AF - 39488sue�ecT PE NO.
City of Fridley �� 16 8 9 8
AT THE TOP OF THE TWINS g U I L D I N G P E R M I T �
i �
, � R .
� ; y___.__ COMMUNITY DEVELOPMENT DIV. C6 aa� I
r � � PROTECTIVE INSPECTION SEC. G��
� 1 , J
� 1 ����1 � CITY HALL FRIDLE� 55432 NUMBER REV. DATE PAGE OF APPROVEO BV
�----� • •�� 612-571-3450 910-F15 12/22/82 � �
JOB ADDRESS 5423 East Srenner Pa.ss N.E.
1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED
DESCR. S 11 Innsbruck North Townhouse Plat 6 SHEET
2 PROPERTYOWNER MAILADDRESS ZIP PHONE
Darrel A. Farr Development Corp. 4600 Lake Road, Robbinsda.le 55422 536-9936
3 CONTRACTOR MAILADDRESS ZIP PHONE LICENSENO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS 21P PHONE LICENSE NO.
5 ENGINEER MAILADDRESS ZIP PHONE LICENSENO.
6 USE OF BUILDING
Residenti.al
7 CLASS OF WORK
❑ NEW O ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
X
B DESCRIBE WORK
Construct an 18' x 28' Townhouse Unit ("C")
8 CHANGE QF USE FROM TO
STIPULATIONS
TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD
SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING. W.bOC� Fr�E
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ]_ STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $38,600 $�-9.30
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- �•�3 e 5O $425 o OO
STRUCTION OFi T PERFORMANCE OF CONSTRUCTION.
/ PLAN CHECK FEE TOTAI FEE
�'Z ��1 e $677.80
SIGNATUR FCONTRACTORORAUTHORIZEDAGENT �IDATE) WHEN ROPEFLY E TH IS YOUR PERMIT
_ _ ���5/ST��
SiGNATURE OF OWNER�IF OWNEH BUILDERi IDATEI BLDG �NSP fIATE
CITY OF FKIDLEY
APPLICATION FOR RESIDENTIAL BUILDING PERMITS
�NEW, ALTERATIONS, ADDITIONS, OR REPAIRS). .
�Wt7ER: DARREL A. FARR DEVELOPMENT CORP. gUILDER:� S�
Address.: 4600 LAKE ROAD' Address: �
R B ,
� Tel. No.: 536-9936
1Jo.: 5423 Street: East Brenner Pass
LOT: 5 B7ACKs1� ADDITION: 6th
CORNER LOT: INSIDE LOT: X' S;TBACK: SIDEYARDSs
Applicant attach to this fozm Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
To Be Used As:
DESCRIPTION OF BUILDING
�rCn
HOIISE Front: 18 Depth: 28 Height: 28
� Square Feet: � ��,� CUbic Feet: -
. -
.'
Front: Depths Height:
Square Feet: C�bic Feet: �
Zj►pe of Construction: WOOD FRAME Estimated Cost: $�' �-;;�� �'
Z10 Be Completed: _, ,T inP 7 983 . Alt. A Alt. B
Proposed Drivewaj► Width If New Opening Is Desired $ $ '
(SEE REVERSE SIDE OF SHEET) .
The undersigned hereby makes application for a permit for the work herein
specified, agreeing to do all work in strict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that all the facts and representations stated in this application
are true and correct. See reverse side for additional information.
DATE : Z¢�° � S IGNATURE s c
Stipulations: .
i -
o�����j �
l� �� .
y� .
���� . _ -: � .
sue�ecr PERMI
City of Fridley � 17 3 91
AT THE TOP OF THE TWINS g U I L D I N G P E R M I T �
r
; � RECEIPT NO.
� ` ____ COMMUNITY DEVELOPMENT DIV.
