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PRE 2010 DOCS010 SUBJECT City of Fridley eE 19002 AT THE TOP OF THE TWINS BUILDING PERMIT Jr?,RECEIPT NO. I `v COMMUNITY DEVELOPMENT DIV. - r PROTECTIVE INSPECTION SEC. i "'�•� CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY ._-.� L 612-571-3450 910-F15 6/9/87 JOB ADDRESS 6350 - 7th Street N.E. 1 LEGALLOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 12 1 Alice Wall Addition SHEET 2 PROPERTY OWNER MAILADDRESS ZIP PHONE Rodney Billman Inc. 151 Silver Lake Road, New Brighton, MN 55112 633-0536 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 8 USE OF BUILDING Residential 7 CLASS OF WORK CR NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 301 x 361 Dwelling and a 261 x 221 Garage SEPARATE 9 CHANGE OF USE FROM WRING, HEATING, PLUM -SING AND SIGNS, STIPULATIONS Provide a hard surface driveway. Provide sod in the front and side yards. Provide City with copy of verifying survey before capping. SEWER LOCATION: 45' So. of M.K. )V=XRXd4 in boulevard. WYE ELEV: 849.93 TOP OF FOOTING: 852.50 Minimum WATER LOCATION: 47.5' W. of M.A. in Street, 16.2' S. of M.R. in Blvd. DRIVEWAY ESCROW: 16' + 6' = 221 x $13.50 = $297.00 MINIMUM BASEMENT FLOOR ELEVATION IS 846.5: MINIMUM WALKOUT ELEVATION I851:0'- Bench mark Top of Hyd @ 7th & Bennett Drive 852.87 InIkARiGNIG THE CITY OF FRIDLEY DOES NOT GUARANTEE THE Before digging call local utilities ACCURACY OF UTILITY LOCATIONS AND ELEVATION TELEPHONE - ELECTRIC - GAS Etc. THIS DATA IS FOR INFORMATION PURPOSES ONLY, AND PERSONS USING THIS ,INFORMATION SHOULD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONS OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 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 1 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 $73,050 $36.53 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- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE $ 88.75 TOTAL FEE 1,005.28 + DW IGNATURE OF CONTRACTOR WAUTHORIZED AGENT (DATE) WH PRO I A D HIS IS YOUR PERMIT INSP MATE SIGNATURE OF OWNER IIF OWNER BUILDER) IDATEI 010 IRRY S. JOHNSON COMPANIES, INC. 401 WEST 79TH'STREET _•�:' '.., BLOOMINGTON. MINNESOTA 53420 1 , %AD '$ PHONE (6121 884.3341 19e_HI CERTIFICATE OF SURVEY. FOR _VALL CO2• pis t,." dMgdinA call local r 'a� ELECTRIC; - G !:t Ni:RE X_t_E2Ti x Sl1-TH�S��S A-rizuE--- —��•.; :_: - ._ t Aur('cQ�ttZEcT•-2tcPe1G�6t�TP+T�ort_-oF=A -- _ �---_---- �iL1AVE`(� ADvlTioli� pEIUNEP�1�i:_rouNT�'�,=Mi►JAIESaT�Iy — - ----:- . .e►5 SuRVEYEv .. n. tE: TN i s- 9*! 17, _-- OF Novewbs-m 1915.` 1'f voS.S NOT PUQPpRT T o SNOW 1MPRoVEMF-MT-i ort. V -N _=DOES -NOT GUARANTE • T .1�1EWT5, �F AN`C._ �. _E CfT_ - ACCURACY���'OCATIONS AND ELEVA 10 IS FOR INFORMATION PURPOSES O+' G THIS INFORMATIONSticAN Jr ANU M -A,-%Tv'S � gITE. �•IARR.`( �. . H1.1SQt1___-.-. � VERIF;Z�TG,S --LAND 10' . I = lei 29.64 ' � !Ns9•s9'33-w I 120(N SS �2L64` ;3IN a a• ss33'w .,l , 1zo 0 j 1O �26ss i w o 0 0 0 w t� w . 10 ~ LIM 120.01 1 - o 13y. o 25.66 1 , w _ N69.39.33 -f ! ' 120.01. Lt pp►Y�►c T® �� SUR o -14 o DIRE t '�' p1V. REP1.p` N69•59.32 IS OPE • ... .. . � �T RIVE S � '. :•,. . �: �, � : `, . 