HomeMy WebLinkAbout1999-011673 - screen on deck 1 PERMIT
� CITY OF ORONO
PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 :: :..: :::::::-
Crystal Bay, Minnesota 55323 Permit Number: ��_ ___ .�._
Date Issued: `�`` � - . -
(612)473-7357 :-�;,�r�. . _ --
SITE ADDRESS:
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FEE SUMMARY:
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CONTRACTOR: — �'t���.�� W F__,}-,i. — _—. . �_t�': .OWNER:
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APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE `�"`�
�~ ;�'/ Date Received: �-,��.- Y �
Total Fee: $ /��
Entered By: ,� Permit#: //��J�3
CITY OF ORONO - BUILDING PERNIIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
----------------------------------------------------------------------- --------------------------
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THE APPLICANT IS: (circle one) OWNER f�CONTRACTOR�j
�_._.__._ _ _---------_ .,..,—
JOB SITE ADDRESS: C��(U .5�'�� ,,�1ao� 1`-�' ZIP:
NAME OF OWNER ��(v v✓� s�.r.'o��1,sv ✓1 PHONE: (home) `'r�1"' d�(L�g
(work) Il%{�
MAILING ADDRESS: ��-��— CITY: ZIP:
CONTRACTOR: �u:�5�t��-E^= C�:-� �.�� PHONE: �1� - �3'�- ����
CONTACT PERSON: T��GO �r�y�- MOBII.E/PAGER: ��a r+ti-e--
MAILIlV'G ADDRESS: P� ��c �--t-t�E:_3 CITY: ��J�n/ICJ w� ZIP: _`��z-!`f �7
STATE LICENSE: #��b'7��-(
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION#
TYPE OF WORK: New Addition�_ Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detai�: ,C�- , ,n ��tilc,loSu.� v � ' iSf-r�� G��~,
l�l � �-1
STORIES: � SQ. FEET OF EACH FLOOR:
NO. OF BEDROOMS: GARAGE STALLS: ATT. DET.
cz-
ESTIMATED CONSTRUCTION VALUATION (excluding land): $ `'lSC-�<<�
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: � G��- DATE: y � / q�
NOTE! Parade o�'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.
5
ry
Sea13.04 RIGH'I'S 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.
Subd.2. Information required to be given individual. An i�ividual 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 legatly required to supply the requested data;(c)any lmown consequence arising from his supplying or
refusing to supply private or confidential data;and(d)the identiry of other persons or enaties authorized by state or federal 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 mav olace the noace reauired under this subdivision in the individual income taz or nrocertv tax refund
instructions 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 confidenrial. 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. Afrer 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 addiaonal data on the individual has been
collected or created. The responsible authority shall provide copies of rhe 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 cosu of making,certifying,and compiling the copies.
The responsible authoriry 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 addidonal 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 authority describing the nature of the
disagreement. The responsible authoriry shall within 30 days either. (a)correct the data fou�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 determinadon 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 yourseIf.
6. Your full name is required to process this application or permit.
--c���' ���t�, tw G��}�-�z
First � L ddle Last
1 L� 1'�C�x� �7�U�
Address �
� ., �� ��1� 7 b�3- �3�,�>�.
C��y State Zip Phone
I understand my rights as stated above.
�� �L:�--
Signature
6
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: I 7 y l� SNArJW W a�� �'���
PID:
DESCRIPTION OF WORK: S c n.�.z-�v r-_ni c,ws-�► e�► �e x �s r�iv t� ,p�c�c
ZONING REVIEW BY: DATE APPROVED: �. Z.o•49
BUII.DING REVIEW BY: DATE APPROVEDs -1 ��zo•9q
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes r/' No
PLAN REVIEW Yes v' No SEWFR CONNECTION
STATE SURCHARGE Yes �/ No WATERCONNECT'ION
INVESTIGATION FEE Yes No � PARK FEE
SAC Yes No �� SITEINSPECTION
Number of SAC Units OTHER (specify)
ZONING CHECK LIST zoning District: L�2•/L
Fire Department: /���v✓� Post Office: w,4�-t_A-;'r�1 School Disuict: t.�•�S70ivX-4
Lot Area: Sq.ft. Zc��Z Sb Acres ,`l(. W idth I 2 2..$ Depth / 7� � �
Survey Submitted: Yes_� No Date of Survey: '7-�9 • 4��
Proposed Setbacks: �
Front(Lake): 55� "� Right Side: GO �
Reaz(Street): 53� t Left Side: `1^7� �
Adjacent Structures: A��TT'�"��+�e� Wetland: /�J/A
Building Height: Def. Hgt. o� �� Peak Hgt. '!
Lot Coverage: p. (L.
Grading: Staff Approval Date: -- By: -- Council Approval Date:
Septic: Staff Approval Date: --- BY� "
Zoning File: �i Z`�t R9 Resolution: # Resolution Date: 1-�Z- `�g
Shoreland District: v�4-R.��r/t.�
Avg: Setback: Bluff Setback: Lot Coverage:
Existing Proposed
Hardcover: 0-75' Z�'� /UU C l�f�
75-250'
250-500'
500-1000'
Hardcover Vaziance Required: Yes .� No Date of Council Approval:
REMARKS(in house):
7
�
BUII.DING REVIEW CHECK LIST � �
UBC: /�' '� � CONSTRUCTION TYPE: 'v/'v
, . . Sq Footage $Per Sq Ftg
Basement x . _
1 st Floor x =
2nd Floor x =
Gazage x =
a =
TOTAL
Estimated Construction Value: $ `�{,���°�
,
Inspections Required: Work Requiring Separate Permits:
Site . Plumbing Fire
Hardcover Removal Mechanical Water Connection
Footing Septic ' Sewer Connection
Praming Fireplace Lawn Irrigation
Insulation (Masonry) Other
Wall Boazd (Mfg.) Well(State Permit)
_�L Final� " Grading/Filling Electrical (State Permit)
Other
REMARKS(IN HOU5E):
REVIEW BY OTHERS: DATE:
Access: Ezisting New
Access Approval: Date ' By:
REMARKS (TO BE NOTED ON PERMII�:
8
���:9 STATE OF MINNESOTA
�•� � `�q�". DEPARTMENT OF COMMERCE
;v�`�`' � °� 133 Easi Sevgith St.
