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HomeMy WebLinkAboutALL DOCS & CO - 08-00349 - Lincoln Park Townhomes - 9 plex�0 pot PTO O U U pp 1 9 Y o JJ SPV "OL 0 4w O W _ I ii F W a E— O 4) c W W U d n V 1L O w F' V V Q C _ w C C a Z Z O !a d a a w . U) 7 C W 0 i Q. n o 3 Q O J LL o r 0 O = w o 3 O ` C > E J o i �. A+ N U o a L LU c C Z O U i N C Q i c U O m i a� o C D I.L O C , ) O- O U rr � o��mw W Z Z � C ~ . 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W O n o C U O Q E 9 J LL o r 0 O = w o 3 > E J o C m � � � �. w o a L iA c C Z O U i N C Q i c U O m i a� o C D I.L C , ) O- O U a o o��mw W _ , m m F N N C O m E .3 a m n O °' 2 E o v ca N Z oY a� 0 0 g U U o� Q c"a r N CO Z ■ J W C N G 1i m W w a � o z Conditiond Occupancy Permit Community Development 19 East Main St janellh@rexburg.org Phone: 208.359.3020x346 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 gP.Xt3t /R C I T Y O P REX Americas Family C » February 20, 2009 Timberhawk Inc Trever Einerson 1105 Coyote Willow Way Rexburg, ID 83440 RE: Permit #08 00349 Dear Timberhawk: You have requested an occupancy permit for 446 W 6th S #201 -209. At this time it appears all requirements have not beN met for the issuance of a Final Occupancy Permit. However, it has been determined by the Building Department that a conditional occupancy permit may be granted with the following requirements being met. 1) Landscaping needs to be completed A temporary occupancy permit will be issued until 6 /1/2009 at which time the above requirements need to be completed. Upon completion of the above requirements, please call the City of Rexburg Building Department at (208) 359 -3020 extension 326. An inspector will be sent out and a Final Occupancy Permit will be issued. Sincerely, � L JaNell Hansen Permit Coordinator /Tech C, TY of Certificate of Occupancy R EX 13 URG City of Rexburg America's Family Community p De artment of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (2081359-3024 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #201 Use and Occupancy:_ Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential -less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 909 of the Intemational Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vias inspected on the date listed v►es found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: December 10 08 C.O Issued by: M Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector. _ mo ire Inspector: t n i Electrical Inspector: —' ' Ll P8Z Administrator: x;04 AEXBURC�d U� O C I T Y OF REX CW America's Family Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 P 8 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #202 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that sties inspected on the date listed vies found to be in compliance mith the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: December 1 2008 (01:07PM) C.O Issued by: yG Building Official a/ There shall be no further change in the ebsbng occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector Fire Inspector: Electrical Inspector: Pt3<Z Administrator: OF gEX8 C I T Y OF R EX B URG Ow Americas Family Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #203 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential -'less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vos inspected on the date listed Kos found to be in compliance vWth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: December 10, 2999 (01:07PM) C.O Issued by: i Building Official There shall be no further change in the ebsting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector, Fire Inspector: Electrical Inspector: Q P &Z Administrator: ^�04 gERBURG.,O CITY OF REX Americas Family Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 to 6th S #204 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed wes found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy vies classified. Date C.O. Issued: December 10, 209_8,(01:07PM C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspec Fire Inspector: Electrical Inspector. P&Z Administrator: 04 �tEXB URC U� O C I T] OF REX Americas Family Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #205 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed wes found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy wes classified. Date C.O. Issued: December C.O Issued by: W Building Official 07P There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspe !� Fire Inspector: + Electrical Inspector P&Z Administrator: U . � o � R exau R � ,9 C I T Y OF REX Americas Family Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (2081359 -3020 / Fax (2(181 '459 1n2a Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #206 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance with the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: December 10, 2008 01:07PM) A C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspecto X Fire Inspector: Electricallnspector: PBZ Administrator: �� AMML Wi 1�0 RBRB(JRCl9 U.� O CITY OF Certificate of Occupancy REX City of Rexburg ` America's Family Communi Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #207 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vties classified. Date C.O. Issued: December 10, 200 :07PM C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector Fire Inspector Electrical Inspector• P &Z Administrator: ` ;o gERBURC �� U.� O CITY OF REX Americas Family Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 8 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0800349 International Residential Code 2006 446 W 6th S #208 Townhome Type V, non -rated Residential No Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Timberhawk Inc Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: December 10, 2008 01:07PM) C.0 Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspec or: r Fire Inspector: "a Electrical lnspectorz' PBZAdministrator: OF gEFH Vq CITY O F U C RE��iiURG > — –� - -- America' Fam(!y Community P.O Box 280 * City of Rexburg 19 E. Main 83 Rexburg, Idaho 83440 Phone (208) 359 -3020 STATE OF IDAHO Fax (208) 359 -3022 e-Mail August 21, 2008 REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg 0- 3 1 1 7 Pursuant to the provisions of the International Building Code 2006, the undersigned requests that a building permit be issued for: Footings and Foundations only at: 0 W 6th S Rexburg, Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all resposibility for the issuance of a partial permit and further agree that any work performed under this ,permit will be removed or otherwise corrected to be in accor approved plans when a permit for the entire building Dated: Thursday August 212008 By Approved: Thursday August 212008 CITY OF REXBURG In 11 J ell ansen e rmit Coordinator / Tech a gUXBUR�, SINGLE FAMILY RESIDENTIAL 1 C, I T Y O F F .. __.. REX13URG City of Rexburg Arn "'ca` Fam Community Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit Type Single Family Residential Site Address 0 W 6TH S Project Description Names Associated with this Project Type Name Contact Phone # License # Exp Date Contractor Hill'S Plumbing Destry Hill Or Bryce 208 -521 -3315 11191/C11645 07/31/2009 Contractor Hill'S Plumbing Destry Hill Or Bryce 208 -521 -3315 1602/10546 07/31/2009 Contractor Nephi'S Electric Nephi Gibson 208 - 313 -2883 C -28040 07/01/2009 Contractor Timberhawk Inc Trever Einerson 208 - 351 -6236 RCE -17433 07/11/2009 Fixtures 8- R -Fuel piping fixture or appliance outlet(s) additional 18- R -Bath fan vents additional 1 - R- Furnace / Air Conditioner Combo 1 - R- Exhaust or vent ducts 9- R- Garbage Disposal 18- R -Water Closet and/or Urinal 9- R -Dish Washer 27- R -Sink (Lavatory, Kitchen, Mop or Bar Sink) a Permit # 0800349 Project Name Lincoln Park Townhomes Bldg # Parcel # RPROOOK0060901, RPROOOK0063010 1 - R -Fuel (gas) piping fixture or appliance outlet 9- R -Dryer vents additional 8- R- Furnace / Air conditioner combo(s) additional 8- R- Exhaust or vent ducts additional 9- R -Water Softener 9- R- Clothes Washing Machine 9- R -Water Heater 9- R -Tub and/or Shower Unit Print Name Signature Date Date Issued: Issued By: o �REXBU�� Certificate of Occupancy CITY OF U� — R City of Rexburg Department of Community Development Americas Family Community 19 E. Main St. / Rexburg, ID. 83440 Phone (2081 359 -3020 / Fax (2081359 -3024 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S ##203 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential -'less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance Kith the requirements of the code for the group and division of occupancy and the use for vihich the proposed occupancy vies classified. Date C.O. Issued: December 10, 20 (01:07PM) C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspec Z od 6t-_ �� Electrical Inspector: �t�_o Fire Inspector: n Ic P &ZAdministrator: ��o RexevR�,o C) ED CITY OF Certificate of Occupancy R EX 13 URG Ow America's Family Community City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone 359 -3024 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 0800349 International Residential Code 2006 446 W 6th S #204 Townhome Type V, non -rated Residential No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vi th the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: December 10 200 1: C.O Issued by: NW.Ai Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspecto Fire Inspector: ` Electrical Inspector. P &Z Administrator: x;04 pEXBUgC'9 �jT, of Certificate of Occupancy U.