0 1-• -- o n 14 o s a7 t . Z 474.19 N69659,33,w ' as IL `w`-i2•_3Y13.l0 a'-,7�3�j.,;: ` N'�• 1e1 __ f e11Ii 16. a9660.00 300_ 75.00_ 75.00_ _94.19 _75.00 _T F 150- ZZ M 21 -,/O 19 N 18 0046 0 w A0ct 17, *•�7Rs1_ 0� 9' `•4osr60 94.5!.00 73.00 76001 5 75.00 -, 9174 60-27 0 .O 0 (01 W t•J N al , N89059133"W S,4 NEW [ City of Fridley Effective 4/1/86 ADDN. [ ] R-1 AND R-2 ALTER. [ ] Building Permit Application Construction Address: i Legal Description: -- Tel. # - Owner Name & Address: Tel. # Contractor: Address:,l„r/ LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Corner Lot [ ] Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT 1106-41 -,� r S /rJ- Sq. Ft.p Length Z Width --�- Height .v_ Length L Width Height Sq. Ft. - Length A�&&� Width _ Hgt/Ground Sq. Ft. Inside Lot P] Ft. Yd. Setback .3 1 - Side Yard Setback _ Type of Construction: :Z= Approx. Completion Date: .� =Z 'S'� /y�� - vo Estimated Cost: $ 13, OSQ 00 Alt.. AAlt B Proposed Driveway Width If New Opening Is Desired: �� $ -02,00- $ - Se Back Page for Expanation DATE: C �— l/- APPLICANT: !✓�1' �/�1 ���c Tel. CITY USE ONLY Permit Fee Plan Check Check State Surcharge SAC Charge $ $ ♦_'� $,� $ ; Park Fee $ Sewer Main Charge $ TOTAL $ STIPULATIONS: % oo MI .�Jj�a�z ih f? ) ,� Fee Schedule on Reverse Side 25% of Building Permit Fee $.50/$1,000 Valuation $ 525 per SAC Unit Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] L) rr) 1/J i th U ✓✓1 Lk) A -L44 ®cam+.! .ova ° TdP QP HVAC �r�4 ����, 0 FLoo>2 J o 15T WAP -M gIDF_ VAPOP_ 13AR.RI'Ek OFMONAL IIMRofL F'INISN -, U3, --.N U3� EU U� �EU JJ tiUj O ♦�/ice •'�� ��♦. I►• r I'� ED m5ewK•5 T2 -SATED WooD NoT16.: 5EE Cn%E -AL MOTES F2r- PEf�fivll:i31�L� ,VA21ATIoNS. Fl1�st�iNCq ..� Pi.YV✓O v N44Y cW EE LAP FIELD APPLIED TZPP R -ATE FPK '5HEA2 MIJ5FEE - - - FIELO APPt_IW 2 x- T49P PLATT- -- - 2 x -rOP Fl ATE - CAULK. FIN15�J GyfZADE sL®P� %2" PES Fri MIN. Com' IoM WALL �== 2X_ STUD WALL INSULAToN A5 APPIZOMIATE I u_ ori PLyWooD 5TKIP PRoTEGTIIJCa ToP oP f oI-YETuYLENE FILM PLN(WoaD o " d ,-- A 5NAI.T Or. PoI.YETI YI -ENE FILM bTKI P5 'e, OQO n „—3OZ4-I' 6oN;6. SLA5 9-o o° ^ 0 6tzAMEL ®r.CCU514ED NONE FILL 0000400 000 Ix_ SCREE® B0AIZP COPTIOPIAI.) ooO°ao �- P�YET�l�^�E�tE FILM 00000 - 2 x FTI N4' PLAre r_m ow FK011ST LINE - I - WDR 4 51PE_ 'r. VAr^M PAIRZIER — .A ,Fy Figure 2. Basement Wall 43 i f"�.�..._,�.....ao,�......m.....,*m..m®e.m�aa..m..r.mmA.cr.n�>-rn.....�..w-snm-r^cea�Rsm-".e�'ar*r•7^a.�.^tvr,+..--�•-•'i9N.'.,"y�.,,s-i"Tm^.n.T�x�!,3E7"^2'���'++a^,`..o'�'.co..r^^si.. �...• ..... ... �-. �F+y ,,+.a7v .. _ ��u"vP5-��t.1 F773 fTr-,7,5Ljizz -,,jzr-ATrD IN5ULATION AS AF)"fZOPRIATIE ASPHALT cF- FILM c-, CD p c C) 0 0 o C, cZu-sI-4F-P TONE FILL-It� HC-16,HT -Z3 7e A - a .(D KNEEWALL -x-STUD WALL 7I- �o �0 00000��• oo cad od I- 6 -- D - - -- - - - 2x_ FOCTI N� PLATE 0 O o o F?,a6ri LINE V.4,r017- 24 P. Figure S. Basomoilt 14,,jjj VViih Knef 1411 Supporting 46 Carage or Porch Floor SL Nci r- Sr --E r, Et,!E gAl- NL -,r6 5 For_ VAQIA-n0W5. 2. IF 51-ABtj,.56D WIT1j4>U'rI-NEP-WAt-I-) F-Ki�D Ix— PL-IWOOP Srp-lf-AT LEAST 4.1 TYPICALLY HOLD 70 ONE P-ISFE FoIZ f":Pec-1 U3 CAUU- J-oF7 of rlaLY�4n-F)Js FILM p e ' 61 A F -A C, F- c< Fc,Qc,4 �< _ = VVAP-M 151P� 2!,e Top PLATE VPAPO[2- 5AP-P-IF-P- 1`2012y6rpI-ENE FILM III=_t COMPP4CFE-D FILL IN5ULATION AS AF)"fZOPRIATIE ASPHALT cF- FILM c-, CD p c C) 0 0 o C, cZu-sI-4F-P TONE FILL-It� HC-16,HT -Z3 7e A - a .(D KNEEWALL -x-STUD WALL 7I- �o �0 00000��• oo cad od I- 6 -- D - - -- - - - 2x_ FOCTI N� PLATE 0 O o o F?,a6ri LINE V.4,r017- 24 P. Figure S. Basomoilt 14,,jjj VViih Knef 1411 Supporting 46 Carage or Porch Floor SL Total exposed foundation area h.. Total foundation window area.* .�� �. Total net foundation area above grade........... "U'l value of each wall segment. a -a1- X" fluIt -37— 37X eau to X O =� c X IITT 11 d. reer+ ®' X flu to �.� .'� — .�.. ®�..► Ilu of f - IITT tI --- • R� = dr ao'O g - full dd • STT+. X IITT 11j -2 2LE of V�/`—e.�T��� ae 3. -. .. -. -- ...