HomeMy WebLinkAbout2007-P11093 - addn/remodel/repair � � PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: p11093
Crystal Bay, Minnesota 55323 Permit Type: Addition/RemodeURepair
(952) 249-4600 Date Issued:
6/14/2007
SITE ADDRESS: 1845 Lakeview Ter unit#
Long Lake,MN 55356
PID: 2�-118-23-42-0016
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential Census Code 434
Permit Class: Building
Permit T e: Addition/Remodel/Repair Permit Sub-type(s): Addn/Remodel/Repair
YP
DETAILS:
Approved per resolution#:
Separate permits required: Electrical(state)
NOTICES/REMARKS:
Tear off and replace greenhouse,built under pernut 4653
FEE SUMMARY: Permit Fee: $ 512.45 Valuation: $ 36,274.00
Plan Review Fee: $ 333.09
State Surcharge Fee: $ 18.15
TOTAL FEE: $ 863.69
APPLICANT: Renaissance Exteriors,Inc. OWNER: Celayne Jones
7351 Kirkwood Lane 1845 Lakeview Ter
Maple Grove,MN 55369 Long Lake,MN 55356
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.
r, 1��� 4r� �n`�
APPLI T PERMITEE SIGNATURE [ SUED BY SIGNATURE
Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
. ' � ' �.�I��
�� ��
Total Fee: $ g�O�Je�Q q Date Received: (o �7'd 7
Entered By: Permit#: �//D�_3
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 O CONTRACTOR
JOB SITE ADDRESS: ��'S�{�'j LuKAli�w ��t�C��.e ZIP: �3���
Will this be a P,�arade of Homes,Remodelers Showcase Home or other Display Home?
❑ Yes � NO If yes,a special event permit is required with Police Department and Ciry Council approval
60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates
su�cient on-site parking is availa6le. Non permitted events will not be allowed.
NAME OF OWNER: C,�]�1i►.�, �vv�,e� PHONE: (home) � �- -G�t�f 3
(work)
MAILINGADDRESS: L�6`4� Lr.�K?�i��ll�Y�CITY: (�to� ZIP: _ci 53��
CONTRACTOR: ��t�;sti�� �ac,�l�oYS PHONE: 71o�-?S�c�-aoa��
CONTACTPERSON: �,�-( u�,s,; MOBILE/PAGER: '���-�(��-��;y}�
MAILING ADDRESS: 73�l k;6�.��,a �u�� N CITY: � ZIP: �c�
STATE LICENSE: # '�V��o��Y EXPIRATION DATE: 3�31-v�,
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION: #
TYPE OF WORK: New Home Addition � Accessory Structure
Move Home RemodeUA teration(ie: Siding,Windows)
Any earth movement may require MCWD review and permits!
PROPOSED WORK(describe in detain: tccr � ' ` 4
w� � ` � r v�
STORIES: � SQ.FEET OF EACH FLOOR: � (D�Sy ��
NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED
ESTIMATED CONSTRUCTION VALUATION(ezcluding land): $ �(o,a�7lS�
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 with the approved plan.
APPLICANT'S SIGNATURE: DATE: �����
31
. ' � ,
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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 bc as set forth in this section.
Subd.2. Information required to be given individual.An individual asked to supply private or confidcntial data conccming himself shall be
informed of: (a)the purpose and intended use of the rcquestcd data within the collecting state agency,political subdivision,or statewide system;(b)
whcthcr he may refuse or is lcgally required to supply the requcsted data;(c)any known consequence arising from his supplying or refusing to supply
privatc or confidential data;and(d)thc ide�tity of othcr persons or entitics authorizcd by state or fedcral law to receive the data.This requirement shall
not apply when an individual is asked ro supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer.
The commissioner of revenue may�lace the notice reauired under this subdivision in the individual income tax or proocrty tax refund
instructions instcad 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
storcd 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 becn shown the private data and informed of its mcaning,the data nced 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 bcen collected or created. The
responsiblc 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.
Thc responsible authority shall comply immediately,ifpossible,with any request made pursuant to this subdivision,or wi[hin five days of
thc date of the rcquest,excluding Saturdays,Sundays and]egal holidays,if immediatc compliance is not possible. If hc cannot comply with the rcqucst
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 1cgal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completcness of public or private data
conccming himself.To exercisc this right,an individual shall notify in writing the responsible authority dcscribing[he naturc of the disagrcement.The
responsible authoriry shall within 30 days either. (a)corcect the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccuratc or incomplete data,including recipicnts 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 disagrcement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act rclating to
con[ested 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 fumish 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 reyuires 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 �/�(�ddle Last
./ �..�
Address 6
City State Zip Phone
I understand my rights as stated above.