� ~ � PROTECTIVE INSPECTION SEC. /�Q��
r � , � c��
� _ ,
� /'�'1 � CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BV
�""� � ,�� 612-571-3450 910-F15 1/17/84 / /
JOB ADDRESS
5423 East Brenner Pass N.E.
1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED
DESCR, l 10 Tnnsbruck North. Townhouse �lat 6 SHEET
2 PROPERTY OWNER MAIL ADQRESS ZIP PHONE
Darrel A. Farr Develo ent Co . 4600 Iake Rd. M ls. N�T 55422 536�9936
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
S atae
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
6 USE OF BUILDING
7 CLASS OF WORK
❑ NEW ❑ ADDITION � ALTERATION ❑ REPAIR � MOVE ❑ REMOVE
8 DESCRIBE WORK
9 CHANGE pF USE FROM TO
STIPULATIONS
TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD
SEPAFATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTIIATING OR AIR CONDITIONING. ��d �x�
THIS PERMtT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ZZO ZZOO
ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREfN OR NOT. THE GRANTING OF A PERMIT $2.349.60 Sl•�-7
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERM1T FEE SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- 38. SO
STRUCTION OR H PERFORMANCE OF CONSTRUCTION. $
t PLAN CHECK FEE TOTAL FEE
0
�yL! ° �v - i '� $39 . 67
SIGNATURE FCONTRACTORORAUTHORIZEDAGENT IDATEI WHEN PROPERLY VALIDATED THIS IS VOUR PERMIT
SIGNATUREOFOWNERiIFOWNERBUILDERI IDATEI BLDG �NSP �p
£ffec��v� �ug. 1, �981
e.IiY �F �ftllaLL'� '
B+t'f'LIC�►TI�[d FOft �CSIDL'iTIR�. QUILDl�;G Pi.f;;�SITS .
�Nc.�►��. �ttterati�ns. �lddit�on5, �r �crairsj
�k� I�E R: Darrel A Farr Devel,spmen� qrn 'Q�1I L��R : �� '
deDJi;ESS: 4600 Lake Rd. Mpls., MN 55422 �10UZC55:
TEL �0: 536-9936 TEL ��0:
C�nstruction Locati�n _
STItL�T A10: . 5423 ���g;T; East Brenner Pass
I�o9: 1 �LOCx: l� �AIi'IO.i: 6th
Cozncr Iaot: 3nsic3c Imts � _ 5etbacY.: �ideyards:
Ap��liclnt attach st.o tl�is form bA�o Certifieates of S1lrvcy of lot �nd
p_opo�ed building locatioe� elra:+n on ccrtifica��s to scele.
DESCRIPTlO�: OF CO;:S�F:UCTIOti
�arage Fzont: 10 �ep�: 22 9ieight: 20
�quzrc � eeL? O,�bic Fcet:
�ront: �epth: iieight;
Square Fe�t: Ctabic Tcet: _
7�pe of [o.,�tructi�n: Wood Frame �stimated Cost: _S 1 rg00
Zb Bc Oor..pleted: November 1983
�Alt. A A1 t. B
�rogos�d Drivc+��ay ti��th Sf P7c�► Opening Is '�si.�ed: __ S �.
ra�� PLVi:R;L' SIDi OF S}IELT ,
1S�e undersioned hereb:� m�1:�:, �y�plie�ticn �or � p^r°it icz the �ozk he: ean sprcified,
egzeein3 to 20 .all aork ir� strict accozd�nce a�ith the Ci�y of iridley Ordi>>ances z�ld
zuliii�� of tlie Del�.�rtm��t of IIui:c7in�s, �nd he�reb} decl�res th��t all �1�c• fact� and
�cpresc°�k.i�ticns sta�c� �n �is a�pli��la�n aze �.zu� �.�d �o-rcct.
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sue�et�
City of Fridley
AT TME TOP OF TNE TW�NS g U I L D I N G P E R M I T
r
� �
� �` COMMUNITY OEVELOPMENT DIV.
