2" = 1' 0" Same As Above �'4� 8' 0" 4" Concrete Treated Sill Plate Slab w/Fiber SN si Y'1-�C� fZ-i D R*tM kf3 -t-n Sill . F(4ik domx 'ro beloaJ Gi'K. e Grade fe-lo Sro4M �,� Arrrnr Wt+t: - 1t C42.r !-��`h C5-Courses of 10" Block N1=W -��� 334e-TtS P 8"x20" Concrete Footing w/ 1/2" Rebar /O o A ,0 ,/- /O 6 e ;�.�, /2 1 ~ FORM GLASSCOA.VEN 7-1-96 o© FOUR SEASONS FOUR SEASONS COMPARISON CHART i oo S U N It (1 0 M s GLASS PERFORMANCE DATA ii, - CODE LOCATION DESCRIPTION COST AVAIL- CODE CLARITY PROTECTION COMFORT AND ENERGY EFFICIENCY ABILITY iI A B C 0 E F G H I J K L M N 0 I P G W y(13 o y GLAZING TYPE w d m S 2 ° m z z a �` <t Ci' G5 0cn >N 0 coo ti� ti� 0 0m u,a �' I = W0 2 0,. a:Pm. 2R sE 55 ti F,., 52 GSW M-o 14 4 I a coNOTE.'FIRST DESCRIPTION IS OUTSIDE Cl) z E WI J y s' ¢o W 5 gr: I c: F-5 _ �+¢+ i M u0, c r-- c O UTE-THEN OTHER COMPONENTS FOLLOW. a 5 .13-�' -2 s Q f, se cc4 c - a ,. > 5 IYI W W Q W 0 x0 o-- a W W 2 Q C7.3 at. .,0 3= 3 C h C5 C I =W G a.e 2C VV 2= CJ P L I 1 ® Icc I I A. SINGLE GLAZING- FOR'THREE SEASONS"TYPE ROOMS,FOUR SEASONS SINGLE GLAZING COMBINES LOW COST WITH MAXMUM SOLAR CONTROL I 1 - CLEAR SINGLE GLAZING : $0.00 P-H 90 9 9 70 52 17 0.99 I 213 1.11 0.9 2 BRONZE TINT SINGLE GLAZING $2.24 I H : 68 6 { 6 I 39 I 52 17 I 0.83 181 1.11 0.9 I4 AZURLITE SINGLE GLAZING $2.24 P-H 77 8 I 8 I 54 52 17 1 0.67 149 1.11 0.9 5 I ! I SC AZURLITE SINGLE GLAZING $5.60 P-H I 27 : 37 21 I 14 It, 52 I 17 i 0.39 87 I 1.10 0.9 it 6 1 I 1 SOLID/ALUMINUM/OSB/ALUMINUM ! $5.00 I P-H I 0 I 0 I 0 t 0 I 40 28 I NA ! 12 I 0.66 1.5 20 Year Limited I B. SUN SMART STANDARD-- Product Warranty INSULATED G LAZ I N GS - FOR BEST PERFORMANCE AT LOWEST COST,FOUR SEASONS STANDARD PERFORMANCE GLAZ- (5 Year full Coverage) INGS PROVIDE EXCELLENT SERVICE. ••r COWIl,"wwAN,!O.wwu •I I 1 20 CLEAR/CLEAR $0.00 ALL 81 16 I 16 I 52 30 1 45 I 0.87 182 - 0.49 2.0 21 BRONZE TINT/CLEAR $2.24 H-4-5-6 62 11 14 32 30 4 45 0.70 147 0.49 2.0 23 1 AZURLITE/CLEAR $2.24 ALL 69 15 15 43 I 30 4 45 0.53 i 114 0.49 2.0 24 SC AZURLITE/CLEAR $5.60 ALL 30 23 38 13 30 I 45 0.31 71 0.49 2.0 29 SCUD/ALUMINUM/EPS FOAM/ALUMINUM $0.00 ALL 0 0 I 0 0 I -2 I58 NA 0.23 0.24 4.2 40 f CLEAR/LOW-E $2.24 ALL 78 13 14 32 -2 54 0.73 149 0.32 3.1 41 i BRONZE TINT/LOW-E $4.48 H-4-5-6 58 9 12 19 , -2 ,I 54 0.57 117 0.32 3.1 42 AZURLITE/LOW-E $4.48 1 ALL 64 11 12 25 -2 54 0.45 94 0.32 3.1 43 SC AZURLITE/LOW-E $7.84 ALL 28 _ 22 33 9 -2 54 0.24 52 0.32 3.1 _ 44 1 CLEAR/ARGON/LOW-E $4.48 ALL 78 13 14 32 -2 56 0.73 j 149 0.27 3.7 46 1 AZUR LITE/ARGON/LOW-E $6.72 ALL 64 11 12 25 -2 56 0.44 93 0.27 3.7 47 L SC AZURLITE/ARGON/LOW-E $10.08 I ALL , 28 22 111 33 9 I •2 ! 56 ' 0.23 50 0.27 I 3.7 20 Year Limited I C. SUN SMART PLUS- -HIGH PERFORMANCE ' Product Warranty TM+ A VARIETY OF HEAT MIRROR GLA2INGS ARE INDICATED BY HM-66,1441-44 (5 Year Full Coverage) j GLASS WITH HEAT MIRROR - AND HM-22 FOR MAXIM(JM FLDRSIUTY. i •r`Co.,r,.,.WA•••..r•"PM.. 1I 62 CLEAR/HM-66/ARGON/CLEAR $12.32 ALL 55 33 35 I 0.5 I, -3 59 0.41 88 t 0.22 4.6 65 CLEAR/HM-44/ARGON/CLEAR $13.44 i ALL 39 50 53 , 0.5 I -3 I 59 I 0.28 i 65 i 0.21 4.8 67 I CLEAR/HM-22/ARGON/CLEARI $14.56 ALL 20 70 71 0.5 -3 59 0.18 , 36 021 4.8 67L I CLEAR/HM-22/ARGON/CLEAR LAMA $23.52 ALL 20 