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AF - 46845Date: Owaer Addres �� City of Friclley, 1V.�inn. BUII.DII�TG PER.IVIIT �; . �.° .��.�.� . . . .. . . . . .. .. . . .. . .�.� .... . .. ..... ............. Builder ...� �.�� s . . .��. .� � . . . . . . . . . . . . . . . . . . . . . . . . Address . . . .�.�. � �P.1r � .P�/. . N° 306� !�„�_ � °- �' .�,� LO�CATIQN O� �UILDII�� No. ..�� � Street .lL�?`:`.'.�'� ..................... Part of Lot ..... . .. Lot . .. � .� . Block . . . . . . . .. .. . . . . . . . Addition or Sub-Divis�on � . .. . . . . . . . . . .�'�Q4�F3. . .�.�0 �— Corner Lot . . . . . . . . Inside Lot . . . . : :�� . Setback . � °�. . . . . . Sideyard .��' �' ' ' !�'. f�� . . . . D���IPlCI0�1 O� BLD69�Dt[�� To be Used as: / � � . . . . . Frout . . /j •� e Depth `1 �. .. . Height �{� Sq. F't.�/�� Cu. Ft. . . . . . . . . . . . . . . . F nt . . .� x� ! Depth �. � � Height . . o o . Sq. F`t. . � � � Cu. F't. . . . . . e of Consiauction . . .. .. .. .. . .. .. . Est. C���. / J•o. '� To be Completed . .. �. . .. .. ... . . . ��,� .,�- ��.�� 8 In consideration of t'he issuance to me of a permit to construct the building desribed above, I agree to do the proposed work in accordance with the description above set forth and in compliance wi4h a11 provisions of ordinances of the czty of Fridley. .................................................... fO�� � �� In consideration of the payment of a fee of $. .�l� ...�, Permit is hereby granted to ./�rfR-Y�q.�. . . . . . . . . . . . . . . . . . . . . . . . . to construct the building or addition as described above. Zhis permit is granted upon the express condition that the person to whom it is graated and riHs agents, employees and worlunen, in all work done in, around and upon said building, or any part thereof, shall conform in all resgects to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings with- in the city limits and this permit may be revoked at a�y time upon violation of any of the provisions of said ordinaaces. � /a . . .c�i�rr� ....�.... .� . . .. . NOTICE: � Thls perml4 does not cover the construatlon. installatlon or alteration to� w(ring, plumbl y-g s heating. sewe� o� water. Ba sure to see the Bullding Inspeotor fo� separate permits fo� thass itema � � � _ � M -�� d ,� � 1 j � , f� �c �il�l� ;' � i�1...�."� �� U��� �� �� �p� .L�K.d ��r'►�Y�'Y� � �� �� � ✓�l.�YJ �e�'e �'s � r1 � �j' � WAYNE L. RIDGE LAND SURVEYOR 1825 SECOND AVENUE ANOKA, MINNE$OTA ��� fi; �_�;�,",. �"�` � � � -I- Z � �`�'���. s�1� �o e �� � �lo�la�� Q-F F►�d[ey r���.-�� � �� � � ���������� � .J�3o� � 6 � s�- � /Y � /''_ � `� Cr� ��.� �' -� G 0 �, � � _ . �_.r . a � ti�4_ _ e. ! � s �,� yw t _ * � D �,: -� � Q � � a �• � N � N. .