,
Signature
�j�M °�,� �:� r3�
� � �� 32
.�F�.a�` „�..��". �«
CHECK OFF LIST FOR ISS UANCE OF PERMITS
FOR OFFICE USE ONL Y
ADDRESS OR LEGAL: r�'��,�/Cc?,ti i��v ��'f/-�C',Q �
PID:
DESCRIPTION OF WORK: G� f:S G'v^�... wi � L! S�l(¢�J
---------------------------------------------------�/----------------------------------------------------- � 7 �
ZONING REVIEW BY: t" DATEAPPROTtED:
BUILDINGREVIEWBY.• DATEAPPROVED: b -cl- D�
FEES TO BE CHARGED: Misc. Fees Cczlczclatec�By:
PERMIT Yes ✓ No
PLAN REVIEW Yes�- No SEWER CONNECTION
STATE SURCHARGE Yes—� No WATER CONNECTION
INVESTIGATION FEE Yes No �"' PARK FEE
SAC Yes No� SITE INSPECTION
Number of SAC U�its � OTHER (specify)
------------------------------------------------------------------------------------------------------------------------
ZONING CHECK LIST za�if�g District: L�' ��
Fire Depai�tment: Post Office: School District:
Lot.4r�ea: Sg.ft. Ac�•es Width Depth
Survey Sarbmitted: Yes No_ Date of Sttrvey:
Pr•oposed Setbacks:
Front(Lake): Right Side:
Rear(Stf•eet): Left Side:
Adjacent Struct��res: Wetland:
B�uilding Height: Def Hgt. Peak Hgt.
I,ot Cover•age:
Grading: Sta�f'App�-ova!Date: By: Council Approval Date: _
Septic: Staffrlpproval Dnte: By:��
7_vi�ing I'ile: # Resola�tiorr: # Resolzrlia�Date:
Shoreland Distr•ict: r�lCG�D Pei�mit:
�vg. Setback: l3lLrffSetback: LotCoverage:
Existing Proposed
Kardcover: 0-75'
7�-?SO'
2�0-�00'
�00-1000'
Hardcover �ariance Reg��ired: }'es �Vo Date of Coa�ncil�lpproval.�
REMARKS(in hoirse): !/Y � U[f2G �
l S � X[ � � ��� � (� �
rd(S�e�( o �'' l �? ' �,vcuCd !� <�c--1 G'��'I � �C.vi �C� /��
>;
B UILDING RE vIEW CHECK LIST
UBC: R •3 CONSTRUCTION TYPE: '��/�
Sg Footage �'Per Sq Ftg
Baseme»t x =
1 st Floor x =
?nd Floor x =
Garage x =
Y =
TOT,�L
Estimated Constructioit Value: $ 3le?�`�
Inspections Required: Work Rer�uiring Separate Permits:
Site Pla�mbing Fire
Hardcover Rernoval Mechanica/ i��ater Connection
Footing Septic Setiver Connection
�C Framing Fireplace Lmvn Irrigation
Inszrlatra� (D�fasonry) Other
Yi�all Board (d�ffg.) ��l�ell(State Perrnit)
o� Final Gr�ading/Filling � Glectrical(State Permit)
Othe��
REMARKS(INHOUSE):
----------------------------------------------------------------------------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
Access.4ppr�oval. Date B}�'
-----------------------------------------------------------------------------------------------------------------------
REMARKS (TO BE NOTED ONPERMIT): /^�?�i��e��o� Qi���I�IcuS� h�.,l.�
;� �o Jc�"cv�� � �l�S�S
34
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EXAMINED FOR "`-'� `��y` ' ,:�'a
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"f�;' SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE ARE NOT
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� DESCRIPTION IV1 " � �dC3Y�
ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 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
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:�ES_NO
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WlLL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CAIL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. �95Z� 249-46��
OwnerlContractor on site:
Inspector. � �
White Copyll�spector's File Canary CopylSite Notice
NOTE:
SYSTE M 4 E S U N � ST�;�S T7E FRONT WALL LEN6TtI OF Tt1E ROOMS U
� A, � DOES NOT TYPICALLY 60VERN Tt1E STRUCTURAL DESIGN. � �
ST RA I G N T EAV E D ES I C-�V TY1E FRAPnING IS CONFIGURED AS A BAY AND TryEREFORE a p
GENERAL NOTES S REPETETIVE. CONSEQUENTLY,A FOUR 6AY ROOM �
��'a BEh1AVE5 IN A SIMILAR MANNEIZ AS A TWENTY BAY ROOM. � �
A.FOUNDATfON� G.SEALA�IT ��C�p �'� �_ (-i �
I.ALL SUBSTkUCTURES INCLUDING oUT NOT LIMITED TO FOUNDATIONS t DECKS,SHALL BE DESIGNED BY OTrIERS. �.FLL SFPtANT OR T I�5 TT- 00 ASTM C-920 iYPE 5. U
.>�noe r,s,c� zs � !+, -� FASTENER SCf1EDULE FOR SYSTEM 4E � ¢ a
2.CONNECTION DETAII.S SriOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITYOF ;t'� ?ROFESS�r� ! �i TO EXISTING STRUCTURES � FOUNDATIONS Q 3 �
FOURS SEASONS COMPONENTS. TF1E ACTUAL CONNECTIONS TO SUBSTRUCTURE SFIALL BE DESIGNED BY OTNERS. y �,,.;K�S ��t'�'���� � � z � Q
l� �T� . C7 '_ vai
ALL GP r.ETS�t'c GO-L'X?�.UDED AN9�NON FASTENER NO./SPACING - C
B.EXISTING STRUCTURES �1 ,{+ � conneoNe�r 0.� �.
I.T H E C A P A Q T Y O F T I 1 E F X I S T I N G O R N E W S T R U C T U R E T O R E 5 1 5 T ALL L OADS IMPOSED BY TY1E POUR SEASONS ROOMS I. R!�Op�1 SPECIF rq ,, W+. :� (M I N.) F A S TENFRS a ,� Y �
SFIALL BE EVAWATED BY OTFIERS. ' �., ,/s� �!'