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Q � �.n - St Paui,2�it 55101
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�v�,'� a�� ��� (ES]}296-f319
�.*is,s+'�� BU`�,DING CONTP.P.CTOR
ID#20c�12Q4
BUIL ER
INLIVIDU?.L PRGPR.IETOR
E.xpires: 03I_i Ii�C�.�
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SCREEN TYP. PEROtETER A1E'�1BER l
RtSER WALL BELOw W �o �
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�_ �- SCREEN TYPIC�L �- SC�EN TYPICAI �- SCREEN TYPiCaL `�� a°' �
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� TABI£ 2 SEE TA87.F 2 FOR 'H' v
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FOR •H• � � FOR "H" � FOR -� / � �
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�� DETAII �2 OETAIL /2 �� ma � �
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TYPl�A� FLAT ROOF ELEVATION TYPICAL MANSARO ROOF ELEVA1iON TYPICAI. DOME ROOF ELEVATION TYPICAI. GA6�E P.00F ELEVATiON ���Z�a s ��
. � Zmg�J�m �Q
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�" 4 SEE TnBI.E t v��'�J�• c�,��G���= W�
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-�� F'�S , �E�i�y.E�t� -�J ` �s�,y SEE TABLE�/�Y 'yC 'ti`C S 'Qq,4F =��z��< ��n
PER11�tETER MULLS � � � C Sj��. �. �Cjji,�, � �C�� �c`��n?�m� .�''.�
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� T1P. TAS�E 1 TABLE 1 Iw0 7
CONCRE7E SL�B ANO ci
� SCREEN TYPICJIL SCR£EN TYPiCl�l. FOOilIG iYP1CAL � � �.....
PERI►tETER wAL.L � .. ,,;
SCREEN TYP. FRAMMC SiZES �
SEE TABIE Cd.UMNS TYP. � I►lIJ1A1MJ1�1 COI.UMNS TYP. TABIE i ANO 2 ^ �.
` / SEE TABLE 2 CONC�7E SlAB ANO w
'�'L�� ��� �' 'Syr 'S1� SEE TABLE 2 ALUWINUM COlU1ar1S TYP. .�G � �
fO011NG TYPICJ.L b[)
,' x z" r�. Y t- x 2- �w. ,- :r tw. 'C c �,
- � � �
TYPICAL FLAT ROOF ISOMETRIC TYPICAL MANSARD ROOF ELEVATION TYPICAi. OOME ROOF ISOMETRiC TYPICAL GA6lE ROOF ISONIETRIC U � �
NOTES:
ci�
"Mr � SCR�N PANEL SPAGNG
'L' � ill,b►NJ11 BEA►1 SPAN 1MTH(XJ7 KNEE BRACE. ADO HORfZONTAL LENGTH PERINETER Wlu.l �RS
OF KN� BftACE �0 SPAN fR01d FABLES. 2" x E SYB ` PURtJNS AHO d+AA2 RAiLS
TO BE SiZED P£R TABtE 1
l�- � W1bitl.1ld UPRlGHT HEICNTS T�BI.E 1 �� ANO TABIF 2
. . .. _. . , .
'SVr � SiOE MIALLS GW BE FRAMEU NIiHOUT TOP BEI►11 AIVD GW BE ' - .- . . j� OETl1� BEL011► �
Si�1AlLE5T �C7RUS10N5 AI,LOMED BY SPAN T/181ES �
, VARIES SEE TABLE � � a r�
, �
. , �y r t�
2"x2"z0.06'x^ LONG V�5 �� Gr'0 �.<- �
u-CE+,wNa 'e' an�a�s w! �
4 EACH 3/8" LAG SCREWS 1N LENG7H Of i� �� �-,� C>'• � �
w000 OR 3 1/4' ANCHORS IWEE � � \• `�+ �
IN CONCR£TE \ �
ANQ£$ MAY BE � r=r�.aa"x_ �oNG \ FRONT wALL, DO�E ROOF', SCREEN ENCLOSi1RE �- W A
SLJ857tlUTED FOR U-CliANNE1 �B' ATTAqiFS TO •• 3 � e�.