� o N � n � � 0 � � 0 Q � O �•-o �' fl1 � A co � Q- 1 '�� � �' � N � Q o fD � � � a � � 0 c � D a v 0 < m Q. W � � 0 � � � � � � N � � d ��, k � � m z � � m � O Z 'r1 m m � � v 0 O � _ � N va � m a 0 � m � 2 � z � o � � � � o �. O1 � \ fD Q. C o � D � � � c�' � fAD 0 G 0 � o � � D D r � � rn � rn � � oa m <A E�9 � �, o � � � � � �• c�°n c3u � m � o � � o a � �1 �"F' � N o m � � �. � N � = Q �- -� � s �� � � o � .�� n- °q a � �m �•vo� � �' � na � < ��� No�� �;� ,�.� �N - � � -p ai ai � G � n � H � O � ,.�.r ? .� n � � `°'0 � f'+D ,�-r =t RSz� �<<n � p� cD O. � O : � � � ° � � ��,a� d m � �-a = N � � a��� � o °*�o � d � � � —�.�+ � r+ <D S CSD C7 � � `G O N► O � � Q" N pW . N C''D � � 7 D `F-o-� � p� � O � < � � N � � � a o � D �� N � � �' D m � o .�; �o � N �- r � -� 0 Z W D n u D n O � � 7 Ot� D N N m N � � N � � � G� � D�� 01 fl1 y C N N Vl O j Q. :O � ,.� � n� eD _ -p Cn (D � •�-r� a � �'� � sd � Z � m m � � � � � � Q ' � � � � � � .ti- �. -� Q-=� � C. C � a � � � rt � � �' � � W � p � � � n � �� � -� � v � W � � � rn � � m � i�' - , � � � � � � � � � N � �.-� � w cn o 0 0 0 0 0 0 0 0 � 0 0 0 0 0 � {� {i9 4A EA {�H 69 -� 0 o r � C � � m � � a m z � m _ � N N CD z 0 rn° ❑ � �W�o �p C °� ' — °- o m � Z �� _ � ➢� � � o � � � �� ` C c. __. �' N I _ � � �° � � n C� � O Q � � � (p fD � N fl- (n N . � r N � mz� �. p � o � � 0 � � b� �� �v � fl1 D �` m � -_I D -i m 0 n O -i � � m � � --1 z O c � p m z � � � � m � � � rn � n 2 m v C r m � � � Z � � � � 1` � � � ` O W D 0 � .Zl � cn � c� c� v �. .� — NQG7'„�< W � � � � `-� C ��±i �A � �' �'I Z fD Z1 �� 0 W D � N m Z Z N rn � m --I � z � < � a � � z � r � -�i �� G) Z m ,� �O �� O� Z � Z � v� aD �Z ON za vz .� v o= Zm Z -�-1 � Z �o m N � a� Z� vm v� e� � � �a `� o Z � m � < m O � d �G � O r � � � A" � t CHIlVINEY AND STACB VERIFICATION The undersigned hereby verifies that the existing chimney or stack: 1. Has been cazefully examined Yes () No () 2. Is free from rust or deterioration Yes () No () 3. Has no foreign objects lodged within Yes () No () 4. Is securely supported Yes () No () 5. Meets all current Code requirements for size – — -----� -----�--._ a1�L�tZ[`i DT_�i-TTv�J-c.�1G�-FCCa_ -- - ------ - -- � - i" .�-�- 1\O-- f } -- - - 6 Has total heating BTU's of All other BTU's TOTAL BTU's 7. Has a liner been provided for water heater Yes () No () 8. Has combustion air been provided for water heater Yes () No () Remarks: List ALTERATIONS Being Done• HEATING CO: Signed By: Date: /�-i� y�, r ,� HOUSE HEATING TEST RECORD 4cDbRESS 3�� �"�^�'"� ��'��"° APT. FLOOR CITY SUBURB ����-�`�`, OCCUPANT �L61�/�� tCA'�[ N�A�C OMMER � HEAT LOSS DATE HTG. INST. SOLD BY M'� � INSTALLED BY 1�� ��o'@ �� ��� EI•cbieal