� v � PNOTECTIVE INSPECTION SEC.
� 1 ,
� j �'�'1 � CITr HALL FRBOLE� SS�32 NU48EN NEV DATE PAGE Of
�""� � �'' 612-571-3450 9/0-F15 6/27/00 / /
JOB ADORESS 5419,21,23,25,27,29 East Brenner Pass
31 U�
RECEIPT NO.
/ O�O
�PVI10vE0 BY
t LEGAL L07 NO. BLOCK TRACT OR ADOITION SEE ATTACMEO
oescA. 1-6 11 Innsbruck North Townhouse Plat 6 SIIEET
2 PROPERTY OWNER MAII ADDRES$, ZIV PMONE
Innsbruck Townhome Association 651-224-5482
J CONTqACTOR MAIL AODRESS ZIP PFIONE LICENSE NO
Garlock-French Roofing Corp., 2301 E. 25th St., Mpls., NIlV 55406 612-722-7129 0000142
4 AfiCMITECT OR DESIGNEp MAIL ADDRESS 21P PMONE IICENSE NO.
S ENGINEER
Residential
7 ClA3S OF WOFiK
❑ NEW
MAIL
PNONE LICENSE NO
O ADDITION O ALTERATION Q� REPAIR O MOVE O REMOVE
B DESCRIBE WORK
Reroof Townhouse Building (Tear Off�
9 CMANOE OF USE FROM
STIPULATIONS
TO
Underlayment must comply with the State Building Code.
P�r�nit tnspection Cards
�lill �e Malled
�� Hameowner To Post
SEPARATE PERMITS ApE REOUIHED fflR ELECTRICAL. PLUMBING, MEATING, TYPE OF CONST. OCCUPANI
VENTIIATING OFi Alii CONDITIONINO.
THIS PERMIT BECOMES NUII AND VOIO IF WORK OR CONSTFIUCTION 20NING SO. FT
AUTMORIZED IS NOT COMMENCED WITHIN 80 DAYS. OR IF CONSTRUCTION
OR WORK IS SUSPENOED OR A9ANOONEO fOR A PERIOO OF 120 DAYS AT
ANY TIME AFTER WOqK IS COMMENCED. NO DWLG. UNITS
1 MEREBY CEqTIFV TMAT I MAVE REAO AND EXAMINEO TMIS APPLICATION 6 S7ALl5
AND KNOW TNE SAME TO BE TRUE AND CORRECT. ALl PROVISIONS OF LAWS yp�UAT10N Q�22 067. OO
AND OROINANCES GOVERNING TMIS TYPE Of WORK WILI 8E COMPLIED `P �
WITM WHETMER SPECIFIEC HEREIN OF NOT. TME GRANTING OF A PERMIT
DOES NOT CRESUME TO GIVE AUTMOii1TY TO VIOIATE OR CANCEL TME pEpM1T FEE
PqOVISIONS OF ANV OTMEFi STATE OR LOCAL LAW REGULATING coN- �363. ZS
STqUCTION OR TNE PERFORMANCE OF CONSTRUCTION
S�GNATUpEO�CON•A�CTOpOpAUTMOp�2EO�GENT ID�TE�
iD�TE�
OCCUPANCVLOA�
CU FT.
IFFSTREET PARKING
IGARAGES
iUR7A%
��.1. �0
iAC CMARGE
Fire SC $22.00
'OTAL FEE
$,396. 25
IT
SUBJECT
City of Fridley
AT THE TOP OF TME TWINS g � i L D I N G P E R M I T
i�
� �
� ; y �_���_ COMMUNITY DEVELOPMENT DIV.
r � � PROTEC7IVE INSPECTION SEC.