U-CFIA(�ELS 2"z 5�18 2" x d 5�18 - ' e
TABIE f /10 5�5 C� o �'
rwif J ` ^
U
/ _s- � " �s�s�z�s�+°�"`°oo�n o.,3s- a�.o.� our ar .s• � e� �^�
'�- - ,�on� �anr� Faa cur�x u�s� �/s-x> >/2'xa' Fv.r s�a � �o �
n" 'e' � OVERFIANC DIMElt510N 5EE PACE 9 FOR CONNECTiON • EYE-BOI.T C_P. OR 5.5. � � � W '���
-� ro r� oEr�;n. faz c.� �►+s�aa �
CANTiIEVER CONNECTION OETAI� p��t ��urc uEt�et� —� z o� � A
CANTIIEVERED KNEE SRACE �-- ��o �e. STN�ss Sr� � 5 a r W X
2'X2'�.os'x_ �a+c �asi:rw- .wc�.E ffi
ANGI.ES A� TO F�SpA W/ � N P R Of CI�BIES R£QIARED � a a `�' �
2 3/8' lAG SCREWS AT
EACH ANCLE fOR E�pi 300 S0. FT_ Of �
g�C�'� YYAL.L AR£A i
GUTTER j � Z x R� o e
r z— Z. 5� .10$NAME DETAIL �t TYPICAL CABLE CONNECTION AT CORNER s� N
L__ e e .<' W
e v
o "--�- woTCH ,wc�F �o x 3/�- sus o 3/s- o.c. • �� ADORESS � � .�
e (oana��t) • �� � �Z���4.cprp�3 sus trra�cr.��
� / u.LSONRY Fn.STENERS
2" I-CHANNEI OR U-Ct1Af�1E1 �'� � 4S' ` StiEET /
i'xz'�.a6-�" LONG A��ST RQAAIN Fp2 C�>:;�rVl"dG 1S �OR 1 PERMIT OM_Y
iwcx� •�- ,.n�cr+ ro ,wc�.F srnEr+cn� '-;_�
z-=s- saie w/ 4- /�o s�s �
�7 EaCti ,wc�E EAn+, St:'e
CAN TILEvER CONNECTtON ENLARGED 2" x 2" AND 2' x 3" KNEE BRACE CONNECTtON DETAII. OETAIL /�2 TYPICAL CABL� CONNECTiON AT CORNER
� � �
�
/ �-�' SN�w Ex7av5�oNs ro SEtF uwnr+G eE,ua 5o�ro cov�Rs �7T�Ct+ED wini 2 "'
�� /10 x 3/4" CORROSION �
2'z2' W/ Q10 x 1 1f2" SIJS SEE TABIE t /10 z t/2" SNS O 6" O.C. WITH RESIS7IVE ANO wA$HER W '��
O 24� O.G OR.CONTINUWS �MASHERS OR COMPOSiTE PANEL HEADEU SCREWS W �S �
SNAP SECTIONS wITH t/4" V�C SCR£M5 24' O.C. SCR£EN ROOF BEA1A � W�
3/4' 2"x2" PAT10 OR SN/�P �i/�� aa r-
BEAM SET SPApNG BEAM SET S?ACINC 2'x2" PUPo.Q�S ATTApi TO FASTENED TO BEAM W/ f �w <c o
eEn►�s w/ 2 ��o x � ,/z' 2 �o X , �/2' s+�s =a �� z
SAApNC 2 SPApNG 2 SPAGNG 2 SPApNG 2 S�AS OR SNAP BEAM ''^ �
EWIVAI,.ENT p� Zo �.�+o °f v
1"x2" 0.8. fASTENEO TO S�AB o�+ a� "'
ANGLE �OCATION FOR SUPER GUTTER REINFORCEMENT w/ 2 /to x � t/2' Sirs y-X_ Sue FOS7 `�� qi g�
RFC£1NNG C�IANNEL TABLE 2 �n o W'�'� � Z
2 1/8" x 1' x 0.062" �og g �� �
w/ s t8 z 3/4' S�5 2 2 wD SCR£M5 w IdM. VAR1E$ �S N V V W O���o
E�pi sioE oF Enpi eE�w � � BEAM TO UPRIGHT CONNECTION DETAIL #t c<� z�om zW
AND 6 � x 3/4' S�S � , P£�1ETRAl10N O E.�CH V A R t E S zm�c�^ Wn
�,To curr� RAflER (PR£-OR1LL) u.�s.wu� srnaP oR i/4' niRu N�����Z� ��
rn�
BOI.i ANO 1/2� PVC FERRUIF MAX SPANS z�a'm Lni o a4J
SL OR S►1 BEAN t'x2" EXTR FASTENED O 24" O.G SUPER GUTTER S�E T.�BLE BE10w v�n��vv t Wv
SIZE VAR$S 8L
ro 2"�c2" w/ /ro : > >/2� WZW<�V Z �<
p�T 6 �.Q x 2. � �� ' 4' � 5�5 • 2t" o.C_ SUPER GUTTER / SOLIO ROOF / SCREEN ROOF COMBINATION W����H� aN
3 /8 x 3/a' SMS J ��R O EACH BE.W 2'z2" PURLl�S ATTACM TO x:n
�C N? m �W
/ BEAMS W� 2 �1O Y I IIZ N /i
REC£iv1NG piANNEl SfAS OR�SNAP 8E/W
2 �/8" z 1" w/ _ 3" MAOE z 1/$'.THK. NOTE Yr.3� UPRIGHT W5T BE EQUNALFNT MAXIMUY SPANS fdR SUP£it(iUTTER M�D 57.18
3 /8 z i/2" Sr15 STR�P AT E.tp� BEI�u NOTCHED FOR Yx2" ROOf vNTH SCREE7rED ENCLOSUR£ ONE Si�E ANO SOUO ROOf 01HER S�E.
EAC71 SIOE Of BE.W PURLlNS R£FER TU BEAY OVERIAP CONNECTION ALU�IWU� AL1.OY 6063-T6
S�A6 CONNECTtON TO SLIPERGiJTTER sa��5 ar v�wous e�w T'� a oR cuss�T voR sPu+ '�' oF e�: usE sc�N PM,a. wmT►�+ w � ow�w+Nc.
