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HomeMy WebLinkAboutCO & DOCS - 05-00200 - Seamons Used Car Lot~~~.,~ CITY OF 4 ° RExBU~~ °~,9~,~ a+~eiticas raMi~Y connn~uhrrv 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: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 05 00200 312 W 4th S Worthen Stephen Etux 2498 N 2375 E Hamer, ID 83425 Webb, Layne 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 vtias found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for v~hich the proposed occupancy wes classified. Date C.O. Issued: September 08 5 (09:28AM) G%! C.O Issued by: ~- Buiding Official There shall be no further change in the existing 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. Water Department: ~ ~~ ~ n "~ ~~^ Fire D State of Idaho Electrical Department (208-356-4830 ~~1"Y OF REXB URG ~ PERMIT # BUILDING PERMIT APPLICATION Please complete the entire Application! 19 E MAIN, REXBURG, ID. 83440 If the question does not apply fill in NA for non applicable 208-359-3020 X322 PARCEL NUMBER: ~ P (~ O OO P®1 0 ~~ I (we will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# (Addressing is based on the information -must be accurate) CONTACT PHONE # Z~ 2 ~ ~ i D~ 3 PROPERTY ADDRESS: ,~ / ~. GcJ, ~ fJ~ S o PHONE #: Home Work Cell( ) ~~{~ /oz~ OWNER MAILING ADDRESS;~S/~ ~ 2 ~ )S- ;~ CITY: ~/gfvt.e rL STATE:.?`' ZIP: ~ j Y~ S~ EMAIL FAX APPLICANT: (If other than owner) ru 1, ...~~ ,,,,., o .~. S' (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: yY ©SS ~/~ 9 /~o~,s ~ti ~~ CITY: ,,~ ~ STATE; r `J ZIP EMAIL FAX PHONE #: Home ~$~ ~~6 ~ Work Celle) ~ / 3 ~ ©2 jl CONTRACTOR: _ ~ ~~ ~,~ .e /~,; ~~ I fow MAILING ADDRESS: ~7 7 / f/ ~DOC] 1.~. CITY - ~~. STATE ~ ` /> ZIP .~ y e PHONE: Home# ~S'(, 73~~ Work# EMAIL Cell# ~ y'~ ~ ~ now many nuuamgs are located on this property'1 / Did you recently purchase this property? No ~ Yes (If yes give owner's name) Is this a lot split?~~ YES (Please bring copy of new legal description of property) PROPOSED USE: (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, mmerci ,Addition, Etc.) 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 2000 International Code in cases of any false statement or misrepresentation of fact in the ap lication or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. ~/ 2~/ ~_---- Signature of Owner/Applicant DATE Do you prefer to be contacted by fax, email or phone? Circle One WARNING -BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non-refundable and are paid in full at the time of application beginning January 1.2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval FAX - _. _ **Building Permit Fees are du ime of application** **Building Permits are vo~you check does not clear** Please complete the en~re Application! f the question does not apply fill in NA for non applicable NAME ~/9~ ~ r,-,Drys PROPERTY ADDRESS GcJ ,,~~ Permit# SUBDIVISION Dwelling Units: / Parcel Acres: ~ `~~ SETBACKS 1 ~~ ~ / ~~ ~ ~~ FRONT ~ d ; ~ SIDE C, (~ SIDE ~`cJ , ~ BACK Remodeling Your Building/Home (need Estimate) $ ~~ / SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) 5 '~ First Floor Area ~~Z ~ Unfinished Basement area ~~' Second floor/loft area /'~1~ Finished basement area T ~}- Third floor/loft area /~ J~- Garage