� . �
� _ /"'1 � CITY NALL FRIDLEV 55�32 NUMBER REV DATE PAGE Os
�'""'� � ��� 763-571-3450 910-F15 10/16/02 � �
JOB ADORESS 5423 East Brenner Pass iVE
1 LEGAL ��7 NO. 9LOCK TfiACT OR ADDITION
oescR. 5 11 Innsbruck North Townhouse Plat 6
2 PROPERTY OWNER MAIL ADDRESS 21P
Bruce Lima 5423 East Brenner Pass NE
3 CONTRACTOR MAIL ADORESS 21P
Hendel Construction 4997 Page Ave NE, St Michael, MN 55374
4 ARCMITECT OR DESIGNER MAIL AOORESS Z�P
5 ENGINEER
MAIL ADDRESS
Residentia�
7 CLASS OF WOfiK
O NEW C� ADDITION
8 OESCRIBE WORK
Construct an 11' x 6' Deck
9 CHANOE OF USE fROM
STIPULATIONS
See notations on pian.
ZIP
�AMIT NO.
33176
APPROVEO BY�
SEE ATTACMED
SNEET
PMONE LICENSE NO
763-428-7992
PHONE UCENSENO
20192308
PMONE LICENSE NO
❑ ALTERATION O REPAIR O MOVE O REMOVE
TO
�
���or� �i�gan� �II fo�
�II �p�� I�cation�
�5�-000�
��������� �� ���
TVPE OF CONST.
SEPARATE PERMITS ARE REOUIfiEO FOR EIECTRICAL, PLUMBING, MEATING,
VENTILATING OR AIA CONOITIONING
TMIS PERMIT BECOMES NULL AND VOID IF WORK Ofi CONSTRUCTION ZONING
AUTHORIZED IS N07 COMMENCED WITNIN 80 DAYS. OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOfi A PERI00 OF 120 DAYS AT
ANY TIME AfTEfi WORK IS COMMENCED. NO DWLG. UNITS
I NEREBV CERTIFY THAT i HAVE READ ANO EXAMINED THIS APPLICATION 1
ANO KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS yALUATION
AND ORDINANCES GOVERNING TNIS TVPE Of WOFK WILL BE COMPLIED
WITH WME7MEq SPECIFIEO MEREIN OR NOT. 7NE GRANTING OF A PERMIT $759
DOES NOT PRESUME TO GIVE AUTMORITV TO VIOLATE OR CANCEI TME pEqMIT FEE
PROV�SIONS OF ANV OTMER STA7E OF LOGAI LAW REGUTATING CON-
STRUCTION OR TME PERFORMANC CONSTRUCTION �32. GS
�%� PLAN CNECK fEE
� Lice se SC
S�GN4TUAE FCO •QACTOpOp4UT �ZEDaGENt iDATE� N Pp�
%7
oTU�7E O� OWNEQ��F pWNEp BUILDEpi �DAiE�
a
OGGUPANGYGROUP OCCUPANCVLOAO
Sa.FT CU fT
OFFSTflEET PARKING
STALLS GARAGES
SURTAX
�.5�
SACCMARGE
, F'ire SC $ . 76
00 /1�38.91
�
NEW [ ]
ADDN I ]
ALTER ( j
Cohstruction Address:
Legal Description:
CITY OF FRIDLEY Effecdve 1/1/2002
6431 University Ave NE, Fridley, MN 55432 (763) 572�604 Bidg Insp
SINGLE FAMILY AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION
'�� �GZ i'� I�Y 2 v\� 1'�a-iL �_c<S S
Owner Name & Address: �w� c-e_ l�► vv�.� Tel. #
Contractor. �- �,�+ � �� MN LICENSE # �° � � � � � �
Address: � '�. � �u� �� Tel. # 71�3 - `-F��- �j 5�---
LMNG AREA:
GARAGE AREA:
DECK AREA:
OTHER:
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
Length Width Height Sq. Ft
Length Width Height Sq. Ft
Length _� Width � HgUGround � ( Sq. Ft �o � �
�, S ��
Construction Type: ��r� Estimated Cost $ • � /
Driveway Curb Cut Width Needed: Ft + 6 Ft = Ft x$ _$
DATE: �� 2 � � APPLICANT: � ��- �-e�. � Tel. # � t � - ``tea � -7 f �-�
Call (763) 572�604 for Permit Fees if mailing in application o� Fax to 763w71-1287 if using credit card and we will
call you for card number.