2' X 2' = o.o�' � ro uawcHr s+zEs oa+o� x x x �a�a �. - �n � sc�� e�u �+ch+ + �/z oF sow RooF sa,w
W� 4 /$ x 5�4� 91S ANO P0551B1£ SCREW PATTERNS EXJWPLE: 4i�(SC�EN BEAM MAOTH)/2 � 22�: 22�(SOlJO ROOf WIOTH)/2 � il•
2 '�4 n�x' ean E''cr+ BEAM TO UPRIGHT CONNECTION OETAIL 2 F� YX e": o.oso": 0.�2' sus ac s' sc w�c. sP�w - �a'- r ;,
s�oe o�a�+ e�w � �wn � sc�N ,o• �r �s• ,� ,s' zo' 22'
- z �z wo scr�ws w/ ww. souo r r r r r r r
Si. OR SLI BE/W � PENETRATION O EACH RAfTER BEAMS dc 4" 51JP£RGUTTER
S1ZE VAPoES (PRE-DRN.1) Z"�c2' PURUNS ATTACH TO 2"�c6'rz0.050"u0.120' 16'- 3" 15'- II" 15'- i' 14'- 8" 14'- 2� 13'- 9' 13'- 5 -
- BEAMS W/ 2 /10 x 1 1/2" 5►15 3 4' UW. SPACA�/G �
) / rxrxo.o�.s-�o.,�- zo•-,�- so•- r ,9•- e- ,9�-,0- ,a•- r ,r- 9- ,r- s- ��
SEE TABL£ 3 FOR NUMB£R �� z-=r�o.o6s-xo.��o-
1' x 2" 0_8. ��T i��2" MO 5�£`lYS O 24' O.C. OF SCRfwS P£R CONNECT �e •� W/ I SfJW Ut5£RT 23'-10' 23'- 0' 22'- 2" 21'- 6' 20'-10' ZO"= 3" 19'- 8" W '
• • 3�4' 611N_ 5?AC1NG 2 x8'�cQ.072'x0�24' 25'-11 Y4'-11' 24"- 7" 23- 3' 22•_ 7� 21'_11' 21'_ 4' ¢ C-
cur� '-� • • • • • r�e��o.on��.nr 30•- s- ��- �' zs�- �' sr- r �-- a' ss•- r 24•-,r
�c�rv+Nc ct+�. ;,•,_' •-•.; " Z �
2 t/8"x t' w/ 3 f8 x t/2" 7/8" fE�E w/ 3/8" : 8" • • 8E�u5 dc 5" StJP£RCUTfER
SLiS Ej,p� SIpE pF gE,e,W O 24' O.G lAG SCREw5 NO� 2"x6"u0.050"z0.120' 17- 8' t7'- 0' 16'- 5' i5'-11' 15'- 5' i5'- 0' 14'- 7' O � ,'�
SCR£W PAT7ERN Fpt 7HE 7 Q � �
TYPI C A L S L O R SM BEAM ANO GUTTER CONNECTION � �p R.�C� ���p.�p ' CiJT FOR PLAIE OOtutECTiON Yx7":0.065�z¢124" .22'- 9' 21'-11' . 21'- 2' 20'- 5� 19'-10' 19'- 3" 18'- 9" �
SMB wILL vARY fRdA TFIE (PIATE 1NSIOE BE.W) 2"x7'z0.062"xQ120'
SHONN_ SAuE NU�BER ANp w/ I BEIW �ERT 25'- S' 24'- 6" 23'- E" 22'-I1' 22'- Y 21'- 7' 21'- 0"
SPACB�IG APP[JES 2"�B'�A.072"n0.22t' 27'-17' 26'-10' 25'-t1' 25- t' 24'- 4' 23'- 8' 23'- 0' a �-
Pt.JaTE TO BE SiwE w�11 SPUCE TO B£ LOGITED 1/4 TO 1/3 2"X9":C.o72"�.22�' 32'- S" 37'- 2" 30'- i" 29'- Z' 28'- 3" 27- 3' 26"- 9" �F
n'"a°''Ess ''`S e�w a�u sa�w ,wo sr,►�u E�r+ TYPICAL SlDE PLATE CONNECTION DETAIL 3 �
o�u���oR"�a�r �� oF sa.F W�rs�,c eE,w � _ , �
e�w saucE sH�u. eE uaa. a-� z' a-� z' �- wax. , ava�rc� � r,�,Es �+�� eR,�cwc 2'x2"xo_�zs' , �
Of d-�C�MS�T AND EXTRUOED ANGI.E T-6 ALLOY -
2(E-1 N LENGIH 3/s t • ♦ + + r � ♦ TR1�A 1/4' OfF LEG BEAl1 1NOTH� ' t=.i A .r
N#1_ PER SPUC£ BENT P 3/4'�Q 3/�"z0.062" COh2ECT X'�Q; TO BE/UI •• a er�
TOTAL / 40E Of SPLlGE . �- d�NEN.'�iT OF BEA11 � !8 /r SYS _ O r� Y
2" x4' 4 � 2 + a � ♦ + ♦ ♦ -
2' z 5" 4 / 2 3/4 � w�Ht2rE� xP£RnE�►5 MBER }- _ � � ��( --- � � � °�° �'
2" x6" 4 / 2 1' MAX 2 /6x3/4" 5115 � • � �..v
2' x T 6 / 3 � CUT BE/W � • J� � �' c �
2' x 6" 8 / 4 OENOlES SCREw PATiERM ` s ao o�,^�
2' x 9' t0 J S NOT NUAtBER Of SCRE`NS �" '.Xi � _.^
1"X2" QC1R. FASTENED TO � BEAM 9ZE VAR1E5 4 /10x1/2' CORROSION R£S�STivE Z Y z W..
