HomeMy WebLinkAboutBuilding Permit 11-0074 DATE TI�IE
CITY OF PRIOR LAKE
INSPECTION N0T10E SCHEDULEO � f i
ADDRESS I �'� �
OWNER CON7R.
PHONE NO. PERMIT NO. �(--' OQ
❑ FOOTING O PLUMBING RI ❑ EXIGRAD/FILLING
❑ FOUNDATION O MECH RI ❑ COMPLAIN7
❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE R!
❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL
�INAL 0 PLUMBING FINAL O GASLINE A1R TS7
❑ SITE INSPECTION 0 MECH FINAL ❑
COMMENTS:
�
� WORK SATISFACTORY, PROCEED
❑ CORRECT ACTION AND PROCEED
❑ CORR T ORK, CALL FOR RElNSPECTION BEfORE COVERiNG
Inspecto : OwnedConu:
CAL 9850 FOR THE NEXT INSPECTION 24 HOURS IN ADYANCE.
COAE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY!
r�vor,
oF PRlp� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd
,� ,: � TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
�;;, .,' AND UTILITY CONNECTION PERMIT Z, Z•,(
r�
M��'NE504Q' � Wh��e F,�Y pERMIT NO. �(, QO
2 Pmk Cu
3 Yellow Apphcant
(Please e or rint and si at bottom)
ADDRESS ZONING (of[�ice use)
!�l 3 l �,.�,:..� Tr,�, i P� G� 1.�,�.,. f ��3 �Z. �, l SD
LEGAL DESCRIPTION (office use only)
LOT BLOCK ADDITION o�p( �JS F'j P'c IJO (Z„ PID ZS �, Q��, Q
owivER /f .- �l.s`z- Z 3
(Name) �-s, �'� ¢ �ir''�� �d�S (Phone) 3 �� $ �
(Address)
BUII.,DER 1 /
(Company Name)�CC�.�'� Slt �'1�1i'« ��ivffe} Gst 2l�(! B2�
(Contact Name) �.? � � S i� (Phone) Gf! �!Y /�32 '1
(Address) `l � �� S Saa.,1� � G'�'L, L �N ,s
TYPE OF WORK ❑ New Cons u ion ❑Deck ❑Porch ❑Re-Roofing ❑Re-Siding ❑Lower Level Fmish ❑ Fireplace
❑Addirion �Alteration ❑Util�ty Connecnon
CODE: R.C. ❑I.B.C. ❑ Misc.
Type of C nstruction: I II III IV V A B pROJECT COST/VALLTE $ a g SO
Occupancy Group: A B E F H I M R S U
Division: 1 2 3 4 5 (excluding land)
I hereby cernfy that I have hirmshed mformahon on th�s application whuh �s to the best of my knowledge true and correct I also cernfy that I am the owncr or authonzed agent for the
above-mennoned property and that all construction will conform to all exisung state and local laws and will proceed m accordance with submitted plans I am aware that the buildmg
ofi'icial can revo this permrt for�ust cause Furthermore, I hereby agree that the c�ty official or a des�gnee may enter upon the property to perform necded mspecnons
X � ,�. ��� s�� �- Z /J
Signature Contractor's License No. Date
Permit Valuation pOr _ Park Support Fee # $
Permit Fee $ to3. ' SAC # $
Plan Check Fee $ �� + Water Meter Size 5/8"; 1"; $
State Surcharge $ 2 Pressure Reducer $
Penalty $ Sewer/Water Connection Fee # $
Plumbing Permit Fee $ , Water Tower Fee # $
Mechanical Permit Fee $ ..._ Builder's Deposit $
Sewer & Water Permit Fee $ Other $
Gas Fireplace Permit Fee $ ..� TOTAL DUE $ �•t f S
This App rio ecomes Your Building Permif Wh A roved Paid R i t No.