¢ a u
-� ��' � COLUMN/SILL 3/8"0 ?_(MIN.)@ EACti COLUMN �i � � �
Z CONNECTION DE7AIL5 SF10WN ON DR,4WING5 INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF FOUR SEASONS REFERE'vCE STANDA��S; `� H s I I/4"WASFIER � � � �
� ASTM E I I 9 . Tf -
COMPONENTS. TF1E ACTUAL CONNECTIONS TO EXISTING OR NEW STRUCTUIZES SFIALL BE DESIGNED BY OTFIERS. n51 M E I 300 ,;�r"'" W
ASCF 7-y8 �'t"^"�=L,"'�'� GiAZiNG BAR 3/H"0 2 (MIN.) O � � �7
C.STRUCTUFtAL STEEL �
I.ALL STRUCTURAL STEEL CONFORMS TO ASTM A36 OR ASTM A572 GRADE 50. WALL COWP.4N #I O 2 IN TOP 6"(3"APART) � � � ¢
a;WALL G�A55 CODE 74.R-VAWE;4.0, 30"O.C. (MAX.)VERTICALLY � m m �`'
ROOF GLA55 CODE 78,R-VALUE;4 0 � �, a �
D_AWMINUM 6;aVA�L PANELS TO BE 3"INSULATED w
I.ALL STRUCTURAL AWMINUM CONFORMS TO Tt1E MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY AND TEMPER cl(XX)LITE COL�MNS NOTE:"ALL FASTENERS SHALL BE STAINLE55 STEEL". O > S �
v,
EXCEPT AS NOTED BELOW: d)(XX)UTIUTY"li"CpLUMNS(GABLE ENDS) � o z
e)(XXj Ui ILITY"hi"COLUMNS �+
REAT ROOM I 2 RIDGE BEAM...............6063-T6 4
CORNEfZ COLUMN...............................6063-T6 F);X)SWIP:G DOOR W �
Yi-COLUMN.................. ........... . . .....6105-T5 g)(X?SLiDER DOOR � W
2.ALL STRUCTURAL ALUMINUM WORK CONFORMS TO"PART i-A-SPEQFICATIONS FOR ALUMINUM STRUCTURES- � j
ALLOWABLE STRE55 DESIGN"OR"PART I-B-SPEQFICATIONS FOR AWMINUM STRUCTURES-BUILDING LOAD AND J. DEFLEC�ION CRITERIA DOCUMENTS ARE VALID ONLY
I ALL MEMBERS MEET OR EXCEEDS TF1E FOLLOWING MINIMUM DEFLECTION LIMITS:
RESISTANCE FACTOR DESIGN"OF TF1E ALUMINUM ASSOCIATION, INC.SEVENTti EDITION,EFFECTIVF JANUARY 2000. LL DL+LL WITI1 AN ORIGI NAL STAM P O O
3.IN ALL INSTANCES WFIERE ALUMfNUM COMES INTO CONTACT WITFi STEEL,PROVIDE DIELETRIC SEPE�FATION. a.STRUCTURAL ALUMINUM: --- VI20 AND DATED SIGNATURE �
4.ALL EXPOSED ALUMINIUM RECEIVES ONE COAT OF PAINT. COLORTO IS GOORDINATED WITIi MODEL AVAIL4BILITY. b.GLA55: UI75
t". FASTENERS K. DESIGN LIVE LOADS
I.ALL LAG BOLTS StiALL CONFORM TO ASTM A36. STRUCTURAL MEMBERS I1AVE BEEN CESIGNED FOR FULL DEAD LOADS AND Tt1E FOLLOWING ,p� �
2.ALL LAG BOLTS SFIALI.F!AVE A MINIMUM EMBEDMENT OF gx BOLT DIAMEfER WTO STRUCTURAL FRAMING;G=.45 MIN.j LIVE LOADS: ��6
3. LAG BOLTS AND SGQEWS INTO WOOD FRAMING SYIALL BE PROVIDED WITFi PILOT F10LE5 IIAVING A DIA.METER NOT GREATER
TF1AN 70 PERCENT OF TI1E TFiREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS ANO SCREWS StiALL BE INSERTED �. �MPORTANCE FACT025:WIND(Iw) = I.O � �
IN PILOT i10LE5 BY T�URNING AND UNDER NO QRCUMSTANCES BY DRIVING WITFi A FIANMER. SNOW(Is)= I.O
4.ALL EXPANSION ANCI10R5 5!?ALL BE DESIGNED(8Y OTFIERS)IN ACCOfZDANCE WITFi TF1E SPECIFIC MANUFACTURER'S REQUIF,EMENTS SEISMIC(le) = I.O
AND ALLOWA6LE LOADS AND SFIALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTUREK. 2. L'VE LOADS SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE fZOOF LOAD
5.ALL FASTENERS CONNECTING ALUMIMUM COMPONENTS ARE STAWLE55 STEEL TYPE 300 I 8-8 UNLESS OTt1ERWi5E NOTED
ON PLANS. 3 SNOW SEE ENGWEERING TABLES FOR MAXIMUM ALLOWABLE ROOF LOAD
r. GLA55 4.WINU LOAD SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE WIND SPEED � z
I. GLASS UNITS CONSISTS OF TWO PANES OF I/8"Tt11CK TEMPEiZED GLA55 WITFi A 5/8"STAWLE55 STEEL SPACER 6ETWEEN r^
PANES WITIi AN AI2GON FILL. 6.SEISMIC LOAO SEISMIC PARAMETERS ARE AS FOLLOWS: Q \J
2.GLA55 CONFORMS TO ASTM E I 300. UBC'97: � W
3.ALL MC I 6 QEAR ARGON ROOF GLA55 HAS TF1E FOLIOWING MINIMUM PROPERTIES: BASIC STRUCTL�RAL SYSTEM:BUILDWG FRAME SYSTEM-LIGFiT FRAMED WALLS Q