Wwk Br �"a'QR�S �2��c Gas Lin• Bp TYPE OF HEAT GA FA �HW STEAM SPACE HTR. UNIT NTR. OTHER GAS DESIGN CONVERSION MAKE �� MAKE OF BURNER Mod�l U Model S�rial �����%1 F�� QO�I �rs Max. BTU Ratiny INPUT � •�� MAKE OF FURNACE Madel CONTROLS ,L THERMOSTAT �'�' Heat Plup �—`� V�nt Size 7�� Valve �•�• KIND OF LINER cL�s � SIZF �� NONF Limit � ' � ' Draft Hood Re�uloto► Limit S�Minq ��� Filt�rs Sise ��' kC�Numbsr � Fan S�ftinp ��'�'�� Q�imn�r Loeation Inside�_Outsids Pilot Trps �� ��'e-�e� Chimrror Conatrudion /�� � Pilot Mab � "1• Pilot Modsl Smoke Bomb Wiriny � Pilot Timin� �"L ��G D►aft �� T�st To9 f� L.W. Cut Off Door Prsssws Lightinp Inst. � Prossun � �3 P�rcent CO '`� �ts Tested / �- ! Q - �� I�ut CFH �s Perc�et OZ .� Company Teating ���� �`@ ��e-�'�s' Staek T�mp. 3l Percent CO `� Nume of Tsater � ---���— - - Form 235 �.� y Building Inspections 763-572-3604 DATE � � O SITE ADDRESS _� 1'HIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PROPERTY TYPE PERMTT TYPE TYPE OF WORK: BUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY YOUR E-MAIL ADDRESS ❑CONTRACTOR a,nDxESS: `� �S �' l t�oe r��t� ►v �'T 1� `r crrx PHONE: i`�Z^- �'�S�' T��� STATE LICENSE E3� DATE ADDRESS: CITl'. PHONE F� INGLEFAMILY N �.���`��� SIZE ❑ TWO FAMII,Y/NEW CONSTRUCTION STORIES ❑ BASEMENT FINISH ❑ DECK 0 DESCRIBE WORK BEING DONE: SIZE OF IlVIPROVEMEiV". ROOFING � � NUMBER OF SQUARES GARAGES PROPOSED SIZE: PROPOSED HEIGHT: SIDING POOL ���, �R A�. �0 �C���s � � LENGTH � � � ❑ HOUSE ONLY ❑ HOUSE & GARAGE ❑ ATTACE�D GARAGE ❑ DETACHED GARAGE ❑ DRAIN TII.E ❑ OTHER Permit No.: Received By: Date ATE ZIP � �� � HEIGHT �57� l�d Sq. Ft. BASEMENT REMODELING SUBMIT: I. Fxisting Flaor Plan 2. Proposed floor plan 3. List of structural members to be used Z SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, ❑ Vinyl ❑Soffit ADDITIONS & PORCHES SUBMTf: ❑ Aluminum 0 Trim 1. Site Plan/Survey showing the existing structures ❑ Other ❑ Fascia and proposed project. 2. Two sets of conswction plans WINDQWS 3. Energy Calculations IN EXISTING OPENINGS ❑Yes ❑No LOCATION OF WINDOWS OR FOR NEW OPENINGS-DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE . FEE SCHEDULE) �.e TOTAL JOB VALUATION $ �� '�0�� OCCUPANCY b�� TYPE S1 �-� Permit Fee $ See ack Page for Fee Schedule Plan Review $ 65% of Building Permit Fee Fire Surcharge $ .001 times the total job valuation Surcha.rge $ �/; QC� .0005 x Permit Valuation Minimum $.50 License Surchazge $ $5.00 (State Licensed Residential Contractors) SAC Chazge $ $1675 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ ft + 6 ft= ft x$21 =$ Erosion Control $ $450 Conservation Plan Review Pazk Fee $ Fee Determined by Engineering Sewer Main Chazge $ Agreement