70 70 0.5 -3 ID. SUN SMART PREMIUM- E=MC2 (ENERGY EFFICIENCY=MULTI COAT DOUBLE GLAZED GLASS) Iw--;-;-i-`""" etime Limited 1,1 MULTI COAT DOUBLE GLAZING(MC2) DOUBLE GLAZED WITH MULTI COAT LOW-E COATINGS AND COMBINED WITH ADDITIONAL ei Product Warranty •DUAL SEAL SILICONE •ARGON GAS FILLING PROPRIETARY METALLIC COATINGS TO PROVIDE HIGH INSULATION,TOTAL SOLAR CONTROL ESI (10 Year Full Coverag) �' FLEXIBILITY AND MINIMUM REFLECTIVITY IN THE VISION AREA W • ' `�7�,�•"`p•`._`,'"-' I •P.I.B.PRIMARY SEAL •LONGTERM DURABILITY ( )WITH LONG TERM DURABILITY. � _,,,. 71 a CLEAR/ARGON/MC-56 $12.32 ALL 56 17 10 13 -3 57 r 0.60 I 124 025 4.0 73 a MC-56/ARGON/CLEAR $12.32 ALL 56 10 17 13 -3 57 0.38 ; 79 0.25 4.0 75 • I MC-38/ARGON/CLEAR $13.44 ALL 38 53 I 44 18 •3 57 0.25 50 0.24 4.2 77 MC-22/ARGON/CLEAR $14.56 ALL 22 66 60 9 -3 57 0.14 I 30 , 0.24 4.2 77L ® MC-22/ARGON/CLEAR LAMA $23.52 ALL 21 66 57 0.5 -3 58 0.13 ; 30 0.23 4.4 79 ` _ • 1 MC-22/ARGON/MC-22 $16.80 ALL 08 70 70 2 - -3 58 0.09 19 ' 0.24 I 4.2 ' 79L1 _ • I MC-22/ARGON/MC-22 LAMI $25.76 I ALL 08 70 69 I 0.5 -3 58 0.09 i 19 0.23 1 4.4 I 1 E. SUN SMART MAX PREMIUM- El=MC3(MAX ENERGY EFFICIENCY=MULTI COAT TRIPLE GLAZED GLASS) Iy Mime Limited MULTI COAT TRIPLE GLAZING(MC3) MULTI COAT TRIPLE GLAZED PANELS AND KRYPTON GAS FILLING COMBINE MAXIMUM INSULATION. s Product Warranty 3 •DUAL SEAL EILN.01(E •KRYPTON GAS R WNG TOTAL SOLAR CONTROL FLEXIBIIUTY AND MINIMUM REFLECTIVITY(IN THE VISION AREA)WITH LONG (1 o Year Full Coverage c TERM DURABILITY. 3e"^"��'""^'^ "`D•*u •P.LB.PRIMARY SEAL •LONG TERM DURABILITY « 92 I e I I MC-72/K/MC-72/K/CLEAR 't$19.04 I ALL f 58 - 12 14 I 5 "108 64 0.37 76 0.11 I 9.1 94 I • I e MC-56/K/MC-56/K/CLEAR I $19.04 I ALL 35 11 21 4 -108 64 I 0.27 : 56 0.11 9.1 97 t I e MC-22/K/MC-56/K/CLEAR , $22.40 I ALL 14 88 37 2 -108 64 I 0.10 22 0.11 9.1 98 • L MC-22/K/MC-22/K/CLEAR I $22.40 I ALL 08 71 64 ' 1 -108 I 64 1 0.07 , 15 1 0.11 9.1 NOTES BY COLUMN: H 8 I.CLARITY-CHOOSE LOW NUMBER M THE VERTICAL AREA FOR BEST It EHAWNB COEFFICIENT-RATIO OF SOLAR GAIN COMPARED TO 1)8' TEMPERED LAMA GLASS ADD 48.96 CLARITY AM)LOWEST REFLECTIVITY. CLEAR GLASS. CODE 73 CAN BE US8)FOR ROOF IN COU)CLIMATES. J.U.Y.ACCOUNTS FOR 50%OF FABRIC FADING.ELIMINATING ALL U.V. N.RELATIVE HEAT GAIN-AMOUNT OF BTU'S GAMED PER HOUR PER SQ 'BIBLE LIGHT(GLARE)-A MEASURE OF TH T PORTION OF TOTAL SOLAR REDUCES FADING BY 50%. FT.OF GLASS 4AT10N VISIBLE TO THE HUNAN EYE NOTE THE GLARE CAUSED BY TOO IL CONDENSATION OCCURS AT NS OUTSIDE TEMP.M II 60%INSIDE 0.U-VALUE-BTU/RMSO.FT/F.THE LOWER THE BETTER(R=1/U) .11 UGHT CAN CAUSE DISCOMFORT.CODES 78 AND 77 HAVE FZCEI.ENT RELATIVE HUMIDITY. P.R-VALUE-TH:HGFER THE BETTER. RE CONTROL L AEINIAE CONDITEleT-15 MPH WWD.01 OUTSIDE 70°F INSIDE. P. LAWRENCE BERKEY LAB.VANDOWS 4.1 135 , /o(4, 0 im-ipt, 61, /26 IIIIIi ., . o FOUR SEASONS ® SYSTEM 4 STRAIGHT EAVE SUNROOMS oQ FOUR cSEASONS SYSTEM 4 STRAIGHT EAVE SUNROOMS 1( ® s ENGINEERING INFORMATION linO© S u N R o o M S ENGINEERING INFORMATION EFFECTIVE DATE.7-18-97 EFFECTIVE DATE: 7-18-97 BW GG XH BW GG XH SLT GLAZING BAR GLAZING BAR ROOF LIVE WIND WIND WIND WIND WIND WIND MI SLT GLAZING BAR GLAZING BAR ROOF LIVE WIND WIND WIND WIND WIND WIND MODELS O.C.SPACING TYPE