-.......Tota1 - /� yv;�z haveaet the intent„ of SBC 6006(c)2. 4, Total exposed roof/ceiling area = _ j. Total skylight area .......................... --� -- R. Total roof/ceiling framing area (average 106) ------ 1. Total net insulated roof/ceiling area........ ,Tietermine "Uq0 value for each roof/ceiling ,regten., .Total - �m you have met To utilize the total envelope system method, the values established by the sum of items #3 and ##4 shall not be greater than the sum { of items #1 and #2. rt 0. +4. l" 17- CITY OF FRIDLEY APPLICATION FOR PLUMBING AND GAS FITTING PERMIT RATE SCHEDULE PLUMBING FIXTURE RATES: New Fixtures Future Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Hydraulic Valve Sump or Receiving Tank Water Treating Appliance Hot water Heater Gas Range Gas Dryer NO. 13 RATE $ 5.00 S 3.50 S 1.50 S 4.00 $ 5.00 $ 5.00 S 5.00 S 5.00 $ 5.00 $ 7.00 $ 5.00 $ 10.00 $ 10.00 ALL OTHERS AND/OR REPAIRS AND ALTERATIONS It of Value of Fixture or Appliance Reinspection Pee $ State Surcharge ($15.00) TOTAL FEE TOTAL $ laS. bo S tttective Aug. 1, lvnl %� 7�� Job Address (;/, -� `,1� -Y4Gx- Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. 19 1 OWNER d- d!/°.vO� �✓ d CC Hyl d%�✓ KIND OF BUILDING 15 USED AS N16/ 1 A- � TO BE COMPLETED ABOUT ESTIMATED COST OLD - NEW BUILDING PERMIT NO. PERMIT NO. 8,'-1 Company Signed B Tel. No. ROUGH INSP. Date FINAL INSP. & -13 p Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00 PLUS THE $.50 STATE SURCHARGE N T CAu • d Water d q .moi W H b y O m 4j M 0. d. a Heater y[� du a H 3 o m o� ai z ow° w um°4s g 5 as lec t IC ( I t lot 2nd 3rd 4th (R) - Future Connection Opening Connected with Sewer (�) - New Fixture. Old Opening Water RATE SCHEDULE PLUMBING FIXTURE RATES: New Fixtures Future Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Hydraulic Valve Sump or Receiving Tank Water Treating Appliance Hot water Heater Gas Range Gas Dryer NO. 13 RATE $ 5.00 S 3.50 S 1.50 S 4.00 $ 5.00 $ 5.00 S 5.00 S 5.00 $ 5.00 $ 7.00 $ 5.00 $ 10.00 $ 10.00 ALL OTHERS AND/OR REPAIRS AND ALTERATIONS It of Value of Fixture or Appliance Reinspection Pee $ State Surcharge ($15.00) TOTAL FEE TOTAL $ laS. bo S tttective Aug. 1, lvnl %� 7�� Job Address (;/, -� `,1� -Y4Gx- Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct Fridley, Mn. 19 1 OWNER d- d!/°.vO� �✓ d CC Hyl d%�✓ KIND OF BUILDING 15 USED AS N16/ 1 A- � TO BE COMPLETED ABOUT ESTIMATED COST OLD - NEW BUILDING PERMIT NO. PERMIT NO. 8,'-1 Company Signed B Tel. No. ROUGH INSP. Date FINAL INSP. & -13 p Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00 PLUS THE $.50 STATE SURCHARGE CIVIC CENTER - 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 - PHONE (612) 571-3450 October 20, 1987 Rodney Billman Inc. 151 Silver Lake Road New Brighton, MN 55112 Re: Final Inspection at 6350 - 7th Street N.E., Fridley Dear Sirs: A final inspection was conducted on October 19, 1987 of the above address and the following item was noted which must be completed before the structure can be finaled: Provide City with a copy of the verifying survey by November 6, 1987. Please feel free to contact me if you have any questions on this matter. Sincerely, DARREL G. CLARK Chief Building Official DGC/mh '11Lo U. SUBJECT P City of Fridley 27300 AT THE TOP OF THE TWINS BUILDING P E R M I T � RECEIPT NO. COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. 