necessary () Non Necessary () Total Due $ � � Make checks payable to: City of Fridley Attach ►'HIS IS AN APPLICATION FOR A PERNII'C-NOT VALID UNTIL PROCESSED L 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 of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application fo a perm't and wor is not to start without a permit; that the work will be in accordance with the approved plan in the case of all work w' requir revie approval of plans. SIGNATURE OF APPLICANT PRINT NAME � 1(� V � DATE �/� � �� � � �, E+8 0 t � B ` i�i� � �i 5 } -' i `�� r, �ti , �� '' ' � r� { �: ' I 1 1 1 - � „' ,� , � - ' , a ."� � - , � ' z - ,� 3� , R00�' SPAN TA�LE � � Maximum Horizontal Clear Spans—Roof Design Live Load {��)and Dead Load (DL) in PSF n O.C. De th iJl� pon-Snovr(125%) ` SnowLoadAreat115%) '= Spacing p 20LL+15DL `ZOLL+ZODL 25LL+15DL 30LL+t5Dl : 40LL+15DL '.5ULL+15DL 6 Lo�► High Low High Low Nigh : Low High Low Htgh . law� High ' 1 T 0 1 9'- 3° 1 7'- 2° 18'-4° 16'-3° 18'-5° 16'-6° 17'-9° 15'-11° 16'-7° 15'- 0° 15'-6° 14'-3° 9�h" 2]0 20'-5° 18'-2° 19'-5° 17'-3° 19'-6° 17'-6° 18'-9° 16'-11° 17'-7° 15'-11° 16'-7° 15'-1° �;230 21'-0° 18'-9° 20'-0° 17'-9° 20'-2° 18'-0° 19'-4° 17'-5° 18'-1° 16'-4° 17'-1° 15'-6° 110` 23'-0° 20'-6° 21'-11" 19'-5° 22'-0° 19'-9° 20'-11° 19'-1° 19'- 0° 17'-11° 17'-6° , 16'-11° 2ip 24'-4° 21'-9° 23'-3° 20'-7° 23'-4° 20'-11° 22'-5° '° 20'-10° 19'- 0° 19'-2° 18'-0° 11�/e° .`230 25'-1° 22'-5° 23'-11° 21'-3° 24'-1° 21'-7° 23'-1° 20'-10° 21'-7° . 19'-7° 20'-3° 18'-7° �. 360:. 27'-9° 24'-9° 26'-5° 23'-5° 26'-7° 23'-10° 25'-6° - 23'-11° 21'-7° 2Z'-7° 20'-6° ` 560 , 31'-11° 28'-6° 30'-5° 27'- 0° 30'-7° 27'-5° 29'-5° 26'-5° 27'-6° 24'-10° 26'- 0° 23'-7° 6° t1U 26'-3° 23'-5° 25'- 0° 22'-2° 24'-1° 22'-6° 22'-9° 21'-9° 20'-8° 19'-11° 19'-1° 18'-5° •': 2i0 ' 2T-9° 24'-9° 26'-5° 23'-5° 26'-5° 23'-9° 25'- 0° 22'-11° 22'-8° 21'-7° 20'-11° 2p'-3° 14° _� .�30 ; 28'-1° 25'-6° 27'-2° 24'-2° 27'-4° 24'-6° 26'-4° 23'-8° 23'-11° 22'-3° 22'-0° 21'-1° 360':` 31`-6° 28'-2° 30'-0° 26'-8° 30'-2° 27'-1° 29'-0° 26'-1° 27'-2° 24'-1° 25'-8°: 23'-4° ` r60- `'- 36'-3° 32'-4° 34'-6° 30'-7° 34'-8° 31'-1° 33'-4° 30'-0° 31'-2° 28'-3° 29'-6° 26'-9° � ' ': %0 ::�. 30'-9° 27'-5° 29'-4° 26'-0° 28'-3° 26'-5° 26'-9° 25'-6° 24'3° 23'-4° <22'-4°- 21',8°` b :�;' 31'-8° 28'-3° 30'-2° 26'-9° 29'-10° 27'-2° 28'-2° 26'-3° 25'-7° 24'-7° '23'-7° 22'-10° ; 16 4;: �,; 34'-11° 31'-2° 33'-3° 29'-6° 33'-5° 30'- 0° 32'-2° 28'-11° 30'-1° 27'-2° 26'- 0° 25'-10° � . -�` - 56Q :; 40'-1° 35'-9° 38'-2° 33'-11° 38'-4° 34'-5° 36'-11° 33'-2° 34'-6° 31'-3° 31'-8° 29'-8° �:`, t1a ;`: 18'-1° 16'-1° 17'-3° 15'-3° 17'-4° 15'-6" 16'-8° 15'-0° 15'-5° 14'-1° 14'-2° 13'-4° � 9�n ��i0 ': 19'-2° 17'-1° 18'-3° 