LOAD(PSF) (MPH) (PSF) (MPH) (PSF) (MPH) (PSF) MODELS O.C.SPACING TYPE LOADk /m2 ( g ) (km/hr) (kg/m2) (km/hr) (kg/m2) (km/hr) (kg/m2) * (cm) * 3 2'-6 6/8" 4GB 240 a 130 43 120 37 85 18 3 77.79 4GB 1172 209 211 193 180 137 90 oil 5 2'4 6/8" 4GB 90 130 43 , 115 34 85 18 5 77.79 4GB 439 209 211 185 165 137 90 2'4 6/8" 4GB 38 120 37 110 31 85 18 77.79 4GB 186 193 180 177 151 137 90 8 2'-05/8" 4H8 53 120 ,, 37 110 31 " 85 18 8 77.79 41113 r 259 193 180 177 151 137 90 2'-6 6/8" 4GB+4RS 100 120 37 110 31 85 18 77.79 4GB+4RS 488 193 180 177 151 137 90 2'•65/8" 4HB+4RS 100 120 37 110". 31 85 1g.., 111111 _ , `;77.79 4HB+4RS 488 193 180 177- ::151 137 90 , 24 6/8" 4GB 20 115 34 100 26 75 14 77.79 4GB 98 185 165 161 125 121 70 10 2'4 5/8" 4118 30 115 34 100 26' --76 . 14 " I 10 77.79 4HB 146 -- 185 165 ` 161 125 _ 121 70 2'4 5/8" 4GB+4RS 75 115 34 100 26 75 14 77.79 4GB+4RS 366 185 165 161 125 121 70 2'4 6/8" 4183+4RS 75 . 115 34 100 26 75 14 /PI 77.79 4HB+4RS 366 185 165 161 125 121 70 2'-6 6/8" - 4GB 10 105 28 90 21 70 13 13 24 6/8 4118 15 105'` 28 90 21 70 13 " 77.79 4GB 49 169 138 145 101 113 61 13 77.79 4HB 73 169 138 145 101 113 61 2,-6 6/8" 4G8+4RS 50 105 28 90 21 70 13 77.79 4GB+4RS 244 169 138 145 101 113 61 2'-0 6/8"- 4HB+4RS 58 105 28 90 21 70 13 ' MI 77.79 4HB+4RS 283 169 138 145 101 133 61 15 2'-0 6/8" 4GB+4RS 35 95 23 85 18 70 13 f 2'4 5/8 4HB+4RS 40 95_ 23 -.,85 18 70 : 13 15 77.79 4RB+4RS 171 153 113 137 90 113 61 77.79 4HB+4RS 195 153 113 137 90 113 61 3 3'-0 6/8" 4GB 200 130 43 120 37 85 18 MI 5 3'4 6/8" 4GB 75 130; 43 115 34 85 18 3 93.03 4GB 976 209 211 193 180 137 90 3'-0 6B" 4GB 32 120 37 110 31 85 18 5 93.03 4GB 366 209 211 185 165 137 90 • 8 3'-0 6/8" 4HB 44 120 37 110 31 85 18 93.03 4GB 156 193 180 177 151 137 90 3'4 618" 4GB+4RS 85 120 - 37 110 31 85 18 8 93.03 4HB- 215 193 180 177 151 137 90 3'-0 5/8" 4HB+4RS 85 - 120 37 110 31 85 18 93.03 4GB+4RS 415 193 180 1'7 151 137 90 3'-0 6/8" 4GB 17 115 34 100 26 75 14 93.03 4HB+4RS 415 193 180 177 151 137 90 10 3'-0 5/8" 4HB' 24 115 34 100 26 75 14 93.03 4GB 83 185 165 161 125 121 70 3'4 6/8" 4GB+4RS 62 115 34 100 26 75 14 10 93.03 4119 117 185 165 161 125 121 70 3'-0 5/8" 4HB+4RS 62 115 34 100 28 76 14 93.03 4GB+4RS 303 185 165 161 125 121 70 3'-0 6/8" 4GB 8 105 28 90 21 70 13 93.03 4HB+4RS 303 185 165 161 125 121 70 13 3'-0 6/8" 4HB 12 105 28 90 21 .- 70 ' 13 - 93.03 4GB 39 169 138 145 101 113 61 , 4(.. 3'-0 6/8" 4GB+4RS 42 105 28 90 21 70 13 13 93.03: 4HB 59 169 138 145 101 113 61 3'-05/8" 4HB+4RS 48 105' 28 90 21 70' 13 93.03 4GB+4RS 205 169 138 145 101 113 61 15 3'-0 5/8" 4G8+4RS 30 95 23 85 18 70 13 93.03 4HB+4RS 234 169 138 145 101 133 61 3'-0618" 4HB+4RS 35 95' 23 85 18 70' 13 15 93.03 4RB+4RS 146 153 113 137 90 113 61 C� *ROOF LIVE LOADS FOR 8W,GG AND XH MODELS ARE THE SAME. 93.03` 4H6+4RS ""171 153 113 137 90 113 61 Q`!ty 'u w c.iifi ae..°,F', Fa.f„ 7> ROOF LIVE LOADS FOR iI�V"p�1 J !:tl,,,;;;•,-)k .9 : °u.• ♦".` C t4,1-._aC ENGEF '"""� \ ` b" .i, ,�:'�" �, ..a1,nc�,..- A ,�^��L BW,GG AND XH MODELS ARE THE SAME. -I RO.INF. .. - fey \' _ • .t,;Af .' . T'4' ua"2Fem2 + -I � ._ aF`). •!� \ le : }4R Of .:t.�l p, •M�9�. ,li,: ��.\ O�%W!':^F ! in% ♦c ..c[q♦\ / �'� y}} .F. l0/'" 1 Z r% a\ 4�;9 / Y� 6i'^" ! "ecl+'� , .