TYPtCAL BEAM SPUCF DETAI� 0 2s-aG o : i �/Y 5115 �`� 6£NT P 2��/4� �5 srTO POST Faa sP,ws cr�w�a na,w so�-o- w,►sf+� HE,�nEn scRenS o � � Q
�T 5 /a X 3/4' s�s a�ro eF�►►� LATERAL BRAC1NG OETAtL m � �`�
2- x z- aR r x s oR r s�e aosT � � J "
<
a a �
Af4p�i0R 1� x 2� z0.044� PIATE OPTTOHAL CflNC. G�P ANCHOR ALUMMUTA f'R�WE
TO CONCR£TE M�fTH 1/4" z 2 1/2" 2" x 2' z 1/S" MIGLF EACH SIOE B�Op( OR BRIpC �` r� TO WALL OR SlA6 YMiH
CONCR£1E ANCNaRS MATHtN 6� Of ATTACH TO POST AN� CONCR£TE 1/4"x 2 1/2" TAPCON OR
EAGtI $iflE Of EACH POST O 2�" AT LOAD BEI�R7NC WALL wiH 1 /i BAR CONT_ EQIfILL. 6" TAPCON SME OR
O.C. �+1/1X OR THROUG�-i ANGLE O 2 /10 x 1/2' S�.15 EACH 516E `� NOiE: NO fOQ11NG R£QUIRED OCCEPT WHEN AOORESSiNC ER0510N �
24' O.G 1/AX AUJ�11NU6t SiRUCTUFt£ .�,-- :- � OECK OR 8" x 8" x 16" BIOCK WALL 2'-0" MM. MIN. 2500 PSI CONC. W/ �
F007tNG 2500 � BEFORE SLOP£ 6x6-tOx�O ww. riESH OR 1
t' x 2" EXTRU51aN GROUt� lVl.
u1N_ 3 1/2" AAS 2300 PSi GONC. CONCRETE 1Nif1 �1AX O�FFERENTIAL '12" FlBER wE� �,�. �N 0 215�
6x6-1Qx10 w.w_�. OR FleER ►�ESH � 1 1�8'� LIIN_ IN GONG 1 /5 8AR CONTINUOUS IN Sd� HEiC,t1T i /�4 BAR AT CORtrERS ANO t /3 BAR CONT. i /4 BAR CONT.
-8- • _ , a•-o• o.c� Fu cEu.s ,�rw 3 ,/2' _ .a+- � _ �2'+--- .,,__._
� =-- -$- ��..:��: �r+oac auT e�oac roa
. ,. : . � �- �- couzs� �ni 3000 � s�+E�r �
a� Roac ca�cr�� ,�,� ���«�o«g -8-
�_ MIN_ 2 i/2� OfF GRWNO � '.'12� � �o�ea�wE vrt r[sN �
VAPOR 8A1�2fER 2 /4 8�R5 MM. 2 1/2' FU,T AOPE / NO FOOTWC AAOOERATE SIOP£ FOOTING STEEP SLOP£ fOOTiNG �
ALTERNATE POST TO BEAM RIBBON FOOTING � �� o - 2"/t2' 2"/t2" - t'-to' � t'-�o'
ANO PLATE TO CONCR£TE FOR SCREENED 'ENCIOSURES KNEE WALL FOOTING FOR SCREENEO ENCLOSURES S�AB OETAI�S A�ORESSlNG EROSfON pf C�
� � ` TnBIE : Irnxn.�w SPrwS fOR SCREEN ROOf BEa►AS OF etLUwn�u� �LLOY 6063 T 6 T�IE 2: Nw�auUu uPWp�7 LENGTH FOR SCREEN w�tl wEI�BERS TABIF 3: uiNn�tJM / SCRf.1r5 fOR CONNECrNC ROOF BE�wS TO wAl1 uPRK�TS v� '^
'FOR SAAN "L" OF BEM1; USE SCR£EN PANEL WIOiH "Mr FROu ORAM7NG. ALUIdINUM A(,IOY 6063 T-6
ALURpNU1A AIIOY 6063 T-6 Z p
EXMIPLE: USING SCREEN PANE1 NIOiH "M!': SELECT UPRICHT LENGTN �H� BEAM 9ZE UPPoGFiT SIZE(MpV) IIIN. / & IGiH OF.SCREWS RECUIR£D• w �g
$Cf2EEN PANEL MrtOTH �. 4'; EXA�IPLE; 2"x 3' 2"z 3" 4 / tOx 1/2' OOUBIE SHEAR �
IJAX161Uid "L" FQR A Yx 4"z 0.044"x 0.12" 51�16� 23"-10" SCREEN PANEL YAUTH "V1r�4'; NAJat.IUTA 'H" f � �+�
OR A 2"xa'x0.04a"xO.tY S+AB � 17-9" 2"z 4` 2"x 3' S / tOx t/2" OOUBIE SHEaR �� aa �
Y+�OTH "M� 3" t" 5' 6" 7' w
ONE PtECE EXTRUS�ONS fOR PVRUNS Qt BRApNG 8, 9, MNOMUM l£NGTH 'H" Z�z 6� 2�x 4� 8 , lOz 1� OOUB�E SHEAR ��w =2 0
vMO7H 'Nr 3' 4• g• 6• r 8. 9, / /2� OOUBL.E SHEAR zp �< n �
2'x 2"x0.04d"x0.1Y 2"x 7' 2'z 4' 12 / 10x t/2" DOUBIE SHEwR o< cv� �'
t0'- 0' 8'- T 7'- 9" 7'- i' 6'- 7" 6'- 2" S'-10" OtaE PIECE ExTRUS1pN5 fOR UPRIp�TS g p.�qiR R,eI�S 2"x 8" 2"x 5" t4 / tOz t/2' Od.lBIE SHE�R o �.,o a' �+
2'x 2"x 0.093" OR 2'x 3"x 0.050" EXT 2�x 2"u0.044"n0.12" 2"x 9' 2"z 5" 16 / iQx 1/2' OW6lE �'..f1EAR �J •ro W z