CITY USE ONLY -
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Driveway Escrow
Erosion Control
Park Fee
Sewer Main Charge
$ .`:.�_��. ��
�
$
$ � .��
$
� � °V l�
$
$
$
$
Fee Schedule on Reverse Side
.001 of Permit Valuation (1/10th%)
$.50/$1,000 Valuation
$1200 per SAC Unit
$5.00 (State Licensed Residential Contractors)
Alt. "A" or Alt. "B" Above
$450.00 Conservation Plan Review
Fee Determined by �Engineering
Agreement Necessary ( ] Not Necessary [ )
TOTAL $ � - / STIPULATIONS:
BUII..DING PERMIT FEE SCHEDULE
The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any
addition to any existing building or structure, or for any alteration or repair to any existing building or structure,
upon application therefore, require the payment by the applicant for such permit of fees to the amount herein
below set forth and in the manner herein provided tawit:
TOTAL VALUE
$1 to $500
$501 to $2,0�
$2,001 to $25,000
$25,�1 to $50,000
$50,001 to $100,000
$100,001 to $500,000
$500,001 to $1,000,000
$1,OOU,001 and up
FEE5
$23.50
$23.50 for first $500 plus $3.05 for each additional$100 or
fraction thereof, to and including $2,000
$69.25 for first $2,OQ0 plus $14.00 for each additional $1,000
or fraction thereof, to and including $25,000
$391.25 for first $25,000 plus $10.10 for each additional $1,000
or fraction thereof, to and including $50,�
$643.75 for first $50,000 plus $7.00 for each additional
$1,000 or fraction thereof, to and including $100,000
$993.75 for first $1�,000 plus $5.60 for each additional
$1,0� or fraction thereof, to and including $500,000
$3,233.75 for the first $5�,000 plus $4.75 for each additional
$1,000 or fraction thereof, to and including $1,000,000
$5,608.75 for the first $1,�O,OQO plus $3.15 for each additional
$1, 000 or fraction thereof
DRIVEWAY DEPRES5ION ESCROW
(Concrete Curb Streets Only)
Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $17.00.
Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper
review of the proposed structure and of the construction site.
VERIFICATION OF FOUNDATION
A Certificate of Survey of the lot, showing the location of the existing foundation will be required before
proceeding with the framing. New Houses Onlv
RAIL
—�
s
M'inimum
BEaM —_�
�(BES7J
Se,e Beam and
Footing Table
NOTE�
•�Y�
in beam must be
overa support
All beams ot 2 or more .
members shall be
• nar7ed together wrth �
2 rows ol 16d N2%:s '
at 16• O.C. �
POST —
3�/z" Minimum
Pin or other
approved
rastener —
P�Q o
' D
0
evQD; o
CC�NCRETE e
PIER °P d°o
FOOTtiVG 8 �
Minimum
0
Y
ov oe e
. o,.
� ��
v ' °���
°�v ° o
E---•
See Table
lor �oo�ing Size
BALUSTER
Less . .�
than �
�.:� '
MANUFACTURED
BEAM SUPPORT
ALTERNATE �
BEAM �eErrER� '
POST --+
5�/z" Minimum
(4X6 or 6X6)
ALTERNATE
BEAM �c0001
PflST —�
3�/t" Minimum
42"
Minimum
��• s'� '
i.,�, > ' �
,i �:i `;
�:; t_ : � :
% i ��;
��� ��.i
p'�
t::
�..
��y«,r��
exc�►;ortin;sh. �
.s .s��_��.