16'-2° 18'-4° 16'-5° 17'-8° 15'-10° 16'-6° 14'-11° 15'-7° 14'-2° ;�� +'� �3� lg'-9° 17'-7° 18'-10° 16'-8° 18'-11° 16'-11° 18'-2° 16'-4° 17'- 0° 15'-4° ` lfi'-1° 14'-7° ,�� � ���1 > 1tIl ` 21'-7° 19'-3° 20'-7° 18'-3° 20'-3° 18'-6° 19'-1° 17'-11° 17'-4° 16'-8° 16'- 0° 15'-5° ��tfF.,: 22' 11" ' 20'�5° 21'-I0° 19'-4° 21'-11° 19'-8° 20'-11° 18'-11° 19'-0° :I7'-10° : 17'-6° ' 16'-11° k t `- 11%a �; 2�0 ::: 23'-7° 21'-1° 22'-6° 19'-11° 22'-7° 20'-3° 21'-8° 19'-6° 20'-0° 18'-4° 18'-5° 17'-5° � - 3&1� ;�: 26'-1° 23'-3° 24'-10° 22'-0° 24'-11° 22'-4" 24'- 0° 21'-7° 22'-5° ` ZO'-3° 21`-2° ' 19'-3° ,:`_ `:� 566 �: 30'- 0° 26'-9° 28'-7° 25'-4° 28'-8° 25'-9° 27'-7° 24'-10° 25'-9° 23'-4° 24'-4° 22'-2° ., �.2°; ' ,�, �,1�4 < 24'-6° 22'- 0° 22'-9° 20'-10° 22'-0° 20'-11° 2�'-9° 19':10° 18'-10° '.18'-2° 17'- Q° ' 16'-10°., ,���� ;= ,� S k,.�•�t(C : 26'-0° 23'-3° 24'-10° 22'-0° 24'-2° 22'-4° 22'-10° 21'-7° 20'-8° 19'-11° 18'-10° 18'-5° z f", 1+�" ;_ �30 ;=:: 26'-10° 23'-11° 25'-7° 22'-8° 25'-5° 23'-0° 24'-0° 22' 3° 21'-10" 20'-1I° : 20'-1° 19'-5° - 3&IF : 29'-7° 26'-5° 28'-2° 25'-0° 28'-4° 25'-5° 27'-3° 24'-6° 25'-6° 23'-1° 21'-7° 21'-8° - 51'iQ "> 34'-0° 30'-4° 32'-5° 28'-9" 32'-7° 29'-2° 31'-4° 28'-2° 29'-3° 26'-6°' 26'-5° 25'-2° ` �_ . ": F'14 , 28'-8° 25'-9° 26'-9° 24'-5° 25'-10° 24'-6° 24'-5° 23'-4° 22'-1° 21'-d° 18'-10° 19'-8° � , °� � '� �� .� ` � , i6" � �31� - 29'-9° _ 26'-7° , .. _ 28'-2° 25'-2° Z��-3° 25'-6° . 25'-9° 2&�,�a 23'-d°. 22'-6° _;21'-2° > : 20'-9° � '° 38D._:.; 32'-10° 29'-3° 31'-3° 27'-9° 31'-5° 28'-2° 30'-2° 27'-2° 25'-7° 25'-3° 21'-7° 21'-8° . ':: 5&0�; 37'-8° 33'-7° 35'-lU° 31'-10° 36'-0° 32'-4° 34'-8° 31'-2° 31'-3° 'c�9'-4°. 26'-5° 25'-5° � �f� , 16'-9° 14'-11° 15'-11° 14'-2° 16'-0° 14'-4° 15'-2° 13'-10° 13'-9° 13'-0° 12'-8° 12'-3° °, <�'ix" �;`; Zfl{ .�" 17'-9° 15'-10° 16'-11° 15'- 0° 17'- 0° 15'-3° 16'-4° 14'-8" 15'-1° 13`-IO° ' 13'-lI° 13'-1° :�, , � '_ �34 :: 18'-3° 16'-4° 17'-5° 15'-5° 17'-6° 15'-8° 16'-10° 15'-Z° 15'-8° 14'-3° 14'-8° 13'-6° ��yt '� ''' := 11�h 20'-0" °17'-1Q° 18'-9° 16'-11° 18'-1° 11'-2° 17'-1° lfi'-4° 15'-6° 14'-11° 13'-7° 13.'-10° « q� !.. � i .. � - - . r�: ��0 r: 21'-2° 18'-11° 20'-2° 17'-11° 19'-10° 18'-2° 18'-9° 17'-7° ll'- 0° 16'-4° 15'-0° 15'-2° ?t]�° `; 2��`�-: 21'-10° 19'-6° 20'-10° 18'-5° 2U'-lI° 18`-9° 19'-9° 18'-1° 17'-11° 17'-0° 16'-6° 16'-0° >° 361t �-; 24'-1° 21'-6° 23'- 0° 20'-5° 23'-1° 20'-8° 22'-2° 20'- 0° 20'-5° 18'-9° 17'-3° 17'-4° ' <`' �q :; 27'-9° 24'-9P 26'-5° 23'-6° 26'-7° 23'-10° 25'-6° �3'- 0" 23'-10° 21'-7° 21'-1° 20'-3° =�a ';� >: �Y¢ v'= 21'-10° 20'-4° 20'-4° 19'-i° 19'-8° 18'-8° 18'-7° ll'-9° 16'-0° 16'-3° 13'-7° 14'-2° L: �� � -� 2�.'