` Date B
t�
ul � Utticia Date
This is to cernfy that the request m the above applicahon and accompanymg documents �s m accordance with the Ciry Zonmg Ordmance and may proceed as reqocsted Th�s document
when s�gned he Planner consutute�a-temporary Cert�ficate of Zonmg c pl�a e and allows constructwn to commence Before occupancy, a Cert�ficate of Occupancy must be
tssued
v ��
Pl ning Director ate Special Conditions, if any
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
4646 Dakota Street Prior Lake, MN 55372
��_�y �
Residential Building Permit Checklist
New Construction for Single or Two-family Dwellings in R-1 or R-2 Districts
Reviewed by: " Date: � � � �
Building Permit # PID: Zoning:
Address: t �� ( 3 ��� �� ���� ` �l S�
Legal: L . B Subdivision:
Existing Structure? YES I NO Existing Nonconforming Structure? YES 1 NO
CONFORMS TO ZONtNG YES NO
ORDINANCE
Yard Setbac � NA / AILS/ S Standard Pro osed
• Front Y e 20' if v. w' 1 25'
• Side Yards 10'/
25' if abutting a street
• Sidewall exceeding 60' requires additional side 2" 10' setback +
setback for every 1' over 60' in length. Not required 2"/1' over 60'
if building wall is 10'-0" or greater of being parallel to
a side lot line.
• Rear Yard 25'
• Patio Door. provide for minimum 10' deck or sign 10' side/
statement indicatin no deck will be built in the future 25' rear
• From 100 year flood elevation of wetland/NURP 30'
pond.
• Refer in- round ools to the Plannin De artment
• From OHW (Prior or Spring Lake) 75' or setback average of
adjacent structures, but no
less than 50' -
Floor Area Ra ': NA / AILS / COMPLIES .30.Maximum
Yard Encroach ent NA / ILS ICOMPLIES Standard Pro osed
Eaves and Gufters or an 2 feet in width and no
closer than 5 feet to ine Easements .
A/C and other equipment cannot encroach on interior
side ards.
Tree Preservatio • NA 1 ILS I COMPLIES Standard Pro osed
• Total cali er i che
• Permit 35% emoval
• Cali er Inches Removed
• Cali er Inches Preserved
• Re lacement '/:1
L:\TEMPLATE�BLDGLIST.DOC
Drivewa FAILS 1 COMPLIES Standard Pro osed
• Maxi idth at ro ert line 24'
• Requi d setback 5' from side lot line or
.� 30' from r-o-w on corner lots
• Maximum slo e 10%
• All parking areas to be paved including R-V or �
s aces ad'acent to the ara e
• Location to match subdivision radin lan
Buildin Hei N/ FAILS I COMPLIES 35' Maximum
Shoreland Distri t: A FAILS / COMPLIES . Standard Pro sed
Minimum lot area s re feet 7,500 Ri , 7,999 Non-ri
Minimum lot width 50' Ri , 57.3' Non-ri '
Shoreland alterations
Im ervious surface 30% Maximum
Bluff in Shoreland: FAILS / COMPLIES Standard Pro osed
• Setback from top of bluff By planning dept.
• Bluff im act zone 20' From Top of Bluff
• En ineerin certification submitted/a roved B City Engineer
• Gradin in btuff or bluff im act zone No importing/exporting
Flood lain: NA / FAILS 1 CO LI Standard Pro osed
• 100 year flood elevation 908.9' Prior Lake
914.4' S rin Lake
• Lowest floor efevation 909.9' Prior Lake /
915.4' S rin Lake
• Proposed lowest floor elevation Must be 1' above flood
elevation for new and existing
� � � �0'� structures. If existing
^ structure was constructed
� � �� �� �,,/�-1�� 9119/90-11122/97 then
additional foot is not re uired.
• Elevations 15 feet from structure Must be flood elevation or
hi her
• Road access must be no more than 2 feet below 907.9' for Prior Lake
• Re ulato Flood Protection Elevation 913.4' for Spring Lake
Accesso Structure: FAILS 1 COMPLIES Standard Pro osed
• Size 1000 s.ft. or 30% rear yard
• Not located in front ard Materials
• Side ard and rear ard setbacks 10'
, • Maximum hei ht 15'
• Materials com atible with rinci le structure
L:\TEMPLATE�BLDGLIST.DOC
EXAMPLE SUPPORT BRACKET
LAYOUT SHOWN. RELATION OF
BRACKETS TO ROOF FRAMING
ABOVE MAY VARY.