area /~~ ~-- Shed or Barn /~/~- Carport/Deck (30" above grade)Area t(/ Water Meter Count: Required!!! Hag c~-q~; Water Meter Size: PLUMBING (~ ~~ rlumbin~ Contractor's Namc: ~~fl ~ G ~ rtil ~-~~ Eusincss Namc: ~syJ /rl Qr2S' ~-,t~yy~d /n Address ~~ Q ~~~-i/ / 7 / City /`i¢,Q-,~„~ State ~l~' Zip ~3 Y~ Contact Phone: (~~ (,~ ~ ~f '? ~ ~ g Business Phone: ~'~) ~ ~~ 2 ~ c> r S Email FIXTURE COUNT (including roughed fixtures) NFI- Clothes Washing Machine Dishwasher /~ 1~- Floor Drain ~~ Garbage Disposal ~t~ Hot Tub/Spa s avatorie kitchens, bar, mop) ~~ Sprinklers ~~ Tub/Showers _~~ Toilet/Urinal 1~ater Heater /~I~-- Water Softener Plumbin Estim to $ ~~` g (Commercial Only) /Z~~~ ~~~ Required! Signature of Licensed Contractor License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho Fax 4 'lease complete the enti>~pplication! If the question does ~pply fill in NA for non 1' bl NAME e 2 ~ ~ ~.C w~a~-S PROPERTY Af~DRESS ~-U Permit# SUBDIVISION Required!!! MECHANICAL 1l4eeh~'c"~Contractor's Name: ~~ ~~~~~~~ Business Name: ~~~ ~~l~,G(C. Address 67,/~ ~ ~~j¢S ji City~~1/kj ,~~ICS State Zip~~ Contact Phone: (fag) ; 7~~-- 7~~ 9 Business Phone: (ate) ~3 ~ ~~~ Email Fax ~4~' S~`3 " ~7l ~ "~~il/C/~~. 11~ec~anical Estimate $~~Commercial/Multi Family Only) FIXTURES & APPLL4NCES COUNT (Single Family Dwelling Only) ~/ Furnace u.~ rt ci ~ erg ~ t2.5 ~_ Exhaust or Vent Ducts /~'~ Furnace/Air Conditioner Combo /ll/~ Dryer Vents ~~ Heat Pump Air Conditioner ,/ ~ Evaporative Cooler / Y ~ Unit Heater ~~ Space Heater V~ Decorative gas-fired appliance Incinerator System Boiler Pool Heater Similar fixtures or Appliances Range Hood Vents !~/~ Cook Stove Vents Bath Fan Vents ~'l~other similar vents & ducts: /U ~ Fuel Gas Pipe Outlets including stubbed in or future outlets /~~ Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Gas Oil Coal Fireplace lectric Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. /~D ~~~ ' ova ignature of Licensed Contractor License number Date Required! The City of Rexburg's permit fee schedule is the same as required by the State of Idaho 5 . ~ Excavation & Earthwork: SUBCONTRACTOR LIST ~~~ Concrete: ~ /9-~`Q ~-~ ~ ~ ~ d~nS /~ U~r~~i Masonry: /~ ! K~ ~ ~ ~ `3 Roofing: Insulation: ~~ /'''~ C -~Lrj Drywall: FYI 1 ~ ~i(/' ~ ~ !~ Painting: Floor ~ J^ „~ Coverings: (~.-~ ttN ~.~-25 DPI C~ R ~--e/1 Plumbing: ~~~.~ yy- -~ 2 S ~G~z~ ~ / ti ~7 Heating:~¢-~ rte,,/ 2~ G Electrical: ~,}-/2 ~~~ 2~ G Special Construction (Manufacturer or Supplier) Roof Trusses: ~ /n Floor/Ceiling Joists: /`U{~ Siding/Exterior Trim: J~~--~ ~', Other: REXBL,IR~ ~ j .. w AMER{CA5 FAM{LY CQMMUNITY 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 Rexburg, Idaho 83440 Fax: 208-359-3024 uvww. rexbu rg.or4 comdev(cil rexburg.org Affidavit of Legal Interest State of Idaho County of Madison Name Address ~~-~ City 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: ~,~,q 2 f~ ~-px~ ,r, b ~, S ~ ~~~~, n 2 g ~ ~, ~ ~ 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 herin or as to the ownership of the property which is the subject of the application. fi~ Dated this Zg day of ~~>n , 20 ~ ~- Signature Subscribed and sworn to before me the day and year first above written. ~~~NpTAR ~ ~ '~ Not ry Public of Idaho `~ C, ~ Residing at: X ~=~ ~ '~~''%,,STgl~•~ ~~P~Oo`~~~`` My commission expires: ~ ~ 2 Design Intelligence, LLC Engineering Calculations Summary Date: June 10, 2005 Subject: Garth Seamons Car Lot Sales Building, Rexburg, Madison County, Idaho Customer: Garth Seamons Abstract This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2003 as the basis for the calculations. Materials: Dimensional Lumber - NDS 1997 design values Concrete: 3000 psi @ 28 days Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60 Assumptions: IBC 2003 -Foundations designed for Max Brg Pressure of 1500 psf increased for depth Design Loads: Roof Live Load (min) - 20 psf during construction Ground Snow load = 50 psf, Roof Snow load= 35 psf Snow Load Importance Factor - 1.0 Snow Exposure Factor - 0.9 Wind = 90 mph, Exposure B Wind Importance Factor - 1.0 Wind Exposure = B Seismic Design Category - D 1 Seismic Use Group - 1 References: IBC 2003 Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Desi ned B cot A S auldin , P.E. Date. os 00200 ~ Seamons [Jsed Car Lot Design Intelligence, LLC 3685 W Hwy 33 SERMON'S CAR LOT BUILDING • REXBURG, IDAHO Kexourg, iaano t3344U Design_Parameters Snow Load: .. ------.._ __...r_ Snow Loads Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof_Pitc_h Roof Pitch (Wind -_ __ Rise 3 4 6 7 0 12 Run 12 12 12 12 12 12 12 35 psf _ __ -___ ........_._.___...__ . _... ._.. :.... _.._ I _Y. _... _.__-. _.__. ._-. Reduction I Use 0.0 j psf 35.0 psf _ 0.0 ' psf 35.0 psf ___ _ _ --__ --- 2.5 j psf 32.5 psf 3.8 .... psf ...._...__.._ _ 31.2 psf 5.1 I psf ~ 29.9 psf _ ___ 7.4 _ psf _ ___ _____ __ ~_ 27.6 __ __ psf _ _ _____ 9.4 psf 25.6 psf Wind Speed ___ 90 mph once Factor __ 1 re ~- B Simplified Method (Section 1609.6_ -- --_-- A~olicable loads are shown in bold letters. Horizontal Loads End Zone Interior Zone Transverse Wall Roof Wall (Roof <5.12 128 -6.7 8.5 __.. _.. , . 4 ~ 5:12 _____ 17.8 _ -4.7 - __11.9 T--- _ - _2 Ei . _ _ ~ . __~ ...-- __ --.__ > 5:12 14.4 9.9 11.5 ; 7.9 _ _ _ Longitudinal 12.8 _- --- - - -6.7 --- 8.5 - __ -4 - --- r-- , - - .._ . _ _- __._.__._. _._ _ I r----_ - - - - ---- -- Vertical Loads .__ --------- -- -- _.. _ ~ _ ___ --_ ~ End Zone _. _ .._ _ _.._ _._ Interior Zone Wi nward Overhang __ _ _ Transverse Windward Leeward Windward Leeward ;End Zone Interior Zone Roof Roof Roof Roof --< 5:12 - -~~-- 15.4 ~ -- -8.8 ~- -- -10.7 - - 6.8 i_ ~ __ -21.6 -16.9 __ _- 5:12 15.4 -10.7 -10.7 8.1 ! -21.6 -16.9 _. _~ 5.12........_ __..... . _-5.6 --- -8.8 4.8 7 5 -5.1 -5.8 Longitudinal -15.4 8 8 -10.T 6 8 i __-21.6 -16.9 Maximum Horizontal Wall Loads Transverse Zone 1E 4E 1 - 4'' _< 5:1 2 9.8 -7.5; 7.2 -5.8' __ . 5.12 i 12 1 10.1; - 8.8 -7.5 _ _ _ _. > 5:12 - 10.7j . 8.1 9.1 -6.8 6/10/2005 Page 1 Design Intelligence, LLC ~ SERMON'S CAR LOT BUILDING • 3685 W Hwy 33 REXBURG, IDAHO Rexburg, Idaho 83440 elsmic -- ._- ._ __-- -- __ - _ _ __ Reference Code IBC 2003 _ __ , .. _ . Values for Ss, S1 Fa and Fv are taken --- _-- _ _ _._ _ --- - from Code Control CD using Zip Co __. _ e _ 1615.1 2 (1). Fa __ 1615.1 2 2 Fv - --- --- d --; _ -- _-_.. --.-. _. -- . - - 1615.1 _ Ss -- _-_._ _ ~ -- ; --- _ ~ _.. __ 1.235 g 1615.1 SI _ - --- -- Site Class A -Hard Rock ~ 0.646 g _ _--._-_-- j - -- ---- _ - - - - __ Fa Fv -- __ __ _ - - ----- _ ----- --- 0.8 0.8 ----- Site Class B -Dense Soil or Soft Rock _-_ Site Class C -Stiff Soil _ _1__ 1 -------~-- 1.2 1 7 ~ ~ - Site Class D -Soft Soil . ' - 1.01 1 59 _ _. _ _...