13'-11' 12'- 2" 10'-it' 10'- 0" 9'- 3� 8'- 8" 8'- 2" • REfERS TO EACti SIOE OF THE Cd�NEC110N OF THE BE.W aN0 UPRlC�IT o+•+ a� C <
EXTRUSION ANO SELF-MATiHC BEAMS 8EA1A $PAN$ r_ 7" 6•- 6- S•_ 9• S.- 3� 4�-11� 4'- T 4�- 4� TIlBLE 4_ NINMUTA 51ZES �f SCREEN ENCLOSURE KNEE BRACES v=i� ^�o U �
2"x 2'x 0.093' OR Yx 3�x 0.050" EXT ANO ANCFIORlNC REWIRED: AI.UlA1NlAI ALLOY 606.3 T-6 tnzW�+� v z
2'x Sx 0.050" DCT 10'- 5' 9'- 1' 8'- 1" T- 5" G-10" 6'- 5" 6'- 0" BRACE LGTH EXTRUSION ANpipbNG SYSiEM �O S Z m
15'- 7' 13'- 6" 12'- t" 11'- 0" 10'- Y 9"- 6" 9"- 0' SEIF WATtNC BE�wS p'- r- Q" 2"z 2'x 0_04�" 2" N-CNANNEL W/ 3/ tO�C 1/2' E�l SIpE �W�v�a� � i
rx4"�c0.044"x0.120' 5,�1$. 2�x 2"z 0.093" OR 2"x 3'x 0.0 5 0' E X T T O- 3'- 0" 2"z 3"x Q O S O" 2� H-piMIN0. W/ 3j tOx 1/2" EA. SIOE N �� � � �aD
27- 4' 23'-10' 27'- 4' 19'- 7' 18'- 2' 17'- 0" i6'- 0� 13'- 0' 11'- S" 10'- 0" 9'- 2� 8'- 6' 7'-11' 7'- 6' TO- 4'- 6" Yx 4"x 0.044'x 0.12' cmZ?v�m z W
2'�5�x0.050'x0.120� S.L.B. 2�x4'x0.044"x0.120� NOTCtI SI�AB OVER BEAM M10 UPPoC�T. SEE TABLE 3 fOR / ANO 57ZE OF SCFi�.lNS <w0�ao� ��
33'- 6" 29'- 9" 2T-11' 25'- 1' 23'- 7' 22'- S" 21'- S" 20"- 6" 17'- 9� 15"-11" 14'- 6" iS- 3" t2'- 6� 11'-10" NOiE: fOR R£QUIRED 10�1EE BRAC£5 CrtEAiER THMI 4'- 6' CAIL ENqNEER FpR 1�f�J m�y� z�
2'�c6'z0.050"x4.120" S.N_B. 2'x5'x0.050'z0.120" SP£CIFlCAT10NS AND OETaIs z a' �n `i.,
37'- 6" 32'- 6' 29'- 9' 2T- 0' 25'- i" 23'- 6- sr- r 25'- Y 20'-10' 18'-10" 17- 6" 16'- 4" ta'- 5' 13'- 9' `�'^'��� ��•+�
BRACE lENC7H REFERS TO FIOR120NTAL ANO bERTiCAI. LENGTH, NOT iHE �75c� z zv<
2�x7'z0.050'n0.12tY S.N_8. 2�xfi'�c0.050�x0.120� ANGLE LENC7H. wZw<-v 2 C
40"- 9" 35'-11' 32'- 3" 29"- T 2T- 5" 26'- 1" 24'- 3' 28'- 6" 24'- 8" 22"- 1" 20'- 2" 18'- 8" 17- 5" 16'- S` T'�`�F 6. N-�-�� LOADS ON SCREw$ dc BOliS AS REC.01�It�ENpED 8Y YAtrUFACTIIRERS ���z�`�� Xv��i
2�z8��c0.070�x0.224� S.M_B. 2�xYx0.0S0��c0.120� SEIF T/lPP1NG dc MACtIIl� SCR£WS IILLOWABLE LOA05 �o�v�-jz�m ��
SS'�= 3' 48'- 0� 43'- 3" 39'- 9" 36'- t' 35'- 4� 34'- 8' St'- 2' 27'- 1� 24'- 3'. 22'- 1� 20'- 6" 19'- 2' 18'- 1' TEN9lE STRETIG�H 55.000 psi; SHEAR 2<.000 psi
2�x9�x0.070"x0.Z2s" 5.1A.B: 2`x8"x0.070�x0.224" f SCRE�N SWGLE SHEAR IDs OOUBIE 9iEAR Ibs 1MIHORA1I1A1 fDs - c�i ri
59'-10" 31'-10" sG'- 9" 42'-11' 39'-71" 37'- 6' 3g'- S' 4Y- 5" 36"- 8' 32'- 1' .�'- 0" 2T- 9" 25'-11' 2a'- 5" 8 33a 668 167
r�-xo.o�o-xo.3,o- s.►.�s. r=s-xo:o�o-xo.z.24- ,o s,s sss 2os
66'- 5" 58'- Y ST- 4' 48'- 0" 44'- T 41'-iQ" 40"- 1" 45'-it' 39"-10' 35'- T 32'- 6" 30'-t1" 28'- 2' 26'- 6" - 12 576 1,152 288 �
SN/1P OCTRUSIONS B£AM SPANS 2�x9"x0.070��A.310' 14 734 �,�g �� �
2"xZ��c0.044" 71'- S 10'- 0� 8"-11" 8'- T 7'- 7" 7- 1' S- 8" 51'- 0' 44'- 2" 39"- 6" 36'- 0" 33'- 4" 3i"- 3" 29�- S� �/{ 761 1.322 380 f,�
SNAP EXTRU510N5 S/16 1.253 2306 626 �
2'x3'zQ043' 15'- 0" 13'= 1� 11"- 9' 10'- 9" 10'- 0" 9"- 4" 8'-10' 3/8" 1,855
Z`x2'x0•044 8= 7� 7'- 5" 6'- 8" 6'- t" 5'- T 5'- 3' S'-it" �� � ��y L�S 928 O
2'x4"z0.045" 23'- Y 20`- 0" 18'- 1" I6'- 6" 15'- 3" 14'- 4' 13'- 6' U9►JG SOUTHERli P�NE S.C.. �.SS OR EQUMI.�t�1T t-1/2" EwBEDAAENT V