--- ° ''` th 'F 1,: Ili .(raj**1 '�, w.Re'ce\' *V J 231 + .`w, u m••,. i S/Rp 10169 `a\ 111 �V•'r•, \I T��s �j...,r a/,! I wta s �I ALABAMA ARIZONA CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IWNOIS *� i/ • � ,F 11;.:•:!‘'':-;•.*) b�Jk••Ra�/ �`>•iw6' *.Z4:to� y.,.„F•y 'o.AF a •bw •�iioe»' FwcE F\ :, gW, , "'"^ 4'." .9.u4 a474.;\ ALABAMA ARIZONA J�•N� CA �, c° cCALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA ILLINOIS LAWRENCE �y .. 1•y „ �^c y`-„ T+t,w,j�ji c" t*`h .•••.' `..E NM ,Nru4 ;���,uvt' -,:,----.:.;•• t a• „��fc\ �� cl��'° .y.�J...4. . - dRF"Mo �W, ,w., ,'i'... ��1Y.0..40^ mm✓,` I''IN • �' SIF' c • 1l".":",F! ILLCNF - +'•i'Wt \'1• '/ ,a.. \!C _ yvlgnO y#�1:_ KANSAS LOUISIANA MARYLAND MASSACHUSETTS MICHIGAN MISSOURI - ` U I NEBRASKA NEVADA NEW JERSEY - '„,""' p) .a E cE F ro>An •- Aw ' �1 p• • °'',;;::;�•`°, ..7F..,� '�',,+�.3/,11,,,,..41 iY✓ „�• .°i 0,9 �g �1.cuq ,a o. s, ea '\ �,y i".4F 1 ..`M CA50\. nwi. - ,yp....:, r 5 ..,� 'b w `s .a♦o KANSAS .LOUISIANA MARYLAND MASSACHUSETTS MICHIGAN MISSOURI NEBRASKA NEVADA NEW JERSEY 1110 ROr*SF_/ ' /'T�(` .l . _ �! • ; l 1\ NEGOF 4...., �u Ira: , ,NCE Fjs,C .a „b 4 ¢ u"fr a "_."-",� ,t"„c.".`\ :.,;;; 07,.. OF p "Of F.p ��� �rCF 1, CMk F�c" ♦ \'hih1cr4�/ R - \ ` ,4y♦ :l' r ��.',, a" s.R b ,"y..:.♦y.` E 5 't,.o► f7CFfF'' .�Ff'O aFC - ;„�:;.� ira 11;:;11.,..., 1►� • • • y • .F.F, :.....-:.r j �.w_,.,F•e NEW MEXICO NEW YORK NORTH CAROLINA OHIO OKLAHOMA OREGON .F. )' 1( . w - • ••uzn• c NOTES PENNSYLVANIA PERTO RICO SOUTH CAROLINA u>c♦ oRfco. uc...- _ , 'a'YCI=f.`f S'..11.91.14' �i�-..� r.;,..,z f���.w«•�•-.0�� i.E{'/e �LyIIF 4� rfj 1 Jg ;•: ,7 .�`•Cs'CF1)ALUMINUM ALLOY FOR GLAZING BARS IS 6005-T5. �l3 �f�y�// �! M�+�� ♦4"'`.-a.p �� ti-».t,W sy" .. '.♦ 4 01'tt. f FSc •n,„o► `'"♦"tE F.ec+' f.iv:+ i rF�oc� ••,�„Ct�rNEW MEXICO NEW YORK NORTH CAROLINA OHIO OKLAHOMA OREGON PENNSYLVANIA PERTO RICO SOUTH CAROLINA %1� F NOTESa�ia, ii ♦ a 2)DEAD LOAD OF ROOF SYSTEM IS 7 PSF ct /./�//-+ q -^"•'/ 4�1e " �••...1 .6. i°+; Yr�� '�� S�,.• y 1)ALUMINUM ALLOY FOR GLAZING BARS IS 6005.75. .•„,...:7, 'r r� r`O" � :f 3)ENGINEERS CERTIFICATION:1 LAWRENCE FISCHER CERTIFY THAT THESE y/I , ___ .,i..• '-'7mporiv,`•••=', . .:: 2)DEAD LOAD OF ROOF SYSTEM IS 34 kg/m' TENNESSEE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT IMP �[:rV ,....}0,01,/, -�,� .-7• TEXAS UTAH VIRGINIA WASHINGTON SUPERVISION AND THAT I AMA REGISTERED PROFESSIONAL ENGINEER IN THE q ♦ •,.ti 1maq:.,"• ��,� p •nco.y I�•N en*Ort Mt 1+•►rq.e6 STATES SHOWN. i�.:\...... 'ar.._i i� 1 3)ENGINEERS CERTIFICATION:I LAWRENCE FISCHER CERTIFY THAT THESE r `""" `•tl""�°'F""°`p .97�"` TENNESSEE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT • ""`" raw,my dine iid I TEXAS UTAH VIRGINIA WASHINGTON SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE ' -` •day 1I•vord r,.r�.r t. 4)CONNECTIONS TO,AND ABILITY OF EXISTING STRUCTURE TO SUPPORT SUNROOM pcwy I r�entity -.tW M•r.r•r► STATES SHOWN. y _ MINNESOTA r_ .Yw.1 W stir FF MV me. MUST BE EVALUATED SEPARATELY! rief eaten".sr report s s-u-.d W r A_�J w�Ff�/ �...L 11111.11 mw.r dine.y..w r ur I.. 41:1 --r/+4e.a./ WISCONSINROFD.s. Maar 5)WIND SPEEDS ARE BASED ON BASIC VELOCITY PRESSURES.WIND SPEEDS FOR ..