VISIBILI7l'TRP,NSMITTANCE = I 6% w/SFIEAR PANELS(UTFIER MATERIAi) �i +a}
SOLARTRANSMIiTANCE = 10% �
RESPONSE MODIFICAIION FACTOR R=5 � z W
ULTRAVIOLET TRANSMITANCE =7% SEISMIC F(�RCE AMPLIFICATION FACTOR = 2.6 � � �
VISIBLE OUTSIDE REFLECTIVITY = I I% 6UiLDING t1EIGrIT LIMIT. FEEf li= E5' w � Q
VISIBLE INSiDE REFLECTIVITY =25% �
SGADING COE`FICIENT = .I 8 2003 IBC: } W
SOLAR 11EAT GAIN COEFFICIENT = .I 5 9A5!C STRUCTURAL SYSTEM:BUILDING FRAME SYSTEM-LIGFiT FRAMED WALLS �� W
RELATNE I1EAT GAIN =39 w/Sf1EAR PANELS(OTYIER MATERIAL) � _
ASFiRAE WINTER U VALUE _ .25 RESPONSE MODIFICATION FAGTOR R= 2.5 � �
ASFiRAE WINTER R VALUE =4.0 SEISMIC FGRCE AMPLIFICATiON FACTOR = 2.5 W
DEFLECrION AMPLIFICATION FACTOR Cd= 25 � �
4.ALL MC-56 CLEAR ARGON WALL GLA55 I1A5 TI1E FOLLOWING MINIMUM PROPERTIES: B;JILDING t1EIGFiT L�MIT.FEET ti =65' �
VISIBILITY TRANSMITTANCE = 56
� ~
LAR TRANSMITTANCE =29 7.LATERAL DESIGN CONTROLLED 8v WIND. �
ULTRAVIO�ET TRANSMiTANCE = I 3
VISIBLE OUTSIDE REFLECTIVITY = I O L COORDINATION
VISIBLE INSIDE REF�ECTIVITY = 1 7 I. FOUR SE.450N5 SUNROOMS IS NOT RFSPONSBLE FOR VERIFYING E COORDINATING
SYIADING COEFFIQENT = .38 1�!1E INFORMATION BETWEEN Tf1E5E DRAWINGS B ANY OTIIER DRAWINGS USED IN CONJUCTION
SOl.4P.f1EAT GAIN COEF`ICIENT = .33 WITFi TFiESE DRAWINGS.
RELATIVE F1EAT GAIN =79
DRAWN BY:�P
AStiRAE WINTER U VALUE _ .25
M.ABBREVIATIONS
TNF FOLLOWING LISI"OF ABBREVIATIONS i5 NOT iNTENDED TO REPRESE�T ALL TNOSE USED ON REVIEWED BY:AS
AStiRAE WINTER R VALUE =4.0 T�ESE DRAWINGS,GUT TO SUPPLE�4ENT i F1E MORE COMMOh�A66REVIATIONS USED:
I.7YP. -TYPIca� UATE: 08/006/04
2.S�rn. _SINIILIAR
� 3 UON-UNLE55 OTHERWISE NC�TEC REVISION DA�E
a.conr.-CONrivuou5 5-04
�
A �-I
� N CCUSTRUCTION SAFETY �
T�";E Ii�aN�INGS DO�J�)��CONIAIN NECE55.4RY COMPONEN'S FO��APE?Y 7UR;�VG CONS`RUCT!ON.
� -. fnt!NtiTHLLEP.'"�i1ALL��OVIDE P.DEQUAi"c-'�iv1FOP.ARY BRACING,511t�R.ING 8 GUYING OF FRAMING �
� AGAit��S�1h'IIJD,CGNSIRUCTION LOADS�OTHE�TFMPOkF�RY FCaCES UN?IL IJO LONGER RCQUIP.EC
� FCe TrtE;U??Ci�T OF 1 i1E FK,4PJ�iNG.
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� I. VJIIEN USED q5 A PATIO COVER-F1E ROOM COMFORMS TO ALL APPLIC?.BLE PROVi510N5 OF EITHER�
GRAWING NAME:
a)APPENDIX ti OF Tt-IE 2000 iRC nR 2003 IRC WtiICh1EVER IS APPLICABLE
b)P,PPENDIX I OF Th1E 20GG IBC OR 2003 IBC.WhtCF1EVER IS APPLICA6LE ��� ��_� �
I
I
� PAGE � Ci` 7
ENGINEERING NOTE: �j
Tt1E ENGINEERING DESIGN SCOPE OF WORK �"� `"
,j�j��� FOR Tt1E FOUR SEASONS PRODUCT DOES NOT �"� a
�• •� ACCOUNT FOR SPECIAL LOAD CONOITIONS � �
SYSTEM 4E CURVED �r��� ' '� CREATED BY ATTACIIMENT TO TI1E EXISTING F-+ �
I SYSTEM 4E STRAIGFIT L������ L~� , STRUCTURE. TFIESE MAY INCWDE SNOW U `"
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ROOM GG MODELS ROOM XI1 MODELS I ROOM 8W MODELS
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r EVAWATED 6Y OTIIERS. Q x � �
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G I io G I G2 iD n �� � G I � G I G2 � - � � m ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND � w `-`� �
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ECLT-I 5GG � ESLT-I 5GG �
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BASE WALL 11EIGt-iT5 SI-10ULD BE MADE IN INCREMENTS � I \ REFER TO COVER
OF 7 I I/I 6" TC UTILIZE STOCK GLASS PIECES OVER DOORS. "' NOTE: �
(EXAMPLE 7 I 5/I 6��, I 5 5/8��, 23 5/I G° � 3����, TFiE FRONT WA�L LENGTry OF TF1E ROOMS "' S N E ET FO R
MINIMUM BASEWALL h1EIGt1TS TO FIT DOORS G I G2 G3 G4 G5 G6 I DOES NOT TYPICALLY GOVERN Th1E STRUCTUfZAL DESIGN.