3Q. r NUMBER REV DATE PAGE OF APPROVED BY I = /1 CITY HALL FRIDLEY 55432 �"'"� If ,`� 612-571-3450 910-F15 1 8/19/98 JOB ADDRESS 6350 7th Street NE I LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. I 12 1 1 Alice Wall Addition- SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Kent Kersey - 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Owner 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 8 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION Rk REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Patio door; replace damaged siding 9 CHANGE OF USE FROM TO STIPULATIONS Call for building wrap inspection before covering. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING. HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 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 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT 2000 $1.00 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- STRUC ION QR THE FIE RMANCE OF CONSTRUCTION. $62.25 Fire SC $2.00 PLAN CHECK FEE EE PTOTA r -Al:25 7- SIGNATURE fFCO TRACTOR OR A06RIZEDAGENT IDATEI P ALIDAT I$ I$ V R PER1SIGNATURE 41( BL GATE OF OWNER IIF OWNER BUILOERI IDATEI NEW -4 [ Effective 1/1/98 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: � �� �j 1 Cf h Legal Description: ZE Z�e Owner Name & Address: Afe=iv Tel. # Contractor: ef, MN LICENSE # Address: Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. $ 5 Fee Schedule on Reverse Side GARAGE AREA: Length Width Height Sq. Ft. $ / . CSC) DECK AREA: Length Width Hgt/Grofund Sq. Ft. % OTHER: $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Construction Type: Sewer Main Charge Estimated Cost: $ Agreement Necessary [ ] Not Necessary [ ] (Fee Schedule on Back) T-1 =9 Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: APPLICANT: Tel. # TOTAL $ STIPULATIONS: CITY USE ONLY Permit Fee $ 5 Fee Schedule on Reverse Side Fire Surcharge $ . ()O .001 of Permit Valuation (1/10th%) State Surcharge $ / . CSC) $.50/$1,000 Valuation SAC Charge $ $1000 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ STIPULATIONS: �� zsi EW [ j CITY OF FRIDLEY ,DDN [ j 6431 University Ave NE, Fridley, MN 55432 ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: �ODS'— D/c26 V (763) 572-3604 BI g Ins (763) 571-1287 F Legal Description: f' Owner Name & Address: �,,00�Tel. # Contractor. 41 Qa /m� � � �� �/ MN LICENSE # ' A Address: ���9 P �� a —_rS � "e0# 1L Tel. # X61 Zq 7 Attach to this application, a Certificate of Surrey of the lot, with the proposed construction drawn on it to 'scale. DESCRIPTION OF IMPROVEMENT V LIVING AREA: Length A Width I Height —— Sq. Fti GARAGE AREA: Length Width Height Sq. Ft DECK AREA: Length Width Hgt/Ground Sq. Ft OTHER: 2 Construction Type: ,a.� e Estimated Cost: $---�'-�`� . a ' 86 CY Driveway Curb Cut Width Needed: Ft + 6 Ft = Ft x $ _ $ 3 �7 DATE: , � e'� APPLICANT: _, a - Tel. # Call (763) 572-3604 for Permit Fees if retailing in application. Fax to 763-571-1287 If using credit card and we will call you for card number. CITY USE ONLY - Permit Fee Plan Review Fire Surcharge State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge TOTAL Fee Schedule on Reverse Side 65% of Permit Fee .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1450 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 [ ] STIPULATIONS: f�g� 4\�� ��. T I C H N I C 0 L T O P ICS Form No. TT -080A Page 1 of 1 Frequently Asked Questions About APA's Narrow Wall Bracing Method Without Hold Downs Question 1. Cana 2x4 flatwise be substituted for the 1000 -Ib header strap? Answer: Yes, the 2x4 must be attached with 14 -10d common nails (0.148" diameter). Seven nails should be placed in the header region and 7 nails should be placed in the wall segment. Other engineering alternatives arq:also possible. Question 2. Is there any