2"x3"x0:045' 71'- 5" 9"-10" 8"-10" 8"- 0" 7- 5" 6'-IY 6'- 7" �� ���D NTO MUST 8E A MItH61U1�1 OF 1-1J2' THICIQ�E55 �
2'x6'z0.06s' 37'- 2" 32'-10" 29'- 6" 27'- 0" 23'- Y 23'- 6" 22"- 2" / SCR£w UTER/1l SHEIU2 LATERAL SHE/�R/ ►�ETAL PUTES 1M7HORAwI1� �
2"x4'xQ04S' 17- S" 15'- 1" 13'- 6" 17- 3" 11'- 4' 10'- 8" 10'- 0' Ibs It�s �ps
2'x7'xQ078" 43'- 2" �7'- 9' 34'- 0" 31'- 2" 29'- 0" 2T- 2" 25'- 8" 1/4' 170 23$ ,� �
Yz6"n0.064' 28'- 6" 24'- 8" 22'- 1' 20'- 2" 18'- 8" 17'- 3" 16'- 5" s[16 2t0 355 624 W
3/8" 240 4gp 71y W
TABL.E ta M.V0IAUY SPANS fOR SCREEN ROOf BEANS Of AIUWNUM:ALLOY 6063-T-6 2"z7'�c0:078' 33'= I' 28'- 8' 25'- 6" 23'- 5' 21'- 8' 20"- 3 i9'- t" CaNCREIE SCREMIS dc BOITS W CONCRETE �
DABE�IENT FAU$T BE A'MM�/1J1� pf 1-1/Y 1HICIQVESS W/ i-1/4" FROM EDC£ ()
fOR AREIlS SuBJECT TO IC£ ANO ww0 LOAO. �REAS NORiH Of THE SCREw dIl ,�CON�� � � �q�� �
LATINOE OF JACKSONV1lLE. FLORIDA ABOVE HElGHTS DO NOT NiCLUDE LENGTH OF KNEE BRACE.. ADO VER11CAl LENGTH OF
FaR 5?AN 'L" Of' B£�W: USE:SCREEN PANEL 1NDTH 'W' F'i20M ORAWWG. KNEE BRACE TO ABOVE HEK�ITS FQR TOTAL UPPoGHT HE1qiL �ps � Ibs Ibs
���' t/4" 757 319 gu �2
SCREEH PIJdEI 1MO1H ��'�': S/i6" 1.057 818 1.184 898
MAXIMtA1 �L� FOR A 2�x 4"x 0.044'x 0.12� 9/B� 16'- 1' 3/8' �.443 f,443 1,776 1,503 �q
YMDTH "1Y 3' 4' : 5' 6' 7' 8' 9' � ���
ONE P�ECE EX7RU90NS FOR PURUt�tS dc BRACtNG
s-x r�.oss-�.,r C�3
�..
fi'-il" 6�- 0� 5'- 5' 4'-11' 4'- 6" 4'- 3' 4'- 0" � ��
2'x Yx 0.093" OR 2"x 3"x 0.050" EXT J
9'' 9 8"- 5 T- 6' 6'-il' 6'- 4" S'-it' S'- 7" �� �
EX7RUSION ANO S�1F WAiiNG BEMJ SP/WS Z
Ci U
2�x Tx 0.050" EXT � F
11'- 8" 10'- 1' 9'- 1- 8'- 3" T- 8" 7'- 2" 6'- 9"
z e,
2�z4'�A.0�4"�A.121Y S.AI_B. � ., � = n
i8'- 6" t6'- t' 14'- 6' 13'- 3" 12'- 3" 17'- 6' 10'-ti" �
2'xS�u0.050'�A.120" S.A�LB. �� n�
J �
-11' 19"- 1' iT- 1' 13'- 8' .14'- 6' 1S'- 7' 12'- 9' W Q � �
2�x6'z0.030"x0.120� SJd_� Q O �..�
23'- 9" 22'- 5� 20'- 0" 18'- 4" 17- 0" 15'-il" IS'- 1" ' � o ^
2'x7'�c0.050"n0.t2ff' S.lA.B.
28'- 3" 24'- T 22'- 0' 20'- 7' 18'- 8' 17'- 6' 16'- 6' W n �n
2'x8'xU.070'x0.224' S.AAB. •
38'- 2" 33'- 3" 29'-11' 27- a� 2S'- 4' 23'- 9" 22'- S" z � ?��
2'x9'x0.070"x0.224'.S.M_B. ?�� T�
41'- S' 36'- 1' 32'- 5" 2 9'- T 2 T- 6" 2S'- 9" 2{'- 3" � �
2"x9'z0.070"n0.310" S.ld_B. � J X
a5"-t�" 40'- 0' 35'- 5' 3Y-11" 30'- 6" ZS'- 6' 28'- 6" a a k' �
SNAP IXTRtJ510NS 8£.W SPANS
2"x2"u0.044' 8'- 0' 6'-11' S- Z' S'- 8" 5'- 3' 4'-11� 4'- Y �
2'z3"xQ_045" 10'- 6" 9'- 1" 8'- 1' T- S� 6"-10" 6'- S" 6'- 1" 1
� \
J
2 x� xo.o4s' ,r- s' �s'- a- ia•- s- �2'- r ,r- s- ,o'->>- �o•- 4- � <
s'xs-xo.os�- u�- s- 22•- s' 20•- �' ,s•- a' �r- o- ,s•-�,� �s'- s' �
2�x7'zQ078" 29"-11' 26'= 0� 23'- 4" 21'- 4" t9'- 9" t8�- 6" 17'- 9' � a � �
ABOvE SPANS DO NOT �ICLUOE LENGlH Of KNEE BRACE- �DO HORIZONT/�L IENGTH OF �►V� �`IAM� --- .�
KNEE BRAC£ TO I�80VE S?ANS FOR TOTA7. BEMI SPAN �.�,.,y�
PURUN SPACINC SHALL NOT EXCEFA 6'- s- �,ox w�a n��awEss� FOR sE,w ADDRESS sH�r i
sP,ws c�.+� n,�r, ,o' rf,E e�u o n�E c�� PVRUN ,,r,o o� au�m FOR
EACH 10' ON EAG-I $IpE pF THE CENjER p�RUN SHALL INC�UOE UTER.�I BR/IqNG.