ON BASEWALL MODELS� 3 FT = (NA�, TFiEFRAMINGIS CONFIGUREDASABAYANDTIIEREFORE G I G2 G3 G4 G5 G6 � MEMBER DESIGNATIONS DRAWING NAME�
IS REPETETIVE. CONSEQUENTLY.A FOUR BAY ROOM
5 FT = I 5 5/8�� BAY G2, 8 FT = I 5 5/8�� BAYS G2+G3, � BEtiAVE51N ASI�'ll_ARMANNERASATWENTI'BAYROOM. ��/� �F_O�
I O FT = 7 I 5/I 6" BAYS G3=G4, I 3 FT = O" BAYS G4+G5, �---�s-�� ��a —� I L
( -�-I 5'-I I I/4"-�
I 5 FT = O" BAYS G4-G6. ECLT-I SXf1
ESLT-I 5XI1 PAGE 2 oF 7
_ ENGINEERING NOTE: �j
� ' ,� TI1E ENGINEERING DES�GN SCOPE OF WORK a �
�f FOR TI1E FOUR SEASONS PRODUCT DOES NOT C
. "^`��� ACCOUNT FOR SPEQAL LOAD CONDITIONS C/] �
{ ����~ � ''��' { Tr��i CREATEO BY ATTACIIMENT TO TY1E EXISTING E-{ �
SYS?EM �;� �URVED I SYSTEM 4ESTRAIGIIT `' ' ��Stz" "� � '"�� STRUCTURE. TIIESEMAYINCWDESNOW U �
ROOM BW MODFLS SYSTEM 4E CURVED SYSTEM 4E CURVED � SY�TEM 4� STRAl�s. , � � �r SYSTEM 4E STRAIGIIT DRIFTWG OR UNBALANCE SNOW LOADING. �
ROOM B�l MODELS ,���. ,s .' --� ¢ o
ROOM GG MODELS ROOM XI1 MODELS �:�- �'" ANY SPEQAL LOADING CONDITIONS MUST BE
(BASEWALL NOT S110WN) I (BASEW.ALL NOT 5!10WN) RC�OM GG MODELS ,,,�+'� ROOM XI1 MODELS Q 3 - ¢
I _ .,y< EVALUATED BYOTIIERS. � v � �
� � I - — z J �
� � � �� f I � � i ►- — a � � °
°' ^ - � ' f ENGINEEfZING NOTE: � o '' o
� I ? �
o m � � � � � ; � � � -
3
G I j G I G2 `j G I '� G I G2 � oo � I G� � G I G2 i I - � m m ALL SUBSTRUCTUfZE DESIGN REQUIREMENTS AND � � � �
�_ I I b � G I C� I G2 `O CONNECTIONS TO TF1E F�(ISTING STRUCTURE ARE Q �
� - NOT INCLUDED IN THE SCOPE OF WORK FOR T11E C/1 a � v
E C L T-5� ` ` � G I G2 E S L�W Z �S L 7-S8 � � G I G I G2 I FOUR SEASONS PRODUCT,AND MUST BE � a w
3�_p i i2.�� S'-7 U8' � -
ECLT-3BW' s�-o uz°-�---I �s-� iie•--� I I � w ra
� B W �--�-s�-o iiz° --J s-� iia^ I-- I D E S I G N E D B Y O T h 1 E K 5. Z W O Z
I I � I ESLT-3 G G E S LT-5 G C- � � � � - -- > x Q
ECLT-3GG ECLT-5GG � � �
3'-0 I/2'-�----I 5'-7 I/b"—� 3'-O I/2" 5'-7 I/8" (/] p Ll
ECLT-3XI1 ECLT-5XF1 I ESLT-3XI1 ESL.T-5XF1 Q � �
� I � I GENERAL NOTES AND SPEQFICATIONS W cn
1D �o i C/� w
� � � � � _ I. Thesc standard plans show members,cunnections and allowable �/ �
loads for the pro�ed,and assume that the connections at the �_�
base and wall are secure6 to adequate�trocturai components of � {�j
G I G2 G3 �j � i G I G2 G3 '` "� � the cxisting strncture as indicated���hP aeta��7. � o
� � G I C-2 G3 N �. In order for an existrng 51ab to bn used,it shall b?m good w
�8 2 /8� �� G2 G3 I I �I _ condition with no ewdence of extensve cra-:km�,water � �
v
8-2 ��8�� t seepage or unstable foundat�on charactens[ics. Mimmum
ECLT-88W � � � I I ESLT-8BW I I _ thickness shall be 3 I/2���hes. -
Ig z I/B /� I F —� � /� � 3. Mccharncal fasteners� . 17Gc �
ECLT=8GG I V I G2 G� E�LT-8GG G I G2 G3 a. Sheet metal screws Lo be ildtrK.mnk�elFdnl6ng stainless ��S~
� - __ __1_� I — . -- . . _ _ steel or equal.