2 x 4 CEILING JOISTS @
16" O.C. (OR EX. 2 x 4 AND
NEW 2 x $ DOUBLED)
�
PROVIDE (2) 4x4 WHEN
� LINE OF HOLES IS NOT
PROVIDE (1) 4x4 WHEN , PERPENDICULAR TO
' LINE OF HOLES IS TRUSSES
PERPENDICULAR TO
TRUSSES
PROVIDE (2) 4x4 WHEN
LINE OF HOLES IS NOT
PERPENDICULAR TO
RAIL SUPPORT TRUSSES
BRACKETS FASTEIdED TO SIMPSON A34
4x4's w/ MANUFACTURER FRAMING ANGLES AT
SUPPLIED HARDWARE LOCATIONS SHOWN
� NO 4 x 4's MAY BE
OPTION 2 S4 REQUIRED IF HOLES
ALIGN w/ DOUBLE
CEILING JOIST
FOR CLIPS ATTAGHING TO 2 x 4 (2) 4x4's TO BE FASTENEb
JOlSTS, USE 0.131" x 1�" NAILS. TOGETHER wJ A MINIMUM OF
FOR CLIPS ATTACHING TO 4 x 4's
OR 2 x 4/ 2 x 8 SISTERED (1) Ya"0 x 6" SELF-DRILLING
MEMBERS, USE 0.131" x 3" NAILS. SCREW
. , PLA V
S2 TRACK BLOCKING SUPPORTS
Rev Date � r�y certlly u�t uas paa, sveance�ion rn report v�s qeperea by
M�tthews Residence �a�.���� e�m���a��
14313 Watersedge Traii N E PfOf�� Er�gin�r under tlie laws o1 tlie State of Minnesota.
Dare: 2-1-11 ucenseNum . 45470
Prior Lake, MN P � - �
�:
Accessible Homes ��: � �����
��
Desi ned s: 11 O4 5th AV@ S Project Number: 11.00269 ��. �+�+
9 Y Drawing Date: Februarv 1. 2011 �����_��
Tre�orE►xner South Saint Paul, MN 55075 ��„ sneet: ^ 2 of a � �.�o�
O COPYRIGHT ULTEIG ENGINEERS INC. 2011
OPTION 1: STRENGTHENING
CEILING JOISTS - NO NEW
WEBS REQUIRED
�
--=_...�-�-,�:-_--
�
i
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:,,� :_ �.._.,� `�.,
� 'r'
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� � —�-
'�f �,� ^ �,�,f",� - , - _ _ . i
"�- ' " `
l _ �
:� '
._ --�-°>-�
� _ �}_ �- ` . JOISTS STRENGTHENING SHOWN
.1.. � S IS REQUIRED REGARDLESS AT HIP
� ` END OF ROOF. FOR ALTERNATIVE
� WEB STRENGTHENING AT MAIN
{ ROOF SECTION, REFER TO SHEET
I S
f ,
�
� � _ � �.
�� �� NEW 2 x 8 CEILING JOISTS
I �' '' ~ � : �.,� �.�.L..- �'' • SISTER ALONGSIDE EACH 2 x 4
( t.�- # ; � � � . �,. �� r THAT WILL SUPPORT EITHER A
� � ! 9 _� _ _� , � �,,�,,�. TRACK CONNECTION DIRECTLY
I � j ORTHEENDOFA4x4
( � � � BLOCKING MEMBER
I ;�'' I � • EXTEND FULL LENGTH FROM
� r t t � ,�.,_ � ,..._, _, .,.w _ OUTSIDE WALL TO CENTER
BEARIIdG WALL
� � � • RIP END OF JOIST TO MATCH
j � � t i ROOF SLOPE AS REQUIRED
I -'� � � I _ __ • FASTEN TO 2 x 4's WITH 0.131" x
� �,...��,.. � � � � '� `�� � �= � 3" NAILS @ 24" O.C.