structural benefit to having an upside down L-shaped piece of wood structural panel? Answer: All APA testing was conducted with a single rectangular piece of OSB and the potential benefit of an L-shaped piece has not been quantified. Question 3. On what t the wall be built? Answer: A Id foundation, like concrete, grou e Question it Can I build the APA Narrow Wall Bracing on a raised wood floor? Answer: All APA testing was conducted on a rigid foundation. At present, this method is o rigid foundations until further test data are available. Question S. Is sheat hm Answer: Yes. Sheathing the backside of the narrow wall segment and overlapping the header permits the 1000 -Ib header strap to be omitted. Question 6. Can the sill -plate anchor bolts be replaced with proprietary sill -plate anchorage hardware (e.g., Simpson LMA/MASB)? Answer: Yes, as long as the hardware manufacturer has demonstrated that their anchorage system has equal or higher structural capacities than specified anchor bolts and plate washers. Question 7. Is there code approval for this method? Answer: The proposals have been accepted and will be included in the supplement to the 2003 IBC and IRC to be published in July of 2004. Question 8. The opening width is limited to 18'-0", but 18'-3" is a common rough opening, is that okay? Answer: Yes, an 18'-3" rough opening is acceptable. Technical Services Division June 2004 ©2004, APA - The Engineered Wood Association Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility of product performance or designs as actually constructed. Consult your local Jurisdiction or design professional to assure compliance with code, construction, and performance requirements. 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone (253) 565-6600 • Fax Number (253) 565-7265 0 NORROW-WOLL ORREIN6 WITHOUT NOIR 0OWNS roll USE IN R [ULLY AIRTHIO NOSE Number E425 - September 2004 Tests show APA's Narrow -Wall Bracing Method (a portal -frame structure) performs comparably to existing code- permitted odepermitted bracing for residential structures when built on rigid foundations or raised .wood floor assemblies. Section R602.10.5 of the 2003 International Residential Code (IRC) permits a 4:1 aspect ratio (e.g., 96 -inches tall by 24 -inches wide) for narrow wall segments constructed with no hold-down devices when the home is fully sheathed with wood struc- tural panels. and the narrow wall segment is adjacent to a limited -height window. More than 25 full-scale cyclic tests in two phases demonstrated that APRs 6:1 aspect ratio portal frame design performed comparably to the IBC's provisions. PHASE 1 The first phase of testing on APAs Narrow -Wall Bracing Method evaluated wall assemblies connected to rigid founda- tions, therefore limiting designs to installation on rigid foundations (Technical Topics: Narrow Garage Wall Bracing for One - and Two -Story Homes, TT -077). The tests showed the 6:1 aspect -ratio (e.g., 96 -inches tall by 16 -inches wide) portal frame design performed approximately equal to or better than the IRC -permitted 4:1 aspect -ratio wall segment (APA, 2003). This comparative testing was the basis for a successful code change proposal (RB178-03/04) to the 2003 IRC in Section R602.10.5, as confirmed in the 2004 Supplement to the International Codes GCC, 2004). PHASE 11 The second phase of testing on APRs Narrow -Wall Bracing Method, completed in surnmer 2004, evaluated its performance on raised floor assemblies. Test results also showed the 6:1 aspect ratio portal -frame design performed approx imately equal to or better