`s 24'-0° 21'-6° 22'-4° YO'-5° 21'-7° 20'-6° 20'-4° 19'-6° 11'-10° 17'-9° 15'-0° 15'-8° ''` � 14° '�23�.;', 24'-10° 22'-2° 23'-7° 21'- 0° 22'-9° 21'-4° 21'-6° 20'-6° 19'-6° 18'-9° 16'-11° 16'-7° r, = 36� �_1 27'-5° 24'-6° 26'-1° 23'-2° 26'-3° 23'-6° 25'-0° . 22'-8° 20'-5° 20'-2° 17'-3° 11'-4° ` - "== 5�d :' 31'-6° 28'-1° 30'- 0° Z6'-8° 30'-2° 27'-0° 29'- 0° 26'-1° 24'-11° 23'-7° 21'-1° 20'-3° `� ��0 :� 25'-S° 23`-11° 23'-11° 22'-4° 23'-1° 21'-11° 21'-9° 20'-10° 17'-10° 18;3° 15'-0° 15'-8° :: 231F ;; 27'-1° 24'-7° 25'-2° 23'-3° 24'-4° 23'-1° 23'- 0° 22'- 0° 20'-0° 19'-4° 16'-11° 16'-7° : 16° ;�� , 30'-4° 27'-1° 28'-11° 25'-8° 28'-Z° 26'-1° 25'-0° 24'-1° 20'-5° 20'-2° I7'-3° � 17'-4° - 36Q.s_ 34'-10° 31'-2° 33'-2°_ 29'-6° 33'-4° 29'-11° 30'-6° 28'-3° 24'-11° 23'-7° 21'-1° 20'-3° � � lb � �-1 � �� � <-� � s r , �` V � � � � � �[�. `'�`�� � �.. � �� See page 17 for 6enera! Notes and i�ormation on how to use thls table 16 iLevel Trus Joist� TJI� Joist Specifier's Guide TJ-4000 October 2006 ��,'� f� ° ROOF SPAN NOTES AND CUT LENGTH CALCULATION How to Use Roof Span Table on Page 16 1. Determine appropriate live and dead load, and the load duration factor. 2. If your slope is 6/12 or less use the Low slope column. If it is between 6/12 and 12/12 Horizontal Iength = L Add D factor �� use the High column. to obtain proper cut length 3. Scan down the column until qou find a span that meets or ezceeds the span of your application. ,°� t�' O 4. Select TJI� joist and on-center spacing. '= r� . .. .. ;... - .. General Notes ■ Table is based on: — Uniform loads. — More restrictive of simple or continuous span. — Minimum roof surface slope of �° in 12°. �— 13I4° minimum end bearing and 3�/z° minimum intermediate bearirtg.� ■ Total load limits jaist deflection to L/180. �— ■ Live load is based on joist deflection of L/240. ■ A support beam or wall at the fiigh end is required (ridge board applications do not provide adequate suppart). ■ Spans shown assume no web stiffeners at intermediate bearings. D Factors � �a�io� e ��S�oQ t\ec GJ/ - Horizontal clear span Actual cut length can be appro�omated by multiplying the horizorrtal lengfh by the slope facfnr and adding the D factnr. Siope Factors iLevel Trus Joist� TJI� Joist Specifier's Guide TJ-4000 October 2006 ' 7 0 . - R00� F�itAIUIIIVG � F WAI?NING _ _ `loists are unst�b/e unti! � lateralEy braced. ° 3ee Warning Notes on page 5. H5 R10 �eneral No#es ' `�LL ■ Unless otherwise noted, all details are valid to a maximum slope of 12/12. ■ Web stiffeners are required if the sides of the hanger do not laterally support at least �/s° af the TJI� joist top flange. TJI� Joist Nailing Requirements at Bearing TJI� loist to Bearing Plate End Bearing (1�/a° minimum bearing required) ;- ��-� �� ¢ ��� ;> � _x ,� F� � �£ �,�;: .