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20120127 Permit Pkg 02032012�On_01a_7 CITY OF YELM RESIDENTIAL _,}BUILDING PERMIT APPLICATION FORM Project Address: "V Z ` -,1 SE Parcel #: ZZ� aJ O 2,7j C> 2O Z- Subdivision: Lot #: Plan #: Zoning: New Construction i_l Re -Model / Re -Roof / Addition ❑ Home Occupation Sign ❑ Plumbing Mechanical ❑ Mobile / Manufactured Home Placement / ❑ Other Project Description /Scope of Work: �G ��y Gam"►'` �(� 1 �' Project Value: Buildin Area (sq. ) 1st Floor -1 �s `"t 2 "d Floor Garage Deck LID4 �'✓� Basement Carport Patio # Bedrooms_ # Bathrooms_ Heating: GAS /OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? /f yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME: ADDRESS °rri�' ZbD�I� EMAIL CITY STATE ZIP TELEPHONE ARCHITECT /ENGINEER LICENSE # V $ ADDRESS 'LZ'j E Safi' S EMAIL •Gv�'- CITY /.a-LA STATE,-ZIP 15tV9Pz TELEPHONE 740-fe GENERAL CONTRACTOR TELEPHONE ADDR SS jg�j 3 2 I4E -r EMAIL CITY V-.— STATE ZIP FAX CONTRACTOR'S LICENSE # jk L!_17%Z 5g8 XP DATE CITY LICE E # 0000i • (� PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the Owner / Contractor k0wnef's AaenV/ Contractor's Aaent (Pie All permits are non within 180 days of i 105 Yelm. Avenue West Yelm, WA 98597 www.ci.yelm.wa.us _Z ?> / Z Date Ae one.) rr_� rr 0 &��i - 77 Y /? h permit is not begun period of 180 days (I Le-, J1 V (360) 4 383$_ 12 t' (360) 458 -3144 FAX BY- -------------- - - - - -- TH�P� City of Yelm �QF 9 � Community Development Department Building Division YELM Phone: (360) 458 -8407 Fax: (360) 458-3144 Applicant: Name: JERRY WILLIAM BROWN Address: 10642 MILL RD SE YELM WA 98597 Property Information: Site Address: 10642 MILL RD SE Assessor Parcel No.: 22730230204 Subdivision: Permit No.: 201 20127 Fee Calculation Worksheet Phone: Owner: iC:DDV DDn%Aini Project Information: Project: RESIDENTIAL REMODEL Description of Work: REPAIR BURNED DOWN GARAGE Sq. Ft. per floor: First Heat Type (Electric, Gas, Other): Second Third Garage 775 Basement Fees: Item Units BUILDING PERMIT ESTIMATED VALUE 25,000 TOTAL FEES: PAYMENTS MADE: BALANCE DUE: Lot: Fees $ 391.25 $ 391.25 $ 0.00 $ 391.25 PERMIT #: JOB ADDRESS: OWNER: CONTRACTOR: WORK DESCRIPTION CITY OF YELM Community Development Department P.O. Box 479 — Yelm, WA 98597 (360) 458 -8407 — (360) 458 -3144 FAX 20120127 10642 MILL RD SE JERRY BROWN ALLIANCE DATE ISSUED: REPAIR BURNED DOWN GARAGE BUILDING PERMIT INSPECTION CARD TYPE RESULT DATE DONE INSPECTOR PLAN REVIEW SETBACKS FOOTINGS FOUNDATION UNDERFLOOR SHEAR WALL FRAME ENERGY - WINDOWS ENERGY -FOAM & SEAL DRYWALL MISCELLANEOUS BUILDING MISCELLANEOUS BUILDING 2 BUILDING FINAL All Marked Inspections Must be scheduled prior to covering Call (360) 458 -8407 for Building Inspections Call (360) 458 -8411 for Sewer Inspections All other jurisdictions' inspections must be complete before you call s iderule g-e -g .