�► REX City of Rexburg ` America's Family C ommuni t y Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #205 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vtith the requirements of the code for the group and division of occupancy and the use for vihich the proposed occupancy vies classified. Date C.O. Issued: Decem C.O Issued by: Building Official There shall be no further change in the e)dsting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. "n Plumbing Inspe Fire Inspector: Electrical lnspector P &Z Administrator: � . _- � io4 gEABURC O CITY OF Certificate of Occupancy U.'► REX City of Rexburg ` America's Family Communit Department of Community Development '•, H E 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (2081 359 -3024 Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #206 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for vihich the proposed occupancy vas classified. Date C.O. Issued: December 10, 2008 (01 :07PM) C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector. Fire Inspector: V Electrical inspector: PBZAdministrator: - Qp� • 0XB (V C I T Y OF REX Cw Americas Family Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (2081359 -3n2n / Fax (2nm 359 ,Ante. Building Permit No: 0800349 Applicable Edition of Code: International Residential Code 2006 Site Address: 446 W 6th S #207 Use and Occupancy: Townhome Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: No Name and Address of Owner: Einerson Trever 1105 Coyote Willow Way Rexburg, ID 83440 Contractor: Timberhawk Inc Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance mith the requirements of the code for the group and division of occupancy and the use for vtihich the proposed occupancy vies classified. Date C.O. Issued: December 10 200 , :07PM C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector• Fire Inspector: " IA Electrical Inspector• P&Z Administrator: -- o4 gE ?B CITY O F ~` REXBURG Americo Family Community � P.O Box 280 * C i ty of Rexb u rg Rexburg, Idaho 83440 Phone (208) 359 -3020 STATE OF IDAHO Fax (208) 359 -3022 e-Mail August 21, 2008 REQUEST FOR A CONDITIONAL BUILDING PERMIT FOR PARTIAL BUILDING CONSTRUCTION TO: Building Official for the City of Rexburg 0. 7 Pursuant to the provisions of the International Building Code 2006, the undersigned requests that a building permit be issued for: Footings and Foundations only at: 0 W 6th S Rexburg, Acknowledgment is made that the plans for the complex are not complete and that final approval of the building will not be given until the final plans have been approved. We recognize that proceeding with partial construction at this time is entirely at the risk of the Architect/Owner with there being no assurance that the final Certificate of Occupancy for the entire building or structure will be granted. We further absolve the City of Rexburg and officers and employees thereof, of all resposibility for the issuance of a partial permit and further agree that any work performed under this permit will be removed or otherwise corrected to be in accor approved plans when a permit for the entire building c Dated: Thursday August 212008 By Approved: Thursday August 212008 CITY OF REXBURG J ell ansen ermit Coordinator / Tech OE pCXBU'e �7 - -- - ---- - - -- r - -- Ameri" Fumd, Community Project Information r 4 SINGLE FAMILY RESIDENTIAL Permit Type Single Family Residential Site Address 0 W 6TH S Project Description Permit # 0800349 Project Name Lincoln Park Townhomes Bldg # Parcel # RPROOOK0060901, RPROOOK0063010 Fee Information Project Details Project Valuation Mechanical Residential Fixtures Permit - Electrical Building Permit Fee Plan Check Fee Residential Plumbing Permit Fee Fire Impact Hookup Fee /Sewer Hookup Fee/Water Park Impact Fee Police Impact Fee Street Impact Fee Water Meter & Parts Total Fees Paid Print Name $831,114.1E Residential, one and two family (Any Code mat, 8,836 SQFT 450.00 700.00 4,810.75 481.08 822.00 624.87 3,690.00 5,382.00 3,122.91 121.86 5,790.60 317.00 $26,313.07 City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fa (208) 359 -3024 Signature Date Issued: Date Issued By 4 gBXH{,�C C,I'i'Y OF - REXBURG *' Apneriat3 Fainily (outmunity hF6 Please Complete the Entire Application! If the question does not apply fill in NA for non applicable RESIDENTIAL BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID 83440 208 - 359 -3020 X326 P 1V O ODL. 60(o;301 D PARCEL NUMBER: 1 F� P Q\ (We will provide this for you) SUBDIVISION: /_JNaoc'fj AA flA<- UNIT# BLOCK# LOT #. (Addressing is based on the information - must be accurate Dwelling Units: 4 Parcel Acres: Z. •`' PROPERTY ADDRESS: J -- LxT , ( Sly a — A PHONE #: Home ( ) Work ( ) Cell ( ) OWNER MAILING�ADDRESS j,, ��'��� ILtO1.) " CITY: /� /JJ CXLA/ STATE: ZIP: 73LILi EMAIL (��y�r � N'' L � mi . 0 l" FAX APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS � 3 S r� K��� �- I�/lL CITY: 126 Xfj � STATE; LpA�-b ZIP r L i L l O EMAIL ( 1 � PHONE #: Home ( ) Work (3) d c — Cell i Y CONTRACTOR i1 Y111 UQJ✓ , WC . MAILING ADDRESS: �� S �, ,,,�3� p(L CITY 9T K 15 AA1 STATE L� ZIP 7 ' 16 1 PHONE #: Home ( ) _ Work (�) �'��'6 6y Cell EMAIL FAX 32,1'1-0 � Y I AHO REGISTRATION # & MV\rMT H ow many buildings are located on this property? Did you recently purchase this property ?(Q Yes (If yes, list previous owner's Is this a lot split? VOe�� 1 YES (Pleasse �copy of new legal description of property) PROPOSED USE: �uv�l� 1"}CIV" 1.l `' ' ' /� `�_�WVNTIA 1 _ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) J U L 1 4 2'108 CITY OF REXBURG APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in cases of any false stateme r misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started witl i a : void if work stops for 180 days. / yy of ner :Ihic DATE DING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning Tanuary 1, 2005 City of Rexburg's Acceptance of the plan review fee does not constitute plan approval **Building Permit Fees are due at time of application** * *Building Permits are void if your check does not clear** CONTACT PHONE # Ssl - Building Safety Department City of Rexburg 19 E. Main ionellh@rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax. 208.359.3024 �4 gExeGgc CITY of REXBURG Americas Family Community Remodeling Your Building /Home ( need Estimate $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area " f l 5 Unfinished Basement area Second floor /loft area L4 1 C) S F Finished basement area - Third floor /loft area �� Garage area -$-" Shed or Barn -B -' Carport /Deck (30" above grade)Area 42B- Water Meter Quantity: * * * * * * * * * * * ** *Water Meter Size: Requiredffl PLUMBING l� / Plumbing Contractor's Name: I Business Name: ��Lt,S Address y'f _ F 6 Dl r_ AL - ci ty APD �L� � ty State �� Zip � `� Contact Phone: ( ) -� `�� Business Phone: ( 0) Email Fax FIXTURE COUNT fincludingroughed fixtures) Clothes Washing Machine - '� Sprinklers C � 1 Dishwasher Tub /Showers �- Floor Drain A i Y Toilet /Urinal Garbage Disposal 1 Water Heater Hot Tub /Spa — T — Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate (COMMERCIAL /MULTI - FAMILY ONLY) Sigtatum of Li ed Contractor License Number& Expiration Date Date The City of Bexburg's permit fee schedule is the same as required by the State ofldaho Building - Safety Department City of Rexburg 19 E Main janellh@rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 's v c C I T Y OF RE __ C - . _- Americas Family Community OWNER'S NAME - PROPERTY ADDRESS uU� SUBDIVISION lA PA(Zl PHASE LOT BLOCK I: I I ,' Lincoln Park Townhomes 9 plex RequiredLY ELECTRICAL Electrical Contractor's Name jpa (It Business Name v s &-rtT Address lam- zwo C City (dnul UCL!� State Z'© Zip J Cell Phone ( p ) �i —� y�� Business Phone ( o) Fax (Z � � �� � Email Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) Number of meters being installed Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) $' Existing Residential (# of Branch Circuits) ` Spa, Hot Tub, Sw immin g Pool Electric Central Systems Heating and /or Cooling (when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ - Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement /Industry *Includes a aximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. C `Zvo(_10 !� CSI < Z7, dd ignature of Licensed Contractor License number Date The City schedule is the same as required by the State of Idaho Buil 19 E. Main Rexburg, ID 83440 g Safety Department City of Rexburg ionellh@rexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 o C I T Y OF RE."URG America's Family Community Affidavit of Legal Interest State of Idaho County of Madison I, Name City Address State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the sub)ect of the application. Dated this day of , 20 Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: Building Safety Department �ofQExe City of Rexburg ' Q 19 E. Main ioneiih@rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 C I T Y OF REXBURG Cw ..._. America's Family Community NAME Tlv� 6MJL1C. , . PROPERTY ADDRESS % TO LX Permit# SUBDIVISION 11tJCN_Q P4 Q Y, PHASE LOT BLOCK RequYredLY MECHANICAL Mechanical Contractor's Name &zy(r Ow- Business Name Address �' � s`'J� i 1)0- City 4 O QILS State LD Zip Cell Phone ( ) j Z-1 �� Business Phone ( ) ; --Lot 1 Fax ( ) S Z - 1O0 J Email Mechanical Estimate $ (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) -ey- Furnace 1 1 Exhaust or Vent Ducts Furnace /Air Conditioner Combo q 1 Dryer Vents '$ Heat Pump -s - Air Conditioner I $ Z Evaporative Cooler -� Unit Heater Space Heater $ Decorative gas -fired appliance Incinerator System Boiler q 1 Dryer Vents '$ Range Hood Vents -� Cook Stove Vents I $ Z Bath Fan Vents -� other similar vents & ducts: 4?- Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Ga Oil Coal Fireplace Electric , Eydr�oniDc 1 WSL 4 < ' ignolKe of Licen(ecIrContractor License number Date The schedule is the same as required by the State of Idaho SUBCONTRACTOR LIST Excavation & Earthwork: ' �N C0J1W( lK i C zQ Concrete: f�L Masonry: /0 ` , v l A Roofing. l✓ ���� �V✓�I� Insulation: LC Drywall: J ME0\J DR� ( WAtk- -- Painting: '�J;�Ulf Floor Coverings: n Plumbing: m !' LUYV 'S E tf CT Special Construction (Manufacturer or Supplier) Roof Trusses Floor /Ceiling Joists:_ Siding /Exterior Trim; (, 0J �To N Build Safety Department City of Rexburg 19 E. Main Rexburg, ID 83440 jonellh@rexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 O4 pEXBURr �Y �O U 9O HQn � C I T Y OF REXBURG .... OW _ ___ Americo Family Community Office Hours: Monday -Friday 8:00am- 4:00pm Single Family Residential Pre - Construction Checklist Seismic Design Category — D Roof Snow Load — 35 lbs. per sq. ft. Ground Snow — 50 lbs. per sq. ft. Wind Load — 90 MPH Frost Depth — 36" The following items should be completed be ore you submityour building permit application. Completion of Building Permit Application: You may print this application from our website www.rexburg.org or pick up a copy at the City Hall Annex Building (address above). For 5esidential Permits: (the following is required to be submitted before the Application can be approved) 2 sets of site plans and 2 sets of building plans (must be drawn to scale) -Plans must include foundation plan, floor joist layout, floor plan, roof layout, sectional views, front, back, kt�_ and side elevations, mechanical layout, stair details and any details required to illustrate special construction. Energy Compliance Report: The State of Idaho has adopted the International Energy Conservation Code (IECC). A Compliance Review must be completed and submitted (the rescheck software is available online at www.energycodes.gov ' ❑Page 2 of the Application must include the Idaho Contractor's Registration Number or the exemption form // must be completed and aipned, see Page 9. ❑ age 4 of the Application must be completed and signed by your Plumber Page 5 of the Application must be completed and signed by your Mechanical Contractor ❑ Page 7 of the Application must be completed and signed by your Electrician .91/ Home owners please complete page 6 of the application if you will be doing your own electrical work. / Truss details including engineered floor joists are required. Subdivisions: If you plan to build in a subdivision please check the Rexburg Development Code for any requirements such as, property setbacks, architecture board approval, etc. This information is available from the Planning & Zoning Department at the Annex Building located at 19 East Main. New Residential Homes If your building permit is for a new home, you will need the parcel number (a parcel number is the county's property identification which recognities a plot of land) and a new physical address will be issued. If you do not know the parcel number and cannot find a record of it, please bring the name of the subdivision, phase, and the lot and block numbers. The correct location is vital to assure correct addressin Remodels If you are considering a remodel, a g of the bid or estimate for the remodel must be submitted with the Permit Application. • 2 sets of Plans are required (may need IECC Review). • Additions are the same requirements as new construction. M r.�.xBUizc ti Eel :l- 1 City of Rexburg 1& 4 Department of Community Development Receipt Number: 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 1043 $ 500.00 Total $500.00 JUL, 1 ',/ 2008 f f .+ genpmtrreceipts Page 1 of 1 0800349 RPROOOK006( Building Permit Fee $4,810.75 $18.92 $4,791.83 0800349 RPROOOK006( Plan Check Fee $481.08 $481.08 $0.00 Total: $500.00 r REScheck Software Vert ci Compliance G 0800349 Lincoln Park Townhomes Report Date: 0=1/08 Data fiferlame. C. MMME- 11Ran* WyDOCU- 11LOGHOM 1 tTNBER - I -RCK Energy Code: 2006 IECC Location: Rexburg, Idaho Cordon Type: FAY Bulking Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 5376 ft2 Glazing Area Penertage: 13% Heating Degree days: 8693 Climate Zone: 6 Construction Site: Owner /Agent: Designer/Corttractor. Ceiling: Flat Ceiling or Scissor Tess 4x5Z ou.0 v.v Date Wan 1: Wood Frame, 16' o -c. 2312 19.0 0.0 Report d i ' te:0 105 Odentatkin: Front OF REXBURG Windows 1: Vsryl Frame - Double Pane 376 0.350 132 SHGC: 0.70 Orientation: Front Doors 1: Sold 180 0 -350 63 Orientation: Front Wall 2: Wood Frame, 16' o.c. 2312 19.0 0.0 112 Orientation: Bade window 2: Vinyl Frarne:Double Mane 270 0.350 95 SHGC: 0.70 Orientation: Back Door 2: Said 180 0.350 63 Orientation: Back Wall 3: Wood Frame, 16" o -G 544 19.0 0 -0 30 Orientation: Right Side Window 3: Vu',4 Frame :Double Parke 44 0 -350 15 SHGC: 0.70 Orientation: Right Skle Wall 4: Wood Frame, 16' o.c. 544 19.0 0.0 30 Orientation: left Side V*idow 4: Vary/ Frame.Double Pane 44 0.350 15 SHGC: 0.70 Onieri#ation: Lett Side Main Floor: Aft -Wood JonUTr ss:Over Uncor> ont8d Space 4352 25.0 0.0 165 Unit Furnace: Forced Hot Aa90 AFUE Compliance Statement The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IECC requirements in RESdredc Version 4.1.1 and to comply with the m3ndatOrY reWiniments listed in the "on Checklist Name - Title Signature Project Title: Data filename: C-.\DOCUME-1\Randy\MYDOCU- 1 \LOGHOM - 1 \TIMBER -1 \TIMBER LCEOWE Date 4UL 17 W . _ 1.RCH Report d i ' te:0 CITY OF REXBURG of 1 1/08 Compliance: Passes on equipment performance 0. AOL 5 -0 -0 32 -0 -0 3-0-0 --I Cf) C m K_ D� x C r m x 1 32 -0 -0 13-0-01 rl AOL Truss ss Type Qty Ply HHAWK 1 OO -PLEX A7 COMMON 4 1 7ob eference o tional FSumm!tTruss, nthony, I D, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:14 2008 Page 1 4 -6 -10 9 -1 -4 4 -6 -10 4 -6 -10 66 = Scale =1:19. 2 6.00 F1 2 W1 W1 T1 T1 3 1 1 B1 I m 6 4112 6 4 4.12 0 6x8 i fia 3 -1 -8 5 -11 -12 9 -1 -4 _ 3 -1 -8 2 -10 -3 3 -1 -8 Plate Offsets X : 1:0-1-12 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 35.0 TCDL 8.0 Plates Increase 1.15 Lumber Increase 1.15 TC 0.51 BC 0.56 Vert(LL) -0.07 4 -5 >999 240 Vert(TL) - 0.12 4-5 >865 180 MT20 185/144 BCLL 0.0 Rep Stress lncr NO WB 0.98 Horz(TL) 0.02 3 n/a n/a BCDL 8.0 Code IRC2006/fP12002 (Matrix) Weight: 49 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3 -1 -15 oc purlins. BOT CHORD 2 X 8 DF SS BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 HF Stud WEDGE Left: 2 X 6 SPF No.2, Right: 2 X 6 SPF No.2 REACTIONS (lb /size) 1= 3748/0 -5 -8, 3= 3748/0 -5 -8 Max Horz 1= 104(LC 4) Max Upliftl =- 838(LC 5), 3=- 838(LC 6) y FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4266/955,2-3=-4266/954 BOT CHORD 1-5=-715/3304,4-5=-467/2200 WEBS 2-5-581/2601, 2 -4 =- 581/2601 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 838 lb uplift at joint 1 and 838 lb uplift at joint 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Girder carries tie -in span(s): 32 -0 -0 from 0-0 -0 to 9 -1 -4 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1- 3=- 781(F =- 765),1 -2 =- 86,2 -3= 86 0800349 Lincoln Park Townhomes 9 Plex Ah Ah Job Truss ss Type Ply ERHAW K- IO -PLEX 2559 A KINGPO ���� Qty q 1 Job Reference (optional Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:15 2008 Page 1 -1 -6 -0 4 -6 -10 9 -1 -4 10-7-4 _ 1 -6 -0 4 -6 -10 4 -6 -10 1 -6 -0 side _ 1:1s. 44 = 4 5 80012 3 W1 T1 1 2 6 B1 7 d 4" 4.4 2411 8 3x8 11 31 II 4 -6 -10 9 -1 -4 4 -6 -10 4 -6 -10 Plate Offsets X [2:0-3-4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.01 2 -8 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.12 Vert(TL) -0.02 2 -8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 6 n/a n/a BCDL 8.0 Code IRC2006/TP12002 (Matrix) Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2X4HFStud SLIDER Left 2 X 6 SPF No.2 2 -8 -10, Right 2 X 6 SPF No.2 2 -8 -10 REACTIONS (lb /size) 2 =600/0 -5 -8, 6= 600/0 -5 -8 Max Horz2= 112(LC 4) Max Uplift2 =- 162(LC 5), 6=- 162(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 522!79, 3 -4 =- 377/94, 4-5 =- 377/94, 5 -6 =522/78, 6 -7 =0/49 BOT CHORD 2-8=0/314,6-8=0/314 WEBS 4-8 =0/167 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 2 and 162 lb uplift at joint 6. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Ah r - -- Job s ssType Qry Ply RHAWK- 10-PLEX TArGs 2559 GAB LE q 1 Job Reference optional Summit Truss, St Anthony, ID, Mark Mangum - 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:16 2008 Page 1 -1-6-0 4-6-10 9 1 4 10 -7 -4 1 -6 -0 4 -6 -10 4 -6 -10 1 -6 -0 4x4 = Scale =1:19. 