�; -,z -�.'''2x �� J,� 8d (2�h°) bmc nail, one each side, l�/z° minimum from end HS Irnermediate Bearing (3�/z" minimum bearing req See �Iloarable Holes on page 11 Slopes 3/12 or less: OnE 8d (2�h°) box nail each side. See detail R7. Slopes greater than 3/12: Two 8d (2�/z°) box nails each side, plus a twist strap and backer block See detail R7S. When slope exceeds %°per foo� a beve/ed bearing plate, variable slape seaf connectnr, or67rdsmoufh cut (at lnw end ofjoist onlyl is required �afety 6racing (1x4 mioimum) placed � 8' nn-ce�er (6' on-ceMer for Tll� 110 jaists) and eMended to a braced end wall. Fasten at each jaist with two 8d (Z�/z°) nails minimum. Joists must be laterally supparted at cantilever and end bearings by shear blocking, hangers, or di�ect attachmer� to a rim board�or rim joist Blocking to Bearing Plate � � � 1�/a° TimberStrand� LSL or 1�/e° iLevel'" rim 6oard: Toenail with lOd (3°) box nails at 6° on-center ar 16d (3�i°) 6ox nails at 12° on-center ' TJI� joist 6locking: Li lOd (3°) bax nails at 6° on-center � Shear transfer nailing: Use connections equivalent to sheathing nail schedule 18 iLevel Trus Joist'� TJI� Joist Speci�er's Guide TJ-4000 October 2006 • � , ' '� ' ROOF DETAILS � Shearblocking— BI�dSIilOUth CUt 1�/a°TimberStrand�LSL Allu�+edaf/owendofjoistonly �� �;_. rim board, 1�/a° iLevel'°' V-cut shear blocking— � rim board, or TJI� joist ' �� 1�/a° TimberStrand� LSL Beveled web stiffeners '��;� ;�- x required on both sides. _ � rt �� � ,� _ Cut to match roof slope. ^ �'` Beveled bearing plate �r �'` required when slope ,;,� ;-,� exceeds �/a° per foot : �' _ � ad�acent span maximum � iable slope it connector � � � adjacent span maximum Intermediate Bearing B/ockiagpanels a�shear bincking may be spec'�'red for joist stabilfly at intermediate srrpports Web stiffeners Twist strap and backer block required at required each side R1S ovith slopes greater than 3° per faot at R7Vd See nailing requirements on page 18. I R9' W 5� Beveled bearing plate required when slope acc�ds �/a° per faot Birdsmouth Cut Allawed atlmr end of%oist only 2x4 one side. Use 2x6 'rf joist spacing �� � is greater than 24° on-center. �d (3°) box nails at on-center d 2x4 block Beveled web stiffeners on both sides R10I 2 rows 8d (2�Z°} box nails at 8° on-cer�er Fller . ���J� �a TJI� joist ;_ ° ' �;� � ' flange must `�°`�� � f� '�"� bear fully Birdsmouth on plate �p �cut must not �;- �� overhang ma�.