I � b. Anchor bolis mto concrete slat shal;be I,'4"diameter x 2 I/4" � �
� � I I_g,_Z i�8.,� / � �— I- _ hlJtrKwik Bolt II. Prnviae 2"mimmum edge AisCance. . �.�
� /� ! �n � � a-z i ie•—i
' _ I ' N I CC�T-CrJXI�I I � � �n I � �fl- ��� ESLT-8XI'j 4 All structurai mernbers mcl,di^y headers,vertical mullions -
��` „j I _ and rorner posts show7 on these plans shall bc alurnin�m
� (� i G� G� CL} - I . � I � I G I G� G� C� _`O I I o i. _ alloy and temper 6005 T5,ezce�:as noted Qtherwise. �
� I� � G I �C 2 G3 G4 � � f � G � C„ G3 �4 Q' j �� 5: Wher used as a Pat�o Cove�(as v �vlPa w�der the _
I I f - . � � aopena�x Chapt?r 3 I or ehe I 99i L'�C Code)
�--I 0'-9 I/o"---� � . -- , _ � � � �
ECLT-I 06��/ I =r ---i 0'-y i/8'--� I � a. It may be s;ivpo�ted cn a new or�x sting non-engmeered O
I E51_T-I OB�v�/ �' � `_° concrete slab on grade. It sucn non-enyineered slab is �
i---���-�' '�e"---�1 - I . . p�_9 iig- ^ 'uti6zed then the allowable loaci i:4mited'uv such slab as O �
�. �CL I-i�GG -- - � __ 1 FSLT-I C,,CiG — �ndicated m the!oad table��. �
� b. The use of such Patio Reoms ere limited to recreational and W
i outdoor iivin ur oses onl and are not to be used as a � �
i G I G2 G3 G4 `�p p Y
� I I I G� G2 G3 G4 carport.garage,sr.creye or hab;ub�e rooms. � �
- �o ^/
^ ? I � I = �- � c. "Open Area"of the longest wall and one addibonal wall shall w I� I LL
- �- Il.l Q
' � � � � I be a mmumum oE 65%of the area beow a height of 6'-&' N �
� - C-1O�9 �/8 � - �O'-9 �l8'—�1 for each wall. "Open Area"is defined as area with;nsect ej �
G� G2 G3 G4 G5 I a� EC�T-��Xh G I G2 G3 G4�� I I o I E�LT-I OXH screening or readdy removable plastic glazing wt �
G i G2 G3 G4 G5 I I � G I G2 G3 G4 G5 exceeding I/8"in thickness. The.third wall may be rn
solid or qlazed with 91ass. `� J {�
I 3'-4 I/4'—�- � -- �--I 3'-4 1/4'--- ` . . \
ECLT-I 3BW E�j�T-�3B1/�/ � I �d. All other requirements of Appendix Chapter 3 I r z
�13'-4 I/4'-- I ,; "Pado Cover Enclosures'of the I 997 �
13'-4 �/4"- � �
ESLT-i 3GG UBI.shall be adhered to. �
ECLT-I 3GG N I � �
� �'6. Aluminum connections must be protected from direct
1D contact with dissimdiar materials such as steel Q
ro N
,.m� `� "� concrete. In 3ccordance w�th Chapter 20 Section
a� I o � 20I I.62 of the Unrform Budding Code(UBC).
� G I G2 G3 G4 G5 �; � G I G2 G3 G4 G5 �r�wN BY:Tw
C' � C'2 �'3 C'4 C'5 C'E' o G I G2 G3 G4 G5 G5� � 7. This?atio System may be installed under FourSeasons
I N Weatherlock II Roof Panels with roof Ft-beams recognized REVIEWED BY:LD
I � - for enclosures per Chapter 3 I (Appendix)of the I 997
I— ��' �� ��4"� G I G2 G3 G4 G5 G6 �13 �' j4 � ` -- - I--�3�-4 ��4•--I Uniform Bwldin coae cu�c�.
G I G2 G3 G4 G5 G6 9
�s �I ��4 ESLT-I 3XF1 DATE: 06-27-03
ECLT-I 3XI1 8. So6d wall panels shown on details shall comply with an
ECLT-I 5BW I ESLT-I 5BW I.C.B.O. report currently recognized by the LC.B.O.
I I REVISION DATE
�5'-i i iin'---� I— I Evaluation Service Inc. All extenor areas of solid walis
� I S'-I I I/4"-1 which are sub�ect to water mtrusion shall be fully caulked.
ECLT-i 5GG I ESLT-I 5GG
9. A 6'-0"max width tempered glass or plastic sliding door
`� 1D may be installed in any non-beanng wall,prowdec!that the
BASE WALL 11EIGriTS 5110ULD BE MADE IIV INCREMENTS m = w�l is not being used tc sat�sy tne"OPEN AREA"
OF 7 I I/I 6" TO UTILIZE STOCK GLASS PIECES OVER DOOf�. `" � NOTE: o �e uirements af�ote 5C.