5 2.411 2x4 II 6 a 8.00 FIT ST2 3 1 Ti ST1 ST1 1 2 8 x B1 9 d 1 34 II 3x4 i 2x4 II 2x6 II 2x4 II 3.41 3611 9 -1 -4 9 -1 -4 Plate Offsets X 2:Ed a 0 -0 -0 8:Ed a 0 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.01 9 rVr 180 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.02 9 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 8.0 Code IRC2006/TP12002 (Matrix) Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud SLIDER Left 2 X 4 SPF 165OF 1.5E 1 -7 -5, Right 2 X 4 SPF 1650F 1.5E 1 -7 -5 REACTIONS (lb /size) 2 =329/9 - 1 - 4,8=329/9-1-4,11=160/9-1-4,12=191/9-1-4,10=191/9-1-4 Max Horz 2 =112(LC 4) Max Uplift2=- 117(LC 5), 8=-131 (LC 6), 12= -76(LC 5), 10= -71(LC 6) Max Grav2= 329(LC 1), 8= 329(LC 1), 11 =160(LC 1), 12= 204(LC 9), 10= 204(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 147/68, 3-4 =- 63/74, 4 -5 =- 92/102, 5-6 =- 92/93, 6 -7 =- 46/37, 7 -8 =- 147/30, 8 -9 =0/49 BOT CHORD 2-12=-15/79,11-12=-15/79,10-11=-15/79,8-10=-15/79 WEBS 5-11=-126/0,4-12=-173/102,6-10=-173/98 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2 -0 -0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2, 131 lb uplift at joint 8, 76 Ito uplift at joint 12 and 71 lb uplift at joint 10. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss ss Type Qty Ply ERHAWK- 10 -PLEX 2559 B COMMON 4 1 "eference Summit Truss, St Anthony, ID, Mark Mangum o tional Job 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu JUI 17 13:59:16 2008 Pagel -1 -6 -0 5 -3 -8 10 -7 -0 12 -1 -0 1 -6 -0 5 -3 -8 44 = 3 5 -3 -8 1 -6 -0 W, 8.00 12 2 1 4 6 2x4 II � 3.4 i 5 -3 -8 5 3x4 10 -7 -0 5 -3 -8 5 -3 -8 Plate Offsets X [2:0-1-15 4:0- 1- 150 -1 -8 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.30 DEFL in (loc) I /deft Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.17 Vert(LL) -0.01 Vert(TL) -0.03 2 -6 >999 240 2 -6 >999 180 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006/TP12002 WB 0.07 (Matrix) Horz(TL) 0.01 4 n/a n/a Weight: 35 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD WEBS 2 X 4 HF Stud Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb/size) 2= 672/0 -5 -8, 4 =67210 -5 -8 Max Horz 2=- 117(LC 3) Max Uplift2=- 185(LC 5), 4=- 185(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2 =0/76,2-3=-603/95,3-4=-603/95 1 4-5=0176 BOT CHORD 2-6=0/395,4-6=0/395 WEBS 3 -6 =0/207 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 2 and 185 lb uplift at joint 4. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard L - AdL Job Truss ssType Qty Ply RHAWK- IO -PLEX 2559 BG E q 1 !-,Rerence Summit Truss, St Anthony, ID, Mark Mangum (optional - 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:17 2008 Page 1 -1 -6 -0 5 -3 -8 10 -7 -0 12 -1 -0 1 -6 -0 5 -3 -8 5 -3 -8 1 -6 -0 scale =,n,. 4x6 = 3 2.4 II 2x4 II 6. 001 2 W, ST1 ST1 T 2 4 f 2x4 II 6 — II 2xs II 5 1 3x4 G 3x4 5 -3 -8 10 -7 -0 5 -3 -8 5 -3 -8 Plate Offsets X 2 LOADING (psf) TCLL 35.0 SPACING 2 -0-0 Plates Increase 1.15 CSI TC DEFL in (loc) I /defl Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 0.30 BC 0.17 Vert(LL) -0.01 2 -6 >999 240 Vert(TL) -0.03 2 -6 >999 180 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006/TPI2002 WB 0.07 (Matri) Horz(TL) 0.01 4 n/a rn/a Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2X4HFStud OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 2= 672/0 -5 -8, 4= 672/0 -5 -8 Max Horz2= 117(LC 4) Max Uplift2=- 185(LC 5), 4— 185(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/76,2-3=-603/95,3-4=-603/95,4-5=0/76 BOT CHORD 2-6=0/395,4-6=0/395 WEBS 3 -6 =0/207 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL =4.8psf; BCDL= 4.8psf; Category Il; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Gable studs spaced at 2 -0 -0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 2 and 185 It, uplift at joint 4. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard AL Job Truss ssType Qty Ply RHAWK- 10 -PL 2559 C1 MOD.QUEEN 5 1 Job Reference o tional Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:17 2008 Page 1 5 -8 -1 10 -9 -3 16 -0 -0 1 21 -2 -13 26 -3 -15 32 -0 -0 33 -6 -0 5 -8 -1 5 -1 -2 5 -2 -13 5 -2 -13 5 -1 -2 5 -8 -1 1 -6 -0 seas =ls2. 44 = 5 5.00 12 3x4 1 3x4 3x4 s 4 6 3x4 3 7 2.41 2 W 2x4 W2 b W2 3 6 4 1 9 10 5x6 = 13 12 11 3x4 = 5x9 = 3x4 = 5x6 - 8 -3 -1 16 -0 -0 23 -8 -15 32 -0 -0 8-3-1 7 -8 -15 7 -8 -15 8 -3 -1 Plate Offsets X 1:0 -1 -9 0 0 -12 7:0 0 -0 0 -0 -0 9:0 -1 -9 0 -0 -12 [12D-4-0,0-3-0 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCDL 8.0 Plates Increase 1.15 TC 0.44 Vert(LL) -0.2311-12 >999 240 MT20 185/141 BCLL 0.0 Lumber Increase 1.15 Rep Stress Incr YES BC 0.66 WB 0.81 Vert(TL) -0.4311-12 >871 180 Horz(TL) 0.15 9 BCDL 8.0 Code IRC2006/TPI2002 (Matrix) n/a n/a Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3 -4-13 oc purlins; BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9 -3 -8 oc bracing. WEBS 2X4HFStud REACTIONS (lb /size) 1= 1604/0 -5 -8, 9= 1767/0 -5 -8 Max Horz 1 =- 118(LC 6) Max Upliftl=- 294(LC 5), 9=- 385(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 3360/625, 2 -3 =- 3025/551, 3 -4=- 2910/561, 4 -5 =- 2152/422, 5 -6 =- 2152/427, 6 -7 =- 2881/538, 7 -8 =- 2996/528, 8 -9 =- 3340/596, 9 -10 =0/46 BOT CHORD 1- 13 584 /3004,12 - 13 =- 405/2488,11 -12 =- 303/2478,9 -11 =- 448/2962 WEBS 2 -13 =- 410/197, 4 -13 =- 65/477, 4 -12 =- 806/259, 5 -12 =- 179/1126, 6 -12 =- 792/250, 6-11 =- 47/447, 8 -11 =- 388/183 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint 1 and 385 lb uplift at joint 9. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard F Ask Job Truss sType Qty Ply 1 7RHAWK-10-PLEX 2559 C2 MOD. QUEEN 12 1 ference (optional Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:18 2008 Page 1 5 -9 -3 10 -9 -3 16 -0 -0 1 21 -2 -13 26 -2 -13 32 -0- 33-6-0 5 -9 -3 5 -0 -0 5 -2 -13 5 -2 -13 5 -0 -0 5 -9 -3 1 -6 -0 Scale -1:52. 4x6 = 5 5.00 F1 2 3.41 3x4 1 3.4 4 6 3x4 3 7 2wi 1 2.4 i 2 W W2 W2 3 S 4 1 9 10 4x3 13 12 11 3x4 3 4� _ x4 = 8 -3 -14 16 -0 -0 23 -8 -2 32 -0 -0 8 -3 -14 7 -8 -2 7 -8 -2 8 -3 -14 Plate Offsets X 1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /dell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.24 11 -12 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.44 11 -12 >851 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.15 9 n/a n/a BCDL 8.0 Code IRC2006ITP12002 (Matrix) Weight: 120 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-4 -1 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9 -2 -9 oc bracing. WEBS 2 X 4 HF Stud REACTIONS (lb /size) 1=1604/0-5-8,9=1767/0-5-8 Max Horz 1=- 121(LC 6) Max Upliftl=- 294(LC 5), 9=- 385(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 3417/635, 2 -3 =- 3067/551, 3 -4 =- 2955/568, 4-5 =- 2169/424, 5 -6 =- 2169/429, 6 -7 =- 2926/544, 7 -8 =- 3038/534, 8 -9 =- 3397/605, 9 -10 =0/50 BOT CHORD 1 -1 3 = 593 / 3069,12 - 13 =- 409 /2519,11 -12 =- 306/2508,9 -11 =- 455/3026 WEBS 2 -13 =- 437/202, 4-13 =- 69/497, 412 =- 818/260, 5 -12 =- 180/1136, 6 -12 =- 804/251, 6 -11 =- 50/466, 8 -11 =- 414/187 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL =4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint 1 and 385 lb uplift at joint 9. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TPI 1. LOAD CASE(S) Standard Alk Ank Job Truss Ty pe Qty .Ply RHAWK- 10 -PLEX 2559 C3 7ss D.QUEEN 8 1 Job Reference (optional Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:19 2008 Page 1 -1 -6 -0 5 -9 -3 10 -9 -3 16 -0 -0 21 -2 -13 26 -2 -13 32 -0 -0 33 -6-0 1 -6 -0 5 -9 -3 5 -0 -0 5 -2 -13 5 -2 -13 5 -0 -0 5 -9 -3 1 -6 -0 Scale _ 155.1 4x5 — 5.00 12 6 3x4 1 3x4 3z 5 7 3.41 4 0 2x41 2" i 3 W W2 W2 3 9 4 2 10 �1 11 4� = 14 13 12 _ 3x4 = 5A = 3 4>0 x6 = 8 -3 -14 1 16 -0 -0 23 -8 -2 32 -0 -0 8 -3 -14 7 -8 -2 7 -8 -2 8 -3 -14 Plate Offsets X 2:0- 0- 100 -0 -2 [10:0-0-10 [13:0-4-0,0-3-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 TCDL 8.0 Plates Increase 1.15 Lumber Increase 1.15 TC 0.39 BC 0.59 Vert(LL) -0.24 13 >999 240 MT20 185/144 BCLL 0.0 Rep Stress Incr YES WB 0.80 Vert(TL) -0.44 13 -14 >862 180 Horz(TL) 0.15 10 n/a Na BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 122 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3 -5 -10 oc purlins� BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 9 -7 -1 oc bracing. WEBS 2 X 4 HF Stud REACTIONS (lb /size) 2= 1762/0 -5 -8, 10= 1762/0 -5 -8 Max Horz 2= 107(LC 5) Max Uplift2=- 384(LC 5), 10=- 384(LC 6) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/50, 2 -3 =3386/602, 3-4=- 3027/532, 4-5 =- 2915/541, 5 -6 =- 2158/422, 6 -7 =- 2158/422, 7 -8 =- 2915/542, 8 -9 =- 3027/532, 9 -10 =- 3386/603, 10- 11 =0 /50 BOT CHORD 2 -14 = 5 59/3016,13 - 14 =- 395/2498,12 -13 =- 300/2498,10 -12 =- 453/3016 WEBS 3 - 14=- 414/187,5 -14 =- 50/466,5 -13 =- 804/251,6 -13= 176/1129,7 -13 =- 804/251,7 -12 =- 50/466,9 -12 =- 414/188 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category Il; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 2 and 384 lb uplift at joint 10. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard F Awk Job Truss aType Qty Ply RHAWK- IO -PLEX 2559 C4 MOD.QUEEN 12 1 _ Job Reference (optional Summit Truss, St Anthony, ID, Mark Mangum _ 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:20 2008 Page 1 5 -9 -3 10 -9 -3 16 -0 -0 21 -2 -13 26 -2 -13 32 -0 -0 5 -9 -3 5 -0 -0 5 -2 -13 5 -2 -13 5 -0 -0 5 -9 -3 Scale -1:50. 