& Brown Garage Rebuild 10642 Mill Road Southeast Yelm, Washington 98597 Project Number: 2012.9502.00 Project Engineer: Andrew L. Herrick, P.E. 227 'E' Street Southeast Auburn, Washington 98002 (206) 380 -0732 Design Criteria: 2009 International Building Code Roof Dead Load: 10 psf Live Load: 25 psf (snow) Wind Speed: 85 mph Seismic Criteria: D -2 Exposure B R = 6.0 (shear walls) Kzt = 1.00 Ss = 1.417, S1 = 0.732 Allowable Soil Pressure: 2000 psf (assumed) Concrete and Reinforcing Bar: 28 day strength for slab and footings = 2500 psi, 60 ksi reinforcing bar for #5 and larger, 40 ksi reinforcing for #4 and smaller. USE: Simpson Strong -Tie Connectors per plans and details. Install per manufacturer's specification unless noted otherwise. All exterior wood walls shall be HF #2 2x6 studs spaced 24" on center, unless noted otherwise. All wood members exposed to weather or concrete shall be treated. All metal connectors exposed to weather shall be galvanized. All nails and /or bolts exposed to weather shall be galvanized. A -307 bolts and lag bolts at connections and embedded anchor bolts, unless noted otherwise. All steel plates A -36 per ASTM Structural Steel Specifications, Fy = 36ksi. All steel tubes A -500 per ASTM Structural Steel Specifications, Fy = 46ksi. All steel shapes A -572 per ASTM Structural Steel Specifications, Fy = 50ksi. A -325 bolts at steel to steel connections E70XX Electrodes for all welds, unless noted otherwise. Stainless steel bolts at all exposed connections. 2x Lumber HF #2 KD Fb =1155 psi (min), E= 1,300,000 psi (min). t_J FILE 4x Lumber DF #2 Fb =1100 psi (min), E= 1,600,000 psi (min). APPROVED u Lea I0LdJa1 V FEB 0 3 2012 BY: -------------- - - - - -- 227 'e' street southeast, auburn, washington 98002 -5 51 8 t = 206 + 380 + 0732, e-mail = alhpe_sliderule@q.com 7 'O^ W T Lo C (p O � vA, � V/ CD O c U O V) to CO L- O W Y O i La �.+ U O � � i O C W U °O E CL N Q in > c a) O L a.. U 'a 3 C O o U E C •3 0 O .c w y o L �+ D7 t V L 3 L ~ X c O o Lo E o QC m N v � CD m L � O O y N o Q 2 Lx W C � O m 0- N m O o Lo o n o `o x O w � w' C L '– p O t O T � N a a) Q m N c L U 0 L y,. 01 U U C `o L O 73 0 0 w °' a c 0 Ncmc N m N c CL m U O X O O -_ m =_ CL CL cu O O fC L E L r a r r 0� N C� Ln O m M 0 Ln Ln LD 4) N (D (O I- N w 00 C _U a o w a) 0 O U O O U 17 c C o n E m o U) Co U N L O co 7 > (D N O g LO 3 En U) =3 C E U o ° a) > O fn 0) y 2 Y Q x _ 0. in m `� LU p U p N O O C O — �� C (o 0 C o 61 (n C O N a L O Q M N M N 01 m m T o LO y 2 x N p O Fa m O m 6 o ' m N o L C: o M P-� r-� ao ao ao 06 L •A (D 0)m (q co (0 N 2 --- °c `o U) O O O O C Y m 3 o) o U 0-0 N C a) r O T O C U " � U C _ N _ � co 0 �Qr a C U ,ai -O E M 1 : �� a1- w ._ E (O O T- _o c 0 3 aJ @ m c N L ca _0 m e cc E U i d O o m o Q o _� N fl W L E N o0 o m N U) cu MR 5 3LmL�0 Oi W LLJ cn N O Cl) -6 N C 0 C m m U L m A• V/ Q U U C Q 2 Q W N N o) E N �cnmOf cnzx d O O CL w0 M LL. CL CL A U) -- 1° co L N cn 'U O Qi M CL m E a0 00 00 v L() O Lt? c "t 00 W W M O m � � r M N fl- (6 ` ui LO x O CD —/ LO U QO IZ O Q cn U O O O Q ui N CL Y x W v \F W V t Q. ca L O Q. O M n 0 c co w Lo U (1) m O C L N U CO Q N a) C 0 N O c m CO C 7 E .E G N 0 r cn Q- 0 LL W N O io `o c ca (D LB N 0) a) O C co i M C� LL Lu a) C 0 N .S� o) O co O E E .E G L r r r r 0� U( C� Ln O V 0 Ln Ln m m LLi (D (O I- 00 00 C co L a) > O r 0 W O — O — O — O r O N N N N N M N M N P-� r-� ao ao ao 06 ao (D (fl (q co (0 7 O O O r .