�� inside face � Zx4 block for of plate soffit support Birdsmouth Cut Alloweal at /ow end ofjoist only 2x4 one side. Use 2x4 both o J� sides if joist spacing is a_��� / greater than 24° on-center 2 rows 8d (2�/z°) box nails at _ 8° on-center <.a-��' -+ � �8' '+ b ` Beveled 2x4 black with � beveled web stiffener on oppasite side of web d' . Dc4 one side. Use 2x4 both ` sides if joist spacing is �I / greater than 24° on-center i' �. / , � �e� � �" � j - �� = Beveled ir�� _ �- �' 2�c4 black �o �� _-. � �a,���°� �: �� h F Beveled bearing plate required when slope exceeds �/a° per faot - 5�, �r, � , _ .2e. � 5 - _ �� � - _ - - .r�� a o- � _� `�i � _ ' a" r '� � ;�:�ti �`y - ,.. , .. . ,, G '�i. 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S� p��� �2 and 23. �e�et� s�b siiti�r��' a�ur� �ch �ide. �'� iL��€ Fc€as .l���t° '�1E� J€si�t 5���hee°s Gui�� TJ-4t�� €:c€�ab�e 3Cat1� �;3 '�'; 7: �'- � �� 4 �—� �E —�'"s �:�ffi��5� {�1b�� r�0ii� �' �: ; ' � ' ` • � o � > ,, ' �'o i' , .:i ! , t � tndicat� EEt�t Tot�i laad ���¢e w�tna9s. R, ! :�i' _ i � � �� � I. Caicut��e act��� kaE�[ [o�� in ��nds per ��n�ar Ea�t fp�fP. 2 Sel�ct approp�ate Ra�oi loisi �rita�lt�F Cle�r �pan. F�c slopes �r�at�r iEsan Z° per f�€, appr����t� f#�e �c�cr�a�d de�d Eoaa � r�s�t�ip1�€n� �i� j�sst h�ria��ka[ cleas ��n Dy g�e Siop� Faci� ��r� �. �a�a d�n the �lumr� #� �i�d � �1�� j¢ist t�ai €n�fs ar �c�e�s a��& �c�[�i C��d� Tat�i Lo�d aals� a� li�rited to d�fieci€�rt af L���Q. F�r �iiti�r ai��@�ii€€n c�kec�a, u� ti�e �iae B�d t�i�Q v�i'r��s. J • Ta�s �r� ba��d an: — Ei��€�rrn I�ad�. — ii1� �tamp�� acCisn �ded �y s�Q[tin�. — t�ar� r�tc�cE�a� of si�cpte or �ntirt�s�s sp��. — E�Snir�u�a c€mt surface �tope saf ��° �� F�°. • tata�t Eoad tbr���5 je��# cie#4e�tsatt �� i/I�. ��.���i gru� J�asC>' %5t� J�zi�t S�s�iYi�r's d'a€air�� %�-4f5�3L� GYeta�s�r 242II�r � ; ! . F ^ ���.l� X R. .k' , alx �� �R � � k' �'. �' k � ,�� :; i. � . M4 i ; �'' . � , � ,.[;. . � � ` �' ; � �' �' ?� Q1`L �QUiF��!&'i�S ��np�r� �aier��� ��su�ted to 6ie iL�e� e�t�irte�t�d tr�m�r �r s�n iu�6�r �6�S��fa� �r �r suuih�mm �its� s��ia�#. •�i�imu� s€�pR�i ��E� �s �fa��le- �nd dou6@�-jaa�f t�p �ant han�ers i� 3° BI4�� fa� iTT �€�n�er�$.. •�inimu�t supp�€t �idtFr ter tac� mourrt ha�€�er� ��f� I�d a�d I6d arai[s i� 1��� and 2�, te�p���t�. F �i} F� rnu�€t h�n� �a�c€ties r�aq be �rs�r�se4 �g ta ��� f�r sa� �f� �r 2§� fin erm-ssz� r��ts. A���aum �n�a�e t�rr i�. l�dl, and �� t�ap€g�a� i� I�`.�, {2} �� san€t�tt�� aee �BE an �t�� �f 3t�i 4�r�s�# t2�1� �ntq, t�t E�E�. l.�8i1 �rr� E�."}k h�ngee� �an �#�#d ad��sted fa� sl��s a€�i sA�s� €� ¢g ta 4§ de�r�s. �€ti�srai E�t�s�! �s�sa;r�� are �y�ai€e4 far �&� d� TlE� �ais�. �4p (diter ct� €� ��ir�d af �ad �E �Sist., �Si 7� �as€�Euas ac� al� aa� �a� �f 2t1� th��g�s &�IZ asat�. �€ad ibt(�ti eQrtne� ar� aE� �se �g� oi �€t��h�ou�� �2�i2 � S�e&�a�tal� ea� 1,� rLe��l Tru� J�€si� T,��� ,tai�� S��sfi�r°s fst�i�� �"J-��3 f3cCCa��r ���5 ��