‘'4•41•g71,- •e.y A•e9t".+r..trr••••1 Impair 4)CONNECTIONS TO,AND ABILITY OF EXISTING STRUCTURE TO SUPPORT SUNROOM FILE:ROFENG 13.CDR the. •�194/1:1_,3 7B SB 8 9-0 SIB BAYS ARE THE SURE BECAUSE THEY ARE UMRED BY THE GABLE `n ►t MINNESOTA �trim.of 51994 of MUST BE EVALUATED SEPARATELY! 1MSCpdM t.......room. 5)W!!*D SPEEDS ARE BASED ON BASIC VELOCITY PRESSURES.WIND SPEEDS FOR ' • WI NON > r+No.z��!3 77.70an&93 03a BAYS ARE THE SAME BEryAUSE THEY_ARE UMITED BY THE GABLE " /O ( o 6git - _ 4-,' 1 . , • FORM PN8PL4.VEN 8-97 iFOUR SEASONS NEW SYSTEM 8 ROOF ONLY PRICES STANDARD I EXTRA COST GLASS OPTIONS I! COSTS ISEE GLASS CHART FOR SWFT PACES) I I 1 STEP 1:CHOOSE A MODEL NUMBER AND GABLE SIZE FROM COLUMNS"A"AND'V TO SUIT YOUR PROJECT.SIZE � I • VARIATIONS FOR A GIVEN MODEL DO NOT AFFECT THE PRICE OF FOUR SEASONS SUPPLIED MATERIALS. I PRICES Ij STEP 2:PRICE YOUR SUNROOM ROOF ACCORDING TO,TYPE AND N0.OF BAYS PLUS GLASS OPTIONS YOU WANT. E. I F. ROOF EFFEC- I' 1 YOU CAN ADD PRICES FOR 7N BAYS TO PRICES FOR 3N BAYS TO PRICE A 10N BAY ROOM.ALSO YOU CAN ADD MODEL I20 UPGRADES TIVE cFOR PRICES K"AND"N"BAYS TOGETHER.DO NOT ADD LENGTHS.(ADO MODEL STARTING PRICE ONLY ONE TIME) START-I CLEAR 8-97 STEP 3:GO TO PAGES 8 AND 9 TO PRICE WINDOWS/DOORS FOR FRONT AND GABLES. INC I SS-STD 8.SPECIFIC GABLE END SIZES C• PRICE GLASS TOTAL A.MODEL NUMBER I SEE DWG.8F-02 THRU 04 FOR MORE NO. 1 D. • j J ROOF Ij MINIMUM/MAXIMUM COMPLETE SIZE LISTINGS , AND ''LENGTH 21 ADD IN G H ' I UP- I PRICE GABLE END DIMENSIONS ONLY ! SO/s E F+J RIDGE HEIGHT ROOF SLOPE TYPE GABLES I 1-TIME GLASS GLASS PRICE GRADE (ADDI770NALMAIERIALS UNIT RISEIN,rDFRUN ; DF 1100 NOT ADO AREA CODE SO/FT SUB MOST BE PURCHASED LOCALLY) WIDTH I I BAYS I LENGTHS) I TOTALIII MIN . MAX MIN : MAX 8SLT-202 4'-4 11'-778 12-1 5/0 1178' ' 1318' 1K 5-012' I 1294 26 6'-1' GLASS LAYOUT ON ROQF 4'-6• ! t 1-5�2 ++'-??SB r ' '2114'i t N • 7335 754 '. 32 2 PIECES CONSISTING OF __�1. 4,8' 1 -3 1/4 11-936 ' 10 18'; 71 3B' 2K 9-4 1/4' 754 2587 52 I 0 AT 41 1/4' POOP %, 4 I -10 11'-0 5, 11'-718 91/4' 1012' 2N 11,5 1/4' 2669 64 5-0' 10-9 33/4' 10'-51/0 ' 8 38' 9 3/4' 3K 1 13.8' 3880 78 - 5'-7 10'-6 5.18' 111'-1 78 712' 8 7.8' ' 39 16'-912' 754 4003 96 ' I I' RIDGE 5'-4 10-318 9'-11' 658' 818' 4K 17.-11 3/4* 5175 104 I SEE STEP 370 PRICE i HEIR T 754 ' WINDoWLEENDS I FROM 5'-6 9'-11 0-758 53%4 71/4' : ( 4N 22-7314'l 5337 j 126 WE FOR GABLE ENDS •8-0 t/f I I HEIGHT ' 10 5--8 9'-61/4 10.-4' 4304' 6318' : 5K 22-312' ( 6468 130 r-074r 754-2'1Kr STANDARD, j 5'•10 9'-0 38 , 9-11 76 3 58' 512' ' I 5N 27,6' 6671 160 I I 6'-0' 8'-3 5.18' ' 9,7' 218' 4 5B' 6K 26'•71/4' I 754 I 7762 ' 156 I I 1 1' 6-7 8-11' 9-1' 3'4' 312' ' ' 69 .32 101/4'! 8005 I 192 I ll I6'-4 8-01/4' 8-4' 11,2' 2' :1KADD 1 4-3314' ' 1294 26 RomSLOPE UNIT WIDM 4 FROM 1 1N 12 FROM A �— I ` 754 P TO 12 IN 12 TO '( -: t '1N ADD': 5-41/4' 1335 I 32 I PRIMARY BEAM DEPTH.5 1? E a 'R 1 1 AVERAGE GABLE END SOFT OF SURFACE AREA I'8SLT-211 ! 4'-8' ;11'-11 1/4 12'-5' 11 3/4' 13' 1 K ' 5'-0 12' 754 1304 28 GLASS LAYOUT ON ROOF ' 4'-10' ' '11'-9 12'-: 10 78' 1218' 10 6'-1' 1345 34 2 PIECES CONSISTING OF �`- 5'-0' , '11'-6 5/8 12'-0 3/4' : 1018' 11 38' . i 2K , 9'-41/4' 754 2606 56 1 AT 41 1/4' 1• AT 36' aha/%1 I 5'-7 '11'-4' 11-1012' 91/4' j 1012' 2N 11'-51/4' 2690 68 II 5'-4' 1 11-1 18 11-8' , 812' ' 93/4' ' 3K 13'•8' 754 I 3909 I 84 5-6' 10-101,8 11'-.5 1/4 73 9 39 16-972' 4036 102 RIOGE 5-8' 10-658 : 11-238 678' '. 