JOIST.... DECKING
See Joisr 1 s• or tess span: 1• and �Is'
Sparr Tatile Over 16" Span: 2"
�. Two
�/s" Carriage
Bolts with
Washers
� �" One �/z" Carriage
}�,, Bott with Washer
1'` it 2°xa" or
� larger beam.
Two 5/e° �Bolts
with Washers
through Manutactured
Beam Support
— a
� eD ;
g- v�o��v
o v °o
.----♦
See Table
foi Footing Size
z
�
LEDGER
Same size as joists.
Install Lag Screws
that peneUate
1 �/z" minimum i�rto
rim joist or wall
studs. (Minimum
rAlO 3I8� Lag Screws
every 16")
NOTE.-
Joist hangers must
be correct size lor
joist size used.
BUILDING --►
ALTERNATE FOOTING
BACKFILL MATERIAL
WOOD PO.ST
GRADE
l
POURED CONCRETE FOOTING
f,
'?R.
Be�m and �ooting �izes
Based o�s Na. 2 or bette� Pondcrosa Pi�e a�d Southern Pinc
_a_J t�� . _aa.._� �.�J/.... � �.1 ..v.��G��/Pi
, �ra:aacu w� �coa��c■ ......�... y.......... ....r----- - , .
Post S acin
' q• 5• - 6' T 8' 9' 10' 11' i:' 13' 14'
gputhem pine geam 1-2x6 1-2x6 1-?x6 2-2x6 2-2x6 2-2x6 2-2x8 2-?ac8 2-2x10 Z-2xt0 2-2x10
Por�,�rosa Pine Bearn t-?�c6 1-2x6 1-Dc8 2-2x8 2-2x8 __2-2x8 _ 2-?�c10 2_2x10 2-2x12 _ 2_2u12 32x10
6� ���q'my � 6,�5;: 4 7;�6 5 7.6� 5 8� 7L 6 9 7; 6 9'7� 6 10;.8'; 7 t0 8' 7 10::9. 7 11 = 9:, 8 11 9. 8
InterrnedaieFooting 9;-8; 7 10�:8`` 7 10�9;r 7 11�:9� 8 1210�; 9 1310,;9 14;11;.10 141210 1512.10 15]3:,11 161311
Southern pine geam t-2x6 1-?�c6 1-ac6 2-2�c6 2-2x6 2-2x8 2 2x8 2-2x10 2-2x10 " 2-2xt0 2-2xt2
Pa��a pine geaun 1-2x6 1-ac6 1-�c8 2-2x8 2-2x8 2-2x10 2-?�c10 2-ac10 _ 2-2xt2 3-2x10 32x10
T���g 7�`5`� 5 7�6� 5 8`�'f 6 9 7 6 9.°8 7 10�8� 7 10�8� 7 11 :��,R� 8_ 11 �'9`� 8 12�0� 9 12 Oc 9
Ir�t�med�eFootirg 9�8�� 7 10�8� 7 11 � 8 12�� 9 13��� 9 14��0 15�„2;2�70 15r:3�11 16�3„�11 17�C4�12 17�4�2
gputNem pine 8eam 1•�c6 1 Dc6 2 ac6 2-ac6 2-?�c8 2-?x8 2?�c8 � 2-ac10 2?�c10 2-2x12 2-2x12 .
Ppr�d�sa pine geam 1-�c6 2-D�6 2-2x8 2-ac3 2-?�c8 2-2x10 2-ac10 2-ac10 3-2n10 32z10 3act2 '.