(a8' SPnri w/ aURUriS O 6' O.C_ iHE CEt�TER PURUN arv0 2 auRLnrS EACH 50E �
Of THE CENTER NE'cD IATERAI BRApNC) OtZ'A���NG IS
FOR 1 PcRMIT ON�.Y
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a POST SPApNG ANO BEA�I SPAN 2„�� �S � �E POST SPACING AND BEAM SPAN W j a a o
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2'x3" 5.5 OR C.E. FJ�v£ R/u� �< �
2"x3" 5.5 OR C_E. EAvE RAtI =� o�, �
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�-- GBIE BRACE • �-- CABLE BRACE • �-- C+�BIF BRACE • �� �O W =
HQGHT VARIES � �l � � OETAII HEIGHT YARIES N Ral � � �T�l HEIGHT VARIES �aR pETAII � SEE OETA�I N� �o o �
J � 18� 1i1N_ - �2� MIN. I � 18� Y6N. - 12� NM. � � 18� 1d�N. - 4Y IdlN. H W Z o �
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S1�E WA�L VIEW - SCREEN ENCLOSURES FLAT ROOF �oCu O�pHu�E SEE oETN� LOGLL. ORO�NANCE S'cE DETAIL <Wo�a�< ��
SIOE WALL vIEW - SCREEN ENCLOSI�RES MANSARO ROOF z�J m�N� <
SiDE wqtL wEw - SCREErv ErvCLOSURES GaBLE �t DiAGONAL ROOF ��n�oo_� ac'".>
• NOlE: K-BRACE OR CJ►BlE BRACE NOT R£QUIRED wHEN ENO POST �nc� �zc�< pz
wZt.i<-v Z <
IS FlRbIIT ATTApiED TO AN EbSi1NG STRUCIURE a��o�N� yN
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• • 2��Q�x0.044" REWIRED WANTiIY aF 9EA1A PfR TABI.E
/ i10 x 3/4' S�tS SEE OETAlI /2 �
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7" w x 5" H x 0.062� THK pgTIUL A PST�S�tEDUIE p U
• V W 1 �
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P06T \\ FOR FAANSARD ROOF USE Yx2�z0.044� PE y ; W W
Z"�¢"xo.o+4' \ : w/ 2 1/4's THRv 8oLT5 o E�da ENO � - � SEE oErNl /4 2"X_ Si.�B �
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CONG . • • • , � � G !• l• x� W& 2' 5118 SEE TAStF � Q�j
' v v . . ir j NOTE: AI.WAYS h1E S.�WE SIZE x
• : : 01AC�PIILL. BRApNG ADJACENT TO CORl1Q2 w
� • SEE TI�BL£ 1 FOR ' �'� � • • REQIARED AT EJ�CN ENQ OF FRONT WALL � _ SEE DETAII /7 � __ .
REQIARED QUANTITY 1/4's x 1 1/4" EMD. Od�. �T FOR M.WSARD ROOf SEE OETMC A / C"i� �
O F /1 0 x 3/4' S I/S B O I T O T H E R S S P A C E D O 2� z 3� S S O R C E y: 6
24' o.c. K_BRAqNG FRONT WALL : FLAT ROOF / DOME OR GABLE BEAM CONFIGURA710N � �Ss`�
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MIJOMUM WALL NU ER Of 10 x 3 4 545 R 1RED
MAOTH � A B C O �
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DRAWi'VG l6 FOF� 1 PERMIT�J�Y �t
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� Certificateof Survey
for for Arthur and Dorothy Finkelstein
of Lots 14 and 15 , Shady-Wood
Hennepin County , Minnesota
,
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e�r� oF a�a�
� SITE PLA�V GRAllIi��G Pt�N . .
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: . .. . ..: BY
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rt. r . 13•0' �� S3.1'
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.�l itlV"- ', ::a J�•.....a Cy:.iG.:.'�'��--:+a��/cxY( vawu..ax;tYi:.:a:.:,�.,N..+,.-r.^}+•.�..r+w.�,• � •v� �0.65 0��
, • ,` - � - /8.37� � "�.' Z¢'� I
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Zone Total area Hardcover � .hardcoye�
0-75� 9150± Sq . Ft . 2347± Sq . Ft . 25 . 6 % �
75-250 11100± Sq . Ft . 4640± Sq . Ft . 41 .8 %
! h;��eb� certif� that this is a true and correct representation of a survey of the hound-
ar: �s cf Lots 14 , and 15 , Shady-Wood , the location of all existing �buildings , ii any , there-
on and the .existing iocation of all �vood t� mbers , concrete , piastic covered �lanted areas ,
� nd weoci decks thereon . It does not purport to show any other impro.vernents or encroa�hm2nts . �
COFFIN & GRONBERG , IP!C .
5c �ile : 1 inch = 20 feet �
�ate : July 19 , 1985 revised�-25-ss h1ar!c S. Gronberg Rey . Pdo . . 12755
c : Iron marker +oinc.►ude9rovcldrive�lay Gordon R. Coffin Reg . No . 6064
Cngineers and Land Surveyors
/`'' • iYOCK ON PL.IJt/C Long Lalce , �1innesota '
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