81/4' : 4K 17-113/4'1 5212 I 112111 SEE STEP 3 TO PRICE HEIGHT 754 EA# ' FORDr.DBEDENTE 1I/.7/r 5'-10. 110-278'_L10,111/4 6 712' 4N 22-1 3/4' 5381 136 I I u HEI,HT 10 6'-0' 9-1038' 10'-7314' 518' 63/4' i 5K 122-312' 754 6514 140 I: g's;,141.10 -0ns 12.7 TANDARDi 6'-7 ! 9'-518' 10'-3 3/4' : 418' 5 78' r 5N ( 27'-6' 6726 170 I 6'-4 8-10114 9'-111/4 - 3' 5' 6K 26'-71/4' 754 7817 168 I I 6-6 7-978 9,5314' 1' 418' 6N '32-101/4', 8071 204 I j_ ROOF SLOPE UNIT WIDTx — 6-8' 8,8 12 8,10 314 2 58' 2 7B' ' :16 ADD' 4,3 3/4' ' 754 ( 1304 28 FROM t IN,2 FROM4'-B—'I I I / 10111k 12 TO 6.8' - 1N ADD I 5'-41.4' f 1345 , 34 PRIMARY SEAM DEPTH.5 1/2' f - I ,. y AVERAGE GABLE END SOFT OF SURFACE AREA 8SLT-220 1 4'-10' 12'-4 3/4' 1 12'-10 38 1'-0 12' i'-05/8'1 tK 5'-012' 754 1313 30 j ,'•GLASS LAYOUIIN 09F • 5-2' 12-0 38' 12-6 38' 10 78', 1'-0• 19 6'-t• 1 1357 36 I2 PIECES CONSISTING OF 5'-6' 11'-73.2' 112'-1 7/8' ! 9318' 1012'1 i 2K 9'-41/4' ]� I 2624 60 II 2AT41114' 1 5'8 1 111'-4 3/4' 111'-11 38' BSB' ! 9 3/4' 2N ! 11'-5 1/4' 2713 72 b0 AT 36' • 00",_--1-----___-; I 5'-t 0 1 11'-1 58' 11'-83/4' I 7 78' ! 9 3K 13'-8' 7� I 3937 90 71 r r/ I I 6'-0' j 10'-101/4'1 11-578' 718' 838' 3N 16'-91/Y 4069 108 RILE 6'•7 10'-658' 177'-23/4'1 6318' j 758' j 4N 117-113/4' 5249 120 I I swoP3TOOs "47 1 6'•4' 10'-238' 110'-1138' 512' 678' ' 4N 122-13/4' 754 5424 144 g I I FOR GALE ENDS B'-1:vA' ! ' 11. g ;4711,.! Liam. 6-6 9-958' 10'-772 ( 458' 618' 5K 22-31R' 6561 i 150 STAMOADI 6'-8 j 9'-3 518' 10'-31/4' 3 58' 5 38' ; I 59 : 27'-6' 754 6781 180 I Pf� I 16'-10' 8'-738' _9,10 1/4' 238' 412' 6K 26'-71/4'1 754 1 7873 180 P r I I 7•0 9'-2 3B' ( 9'-4 18' 3 714' 312 j 6N 32,10 1/4' 8137 216 �� p RoOFSDP !—uNITwOrx 7-7 8-43/4' 18-73/4• 178' 238• 1KADD; 4'-33/4' 1313 30 FROMnhIT FROMA-°11T—"I, i 754 TO11INi2 TO 7/11 .. '1NADD' 5'-41/4' I 1357 36 I I j . PRIMARY BEAM DEP1H.51.7 _ AVERAGE GABLE END S01FT OF SURFACE AREA ii'8SLT-303 16'-10' 113'-5 3/4' 13'•11 3/4' 10 3/4' 11 5/8'I ' 16 j 5'-012' 771 1780 39 1 GLASS LAYOUT ON ROOF 1 7'-7 13'-0 78'J 13'•71/4' 9 58' 10 1/7 I 19 6'-1' 1846 48 N3 PIECES CONSISTING OF \_ ! 7'-6' 1 12'-738' : 13'-21/4' 8 12' 938' i 1 2K 9'41/4' 3560 78 IIIIIII D OAT 41 1/4' / ! 7n 3 AT 36 :.Bi 1 7'-10' 12'-1 18' 12'-8 58' 7 38' 81/4' 2N 11'-51/4' 3692 96 i I ----1 II I I 8'-0 111'-9 58' 12,5 1/7 6 3/4• 7 314'_ 3K 13'-8' 771 5339 I 117 1 1 f - 88-7 ! 11-5 76' ; 12,2 1/4' 618' 71/4' I 3N ; 16'-912' 5538 144 • i i RIDGE 1 8'-4' 111'-1 58' 11'-10 58 72''' 5 ' 6 58' ' 4K 17'-11 3/4' 7119 156 SEE STEP 3 TO PRICE HEIGHT 771 WINDOWS/DOORS FROM 8'-6' 10,9' 11'-63/4' 478' 6' 4N 22'-13/4' 7363 192 GK I I FOR GABLE ENDS •1P , IEIGNT 1/17 To 8'-8' 10-312' 11'-21/7' 141/4' 512• ' 5K122-31/7 771 8899 195 9 7-0714 13'-013/4 , , STANDARD I 1 8'-10' , 9'-9' 10'-93/4' 338' 43/4' 5N i 27'-6' 9229 240 9'-0' 9'-012' 110-41/4' 238' 418' , 6K 1 26'-71/4' 771 10677 234 H j 9,2' 9'-7 5/Er 9'-9 58' 318' 3 38' 1 6N 132'-101/4' 11075 288 ROOF SLOPE 1 UNIT WIDTH 9'•4' 8'-10' 9'-0 7/8' 2' 2 38' 1 K ADD 4'-3 3/4' 1780 39 II FROM 1 IN 12 FROM B'-iP-'I 771 TO121x12 TCer MIEMMINEVIMINMEI 1N ADD 5'-41/4' 1846 48 PRIMARY BEAM OEPTx T INEMENIEMENIENSM AVERAGE GABLE END SOFT OF SURFACE AREA 1. ADD FOR GABLE AND GUTTER CORNER KITS(EACH GABLE):200&300 SERIES MODELS$440;400&500 SERIES MODELS$408. 