4x6 = i 5 5.00 F1 2 , 3.41 3x4'.. 3x41 4 6 3x4 1 3 7 2 W W2 2x4 1 i W2 3 8 4 il 1 d 8 5x5 = 12 11 10 3x4 — 5x8 = 5 $ _ 3x6 = l 8 -3 -14 16 -0 -0 23 -8 -2 32 -0 -0'. 8 -3 -14 7 -8 -2 7 -8 -2 8 -3 -14' Plate Offsets X 1 [111:0-4-0,0-3-0 LOADING (psf) TCLL 35.0 SPACING 2 -0-0 Plates Increase 1.15 CSI TC 0.46 DEFL in (loc) Udell Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.68 Vert(LL) -0.24 11 >999 240 Vert(TL) -0.44 11 -12 >861 180 MT20 185/144 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.16 9 Na n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 118 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3 -4 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9 -1 -1 oc bracing. WEBS 2X4HFStud REACTIONS (lb/size) 1=1609/0-5-8,9=1609/0-5-8 Max Horz 1 =85(LC 5) Max Upliftl =- 295(LC 5), 9=- 295(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 3428/637,2 -3 =- 3078/553,3 -4 =- 2966/570,4 -5 =- 2179/430,5 -6 =- 2179/430,6 -7 =- 2966/570,7 -8 =- 3078/553,8 -9 =- 3428/637 BOT CHORD 1 -12 =- 609/3079,11 -12 =- 425/2529,10 -11 =- 340/2529,9 -10 =- 525/3079 WEBS 2 -12 =- 437/202, 4-12 =- 69/497, 4 -11 =- 818/260, 5 -11 =- 181/1142, 6 -11 =- 818/261, 6 -10 =- 70/497, 8 -10 =- 437/202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 1 and 295 lb uplift at joint 9. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Aek r Job uss s Type Qty Ply RHAW K- 10 -PLEX 71r, 2559 7MO�. QUEEN - g 1 Job Reference (optional Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:21 2008 Page 1 5 -8 -1 10 -9 -3 16 -0 -0 21 -2 -13 26 -3 -15 32 -0 -0 5 -8 -1 5 -1 -2 5 -2 -13 5 -2 -13 5 -1 -2 5 -8 -1 sc .le = 1 Zo. 4a = 5 5.00F1 3x4 3x4 1 3x4 1 4 6 3x4 1 3 7 2.4 Q 2 W W2 / W2 3 g 4 1 9 I. 5x6 - 12 11 16 3x4 = 5x8 = 3 54 _ x4 = 8 -3 -1 1 16 -0 -0 23 -8 -15 32 -0 -0 8-3-1 7 -8-15 7 -8 -15 8-3 -1 Plate Offsets X [1:0-1-5.0-0-1 9:0 -1 -5 0 -0 -12 11:0 -4 0 0 -3 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.44 Vert(LL) -0.23 11 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.43 10 -11 >883 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.15 9 n/a n/a BCDL 8.0 Code IRC2006lTP12002 (Matrix) Weight: 119 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3 -4-12 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-2 -3 oc bracing. WEBS 2X4HFStud REACTIONS (lb/size) 1=1609/0-5-8,9=1609/0-5-8 Max Horz 1 =86(LC 5) Max Upliftl=- 295(LC 5), 9=- 295(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 3371/627,2 -3 =- 3036/553,3 -4=- 2921/563,4 -5 =- 2162/429,5 -6 =- 2162/429,6 -7 =- 2921/563,7 -8 =- 3036/554,8 -9- 3371/627 BOT CHORD 1- 12 598 /30 1 4,11 - 12 =- 420/2498,10 -11 =- 334/2498,9 -10 =- 513/3014 WEBS 2 -12 =- 410/197, 4 -12 =- 65/477, 4-11 =- 806/259, 5-11 =- 181/1132, 6 -11 =- 806/259, 6 -10 =- 66/477, 8 -10 =- 410/197 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 1 and 295 lb uplift at joint 9. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TRP1 1. LOAD CASE(S) Standard r Job Truss sType Qty Ply RHAWK- IO -PLEX 2559 C MOD. QUEEN 18 1 - _ Job Reference (optional Summit Truss, St Anthony, ID, Mark Mangum. 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:22 2008 Page 1 1 -6 -0 5 -8 -1 10 -9 -3 16 -0 -0 21 -2 -13 26 -3 -15 32 -0 -0 33 -6 -0 1 -6 -0 5 -8 -1 5 -1 -2 5 -2 -13 5 -2 -13 5 -1 -2 5 -8.1 1 -6 -0 Scale. 1:55.1 4x6 = 5.o0 12 6 3.41 3x4 34% 5 7 3.41 4 e 2xd O 24/1 3 W W2 W2 3 9 4 2 10 �1 11 5x6 = 14 13 12 3" = 5x8 = 5x6 = 3x4 = 8 -3 -1 16 -0 -0 23 -8 -15 32 -0 -0 8 -3 -1 7 -8 -15 7 -8 -15 8 -3 -1 Plate Offsets X [2:0-1-9,0-0-121 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.23 13 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.43 13 -14 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.15 10 n/a n/a BCDL 8.0 Code IRC2006/TP12002 (Matrix) Weight: 123 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3 -6-5 oc purlins BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9 -7 -15 oc bracing. WEBS 2X4HFStud REACTIONS (lb /size) 2= 176210 -5 -8, 10= 176210 -5 -8 Max Horz 2=- 105(LC 6) Max Uplift2=- 384(LC 5), 10=- 384(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/46, 2 -3 =- 3329/593, 3-4=- 2985/526, 4-5 =- 2870/536, 5 -6 =- 2141/420, 6 -7 =- 2141/420, 7 -8 =- 2870/536, 8 -9 =- 2985/526, 9 -10 =- 3329/594, 10-11 =0/46 BOT CHORD 2 -14 = 551 / 2 95 2 ,13 - 14 =- 392/2468,12 -13 =- 297/2468,10 -12 =- 446/2952 WEBS 3 -14=- 388/183, 5 -14 =- 46/447, 5 -13 =- 792/250, 6 -13 =- 176/1119, 7 -13 =- 792/250, 7 -12 =- 46/447, 9 -12 =- 388/183 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL= 1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 2 and 384 lb uplift at joint 10. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Alk Adk Job Truss Type 04 Ply ERHAWK- 10 -PLEX 2559 F CG1 GABLE 8 1 Summit Truss, St Anthony, ID, Mark Mangum Job Reference o tional 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:23 2008 Page 1 16-0-0 32 -0 -0 33 -6 -0 16 -0 -0 16 -0 -0 1 -6 -0 scwe.152. 4.4 = s 5.00 12 6 10 ] 11 3x4 i 6 12 3xd 5 13 d 14 T 3 15 T T 2 T 16 T T T T 1 1] d ,6 I 3.41 54 = 3xd a 32 -0 -0 32 -0 -0 Plate Offsets X 1:0-2-15 25:0 -3 -0 0 -3 -0 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.19 DEFL in (loc) Well Ud PLATES ­ GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.11 Vert(LL) -0.01 18 n/r 180 Vert(TL) -0.00 18 n/r 80 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006/TP12002 WB 0.15 (Matrix) Horz(TL) 0.01 17 n/a n/a Weight: 135 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins'. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 1 =173/32 -0 -0, 17= 341/32 -0 -0, 25= 192/32 -0 -0, 26= 204/32 -0 -0, 27= 205/32 -0 -0, 28= 199/32 -0 -0, 29= 226/32 -0 -0, 30= 113/32 -0 -0, 31= 417/32 -0 -0, 24 =204/32 -0 -0, 23= 205/32 -0 -0, 22 = 201 -0 -0 , 2 1= 219/32 -0 -0,20= 141/32 -0 -0,19= 359/32 -0-0 Max Horz 1=- 121(LC 6) Max Upliftl = -25(LC 6), 17 =- 113(LC 6), 26= -53(LC 5), 27= -62(LC 5), 28= -57(LC 5), 29= -66(LC 5), 30= -33(LC 5), 31=- 122(LC 5), 24 = -51(LC 6), 23= -63(LC 6), 22 = -59(LC 6), 21= -61(LC 6), 20= -52(LC 6), 19= -83(LC 6) Max Gravl= 173(LC 1), 17= 341(LC 1), 25= 192(LC 1), 26= 211(LC 9), 27= 205(LC 1), 28= 199(LC 9), 29= 226(LC 1), 30= 113(LC 9), 31 =417(LC 9), 24 =211(LC 10), 23= 205(LC 1), 22 =201(LC 10), 21 =219(LC 1), 20= 141(LC 10), 19= 359(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= - 107/62,2-3=-68/77,3-4=-45/97,4-5=-50/118, 5-6=-5/125,6-7=-49/150, 7 10- 11= 49/161, 11 -12 =- 49/122, 12- 13=- 16/85, 13- 14=- 50/78, 14- 15=- 46/50, 15- 16=- 64/29, 16- 17=- 85/56, 17 -18 =0/49 BOT CHORD 1 -31 =0/119, 30-31= 0/119, 29- 30= 0/119, 28 -29 =0/119, 27 -28= 0/119, 26- 27= 0/119, 25 -26= 0/119, 24- 25= 0/119, 23 -24= 0/119, 22- 23= 0/119, 21- 22= 0/119, 20 -21 =0/119, 19-20 =0/119,17 -19 =0/119 WEBS 9 -25=- 160/0, 8-26 =- 179/72, 7 -27 =- 173/81, 6 -28 =- 169%77, 4 -29 =- 186/84, 3 -30 =- 112/54, 2- 31= - 319/140,10-24=-179/70,11-23=-173182, 12-22 = -170 / 7-7 ,14 - 21=-183/82,15-20=-125/63,16-19=-292/122 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0 -0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1, 113 lb uplift at joint 17, 53 lb uplift at joint 26, 62 lb uplift at joint 27, 57 lb uplift at joint 28, 66 lb uplift at joint 29, 33 lb uplift at joint 30, 122 lb uplift at joint 31, 51 lb uplift at joint 24, 63 lb uplift at joint 23, 59 lb uplift at joint 22, 61 lb uplift at joint 21, 52 lb uplift at joint 20 and 83 lb uplift at joint 19. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Akh Job Truss ssType RHAWK- 10 -PLEX 2559 CG2 GABLE Fy T7 Summit Truss, St Anthony, ID, Mark Mangum - Job Reference (optional 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17.13:59:24 2008 Page 1 16 -0 -0 32 -0 -0 16 -0 -0 16-0-0 Sme -1W 4.= 9 5.00 12 g 10 7 11 314 6 12 3,4 5 13 4 14 T T 3 15 T T 2 T 16 T T T yI 1] o � 3wM1 5x6 = 3H1 32 -0 -0 32 -0 -0 Plate Offsets X 1:G-2-15,0-1 17:0 -2 -15 0 -1 -8 24:0 -3 -0 0 -3 -0 LOADING (psf) TCLL 35.0 SPACING 2 -0-0 Plates Increase 1.15 CSI TC 0.19 DEFL in (loc) I /defl Ud PLATES GRIP 1 TCDL 8.0 Lumber Increase 1.15 BC 0.11 Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 MT20 185/141 BOLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006(TP12002 WB 0.15 (Matrix) Horz(TL) 0.00 17 n/a n/a Weight: 133 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins.', BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 1= 173/32 -0 -0, 17= 173/32 -0 -0, 24= 192/32 -0 -0, 25= 204/32 -0-0, 26= 205/32 -0 -0, 27= 199/32 -0 -0, 28= 226/32 -0-0, 29= 113/32 -0 -0, 30= 417/32 -0 -0, 23= 204/32 -0 -0, 22= 205/32 -0 -0, 21 = 199 / 32-0-0 ,20=226/32-0-0,19=113/32-0-0,18=417/32-0-0 Max Horz 1= -85(LC 6) Max Uplift1 = -19(LC 6), 17 = -7(LC 6), 25= -53(LC 5), 26= -62(LC 5), 27= -58(LC 5), 28= -66(LC 5), 29= -33(LC 5), 30=- 123(LC 5), 23= -52(LC 6), 22= -63(LC 6), 21= -57(LC 6), 20= -66(LC 6), 19= - 33(LC 6), 18=- 122(LC 6) Max Gravl= 173(LC 1), 17= 173(LC 1), 24 =192(LC 1), 25-211 LC 9), 26= 205(LC 1), 27= 199(LC 9), 28= 226(LC 1), 29= 113(LC 9), 30= 417(LC 9), 23= 211(LC 10), 22= 205(LC 1), 21= 199(LC 10), 20= 226(LC 1), 19= 113(LC 10), 18= 417(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 113/62, 2 -3 =68161, 3 -4 =- 45/82, 4-5=-50/102,5-6=-5/109, 6 -7 =- 49/135, 7-8=-50/162,8-9=-49/184,9-10=-49/180, 10 -11_ 50/145, 11 -12 =- 49/106, 12- 13= -5(71, 13 -14 =- 50/65, 14 -15 =- 45/44, 15 -16 =- 68/23, 16 -17= -79/62 BOT CHORD 1 -30 =0/98, 29 -30 =0/98, 28 -29 =0/98, 27 -28 =0/98, 26 -27 =0/98, 25 -26 =0/98, 24-25 =0/98, 23-24 =0/98, 22 -23 21- 22= =0/98, 0/98, 20-21 =0/98, 19 WEBS 9 -24 =- 159/0, 8 -25 =- 179/73, 7 -26 =- 173181, 6 -27 =- 169/77, 4-28 =- 186/84, 3-29=-1 12/54, 2 12- 21 169 - 20 = 186/84,15 -19 =- 112/54,16 -18 =- 319/140 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0 -0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1, 7 l uplift at joint 17, 53 lb uplift at joint 25, 62 lb uplift at joint 26, 58 lb uplift at joint 27, 66 lb uplift at joint 28, 33 lb uplift at joint 29, 123 lb uplift at joint 30, 52 lb uplift at joint 23, 63 Ito uplift at joint 22, 57 lb uplift at joint 21, 66 lb uplift at joint 20, 33 lb uplift at 19 122 lb joint and uplift at joint 18. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1h >r - - - Job ss Type Qty IO -PLEX Truss rly 2559 G BLE 2 GA 1 Summit Truss, St Anthony, ID, Mark Mangum Job Reference o tional 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:25 2008 Page 1 -1 -6 -0 16 -0 -0 32 -0 -0 33 -6 -0 1 -6 -0 16 -0 -0 16-0-0 1 -6 -0 - 414 = 5.80 F1 2 10 y „ 8 12 3x6 4 7 13 39 6 14 5 T 15 T 4 T 16 T 3 T T 17 T T T T 2 18 1 3x4 = 19 d 5x8 = 3x6 = 32 -0 -0 32 -0 -0 Plate Offsets X 26:0-3-0,0-3- LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.19 DEFL in (loc) I /defl Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.08 Vert(LL) -0.01 19 n/r 180 Vert(TL) -0.00 19 n/r 80 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Cade IRC2006TPI2002 WB 0.15 (Matrix) Horz(TL) 0.01 18 n/a n/a Weight: 138 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins.' BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 2= 342/32 -0 -0, 18= 342/32 -0 -0, 26= 192/32 -0 -0, 27= 204/32 -0 -0, 28= 205/32 -0 -0, 29= 201/32 -0-0, 30= 219/32 -0 -0, 31= 141/32 -0 -0, 32= 359/32 -0 -0, 25= 204/32 -0 -0, 24= 205/32 -0 -0, 23 = 201 / -0 -0 219/32 -0 -0,21= 141/32 -0 -0,20= 359/32 -0-0 Max Horz 2=- 105(LC 6) - Max Uplift2= -92(LC 5), 18=- 111(LC 6), 27= -53(LC 5), 28= -62(LC 5), 29= -59(LC 5), 30= -61(LC 5), 31= -51(LC 5), 32= -87(LC 5), 25= -51(LC 6), 24= -63(LC 6), 23= -58(LC 6), 22= -61(LC 6), 21= -51(LC 6), 20= -86(LC 6) Max Grav2= 342(LC 1), 18= 342(LC 1), 26= 192(LC 1), 27= 211(LC 9), 28= 205(LC 1), 29=201 (LC 9), 30= 219(LC 1), 31= 141(LC 9), 32= 359(LC 9), 25= 211(LC 10), 24= 205(LiC 1), 23=201 (LC 10), 22= 219(LC 1), 21= 141(LC 10), 20= 359(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/45, 2 -3 =- 105/58, 3-4 =- 64176, 4 -5 =- 46/97, 5 -6 =- 50/118, 6 -7 =- 16/124, 7-8-49/150,8-9=-49/178, 9-10 =- 49/200, 10-11=-49/195,11-12=-49/161, 12-13=-49/122,13-14=-16/85,14-15=-50/78,15-16=-46151, 16-17=-64/29,17-18=-87/58,18-19=0/45 BOT CHORD 2 -32= 0/118, 31- 32= 0/118, 30- 31= 0/118, 29- 30= 0/118, 28-29 -0/118, 27- 28= 0/118, 26- 27= 0/118, 25- 26= 0/118, 24- 25= 0/118, 23- 24= 0/118, 22 -2 3 =0/ 118,21 -22= 0/118,20 -21= 0/118,18 -20 =0/118 WEBS 10 7 -29 =- 170/77, 5 -30 =- 183182, 4 -31 =- 125/62, 3 -32 =- 292/125, 11- 25=- 179/70, 12 -24 =- 173/82, 13-23 = -170 / 7-7 ,15 - 22= - 183/82,16-21=-125/62,17-20=-2921124 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft TCDL= 4.8psf; BCDL= 4.8psf; Category ll; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0 -0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 2, 111 lb uplift at joint 18, 53 lb uplift at joint 27, 62 lb uplift at joint 28, 591b uplift at joint 29, 61 lb uplift at joint 30, 51 lb uplift at joint 31, 87 lb uplift at joint 32, 51 lb uplift at joint 25, 63 lb uplift at joint 24, 58 lb uplift at joint 23, 61 lb uplift at joint 22, 51 lb uplift at joint 21 and 86 lb uplift at joint 20. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Ak AL Job Truss sType Qty Pty RHAWK- 10 -PLEX 2559 D KINGPOST 1 1 Job Reference (optional Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:26 2008 Page 1 f -1 -6 -0 3 -3 -8 6 -7-0 8 -1-0 1 -6 -0 3 -3 -8 3 -3 -8 1 -6 -0 4x4 3 I W1 8.00 12 T1 T1 4 2 a, 6 5 1 2x4 = 2.4 = 3 -3 -8 6 -7 -0 3 -3 -8 3 -3 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 35.0 TCDL 8.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.00 2 -6 >999 240 MT20 185/144 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 2 -6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 HF Stud REACTIONS (lb /size) 2= 468/0 -5 -8, 4= 468/0 -5 -8 Max Horz 2= -75(LC 3) Max Uplift2=- 154(LC 5), 4=- 154(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/76, 2- 3=- 299/19, 3-4 =- 299/19, 4-5 =0176 BOT CHORD 2-6=0/157,4-6=0/157 WEBS 3 -6 =0/135 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25fh TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 2 and 154 lb uplift at joint 4. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard l 2559 IDG (GABLE 1 1 Summit Truss, St Anthony, ID, Mark Mangum Job Reference (optional) 7.030 s Jan 3 2008 M,Tek Industries, Inc. Thu Ju1,17 13:59:26 2008 Page 1 -1 -6 -0 3 -3 -8 6 -7 -0 8 -1 -0 1 -6 -0 3 -3 -8 3 -3 -8 1 -6 -0 1� 1 J - - 6 -7 -0 3 -3 -8 3 -3 -8 rBCLL G (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP 35.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.00 2 -6 >999 240 MT20 185/144 8.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 2 -6 >999 180 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 rVa n/a 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 251b R BRACING BOB CHORD 2 X 4 SPF 16500E 1.5E TOP CHORD 2 X 4 SPF 165F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. WEBS 2 X 4 HF Stud BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 2 =468/0 -5-8, 4= 468/0 -5 -8 Max Horz 2= -75(LC 3) Max Uplift2=- 154(LC 5), 4=- 154(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2 =0/76,2-3=-299/19,3-4=-299/19,4-5=0/76 BOT CHORD 2-6--0/157,4-6=0/157 WEBS 3 -6 =0/135 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 5) Gable studs spaced at 2 -0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ib uplift at joint 2 and 154 lb uplift at joint 4. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 4.4 = Scale =1.1 3 Job Truss ss Type Qty Ply RHAWK- 10 -PLEX 2559 El HOW E 1 1 Summit : Truss, S[ Anthony, ID, Mark Mangum Job Reference o tional 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:27 2008 Page 1 4-0-2 7 -6 -0 10 -11 -14 15 -0 -0 4 -0 -2 3 -5 -14 3 -5 -14 1 4 -0 -2 exe . ScWa =12T 3 800 5 2 5x8 i 5x8 Q W1 4 2 1 W3 W2 W2 W3 W1 I 1 5 B1 12x20 i f� 8 12x20 4811 8 6 8x12 II 4x8 II 4 -0 -2 7 -6 -0 1 10 -11 -14 15 -0 -0 4-0-2 3 -5 -14 3 -5 -14 4 -0 -2 Plate Offsets X 1:0 -3 -11 Ed a 3:Ed a 0 -3 -8 5:0 -3 -11 Ed a 6:0- 6- 40-2 -0 1, [7:0-8-0 [8:0-6-4 LOADING (psf) SPACING 1 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.73 Vert(LL) - 0.14 7 -8 >999 240 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.84 VerI TL) -0.24 7 -8 >741 180 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.04 5 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) I Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2 -1 -13 oc purlins. BOT CHORD 2 X 10 DF SS BOT CHORD Rigid ceiling directly applied or 9 -4 -14 oc bracing. WEBS 2 X 4 HF Stud *Except* W1 2 X 4 SPF 1650F 1.5E WEDGE Leff: 1.5 X 11.875 BCLVL Versa- Lam24F, Right: 1.5 X 11.875 BCLVL Versa- Lam24F REACTIONS (lb/size) 1= 5933/0 -6 -5 (input: 0 -5 -8), 5= 5933/0 -6 -5 (input: 0 -5 -8) Max Horz 1= -82(LC 3) Max Upliftl=- 1346(LC 5), 5=- 1346(LC 6) FORCES (lb) = Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 6944/1571,2 -3- 5225/1214,3 -4 =- 5225/1214,4 -5 =- 6944/1572 BOT CHORD 1 -8- 1247/5489, 7- 8= -1 247/5489,6-7=-1222/5489,5-6=-1222/5489 WEBS 2 -8 =- 479/2143,3 -7 =- 1283/5563,4 -6 =- 480/2143,2 -7 =- 1516/384,4 -7 =- 1516/385 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft TCDL= 4.8psf; BCDL= 4.8psf; Category ll; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) WARNING: Required bearing size at joint(s) 1, 5 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1346 lb uplift at joint 1 and 1346 lb uplift at joint 5. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Girder carries tie -in span(s): 32 -0 -0 from 0 -0 -0 to 15 -0 -0 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1-5=-773(F=-765),1-3=-43, 3 -5 = -43 r Job Truss ssType Oty Ply E RHAWK- IO -PLEX 2559 E OUEENPOST 1 1 R Summit Truss, St Anthony, ID, Mark Mangum Job eference (optional - 7.030 s Jan 3 2008 MITek Industries, Inc. Thu Jul 17 13:59:27 2008 Page i -1 -6-0 3 -7 -13 7 -6 -0 11-4-3 15-0-0 16-6-0 _ 1-6-0 3-7-13 3 -10 -3 3 -10 -3 3 -7 -13 1 -6 -0 Scale = 1:28. 5 1.4 8 00 12 2x4 i W1 4 6 1 8 W2 W 7 1 2 e IIIr 4x4 i 9 l 10 4.4, 55 II 8x8 5411 7 -6 -0 15 -0 -0 7 -6 -0 7 -6 -0 Plate Offsets X 2:0 -2 -8 0 0 -1 8:0 -4 -1 0 -0 -1 LOADING (psf) TCLL 35.0 SPACING 2 -0-0 Plates Increase 1.15 CSI TC DEFL in (loc) I/defl Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 0.23 BC 0.30 Vert(LL) -0.04 2 -10 >999 240 Vert(TL) -0.10 2 -10 >999 180 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006fTP12002 WB 0.13 (Matrix) Horz(TL) 0.02 8 n/a n/a Weight: 67 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2X4HFStud SLIDER Left 2 X 6 SPF No.2 2 -2 -4, Right 2 X 6 SPF No.2 2 -2 -4 REACTIONS (lb/size) 2 =901/0 -5 -8, 8= 901/0 -5 -8 Max Horz 2= 174(LC 4) Max Uplift2=- 212(LC 5), 8=- 212(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3= 991/163, 3 -4 =- 892/179, 4-5 =- 736/167, 5 -6 =- 736/167, 6 -7 =- 892/180, 7 -8 =- 991/163, 8 -9 =0/49 BOT CHORD 2-10=-116/701,8-10=-65/701 WEBS 4- 10=- 233/139, 5-10 =- 50/333, 6 -10 =- 233/139 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 2 and 212 lb uplift at joint 8. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Ak Job Truss sType Qty Ply RHAWK- IO -PLEX 2559 EG GABLE 1 1 Summit T Job Reference (optional russ, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:28 2008 Page 1 - 1 -6 -00 - 7 -6 -0 -- 15 -0 -0 16-6-0 1-6-0 7 -6 -0 7 -6 -0 1 -6 -0 - scale -128. 44 = 6 7 5 6.00 12 ST4 4 8 5T3 ST3 4x6 i 4� 3 ST2 ST2 9 T1 M ST r 1 2 10 Li 1 1 11 3A II 3x6 II 15 -0 -0 15 -0 -0 Plate Offsets X 2:Ed e 0 0 -0 10:Ed e 0 -40 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.20 DEFL in (loc) I /defl Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.05 Vert(LL) -0.02 11 n/r 180 Vert(TL) -0.02 11 n/r 80 MT20 185/144 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 10 n/a n/a BCDL 8.0 Code IRC2006lTP12002 (Matrix) Weight: 70 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 cc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 cc bracing. OTHERS 2 X 4 HF Stud SLIDER Left 2 X 4 SPF 1650F 1.5E 1 -8 -6, Right 2 X 4 SPF 165OF 1.5E 1 -8 -6 REACTIONS (lb/size) 2 =300/15 -0 -0, 10= 300/15 -0 -0, 15= 165/15 -0 -0, 16= 200/15 -0 -0, 17= 214/15 -0 -0, 18= 104/15 -0 -0, 14= 200/15 -0 -0, 13= 214/15 -0 -0, 12= 104/15 -0 -0 Max Horz 2= 174(LC 4) Max Uplift2= -86(LC 3), 10= -77(LC 6), 16= -76(LC 5), 17 -90(LC 5), 18= -67(LC 4), 14= -74(LC 6), 13= -90(LC 6), 12= -52(LC 3) Max Grav2= 300(LC 1), 10= 300(LC 1), 15= 165(LC 1), 16= 209(LC 9), 17= 214(LC 1), 18= 108(LC 9), 14= 209(LC 10), 13= 214(LC 1), 12= 108(LC 10) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 163/125, 3 -4 =- 100/98, 4-5 =- 86/99, 5 -6 =- 84/139, 6 -7 =- 84/131, 7 -8 =- 86/68, 8-9 =- 83/37, 9 -10 =- 116/55, 10 -11 =0/49 BOT CHORD 2 -18 =- 24/128, 17- 18=- 24/128, 16- 17=- 24/128, 15- 16=- 24/128, 14- 15=- 24/128, 13- 14=- 24/128, 12 -13 =- 24/128, 10- 12 =- 24/128 WEBS 6- 15=- 132 /0, 5-16 =- 178/96, 4-17 =- 178/107, 3-18-100/86, 7- 14=- 178/94, 8- 13=- 178/108, 9- 12=- 100/78 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0 -0 cc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 2, 77 lb uplift at joint 10, 76 lb uplift at joint 16, 90 lb uplift at joint 17, 67 lb uplift at joint 18, 74 lb uplift at joint 14, 90 lb uplift at joint 13 and 52 lb uplift at joint 12. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard r Job Truss ssType Qty Ply 7ERHAWK-10-PLEX 2559 V1 GABLE 4 1 Summit Truss, St Anthony, ID, Mark Mangum ference (optional - 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:29 2008 Page 1 9 -11 -6 19 -10 -12 9 -11 -6 9 -11 -6 4x4= s 4 6 800 ,2 3 7 ST4 T 1 ST3 8 3 2 8 ST2 STY ST1 ST1 9 9 b y b 4.4 i 58= axa 19 -10 -12 19 -10 -12 Plate Offsets X [113:0-3-0 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.14 DEFL in (loc) I /deft L/d PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.09 Vert(LL) n/a n/a 999 Vert(TL) n/a - n/a 999 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006/TP12002 WB 0.11 (Matrix) Horz(TL) 0.00 9 n/a n/a Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 1 =164/19- 10 -12, 9= 164/19- 10-12, 13 = 163 / 19-10-12 , 14 =218/19-10-12,15=143/19-10-12,16=363/19-10-12, 12= 218/19- 10-12, 11 Max Horz 1=- 199(LC 3) =143/19- 10 -12, 10= 363/19 -10 -12 Max Upliftl= -29(LC 3), 14 = -81(LC 5), 15= -61(LC 5), 16=- 145(LC 5), 12= -79(LC 6), l l= -61(LC 6), 10=- 145(LC 6) Max Gravl= 164(LC 1), 9= 164(LC 1), 13= 163(LC 1), 14= 226(LC 9), 15= 143(LC 1), 16= 363(LC 9), 12= 226(LC 10), 11= 143(LC 1), 10= 363(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 164/121, 2 -3 =- 97/104, 3-4 =- 76/113, 4 -5 =- 80/154, 5-6 =- 80/146, 6 -7 =- 76/84, 7 -8 =- 97/43, 8 -9 =- 110/70 BOT CHORD 1- 16=- 38/117, 15- 16=- 38/117, 14 -15 =- 38/117, 13- 14=- 38/117, 12 -13 =- 38/117, 11- 12=- 38/117, 10- 11=- 38/117, 9 -10 =- 38/117 WEBS 5-13 =- 134/0, 4-14 =- 187/99, 3-1 5= - 134/84,2-16=-278/157,6-12=-187/97, 7- 11=- 134/85, 8 -10 =- 278/156 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1, 81 lb uplift at joint 14, 61 Ito uplift at joint 15, 145 to uplift at joint 16, 79 lb uplift at joint 12, 61 lb uplift at joint 11 and 145 lb uplift at joint 10. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Ak Job Truss ssType Qry Ply ERHAWK- 10 -PLEX 2559 V2 GABLE 4 1 Summit Truss, St Anthony, ID, Mark Mangum Job Reference o tional 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:29 2008 Page 1 8-8 -6 17-4-12 8 -8 -6 8 -8 -6 44 = sale _ 1:ze. S 8.00 F12 2" 11 ST2 2 4 II 2 4 1 STi ST1 5 B1 g � Sx6 2x4 II 3z4= 2x4 II 2.411 3 � 17 -4 -12 17 -4 -12 LOADING( psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.23 DEFL in (loc) I /defl Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.13 Vert(LL) n/a n/a 999 Vert(TL) n/a - n/a 999 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006/TP12002 WB 0.16 (Matrix) Horz(TL) 0.00 5 n/a n/a Weight: 551b LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 1= 207/17 -4 -12, 5= 207/17 -412, 7= 297/17 -4-12, 9= 486/17 -4-12, 6=486/17 -4 -12 Max Horz 1=- 172(LC 3) Max Upliftl= -26(LC 6), 5= -13(LC 5), 9=- 198(LC 5), 6=- 198(LC 6) Max Grav1= 207(LC 1), 5= 207(LC 1), 7= 297(LC 1), 9= 499(LC 9), 6= 499(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 154/112, 2- 3=- 165/132, 3- 4=- 165/116, 4-5 =- 154/76 BOT CHORD 1-9=-35189,8-9=-35/89,7-8=-35/89,6-7=-35/8915-6=-35/89 WEBS 3- 7=- 253/10, 2 -9 =- 400/223, 4-6 =- 400/223 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 1, 13 lb uplift at joint 5, 198 lb uplift at joint 9 and 198 lb uplift at joint 6. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/71`1 1. LOAD CASE(S) Standard Ah Job Truss sTypeQry Ply - RHAWK- IO -PLF�C 2559 V3 GABLE 4 1 Job Reference o tional Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:30 2008 Page 1 7 -5 -6 14 -10 -12 r 7 -5 -6 7 -5 -6 4x6 - Scala _ 1:x4. S SAO 12 2x4 II ST2 2 4 11 2 T 4 1 ST1 ST1 1 5 q B1 4 4 2x4 II I 2x411 2x4 II 4x4 C 14 -10 -12 14 -10 -12 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.17 DEFL in (loc) I/defl Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.09 Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 MT20 185/144 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 1= 174/14- 10 -12, 5= 174/14- 10 -12, 7= 260/14 - 10-12, 6= 410/14 - 10-12, 8= 410/14 -10 -12 Max Horz 1= 146(LC 3) Max Upliftl= -22(LC 6), 5= -11(LC 5), 6=- 166(LC 6), 8=- 167(LC 5) Max Gravl= 174(LC 1), 5= 174(LC 1), 7= 260(LC 1), 6= 422(LC 10), 8= 422(LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 131/95, 2 -3= 142/112, 3- 4=- 142/98, 4-5 =- 131/62 BOT CHORD 1 8= 30/75, 7- 8=- 30/75, 6- 7=- 30!75, 5- 6= -30/75 WEBS 3 -7 221/9, 4-6=-339/189,2-8=-339/189 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed end vertical left Lumber DOL =1.33 plate grip DOL =1.33. ; and right exposed; 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1, 11 lb uplift at joint 5, 166 lb uplift at joint 6 and 167 lb uplift at joint 8. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Ask Job Truss ss Type Qty Ply RHAWK- 10 -PLEX 2559 V4 GABLE 4 Summit Truss, St Anthony, ID, Mark Mangum Job Reference o [ional 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:31 2008 Page 1 6 -2 -6 12 -4 -12 - 6 -2 -6 6 -2 -6 axa= Scene -121. 3 zx4 11 2xd II 5.0012 2 4 ST2 T 1 ST1 ST1 5 1 61 dxd i 2xd II 2x4 II 90 II y �� 12 -4 -12 12 -4 -12 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.15 DEFL in (loc) I /defl Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.09 Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006/TPI2002 WB 0.07 (Matrix) Horz(TL) 0.00 5 n/a n/a Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 1= 159/12 -4 -12, 5= 159/12 -412, 7= 93/12 -4 -12, 6= 381/12 -4-12, 8= 381/12 -4-12 Max Horz 1=- 120(LC 3) Max Upliftl= -19(LC 6), 5= -13(LC 6), 6-- 150(LC 6), 8=- 151(LC 5) Max Grav 1= 159(LC 1), 5= 159(LC 1), 7 =93(LC 1), 6= 381(LC 10), 8= 381(LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 100/78 2 -3= 93/92, 3-4 =- 93/86, 45 =- 100/78 BOT CHORD 1 -8 =- 23170, 7- 8=- 23!70, 6-7 =- 23170, 5-6= -23/70 WEBS 3- 7= -98/1, 4-6=-294/164,2-8=-294/164 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL =4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1, 13 lb uplift at joint 5, 150 lb uplift 6 151 lb uplift at joint 8. at joint and 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TPI 1. LOAD CASE(S) Standard r AdIL Job Qty Ply ERHAWK- 10 -PLEX �V5 2559 q 1 Summit Truss, St Anthony, ID, Mark Mangum Job Reference (optional 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:31 2008 Page 1 4 -11 -6 91012 4 -11 -6 4 -11 -6 dxd = sae- nn. 3 2xd II 2xd II 8.00 12 d 2 T ST2 1 ST1 $T1 5 1 B1 3xd i 2xd II 2x•1 II 2xd II 3x4 9 -10 -12 9 -10 -12 LOADING (psf) TCLL 35.0 SPACING 2 -0 -0 Plates Increase 1.15 CSI TC 0.08 DEFL in (loc) I /defl Ud PLATES GRIP TCDL 8.0 Lumber Increase 1.15 BC 0.05 Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 MT20 185/144 BCLL 0.0 BCDL 8.0 Rep