� _..._..._. ,,...�.
� ♦
�--------------� .
, ROOF STRENGTHENING REQUIREMENTS
S3 OPTION 1
Rev Date i ne.eer �urr n,ar n�s d�. svedr�o� a �vort �s w� dr
Matthews Residence �a,��,�� ��a,��a��
14313 Watersedge Trail NE P`°�'°'�'E'�"�` �,°�,��m"'B�°'�`
oate: 2-1-11 licenseNu 45470
Prior Lake, MN Projeci: � - � �
�_ �
Accessible Homes �,,�: � �, ���
1104 5th Ave S Project Number: 11.00269 /� w��a�. �
Designed By: ` � T� �+-�
Trevor Axner South Saint Paui, MN 55075 Drawing Date: Februarv 1. 2011 ���_„�
Glerrt: Sheet: 9 of 4 J �
^yRIGHT UlTE1G ENGINEERS INC. 2011
4PTION 2: STRENGTHENING
CEILING JOISTS AT HIP END
ONLY AND NEW WEBS AT
MAIN ROOF SECTION
EXAMPLE WEB LAYOUT SHOWN. �" PLYWOOD/OSB GUSSET
GLUED TO ONE SIDE OF
4x4 QUAIVTITY AfVD LOCATION MEMBERS w/ (6) 8d NAILS
MAY VARY. (2) 4x4's WILL NOT INTO EACH NEW MEMBER
ALWAYS BE REGIUIRED. (LOCATE AT EACH END OF
NEW 2x4's), (6) INTO EXISTING
' � CEILING JOISTS, AND (2) INTO
•� • EXISTING RAFTERS
.
. .
PROVIDE NEW 2x4 FROM
4x4(s) UP TO PEAK AND DOWN
TO CENTER WALL (OR UP TO
INTERSECTING WEBS IF
OUTSIDE OF MIDDLE
SECTION)
MINIMUM (3) NAILS
. •
.
LOCATE ENDS OF NEW
2x4's AS CLOSE TO 4x4's
NEW 4x4(s) FOR SIMPSON A34 AS POSSIBLE TO
ATTACHMENT OF FRAMING ANGLES AT ENSURE ADEQUATE
SUPPORT BRACKETS LOCATIONS SHOWN ROOM FOR GUSSET
� ROOF STRENGTHENING REQUIREMENTS
S4 OPTION 2
Rev Date Matthews Residence "�'�'"�'°`'"�'"'"°'e"�� "'�°'��'
me or irWer my �re� supervision and ihat I am a dWy l.icensed
� 14313 Watersedge Trail N E P`°'�'°"�' E"�` °`�"'�'� °"h8 s� °' "'"'�.
Date: , 2-1-11 ucense ruum . 45470
Prior Lake, MN Project: ,.1 ' �
�,: v ^
Accessible Homes � ru�e: Tr � �, � �. �
1104 5th Ave S Project Number: 11.00269 ��. �
Trevor � e�� South Saint Paul, MN 55075 Drawing Date: Februarv 1. 2011 T�"� _„�
Client: Sheet: 4 of 4 � Mwr.uNep.00m
Q COPYRIGHT ULTEIG ENGINEERS iNC. 2011
SCOPE
DESIGN OF NEW BLOCKING AND SUPPORTS FOR INSTALLATION OF A CEILING ACCESSIBII.ITY TRACK
SYSTEM, AS WELL AS REVIEW OF THE STRENGTHENING REQUIREMENTS FOR AN EXISTING
HAND-FRAMED ROOF SYSTEM TO SUPPORT THE NEW LOADING. CONSTRUCTION IS TO BE DONE IM
ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE.
' NOTES
•° 1. A SITE VISIT WAS PERFORMED BY TREVOR AXNER, PE OF ULTEIG ON 1-18-11 TO VISUALLY OBSERVE
AND RECORD EXISTING CONDITIONS.