2. ROOF PRICES ALWAYS REFLECT 51/2'DEEP GABLE END BEAMS,ADD THE FOLLOWING AMOUNTS IF YOU WISH FULL DEPTH ENDING BEAMS (PRICES REFLECT ADDITIONAL CHARGE FOR 2 BEAMS):200 MODELS$0;300 MODELS$150;400 MODELS$258;500 MODELS$426. 3. MODEL STARTING PRICE INCLUDES 1 DOWN SPOUT KIT,ADD$47 FOR EACH ADDITIONAL KIT. 4. SEE PAGE 10 FOR ADDITIONAL FRONT LENGTH INFORMATION. I NOTE:K=4'BAY; N=5'BAY 64 /0 leo Z 41. N/ Ili 0 FOUR SEASONS SYSTEM 8 MODULAR SUNROOMS o O FOUR SEASONS ® SYSTEM 8 MODULAR SUNROOMS ® S U N R o o M S' ENGINEERING INFORMATION1111 'tar P® S U Nit O o M S ENGINEERING INFORMATION EFFECTIVE DATE:9-4-97 5005 VETERANS MEMORIAL HIGHWAY I EFFECTIVE DATE:9-4-97 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK, NY 11741 HOLBROOK, NY 11741 111111 BX FX 1111111 MLT GLAZING BAR GLAZING BAR ROOF LIVE WIND WIND ROOF LIVE WIND WIND maxis DEPTH O.C.SPACING LOAD(PSF) SPEED PRESS. LOAD(PSF) SPEED PRS. BX Fx MLT GLAZING BAR GLAZING BAR ROOF LIVE WIND WIND ROOF LIVE WIND WIND (NPH) (PSF) (NPH) (PSF) MODELS DEPTH O.C.SPACING LOAD(KG/M2) SPEED PRESS. LOAD(KG/M2) SPEED PRESS. 9 4 3/8" 3'-0 5/8" 45 120 37 45 100 26 (CM) (CM) (KM/H) (KG/M2) (KM/H) (KG/M2) 51%2" 3'-0518" 72 120 37 72 100 26 9 11.1 93.0 220 193 180 220 161 125 12 5 12" 3'-0 518" 35 100 26 35 14.0 93.0 352 193 180 352 161 125 73/4" 3'-0 5/8" 72 100 26 72 90 90 21 12 14.0 93.0 171 161 125 171 145 101 21 19.7 93.0 352 161 125 352 145 101 15 73/4" 3'-0 5/8" 48 90 21 48 80 16 mil 91/4" 3'-0 518" 70 90 21 70 80 16 15 19.7 93.0 234 145 101 234 129 80 23.5 93.0 342 145 101 342 129 80 • 9 43/8" 5'-1 1/4" 25 110 31 25 100 26 "I) 9 11.1 155.6 122 177 151 122 161 125 512" 5-11/4" 42 110 31 _ 42 100 26 14.0 155.6 205 177 151 205 161 125 12 512' 5-11/4" 20 100 26 20 90 21 12 14.0 155.6 98 161 125 98 145 101 73/4" 5'-1 1/4" 42 100 26 42 90 21 19.7 155.6 205 161 125 205 145 101 15 73/4" 5'-1 1/4" 25 90 21 25 80 1610 15 19.7 155.6 122 145 101 122 129 80 91/4" 5-11/4" 40 90 21 40 80 16 23.5 155.6 195 145 101 195 129 80 141/ A A`- NpILSS'C Y COM c.1.1781"..\ {fs('0 4Ii .w°u/� ..+1\: `S'<w[r.��sIQ:'O�L[l��S/ff OF•GE-F'EC' �(MCE rrtcINC f.lispw••° ::(zw,: :--, .S i1;II1! .:�i� _ �E.��,. 1"�._-R-11A 1 /�•' • C' t. 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". mt]f'‘,...,%.,00.4.: 7 •• 2)DEAD LOAD OF ROOF SYSTEM IS 7 PSF _ i_ E..+ua EVISION BY ASSEMBLY DETAILS FOR SYSTEM 8 2 X 4 BGC GLAZING CAP w/BEAUTY CAP GABLE BEAM BEND CLIP CLASS ROOF PANEL OVER BEFORE k• (3)2 X 4 HEADER INSTALLING ON C•8110 BEM EAVE MUNTIN 2 X 4 STUDS W/NK102J SETTING BLOCKS r 111. `-V - 8EH0 1 `/ OUTER INNER CAP C•8111 NfN1. TRIM 1/2" SHEATHING (AVE �� CABLE SAVE F+.t x �4 �I�AS SHOWN TO CLEAR I 1 ` FLASHING Q pp •• ��/ INNER LAVE, USE RAISED BEHI •� I INNER (AVE �!