- Site Class . ~ - - - q g _ C D --- - --- 1615.1.2 _ __ SMS FaSs 1615.1.2 ISM1 = FvS1 _ ----- __ _ 0 988 1.235 1.482 1.24735 __ _ ---- ._. 0.5168 0.646 1.0982 1.02714 _ ---..-- -- _Design Spectral Res Accel P - _ _ _ ___ ~ ,r--- 1615.1.3 ____ SDS 2/3'SMS 0.661 0 2745- 0.98294 0.835725 SDI - 2/3 SMI --- ----- 0.346256 0.43282 0.73579_4 0.688184 ----.--- 1616.2 Seismic Use Grou -~ - _ --- --- -- 1616.3 Seismic Design Catego ._._.. .. _ _ _. .- ~ Group I -Non-Essential -- Table 1616.3(1) - ---- p - _. - _ _ - -- - i ~ _ -_ -- - --- - --- ---- Table 1616.3(2) p ---- _ Seismic Response Coefficient -r-- _ _ -- __ __...-..--------- ~--..__-~ _---- _ 1617.6 (Table 1617.6) Response ----- - .._..---.._- _-. __ y---- Modification Factor R = 6 _ 16.2 (Table 1604__5) _Occupancy Importance Factor I = 1 -~ Basic Fundamental Period ..... _ ---- ~ Steel Moment Resisting Frame - _ Ct - _ --- _. --- ~ 0 035! _. _ -- . Reinforced Concrete Moment Resistin_g_Frame + 0.03 -- -- -~-~ - -_._. --- All Other Buildin S stems -- ---y-- r -- ---- - - - _ _ ----- - 02 -- 0 Buildin Hei ht 27 ft - ---9.--- 9 .... ... ___ - -~ _ Table 1617.4.2 Cu = --- Approximate Fundament l P i ---- -- _._ _. _ _ -- - ~-- - ~ -- --- a er od -... .- 0.28 sec Ri id Bld ---- --------- . ... _ - _-. g _ g -... ~ __ ___ .._ -- --- ----r __-_ Site Class -- -- l - . _.. _ . -- ---- _.__ _._. A B __ C_. _- - D Cs SDS/ R/I _- ____.__ (._) _ ' _ _.__.. _.. _ _ _-_- 0 1103 0.1379 0.1655 0.1393 _- Max Cs -SDI/ R/I T - ~ _... _ ___~.. ) - _ -- 0 0164 0.0205 0 0349 0.0326 - _ ___ _ ___ ---. _ .- Min Cs = 0 044SDS*I = . _ - - -- 0 0291.1. 0.0364 0 043_7 0.0368 ___ _ - -- _. __ Design Seismic Response I I Coefficient 6/10/2005 Page 3 ' 'Design Intelligence, LLC • SERMON'S CAR LOT BUILDING • 3685 W Hwy 33 REXBURG, IDAHO Rexbur ,Idaho 83440 ---- _.. Site Class _ _._____.... A 1B - _ . __ --- C - p ___ -- __ _ . _. __ _ - ----.. 0 0291 0.0364 0.0437 0.0368 1617.4 1 E uiv Lateral Force Method V__ CsW } - -- ---- - _ _q_. 0.0368 W - -- __ ---- _. 1617.5.1 Sim lifted A roach - --- pp - ----- --. V ? •2'(SDS/R)"W ° _ 0.16714' W __ --- _ __ , - --- --- ------ -- ___ --- _ - , Determine Method of Seismic Analysis - ~ - ~ __ .l __ __ _~ Light Framing Construction Criteria ~ --~- ----1 - --- _. _ -- -.. - ---- -- _ ___ 2308.2.1 Building stones _ - --~---~ __ I ___ 1 stories YES _ ___ 2308.2.2 Bearing wall floor to floor height 9 ft YES 2308.2.3.1 Avera a DL ?-------- -------- --- --- g _ _ - _ _.__.._ -------- ----..._..-------- 2308.2.3.2 Floor Live Loads psf-_..____ _.. YES _ 40 _.-__ _ r_.___ -------_ _ --- Psf YES I ..__ 2308.2.3.3 Ground Snow Load -~ ----------- s S 2308.2.4 Wind speed __ -" - __ 90 mph YES __--~--- - 2308.2.5 Truss Span 12 ft - -- - - {{ YES i -- - 1616.6.1 Simplified Anal sis Re uirements Y -- _ q - 7 ___ __ -- - .__.. _._- - -- i - -- --- -- - _ ----- _ _.. T - - - 1. Does Building meet light frame construction criteria ? ; YES ----~- - ..