8� �rne� Fpotirg ~ 7 6: S 8 6� 6 9�7. 6 9:`�8 ° 7 10 8� 7 10 `::8� 7 11 ;; 9' 8 11 'r9; 8 12 `s10 { 9 13 '10 � 9 13 11= 9
�ntemie6ate Footing 10 `:8,' 7 11 9" 8 1210: 9 13:11r; 9 14 11w19 1512,19 16 J3 .11 1613'12 17 74 :12 :815'13 18.15�13
gpuWem pine Beam 1-2x6 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2xt2 3ac10
Par�derosa pine 8eam 1 2x6 2-Dc6 2-2x8 2-2x8 2-2x10 2-2x10 2:?�c10 3?xt0 _�3-2x10. �3-2x12_ 32x12 _
9' Comer (-oo�ing ---- 7- 6:� 5' 8, 7 6 9 7; 6 10 -:8 ` 7 10 9 7 11 •; ;9 8 1210 ' 8 1210: 9 1310; 9 13 71 9 14 '1110
Intermedate Footing t0�: 9 7 t2 �70`. 8 1310; 9 14 :�:��t0 151210 16�73'11 17.14 12 1714.12 1815;13 19 ]513 20 :i6_14
South�n Pine Beam 1-2x6 t-Dc6 2-2x6 2-�c6 2-2x8 2-2x8 2-2x70 2-2xt2 2-2x12 �2x10 32x10
Pondera6a Pine Beam 1-2x6 1-�c6 2 T�cB 2-2x8 2-2x10 2-2x10 2-Zxt2 _3-2xt0 __.'r2x12_ _ 3-2xt2 Eng Bm
10' Com� Foobng �--- -------- --- .
- - -- - -------- -------
8: 6:. 6 9' 7. 6 10 8' 7 10:::8' 7 11 9: 8 12..10: 8 i21u 9 13 11 9 14.11,10 141210 1512.:1
Intertt►edrate Foo6ng 11 `.9:. 8 t210 9 14 11;i0 1512�10 16 1811 17:14��2 1714 12 181513 19 �614 2016:14 21 1715
� Southem pine geam 1-2x6 2-2z6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 ,2-?�c1'L 2-2x12 3-2x10 3-2x12
� Porxletosa Pine Beam 2-2x6 2•2z6 2-2x8 _ 2Y2x8-- - 2�x10 __ 2-2x12 �2-2x12 _ 3-Zx10 -- 3-2x12_ _ 3-2x12 Eng 8m _
d 11' ------------------ -------- ------- - ---------
J ComerfooGng 8 7 6 9 7 6 t0 ,8 7 11 � 9; 8 12:; 9� 3 12 1Q� 9 13 11" 9 td 11 10 14 12 10 15 12 t0 t5 13 it
y Intenr�ste Foo6ng 12 9 8 t3 tt 9 ta�t2 10 1512 10 t 6: � 3 1 1 1 7 1 4 1 2 1 7 t d 1 2 t 8 1 5 t 3 t9 16 14 2016 ta 2t 1'I 15
� ��hem Pine Beam 1-2x6 2-2x6 2-2z6 2-2z8 2-2x8 ::-2x10 2-2x10 2-2xt2 3-2x10 32x10 3�2xt2
Pond?:osa Pine Beam 2-2x6 2-2x6 2-2xA 2-2x10 2-2xt0 2-2x12 2-2xt2 3?.xt2 3-2xt2 _ Eng Bm E�g Bm _
12' ------------------ -------- --------- --------..