/ CK8103 L.) a �^' 2 X 4 AND TOP OF GABLE i 3/8" ,Ii) END BEAM TO MARK NOTCH z • 1BEFORE NAILING IN PUCE � EAVE THERMAL0MAXALLOWS fOR ` �/� GASKET (f� N(2 X 4 MAX SLOPEBEEF ' /ABOVE TOP (TO CLEARFRONALL J ZOF BEAM) 1/2' INNER EAVE) STUDS EGUUTTTER • p FLASHING Js yBLOCKING 70 7/8iiiIi1f , ixI/2" SHEATHING CASEMENT (Z x .. • (CUTOFFF SLAB EAVE WINDOW EXTENDER a p SHEATHING (BY OTHERS) NAILING FIN 8RFF a < x 2 a (4)1 X 4 BEG 8CT CORNER TRIM + 0 Y 0 . STUDS (OPTIONAL) NOTCH 2 X 4 STUD �j W = WTO CLEAR BENT HEADER CLIP AS SHOWN 11111111tillis. BMT MULLION TRIM ,- : W a EAVE FOR BETTER SHEATHING SUPPORT RIDGE ALUMINUM DETAIL w/6(AUTY CAP Q rn z (TOP TO BE FLUSH W/TOP OF EAVE CLIP) _` 8.8108R Z, In Ni t FRAMING COUNTER FLASHING BY OTHERS 414% � GUTTER END PLATE (HANDED) WCO o - WNER8ICCAP C•8109 CORNER GUTTER Z V. 9 0 zit RIDGE FRAMING & SHEATHING GLAZING CAP RIDGE HN1oa BERG SEALANT EAVE ALUMINUM o z W/BEAUTY APE d < LEDGER CAP CK8t02 1 W I OF BEAM PURLIN DETAIL C' M ry W ATTACH PURLIN CLIP CK8117 V GABLE �� ��� i TO BEAM W/ I HN2037 I W BEAM ,� i•' ./� `1\ >Alk.**,......,....,..<0( /8 X 3/4' FLAT HEAD SCREWS BEAMQ LaIND � r' gI 7CM 1 MUST4.4 JIII° OVERLAP I BIC I 1 I (CONDENSATION 1<` / j ( 1/2" SHEATHING r J WEEPING) iir 11✓ NOTCH AS SHOWN ,Vr --\... ~ "'w ABOVE TO CLEAR 1 F WN8fRP49PU \�� \,L BFRC RIDGE ' WN8FRP61PU ��� SE ENO LE 2 D BEL I PURLIN \� OF GABLE END BEAMBRFF 2 X 4 MARK NOTCH BEFORE BIC 1 3/B" MAX NAILING IN PUCE CLASS ROOF MAKE PLUMB CUT THEN TRIM ABOVE TOP OF ) PANEL jai2" DIM TO CLEAR THE BACK OF (INSTALL AFTER PURLINS) 'RAWN BY RCN RIDGE. THENAY GABLE END BEAM 2 X 4 STUDS THETHERMALBREAK 4RI1A/4"Y FROM ATTACH PURLIN CLIP TO CHECKED BY CM THE PLUMB CUT TO CLEAR FRONT PURLIN W/ HN2111 OF RIDGE /10 X 1 1 2 WOOD SCREWS DATE 3-30-93 SCALE NONE DWG► 8F-09 ;ACE ) OF ), x 1-1 -700:„. - . ..- It II 11 -I .., 1 4 1 Tt SYSTEM 8 EXPLODED DRAWING BY EVISION i RK45689GF CABLE ENO FLASHING GLASS ROOF PANELS BCC 36K, 36N, 41K, OR 41 N 1 GLAZING CAP W/ il�Cl BEAUTY CAP BIC INNER CAP 7MC II( ` Q MUNTIN CAP 7CM HK1023 II' II) //,► ` CROSS MUNTIN CK8117 PURLIN CLIP • �7 SETTING BLOCKS BEAM a W \f CN8105 I � �� �+ = EAVE BEAM CLIP II WN849/61 PUJ PURLIN Q O BEND OR TRIM UNUSED ) ` �` C, a HEADER CLIP AT ENDS II �� 2 X 8 LEDGER (BY OTHERS) z OUTER EAVE 8EHO ill / i(J `` ` CK8102 RIDGE THERMAL CASKET H y W/BEAUTY CAP EAVE MUNTIN 8EM o .,� COUNTER FLASHING (BY OTHERS) Vo r-+ < t INNER EAVE 8EHI I\ .` BERG RIDGE A e . W 11 '. ` , x .f U) Q o (AVE FLASHING / a .y 11 -- �, �; BRFF CABLE EXTENDER p CUTTER END PLATE I C•8105•• 1 �� '�/ (� e a W I CUTTERI BEC } i' • CK8106 RIDGE BEAM CLIP C 0 WW �li/ 5 1/2” ENDWALL BEAM d s W I -,��/ lip, ' (FULL DEPTH BEAM OPTIONAL) o'•� 'X W aS „ ; ( Q N2 x 4 BY OTHERS) IIWOOD FRAMING (BY OTHERS) C/) W aI Zisl Oto 2 I /�� I Cn 0I Wz c•B1D9f° 10 Ili ��'�4iiiita I��/� o e BMT CORNER CUTTER ' Q 0 MULLION TRIM C4W/BEAUTY CAP 8.8108•• CK8103 `I GUTTER END PLATE r EAVE THERMAL GASKET r 14 CASEMENT WINDOW4. �` (SPECIAL FRONT WIDTH SIZE) I 7.999 GABLE EAVE FLASHING 5' OR 6' HEIGHTS :41 A DOWN SPOUT CASEMENT WINDOWS 5'-0' SLIDING GLASS DOOR (2 ST USED W/HAL WIDTHS,ROUWHEN DS ATRIUM SWING DOORS NOT AVAILABLE IN OC/� / �� BRONZE CLADDING OR HEAT MIRROR RCN 8CT 4, • CORNER TRIM y BMT CHECKED BY CM Bronze or While MULLION TRIM W BEAUTY CAP •• - L/H or R/H W/ BEAUTY MORE DETAILED INFORMATION SEE SHOP DRAWINGS 8F-01 THRU 8F-10 DATE 3-30-92 SCALE NONE DWc18F-08 PAGE 1 OF 1