--- . Is building of any other construction with flexible diaphragms at eve lev --- - ry _ el as defined in section 1602 ? i ----r- --- -~ YES -- -- ----. ------ -- - - --- - -- -1- Buildin ma use Sim lified Analysis Method 6/10/2005 Page 4 Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 SERMON'S CAR LOT BUILDING REXBURG, IDAHO 6/10/2005 Foundation Design -- __._ _ ~ ~ __ _ --- ___ _ __. __ _ . - - -- ----- - - --- _ __ __ _ - --- Allowable Beann Ca acct _ _____ _P_._ Y _ _ _ -_ - ------ _ _ _ --- 2000 psf Max Roof Span = 28 ft - - - ..- --- Snow Load ..- .___.- ___ __ __ Max Floor S _ __ _ 35 psf Wall Height - -- ----- pan = 0 ft -_.__ --- = 8 ft Floor Live Load - -- - -. Wall Dead Load - --._-__-- _-. R f D ____ _ ----- 40 psf ~ Stem Wall Height = 4 ft -"--- --- 15 sf -_..----- P __..__.__-.Stem Wall Width = 8 in. oo ead Load _._ _-..._ ------- 5 Psf ----, --- -._._ Brick Dead Load _....._.. _ _ r.-__ --- "" "- ------ 0 psf ~ _ _. ~ ____-- ___ _ - _ _.__ Floor Dead Load _ T --- - - ... _ ...._ --- - ` - sf p _- ..- - - - terlorBearing Walls - _.. -- __ ._ Roof Loads 700 Ibs/ft _..._- ---- _ --- --- __ ___ --- ~ -- - ~- -- ._ ---- --- --. _ _ _ rop_osed Footing__ i -- - -- Width 12 i _- Floor Loads Olbs/ft --,--------.__ _.._.__~_. Wall Load 120'Ibs/ft Stem Wall Load 40 - `^ -~ - - ----~- -_ __.._ D __ ____ --~~ n --~"-- epth 8 in 0 Ibs/ft Footing Load 100 Ibs/ft - ~ ~ - - --.____ _ __ ---._ - -- Total 1320 Ibs/ft i -- Bearing Pressure = -- - _ -- 1320 psf OK _ __ --- Reinforcin Re uirements _ _ _ -~ - in Reinforcing Facto_r_s -------- Footin 9~- 0.002 -- - ---, - __ _ _.--- - -..------ __ _ ------ - --- --- - - --- - . ___-._ _._ ._ Stem Wall - - -- - -- Vertical 0.0012 -- --" -- - - Horizontal 0.002 Reinforcing Bar #4 0.2 in in -- - _.. ___ --- --- ooting _ _.__._ _--- _ ----- Continuous Reinforcin Count - ~ " 1 bars _. -- _._- Stem Wall r - - _ -- - ---___--- ---- - ---- Continuous Reinforcing Count ~ --- ~ 4 i bars ---- " Vertical -Reinforcin S acin 18~ - in. ~---" --- ~ - " -- --- -- Page 1 ~a Design Intelligence, LLC 3685 W Hwy 33 o,,.,h..,-,. ia~ti., u~nAn SERMON'S CAR LOT BUILDING REXBURG, IDAHO C~ 6/10/2005 Shear Wall Anal - - - --- --- W ind Load = _. - -- Roof Height = Wall Hei ht _ 9 ysis_-Short Wall - T- ---_ _. _ - - _. _ ~ T___ _ . -- 22 psf _.. 4 ft 8 ft ~ _ _ __ ~ - _ _ - ' - -- ; ____ --- -- - - - - --- - __ _. -- -- _ _.I _._..._ ' _ _ _ .___ ._ ____. I _ - Wall - j th of Lon Len 16 ft g g __ --- Area at Mid Height.of Wall = 128 ft^2 _ _ __ ~ __~ ____ Wind Force = 2816 Ibs _. _ ._ --~-- ShearWall Length 24 ft _ ' Shear/ft in Wall @ Mid Height 117 Ibs/ft ~ ' Provide 1/2" APA rated sheathing with 8d nails at 6" o.c. @ pane l_edges __ _ and 12" o.c. in the field. Blockin g is required. - . -- Seismic Anal SIS ~ _ _ _ __ _-- Seismic Multiplier = -, _ __ _. 0.167 -- -- - -- _ - ------ -- - --- --.. ---- r-- -- _ -- ~ ~ (Width Length Load iWeight _ _ Roof Dead Load _ 16 20 24 ~ - ~ 7680 __ Ibs_ _ -------- `_ ... ___ ._. (includes snow) ___ Long Wall Length 16 ft 12 ft Short Wall Length _ ~ ~--9 - - Hei ht Len th 9 Load Weight __-- ----- - Wall Dead Load --- --- - 8 56 15 3360 Ibs Seismic Force @ Mid Height of Wall Shear Wall Length 24 ft Shear per ft in Wall @ Mid Height__ _ 77 Ibs/ft OK - Provide 112" APA rated sheathing with 8d nails at 4" o.c. @ panel edges 1844 ----- Ibs - - and 12" o.c. in the field. Blockin is re wired. Page 1