------- - --------- --------- ---------
---------•------ -- ----- - ---
C.o:nerFoo;ing 9 7 6 t0 b 7 tU 9 7 11 9 8 �2 10 9 1310 9 t4 11 10 td t2 70 15 !2 10 1513 �t t t t�
Ir.;e:��a�° Fcrc'ing 12 10 9 �= 11 10 t5 12 10 1613 11 17 1412 181513 79 16 t�C ZO t8 t4 21 17 t5 22 18 i� 23 18 �o
Sott:.;em Pine B�eam 1-2x6 2-2x6 2-2z6 :_'-2x8 2-2x8 2-2zt0 2-2x10 2-2x12 3-2x10 3-2xt2 32xt2
13' Pon�scsz Pine &�am 2_2x6 __ 2-2x6 --- 2-2x8 2-2x10 2-2x12 2-2xt2 2-2x12 3-e"xt2 3_2x12_ _�ng Bm Eng Bm
-- -- -- - -- - ----- --------- --------- --------- ---------
--------- --- ---- ---- - - -- ----
Corner Footing 9. 7 6 t 0 8 7 11:; 9 8 12 �10 8 13 10 9 13 11 9 7 412 10 15 12 10 15 13 11 7 6 13 11 17 14 1
tnterme�ate FooGng t3:10 9 ta t2 t0 1513 11 17 ]4 i2 18.1513 191513 2016 14 21 t7 15 22 1815 23 19 16 24 1917
Southern Pine Beam 1-2x6 2-2x6 2-2x6 2-2x8 2-2x10 2-2x10 2-2x12 3ac10 3-2xt2 3-2xt2 32x12
14' Ponderosa Pine Beam _2_2x6 __ 2-2x8 --- 2-2x8 2-2xt0 2-2xt2 32x10 3-2xt2 3-2xt2 Eng Bm Eng Bm Eng Bm
ComEr Footing 9 8 7 t0 . 8 7 �1 9 8 12 70 9 13:11:: 9 14 1.1 10 1512 10 t5 13 11 1613 11 t714 12 17 1412
Intermedate Footing 73 11 9 t5 12 �0 �613.77 17,14 72 18�513 20:1614 21 t7 t5 22 18 15 23�18.16 24 t9 17 2d 2017
$pv,hem Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 2-2x12 3-�c10 3-2x12 3-?x12 Eng Bm
PonG?rosa Pine Beam 2-2x6 2-2x8 • 2-2z8 2-2x10 __ 3-2x10 __ 3-2x10- --3-2x12 _3-9ct2 __ E^9 em _ Eng Bm Eng Bm_
----- -------- --------- --------- --------
15' ����F��ng 10 8 7 11 9 8/210 8 131A 9 1411�'10 141210 151211 161311 17.1412 171412 t81513
Intera►e�ate FooGng 14 11 t0 t5 12 11 17 i412 1815 13 19 1614 20171a 21 17 15 22 18 16 23 t9.17 24 20.17 25 �i ��
Southem P'uie Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-?�ct2 2-2xt2 3-2x10 �2 �m En�Bm E g Bm
P o n d� o s a P i n e B e a m 2- 2 x 6 2- 2 x 8 2-2x10 . 2-2x10 3-2x10 32x10 3-2x12 _&2x12 __ E�►9r-- --- '---- ---------
16' ----------------- -------- --------- ---------
--------- --------- --------- ---------
C or � e r F o o � n g 10..8 7 tt • 9 8 12�t0' 9 13.11. : 9 14 .11 10 151210 1613 tt 16 1312 1T 14.;1 2 1 8 1 5. 1 3 1 8 1 5 1
IntermedateFooting 14 71 10 t613 t1 571412 18i6 13 2016`t4 21 1715 221816 231 9 � 6 2 4 2 0, t 7 2 5 2?,-• 1 8 2 621 18
Notes:
1. Joist le^g:h is tolal length of joist, including any cantilevers. 4. AII !ooting sizes above are
base diameters (in inches)
2. V'Jhen joist extends (cantilevers) beyond support beam bY � 8" and are listed for CIAY
or more, add t" to tooling dirt�ensions shown. THREE SOIL TYPES: SAND .
3. R�►s::sments for tuture 3-season �rches or screen porches: GRAVE�
.
a. I��rease comer tooting size shoK�n by 90%.
� _
U, {r.�:r•.ase center footing size shoN�n by 55%. �%rr� Fa�ting �0 8 7
c. Lo:�••= all tootings at extremitics of dedc (no cantileve:s). . Intermec:ate F��ing t4 t� t0
�. f'��; � sizes in_.�c�led neCd no; �_ altered.
i
,
�
�
v Y
�
J
r