than the IRC 4:1 aspect -ratio wall segment when both are built on a raised -floor assembly (APA, 2004). APA has proposed code changes to the 2003 IRC in the 2004-05 code -change development cycle based on these tests. The proposed code changes and the matching recommendations herein are intended to replace previous APA code changes from Phase 1 tests of the Narrow -Wall Bracing Method. This proposal would change the current IRC limitations (Seismic Design Categories A C, first of two stories and garages only), malting the method consistent with IRC sections R602.10.1. R602.10.5 and IRC Table R602.10.1 for instal- lations on both rigid foundations and raised wood floors. APA proposes the following limitations when using the 6:1 aspect ratio APA Narrow -Wall Bracing Method: ■ Requirements of IRC Section R602.10.5 apply (i.e., fully sheathed wood -structural -panel walls, comer details as specified, etc.). ■ Wall segments are built in accordance with Figure 1. ■ Wall segments constructed in accordance with R602.10.5 and Figure 1 may be considered Method -3 bracing (to meet Table R602.10.1 requirements). In addition, the width of the vertical segment of the APA Narrow -V411 Bracing APA ME ENGINEERED WOOD =0C""0N Narrow Wall Bracing Without Hold Downs for use in a Fully Sheathed House FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW -WALL BRACING METHOD WITHOUT HOLD-DOWNS 3 Outside Elevation Side Elevation Extent of header (Two braced wall segments) Extent of header (One braced wall segment) ---•� ¢ g filler Min. 3" x 11-1/4' net header if need ed - - - - 2' to 18' (finished width) 16d sinker Fasten sheathing to header with Top plate ;; � I nails in 2 rows M; 8d common nails in 3• grid continuity is r @3'o.a pattern as shown and 3 o.c in required per all framing (studs and sills) typ. R602.3.2' + 1000 Ib header - to -jack -stud strop 1000 Ib header -to -jack -scud strap «• on both sides of on both sides of opening 44 ^" opening Max. (Install on backside as shown on Side Elevation) w+ height 10 •a. Min. (2) 2x4 iyp. .w Braced wall If panel splice is needed it shall segment per R602.10.5 3/8' min occur within 24• of mid -height. thickness wood ;: Blocking is not required. 44 structural panel M• 44 No. of 44 W Min. width based on 6:1 jock studs sheathing height -to -width ratio: For r table example: 16' ii Anchor bolt per R403.1.6 Typ. Over concrete or masonry block foundation r, 'M • Nail sole plate to joist per table •+ Nail sole plate to joist Framing Anchors R602.3(1) y, RR6602 311 ( ) •,• 670lbt 67016-. Wood Structural Panel Sheathing over Approved Bond Joist Approved Band Joist Over raised wood floor or second floor — framing anchor option •f; •' ' Nail sole plate y to joist per table .. Nail sole P late to joist +• Win' r' w• 8d common nails R602.3(1) .;, ;�• 3' o.c. fop and bottom .;; per table R602.3(1) Overlap •r; 9-1/4' Wood Structural Panel Sheathing over Approved Band Joist Approved Bond Joist Over raised wood floor or second floor — Wood structural panel overlap option Not to scale Form No. E425 ■ © 2004 APA — The Engineered Wood Association ■ www.apawood.org fi min. for 8' height R505 (11L2) !,• Min. 2"x2"x3/16' plate washer � --��--- �.. Y f X e 6 P j t�%rw,) g THIS JOB COPY SHALL BE AVAILABLE ON THE JOB SITE FOR THE FRAMING AND FINAL INSPECTIONS too r roses Pnrhh 22' x 30' attk awmi ENGINEERED TRUSS DESIGNS ' AND LAYOUTS SHALL BE MADE 2.6 AVAILABLE ON THE JOB SITE .� FOR THE FRAMING INSPECTION Attic Ventilation 1/300 of horizontal projection of roof area — 1/2 to be in soffit. 1/2 to be in roof near ridge. 1