(EXAMPLE 7 I 5/I 6", I 5 5/8", 23 5/I 6" � 3 I";, rr,�,=rzoNr wn���er��m oF rHe RooMs m REFER TO COVER
MINIMUM F3ASEWALL 11EIGIITS TO FIT DOORS G I GZ G3 G�F G�J GE I I DOES NOT TY�ICALLY GOVERN TY1E STRUCTURAL DESIGIJ G I G2 GJ� G4 GS GE DRAWING NAME:
i ?FiE FRAMING 15 CONFIGURED AS A BAY AND TIIEREFORE S h E ET FO R
ON BASEWALL MODELS� 3 FT = (NA�, IS REPFTFTI\'E. CONSEQUENTLY,A FOUR BAY ROOM SYS 4�-02D�
5 FT = I 5 5/8�� BAY G2, 8 FT = I 5 5/8�� BAYS G2+G3, I BENAVES IN A SIMILAR MANNER,AS A TWEN71'BAY ROOM. M E M B E I\ D ES I G N ATI O N S
I 0 F? = 7 I 5/I 6" BAYS G3=G4, I 3 FT = 0" BAYS G4+G5, �--��-�� ��4•� I � �_�,, �� ��4„_�
I 5 PT = O" BAYS G4-G6. ECLT-I 5Xh ESLT-I 5XH PAGE 2AoF 7
U
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B — — — — — — — — — A B C z �
� GABLE MULLION 7 7 -7 � � S Q
w � I I SIM,TYP SIM,TYP SIM,TYP
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N O GABLE MULLION � z
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C - - - - - - - - - - - - O in
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GABLE MULLION 6ABLE MULLION �'
w W
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� GABLE MULLION `n � � �
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�' ° � ' � W A FLOOR PLAN SCALE=3l8"=1-o��
� GABLE MULLION O � 3 NOTE:
E _ _ _ _ _ _ _ _ _ _ _ _ _ I . DIM. TO OUTSIDE FACE OF WALL. OC �
� i i 2. WALL SECTIONS VARY DEPENDING UPON MODEL Q �
� GABLE MULLION CONFIGURATION. � Q
3. 30 5/8° � 36 5/8" BAY SPACING VARIES � �
� O DEPENDING ON ROOM MODEL. �
z i i 4. 30 3/4" GABLE BAY SPACING, EXCEPT FIRST FRONT � z W
ONE 34 I 3/I 6". ,� � �
F - - - - - - - - - - - _ _ _ _ _ _ C 5. SEE PAGE 3 "FLOOR PLAN" FOR NOTES NOT � � W
S110WN. � W
� 6. APPLIES ONLY Wi1EN AN EXISTING WALL IS � �
GABLE MULLION F' PRESENT. _
„, w SIM,TYP W �
� � � CORNER i GABLE MULLION � Q
CORNER BAR �-- �--
� _ BAR � �
G — — �
6
- I I I I I I � SIM,TYP DRAWN BY:JP
� � SEE NOTE 3 � SEE NOTE 3 � SEE NOTE 3 � SEE NOTE 3 � SEE NOTE 3 � SEE NOTE 3 �
O REVIEWED BY:AS
w SEE NOTE I i � VAf�lES � i SEE NOTE i DATE: 08/06/04
�
REVISION DATE
A 4-I 5-0
I 2 3 4 5 6 7
DRAWING NAME:
DOCUMENTS ARE VALID ONLY 5YS 4E-03
WITh AN ORIGINAL STAMP
AND DATED 51GNATURE PA�E 3 oF �
G� -n rn � C> CA D
SEE NOTE I
It. VARIES
� NOTE 4 � NOTE 4 i� NOTE 4 �� NOTE 4 � NOTE 4 � NOTE 4 i '
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� � � � � a � SYSTEM 4E SUN � STARS
� f-fl z m � � � � 5005 VETERANS MEMORIAL HIUHWAY
�' O rn � D � D � STRAIGNT EAVE DESIGN HOLBROOK,NEwYORK<<,4�
J �, " �O '-" � DESIGNLRS AND MANUFACTURER OF FOUR SEASONS SUNROOMS
/
�`
• BEAUTYCAP(4BC) / DOCUMENTS ARE VALID ONLY
GALZING CAP(4GCB) , "� WITti AN ORIGINAL STAMP �
CONT.BEAD OF ; '' ��. S`li �' �1�,� : A N D D A T E D S I G N A T U R E � o
SILICONE SEALANT 4 ��� f� �"'�'{'�a��� � �e!•_ ` �
(BY OTFIERS) '��; '�i1 E(VGINEER � ; H �
r, ��1 �>`>9� � v�
�8460 �
TOP FLASYIING '''��. r��� � �. O
(4GTF) 7/8"INSULATED y ���� � "I ^ 3 ^ Q
ROOF GLA55 F._a
�, ��, �� .0�+ =r�' O .'C � w
SETTING BLOCKS(4G55) � � EXISTING STRUCTUR.E " „m� ���;✓ � � ^ �
�ik�
ALUM SPLICE � '� �%:.�_..i;`,�°"" a ¢ � 0
AT BUT7 JOINTS � COUTNER FLASFIING � cC � u..