- a) aj Cn � co U O N LL Oi O7 6 6 O O O U) U) -- N n- a0 00 00 0D L() O Lt? O "t 00 W M M co M Lo L() (D O O r r r r r r r r r r M M M M"t LA (O f- I- M 0 N N N N N N N N N N ^U' W (D (0 (O CO O O) co O O N U O O O O r N N N w cQ.. C_ 0 O U) N LO N N N N V (O f` M O i m � � � � � � � � Ln Lc•) Q In 6 6 6 O r-.: r-� a0 o0 O N N LO N (`m') M � LLo in CAD a) aa� - aaaaaaa M n 0 c co w Lo U (1) m O C L N U CO Q N a) C 0 N O c m CO C 7 E .E G N 0 r cn Q- 0 LL W N O io `o c ca (D LB N 0) a) O C co i M C� LL Lu a) C 0 N .S� o) O co O E E .E G Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98597 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.126 (Ss) 1.0 0.391 (S1) Period Maximum Sa (sec) (g) 0.2 1.150 (Ss) 1.0 0.410 (S1) Period Minimum Sa (sec) (g) 0.2 1.097 (Ss) 1.0 0.362 (S1) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98597 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.182 (SMs, Fa = 1.050) 1.0 0.632 (SM1, Fv = 1.618) Period Maximum Sa (sec) (g) 0.2 1.196 (SMs, Fa = 1.040) 1.0 0.652 (SM1, Fv = 1.590) Period Minimum Sa 1.0 0.607 (SM1, Fv = 1.675) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98597 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.2 0.788 (SDs) 1.0 0.422 (SD1) Period Maximum Sa (sec) (g) 0.2 0.797 (SDs) 1.0 0.435 (SD1) Period Minimum Sa (sec) (g) 0.2 0.776 (SDs) 1.0 0.405 (SD1) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98597 MCE Response Spectrum for Site Class B Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Period Sa Sd (sec) (g) (inches) 0.000 0.450 0.000 0.069 1.126 0.053 0.200 1.126 0.440 0.347 1.126 1.325 0.400 0.977 1.527 0.500 0.782 1.909 0.600 0.651 2.291 0.700 0.558 2.673 (sec) (g) 1.000 0.391 3.818 1.100 0.355 4.200 1.200 0.326 4.582 1.300 0.301 4.964 1.400 0.279 5.346 1.500 0.261 5.727 1.600 0.244 6.109 1.700 0.230 6.491 1.800 0.217 6.873 1.900 0.206 7.255 2.000 0.195 7.636 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98597 Site Modified Response Spectrum for Site Class D SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.05 ,Fv = 1.618 Period Sa Sd (sec) (g) (inches) 0.000 0.473 0.000 0.107 1.183 0.132 0.200 1.183 0.462 0.535 1.183 3.304 0.600 1.054 3.707 0.700 0.903 4.325 0.800 0.790 4.942 0.900 0.703 5.560 1.000 0.632 6.178 1.100 0.575 6.796 1.200 0.527 7.414 1.300 0.486 8.031 1.400 0.452 8.649 1.500 0.422 9.267 1.600 0.395 9.885 1.700 0.372 10.502 1.800 0.351 11.120 1.900 0.333 11.738 2.000 0.316 12.356 Zip Code = 98597 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.126 (Ss) 1.0 0.391 (S1) Period Maximum Sa (sec) (g) 0.2 1.150 (Ss) 1.0 0.410 (S 1) Period Minimum Sa (sec) (g) 0.2 1.097 (Ss) Conterminous 48 States r M r r O cn 10 O LO O ti V W CID C) � Q O iM. N r O c C O L N c 0 0 0 N U) c CO N 00 N O N N N N Q) a0 N N N M M O N CO CO CO CO LO LO L6 L6 a0 O � N 9 cfl � C C C C CO CO O O O O 1- � Lij ~ W m N co W m m m m U U U CT U Q Q m Q co co a� a> m a> Q Q � LO ti O O O O O II U) C.0 00 II m II X 00 r CO (D C) � ' N (D 00 CO U C14 r O _ N O M ~ If II II II II II II II li li 2 2 o o U~ a U) C/) C/) U) U) c N N 00 O N N O m N O N LO o o O a0 O � N c0 cfl � i O O W Lij ~ W m N co W Co U CT U Q Q m Q CD m Q O � ti O O O O O II U) O II c II m II X _ E I- C) O O CO U C14 r O _ N O M ~ II II II II II II II U) C/) `� U 6 U U a N U o m ~ C O W .� U m U) c O O m N O N O a0 O 00 co N N N N i O O O O ~ m N co W Co U CT U m (1) CD m Q O � ti O O O O O II U) II x II c II m II X U E I- U U _ � _ N O M ~ lI� W Lj U 6 U a N o ~ C O W .