Stress Incr YES Code IRC2006ITP12002 WB 0.05 (Matrix) Horz(TL) 0.00 5 n/a n/a Weight: 30 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural woad sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb/size) 1= 118/9- 10 -12, 5= 118/9- 10 -12, 7= 131/9- 10 -12, 8= 275/9- 10 -12, 6= 275/9 -10 -12 Max Horz 1 = -94(LC 3) Max Upliftl= -15(LC 6), 5 = -8(LC 6), 8=- 110(LC 5), 6=- 109(LC 6) Max Gravl= 118(LC 1), 5= 118(LC 1), 7= 131(LC 1), 8= 279(LC 9), 6= 279(LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 83/61, 2- 3=- 83172, 3- 4=- 83/65, 4 -5= -83/48 BOT CHORD 1 - 8- 19/50, 7 -8 =- 19/50, 6 -7 =- 19/50, 5- 6= -19/50 WEBS 3 -7 =- 117/4, 2 -8 =- 220/121, 4-6 =- 220/121 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psh Category 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 to uplift at joint 1, 8 to uplift at joint 5, 110 lb uplift at 8 109 to uplift at joint 6. joint and 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 2559 1 V (GABLE q 1 Summit Truss, St Anthony, ID, Mark Mangum Job Reference ap - 7.030 s Jan 3 2008 008 M iTek Industries, Inc. 3 -8 -6 7 -4 -12 3 -8 -6 3 -8 -6 4x4 = z scale -1:1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.20 Vert(LL) rt/a n/a 999 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 8.0 Cade IRC20061TP12002 (Matrix) Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud REACTIONS (lb /size) 1=189/7-4-12,3=189/7-4-12,4=285f7-4-12 Max Horz 1= -68(LC 3) Max Upliftl= -49(LC 5), 3= -55(LC 6), 4= -17(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-116/49,2-3=-116/40 BOT CHORD 1-4=-16/45,3-4=-16145 WEBS 2- 4=- 220/56 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 1, 55 lb uplift at joint 3 and 17 lb uplift at joint 4. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. LOAD CASE(S) Standard zx6 2x6 !I 2.4 ,1 7 -4 -12 Ah Ak Job Truss ss Type Qty Ply ERHAWK- 10 -PLEX 2559 V7 GABLE 4 1 4"4 - Job Reference (optional Summit Truss, St Anthony, ID, Mark Mangum 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Jul 17 13:59:32 2008 Page 1 2 -5 -6 2 4 -10 -12 2 -5 -6 2 -5 -6 8.00 12 T W1 3 1 B1 yv [O 2xa o 4- ID -i12 4 4 -10 -12 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.08 Vert(LL) n/a n/a 999 MT20 185/144 TCDL 8.0 Lumber Increase 1.15 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 8.0 Code IRC2006lTPI2002 (Matrix) Weight: 121b LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4 -10 -12 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2X4HFStud REACTIONS (lb/size) 1= 116 /4- 10 -12, 3= 116/4- 10 -12, 4 =175/4 -10-12 Max Horz 1= -42(LC 3) Max Upliftl= -30(LC 5), 3= -34(LC 6), 4= -11(LC 5) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-71/30 BOT CHORD 1-4=110/27,3-4=-10/27 WEBS 2- 4=- 135/35 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category Il; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ito uplift at joint 1, 341b uplift at joint 3 and 11 lb uplift at joint 4. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard E C RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Off' Date: Building Permit Number: Project: � CO 1� �a �K � c�,�►�� ��L ; Job Address: r,�� e/ rt l �L `\ Zoning: Number of Stories: �` Basement: Yes (!�) Fin. Unfm. (Partial: sf) (Note unfinished basements as special condition on permit) Floor Area (sf): S,3 , finished, — unfinished, /t( garage The following comments based on the 2003 edition of the International Residential Code should be resolved before a building permit is issued. This correction list is not a building permit. The approval of plans and specifications does not permit the violation of any section of the International Residential Code or any federal, state or local regulations. PLAN CHECK A. Plans ?/ To Scale _Legible "Plot Plan Y / N Flood Plain el�ioor / Foundation Plan Section showing construction details /All Building Elevations Z Design Criteria (shall be identified on plans as Wind - 85 m.p.h. Snow 35 lb. Per sq ft.) Truss Calculation Sheets & Floor Joist Details . ,mechanical Design & Heat Load calc's Energy Calculations (8320 & Ch 11) B. Zoning (circle one) LDR1 12,000.sf min. (width 80 ft. min) 1 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft. min. with C.U.P. 211,78 sf min. (width 150 ft min) Duplex allowed with C.U.P. Other (Verify zoning requirements) - n 2006 IEC* Energy l�( Efficiency Certificate Insdiati . Celing / Roof Sam wan i9AO Floor / Foundation 25AO Glass & Door Rating U- Factor SHGC Heating & Cooling Equipment Efficiency Name: Date: Comments: y - Floor Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16" oc) R503.2.2 Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602:3(5) R602.3 Headers in Bearing Wall shall be designed as per Tables 502.5(1 &2) R602.7 Roof Trusses ( designed according to R802.10.1) 35 # Snow and 90 mph winds (]Local Conditions) / // Rafter and Truss tie - downs. (8802.10.5) Attic Access 22" x 30" min. rough opening (8807) H. xterior Covering Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1 I. Roof Covering and Ventilation tr'Roof Ventilation as per R806 11 As p g halt Shingles (slope >2:12) w/ ice protection. (Other type: to comply w/ 8905 I Firewalls ge o se drywall separation (protect ext. walls & beams supporting habitable space) R309.2 -4400rfmnr6arage to House (1 3/8" solid wood or steel door, or 20 min. fire -rated door) R309.1 .2'uue- �y Dwelling Separation (1 hr fire separation) Supporting structure also rated. 8317.1 X T . win homes & Townhouses (2 hr separation & 4' overburn protection or parapet) R317.2` Qpe-hr - walls parallel to and within 3 ft of property line w/ NO openings allowed. 8302 ✓ Penetrattions in previous 3 items to comply with R317.3 K. / General Requirements House Numbers R321 ' alf Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3 v/ Interior and exterior stair illumination shall comply with 8303.6. B oom Fixture clearances comply with Figure R307.2 One room at least 120 sf.; '`'Other habitable rooms 70 sf. min w/ a min. dimension of 7 ft. R304 *areas w/ sloped ceilings less than 5 ft in height & furred ceilings less than 7 ft DO NOT comply *50% or more of the required area must be at least 7ft high in rooms w / sloped ceiling y STATE OF IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY 900 North Skyline Drive, Suite B • Idaho Falls, Idaho 83402 • (208) 528 -2650 July 22, 2008 Trevor Einerson Timberhawk Inc. 1105 Coyote Willow Way Rexburg, ID 83440 Re: Lincoln Park Water and Sewer Design, Rexburg ID DEQ # 08 -16 -33 Dear Mr. Einerson C.L. "Butch" Otter, Governor Toni Hardesty, Director We have reviewed the plans and specifications for the proposed water and sewer systems design. The project plans and specifications appear to meet State standards and are approved. Our approval is for the design. We will give final project approval after the systems are constructed. Deviations from the approved design that might result in violations of Idaho Regulations must be reviewed by this office before field installation. This office must be kept informed of the scheduling of all construction phases so that we can make spot inspections as necessary. Within 30 days after construction, a professional engineer registered in the State of Idaho must provide this office with as -built plans, or a letter of certification stating that the project was installed substantially according to the approved design. A copy of the approved design and specifications will be kept on file at this office. Please reference DEQNo. 08 -16 -33 when submitting any future correspondence related to this project. If you have any questions please call. Sincerely, William Teusch PE Water Quality Engineer Idaho Falls Regional Office C: Gregory Eager PE, Regional Administrator Lynn Durtschi, EIHD Rexburg Carl Lohrengel, Idaho Division of Plumbing John Millar PE, Public Works, City of Rexburg Winston Dyer PE, The Dyer Group SCAN E , JUL 2 i 20% 9 08 -16 -33 Lincoln Park ro T 1 +� 7 U `SSA 0 CITY O F REX `& America's Family Community Design Review Committee Meeting — 08 00349 Lincoln Park Townhomes 11:00 am — July 30, 2008 Attendees: Design Review Committee members: Ted Hill, Randall Porter, Dan Hanna Applicants: Trevor Einerson, Ben Jemmett Staff: Gary Leikness, Elaine McFerrin The concern was the "eyes to the street" for the building in question and how it could be improved to meet the standards specified in the Development Code 926. The building does not meet the standards on its left /west elevation. The left /west elevation of the 15t (upper) floor is at 31% of the 60% required doors, porches, balconies, and /or windows. The 2 nd (bottom) floor of the left /west elevation is at 23% of the required 60 %. The Committee members determined that the applicant would use 2 larger windows on the left side of the upper floor on the left /west elevation and 3 small windows on the right side of the upper floor on the left /west elevation to meet the requirements and intent of the ordinance. Wainscoting will be used along the lower part of the wall, with timber used just above it to further break up the wall. In addition, 1 or 2 trees will be added to this area fronting the building. The applicant will provide an updated set of plans to the city in order to proceed with the building permit process.