• 2. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO MANUFACTURER'S DRAWINGS AND
' REQUIREMENTS FOR MORE INFORMATION. TRACK SYSTEM AND MOUNTING HARDWARE IS BY THE
MANUFACTURER.
3. ALL NAILING IS TO BE SPACED TO MINIMIZE SPLITTING OF WOOD. GUSSETS ARE TO BE SIZED AS
REQUIRED TO INSTALL ALL FASTENERS SHOWN.
4. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT
ENGINEER IF ANY DISCREPANCIES ARISE.
5. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.
MATERIALS t
!
BLOCKING: SPF NO. 2 OR BETTER � `�; _���
GLUE: PL400 OR EQUIVALENT � �
QLYWOOD: APA RATED � �
LOADS `� � � �� E
��.
r.� u
ROOF LIVE LOAD: 35 PSF f '�
ROOF DEAD LOAD: 20 PSF TOTAL ���'\ �,\ �„� �" --_.,
TRACK LIVE LOAD: 500 LBS (CONCENTRATED) `� �f..
CODES ��_'�"`'� ; �- �
2007 MINNESOTA STATE BUILDING CODE � -�. , � ^ I �� � - � _ E - �
wi AMENDED 2006 IRC � f �
�� i
HAND-FRAMED ROOF SYSTEM SPAN DIRECTION w/ `��/ ~- ti -
2 x 4 TOP & BOTTOM CHORDS &1 x 4 WEBS @ 16" O.C. ~° ?"
__ .__ -E � _ _ _ - . i �',', �:a t�.7o..u... �c.�
1 (
INTERIOR BEARING WALL THROUGH CENTER � �! rt � � �~ Rf=�s�s�. ���"
OF HOUSE - CEILING JOIST SPLICE LOCATION w `�'; , t ---� ~" �°"�`��"�'� `'�"`��
�� l�
SEE ENLARGED PLAN VIEW ON S2 � � �`
FOR EXAMPLE CONNECTIONS ± , � "�-�`�
AT END OF HOUSE, 2 x 4 CEILING JOISTS ASSUMED ,� ' �;# F{
TO SPAN SAME DIREC710N WITH 2 x 4 RAFCERS '��t�-- �� `� �`` �
SPANNING OPPOSITE CEILING JOISTS w/ 2 x 6 HIPS AT �� �__._ °` z_' , 4 s�
THE CORNERS
, TRACK LAYOUT SKETCH
Si PROVIDED BY THE CONTRACTOR
R�, Date Matthews Residence "'�'"��"'^�'�"a"'S°�"°"°"�°" "��°''�,
me or under my r&rect � arid tlW I am a dWy Licensed
14313 Watersedge Trail NE �" ° "�"���" 1e � ° "'�
Date: 2-1-11 llcense N 45470
Prior Lake, MN Pro � - �
�:
�
Accessible Homes �„�: � ���
�e ned a 1104 5th Ave S Project Number: 11.00269 ��. �
� y� Drawing Date: Feb►uarv 1. 2011 ���_���
Tre�or �ner South Saint Paul, MN 55075 �„ sneet: t of a � �.�.yww.�
O COPYRIGHT ULTEIG ENGINEERS INC. 2011
.
R R I O R LA K E BUPLDRNG AND INSPECTtON
IN PE TI N RE RD
SITE ADDRESS ��'•3 �,� WR �� -�TE %��•
NATURE OF WORK � - �v/-
USE OF BUILDING .r f� /L
PERMIT NO. . DD DATE ISSUED 2• •�
CONTRACTOR fI'�.�'�SJ'�l�l,� !t'D/`�'�5' PHONE G5/. Zl¢-_ �g?�3
NOTE: THIS IS NOT A PERMIT �OR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPECTOR DATE
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
R�UGH - INS
FRAMING „
INSULATION
ELECTRiCAL
���
HEATING (if requiredj
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
FINALS
BUI�DING j v
ELECTRICAL
HEATING
DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electricat service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet is available, ca�d shall be placed near main entrance.
FOR ALL lNSPECTIONS (952) 447-9850