� U m Q O U o L cn ai 0 0_ U) m U E m E c i ) U- m E O X v O m L U °' CL a 00 N C O N a) U) U I I N L6 L6 O N O W U Q co aD VJ a) cn m m U N O CO O I I LATERAL LOAD CALCULATIONS ft ft Lx = 24 Ly = 32 Roof DL = 17.5 psf Wall DL = 2.5 psf Brown Garage area = 768 sqft weight = 15360 Ibs Seismic Seismic Base Shear= 0.14 x Weight p = 1.5 Seismic Load = 2304 Ibs ASD alt load = E/1.4 EQ uniform Fx = 72 #/ft EQ uniform Fy = 96 # /ft Wind psf end condition = 6 ft A = 15.9 roof height = 25 ft B = 4.2 wall height = 10 ft a,= 1.4 C= 10.6 D = 2.3 Wind uniform Fx = 194 # /ft Wind uniform Fy = 207 #/ft Design Loads uniform Fx = 194 # /ft Wind Governs uniform Fy = 207 #/ft Wind Governs 2 7 CT 2 \ E 20 7 .§ 2/ E E / / m LO k c; a \ \ D \9 99 a q q 2 E / \\ b /2 ƒ ƒ E E 5 00 00 D 5 =c // \ \/ 0 \ \ I� CD / \ / >, / 0- //# / Kq \ �/f %% 2� EE c- / 2 > # 'IT = 2 / > # 't c _ / /// / 04\/ e — « ¥® 7 % C'4 ®4± B 0 q q R ) ) / 2/ 222 2 % a q — \ \ + % # + q q nm �t o wq �t t � �k � Ok 0� 0\ /c a� 2 ¥r CY nq E� . E . -0 cu t / d t C14 § m § & £= w D- W cu CU o -Fu cu m \ � / f � 04 04 k § 0 § § / n\ 7 @ « U 7/ 0 n # 2 2 / 0 M # 2 2 Z . & . _ / L R x V L R Forte SOLUTIONS REPORT Level, Floor. Joist PASSED wftware Current Solution:: 1 piece(s) 2 x 8 Hem -Fir No. 2 @ 24 OC 0 H All Dimensions Are Horizontal; Drawing is Conceptual Overall Length_ 11' 7" 11' Design Results Actual 0 Location Allowed Result LDF Member Reaction (Ibs) 463 @ 2 1/2" 2126 Passed (22 %) 1 24" Shear (Ibs) 392 @ 10 3/4" 1088 Passed (36 %) 1.00 Moment (Ft -Ibs) 1247 @ 5'9 1/2" 1284 Passed (97 %) 1.00 Live Load Defl. (in) 0.339 @ 5'9 1/2" 0.372 Passed (L/395) Total Load Defl.(in) 0.452 @ 5'9 1/2" 1 0.558 1 Passed (L/296) TI- Pro"" Rating NaN I N/A I -- sin A..-& C-1­44— ©❑ 0 System : Floor Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Depth A _ Series Plies Spacing T7 -ProT1 Rating Wood Volume 7 1/4" 2 x Hem -Fir No. 2 -- — -_- 1 1 24" N/A 0.59 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes Andrew Herrick sliderule engineering works (206) 380 -0732 alhpe_sliderule@q.com 2/1/2012 1:23:33 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 Page 1 of 1 • - Forte software 0 SOLUTIONS REPORT Level, Floor. Joist Current Solution:: 2 piece(s) 2 x 8 Hem -Fir No. 2 @ 24" OC 19 All Dimensions Are Horizontal; Drawing is Conceptual Overall Length: 17 5117 11. 10 Wr Design Results Actual @ Gocatiloe Allowed Result LIN Member Reaction (Ibs) 498 @ 2 1/2" 4253 Passed (12 %) 24" Shear (Ibs) 427 @ 10 3/4" 2175 Passed (20 %) 1.00 Moment (Ft -Ibs) 1450 @ 6' 2 3/4" 2569 Passed (56 %) 1.00 Live Load DeFl. (in) 0.229 @ 6' 2 3/4" 0.401 Passed (L/630) Total Load DeFl. (in) 1 0.306 @ 6' 2 3/4" 1 0.602 1 Passed (L/473) TI-Pro— Rating NaN L N/A I - AI I..a:...... r t 7 PASSED M System : Floor Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD _ -I Depth ^' Series Plies Spacing TJ- Pro'"' Rating Wood Volume 7 1/4" 12 x Hem -Fir No. 2 2 24" N/A 1.18 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes Andrew Herrick sliderule engineering works (206) 380 -0732 al hpe_sliderule@q.com 2/1/2012 1:27:45 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 Page 1 of 1 Forte SOLUTIONS REPORT Level, Wall: Header software Current Solution:: 1 piece(s) 4 x 8 Douglas Fir -Larch No. 2 Overall Length: T 9" 0 T 6" 0 All Dimensions Are Horizontal; Drawing is Conceptual Design Results actual 0 Location Allowed Result LDF Member Reaction (Ibs) 1001 @ 0 3281 Passed (31 %) Shear (Ibs) 813 @ 8 3/4" 3045 Passed (27 %) 1.00 Moment (Ft -Ibs) 1940 @ 3' 10 1/2" 2989 Passed (65 %) 1.00 Live Load Defl. (in) 0.0821@ 3' 10 0.258 Passed (L/999 +) Total Load Defl. (in) 0.118 @ 3' 10 0.313 Passed (L/788) IL PASSED 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology : ASD All Product Solutions Depth Series Plies Wood Volume (206)380 -0732 4 x Douglas Fir -Larch No. 2 1 40.60 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes Andrew Herrick slider" le engineering works (206)380 -0732 alhpe—sliderule@q.com 2/1/2012 2:20:14 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 Page 1 of 1 • I' Forte' SOLUTIONS REPORT Level, Wall: Header PASSED software Current Solution:: 2 piece(s) 2 x 6 Hem -Fir No. 2 Overall Length_ 3' g" T 6" 0 All Dimensions Are Horizontal; Drawing is Conceptual Design Results Actual a location Allowed Result LDF Member Reaction (Ibs) 480 @ 0 1823 Passed (26 %) Shear (Ibs) 331 @ 7" 1650 Passed (20 %) 1.00 Moment (Ft -Ibs) 450 @ 1' 10 1/2" 1393 Passed (32 %) 1.00 Live Load DeFl. (in) 0.015 @ 1' 10 1/2" 0.125 Passed (L/999 +) Total Load DeFl. (in) 0.021 @ 1' 10 1/2" 0.188 Passed (U999 +) 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology : ASD All Product Solutions Depth I Series Plies Wood Volume 5 1/2" 2 x Hem -Fir No. 2 2 21.45 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes Andrew Herrick slide -le engineering works (206) 380 -0732 al h pe_sliderule@q.com 2/1/2012 1:56:20 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 Page 1 of 1 i ' FQrte' SOLUTIONS REPORT Level, Wall: Header PASSED software Current Solution:: 2 piece(s) 2 x 6 Hem -Fir No. 2 Overall Length: T 9" 0 3' 6„ 19 All Dimensions Are Horizontal; Drawing is Conceptual Design Results actual Q Location Allowed Result LDF Member Reaction (Ibs) 480 @ 0 1823 Passed (26 %) Shear(lbs) 331 @ 7" 1650 Passed (20 %) 1.00 Moment (Ft -Ibs) 450 @ 1' 10 1/2" 1393 Passed (32 %) 1.00 Live Load Defl. (in) 0.015 @ 1' 10 1/2" 0.125 Passed (L/999 +) Total Load Defl. (in) 0.0211@ 1' 10 0.188 Passed (L/999 +) 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC Design Methodology : ASD 'All Product Solutions Depth Series Plies Wood Volume 5 1/2" 2 x Hem -Fir No. 2 2 21.45 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes Andrew Herrick sliderule engineering works (206) 380 -0732 a l h pe_sl ideru l e @q.com 2/1/2012 1:56:20 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 Page 1 of 1 Forte SOLUTIONS REPORT Level, Roof: Joist software Current Solution:: 1 piece(s) 2 x 6 Hem -Fir No. 2 @ 19.2' OC 0 r. r. r� a All Dimensions Are Horizontal; Drawing is Conceptual Overall Length: 1V 1" 11' 6" Design Results Actual 0 Location Allowed Result LDF Member Reaction (Ibs) 425 @ 2' 13/4" 2126 Passed (20 %) 19.2" Shear (Ibs) 279 @ 2' 9" 949 Passed (29 %) 1.15 Moment (Ft -Ibs) 796 @ 8' 1/2" 921 Passed (86 %) 1.15 Live Load Defl. (in) 0.541 @ 8' 1/2" 0.590 Passed (L/261) Total Load Defl. (in) 0.714 @ 8' 1/2" 0.786 Passed (L/198) Fr �r �r rte---# Fg-A-34:4111 0 System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch : 0/12 All Product Solutions Depth Series Plies Spacing Wood Volume 5 1/2" 2 x Hem -Fir No. 2 1 19.2" 0.56 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. Forte Software Operator Job Notes Andrew Herrick sliderule engineering works (206) 380 -0732 a I h pe_sl iderule @q.com 2/1/2012 3:09:23 AM iLevel Forte v3.0, Design Engine: V5.4.3.2 Page 1 of 1