(CN I 0042)
(BY OTt1ER5) Q+ � W a
WEEP HOLES I H-.� � 2 W
AT CENTERLWES � EXTR'D ALUMINUM A MUNTIN CAP O N � F
i
� RIDGE(A'4GR) (4GSC) � < O V
¢
FfZONT FLASIIING I SIX#I 0 x I I/4"SELF EXTR'D AWMINUM � INSUfATED ROOF GLASS � � � j
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LLl4� EACti EAVE CONNECTION � Q � � �
��y�, I (3)IN TF1E FRONT AND CONT.BEAD OF SILICONE � z GLAZING TAPE � oo Q
CONT.BEAD OF W,LL� (3)ON TOP SEALANT W/BACKER fZOD � (FiK1009ACR) � �n z
SILICONE SEALANT �Zyr,ry� I (BY OTHERS) \ SEi?ING BLOCK W �
(BY OTFIERS) WL��'�'��
�I CAST ALUMINUM I/I 6"6LAZING TAPE � (4GSB) � W
� EAVE SPLICE(FiN I 006) (I1K 1009ACR)
BEAUTY CAP(4BC) RIDGE CLIP(CN4600R) MUNTIN �j W
(TWO PERGLAZING BAR) D MUNTIN DETAIL � Q
GAIZING CAP(4GC8) GLAZING BAR EXrR'D ALUMINUM scn�e:6�=r-o O
7/8"INSUTATED A EAVE DETAIL (411BA) RIDGE COVER(A'SGT) � � O S w
FRONT GLA55 5 sc^�E 6•_'-a #�0 x I/2"TEK SCEW �
(tiN2 I 25)(FOUR PER CLIP)
EXiR'D ALUMINUM � nJ2�[C �
I/I 6"GLAZING TAPE EXTR'D ALUMINUM ,
SILL COVER(A'SGT) GLAZING ABR(A'4GBA)(SF10WN) K�SS
(FiKl009ACR) ._/� ' �
}/ h1EAVY GLAZING 6AR(A'4FiBA)
GIAZING CORD I SILL CLIP(CN4600R) �
(RK5NGL) (TWO PER GLAZING BAR) � �
#I O x I I/4"TEK SGREW
EXTR'D ALUMINUM #I O x I/2"TEK SCEW(F1N21 25) (Fi'2026)
RIDGE SILL INSERT(A'4RSG) (TWO PER CLIP) MINIMUM CONNECTIONS ARE SNOWN 1
� I MINIMUM CONNECTIONS ARE SF10WN W TF1E SCFIEDULE ON PAGE I.
SETTING BlOCKS(FiK1023) IN TF1E SCFIEDULE ON PAGE I. A
AT I/4 POINTS ACTUAL DESIGN OF TFIESE CONNECTIONS ACTUAL DESIGN OF Th1�5E CONNECTIONS \
MUST BE DETERMINED BY OTFIERS. MUST BE DETERMWED BY OTFIERS. 1 (J� z
ALUMINUM SPLICE PLATE ` � U�
AT BUTT JOWTS(CN I 0042) EXTR'D AWMINUM OPTIONAL � � W
SILL(A'4GSL)
EDPM ISOLATOR EXTR'D ALUMINUM
PADS I I I RAFTER STIFFENER(A'4RSB) � Q
5/8"x 2"WOOD BLOCKWG � � �
CONT/BEAD OF I I I �BY OTt1EF25) �
SILICONE SEALANT � z W
� � �
(BY OTFIERS) , UNIT WIDThi(+I/8"-3/8") � � W
�
W
i ia" u� � _
3/8" UNIT WIDThi(+I/8"-3/8") —�
C RIDGE DETAIL
5 scn�e:e=i�-o° �
B SILL DETAIL
W �
5 SCn�e:6•=i'-a 16"O.C. MAXIMUM (.(�
� �
6"BLOCKING � �
4 ��g„ (3)#I 0 X I I/4"SELF DRILLING
SCIZEWS(Fi'2026)PER CONNECTION
� � MINIMUM CONNECTIONS ARE SF10WN DRAWN BY:JP
I IN Tt1E SCFIEDULE ON PAGE I. I I
ACTUAL DESIGN OF TFIESE CONNECTIONS REVIEWED BY:AS
I I MUST 6E DETERMINED BY OTFIERS.
� � — — — — — DATE: 08/06l04
I I 5/8 X 2 WOOD MINIMUM CONNECTIONS ARE
BLOCKING BELOW � E O Si10WN IN TF1E SCFIEDULE �EVISION DATE
ON PAGE I.ACTUAL DESIGN
SILL CLIP(CN4600) � OF TFIESE CONNECTIONS
2 PER GLAZING BAR MUST BE DETERMINED
� �� E Bv OTHERS.
WEEP F10LE5
#I O X I/2"SCREW RIDGE CLIP
(i1N2 I 25)4 PER CLIP (CN4600R)2 PER BAR TEMPORARY SCREW TO DRAWING NAME:
`°�ATE�'°�E SYS 4E-05
E PLAN DETAIL AT SILL (4GBA) F PLAN DETAIL AT RIDGE
5 SCALE:6"=I'-O"
5 scA�E:6,._ ,,_o,.
PAGE �J OF 7
- *� ;r �- -_.._.
" • . -
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EXTR'D ALUMINUM �':�~� � T j
`J
BEAUTY CAP(A'48C) �
F>C(R'D AWMINUM ��7R'D ALUMINUM �„� �
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EXTR'D ALUMINUM EXTR'D ALUMINUM DATE: 08/06/04
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!/I 0 x I I/2"5.5.MACf1WE SCREW #I O x I I/2"5.5.MAGIIWE SCREW REVISION DATE
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