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20110166 Permit Pkg 03052015 _ ��o� rHFp�' City of Yelm Permit►vo.: 20110166 � � Community Development Department Issue Date: 3/30/2011 p, tri (Work must be completed within 180 days) Building Division Phone: (360)458-8407 YEL ""'°"'»"°" Fax: (360)458-3144 Applicant: Name: YELM DAYCARE CENTER Phone: 360-402-6871 Address: 1401 MARVIN RD NE, STE 307 LACEY WA 98516 Property Information: site,4ddress: 15210 BERRY VALLEY RD SE Owner: MARIJKE DEUTSCHER Assessor Parcel No.: 21724131001 Subdivision: Lot: Contractor Information: Name: YELM DAYCARE CENTER Phone: Address: MARIJKE DEUTSCHER 1401 MARVIN RD NE, STE 307 LACEY WA 98516 Contractor License No.: Expires: Project Information: Project: SITE PLAN REVIEW Description of Work: ORIGINAL APPLICATION 20080243, EXPIRED. CONSTRUCTION OF A NEW CH�LD CARE CENTER THAT WILL BE BETWEEN 8,500 AND 10,000 SF. PHASE I WILL INCLUDE CONSTRUCTION OF FRONTAGE IMPROVEMENTS ON BERRY VALLEY ROAD AND INFRASTRUCTURE ON-SITE TO SUPPORT THE CHILD Sq. Ft. per floor: First Heat Type(Electric, Gas, Other): Second Third Garage Basement Fees: Item Contractor Fees CIVL CIV YELM DAYCARE CENTER $ 72.50 SITE YELM DAYCARE CENTER $1,262.50 NEW COMMERCIAL BUILDING YELM DAYCARE CENTER—ISSUED 2/19/2015 �� $90,438.91 TOTAL FEES: $91,773.91 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easements d restriction of re ord. If appl ing a contractor, I further certify that I am currently Final Inspection: registered i t�pe State of shin � /� - _ _ �� Date: Signature , Date By: Firm � '�o� T"�o,��" City of Yelm Permit No.: 20110166 w , � � Community Development Department Fee Calculation Worksheet Building Division Phone: (360)458-8407 EL w�"`"'""°" Fax: (360)458-3144 Applicant: Name: YELM DAYCARE CENTER Phone: 360-402-6871 Address: 1401 MARVIN RD NE, STE 307 LACEY WA 98516 Property Information: Site Address: TAHOMA BLVD Owner: MARIJKE DEUTSCHER Assessor Parcel No.: 21724131001 Subdivision: Lot: Project Information: Project: SITE PLAN REVIEW Description of Work: ORIGINAL APPLICATION 20080243, EXPIRED. CONSTRUCTION OF A NEW CHILD CARE CENTER THAT WILL BE BETWEEN 8,500 AND 10,000 SF. PHASE I WILL INCLUDE CONSTRUCTION OF FRONTAGE IMPROVEMENTS ON BERRY VALLEY ROAD AND INFRASTRUCTURE ON-SITE TO SUPPORT THE CHILD Sq. Ft. per floor: First Heat Type(Electric, Gas, Other): Second Third Garage Basement Fees: Item Units Fees WATER ERU 2 $12,125.98 SEWER ERU 2 $12,788.00 SEWER INSPECTION FEE 2 $ 290.00 BUILDING PLAN REVIEW 0 $3,645.68 , WATER METER(COMMERCIAL) 0 $ 650.00 STATE BUILDING FEE 1 $ 4.50 TRAFFIC FACILITIES CHARGE 0 $36,680.00 BUILDING PERMIT CONSTRUCTION VALUE 1,208,464 $5,951.85 LONGMIRE ST SIGNAL 35 $4,802.00 93RD REALIGNMENT 35 $11,293.80 COATES EXTENSTION 35 $2,207.10 TOTAL FEES: $90,438.91 PAYMENTS MADE: $- 3,645.68 BALANCE DUE: $86,793.23 I � Cit� af Y�lm (36 ) 458-3244 REC#: 00187524 2/19/2015 12:04 PM QPER: CO TERM: 001 REF#; 15027 PAID BY: TRAN: 33.0000 BUILDING PERMITS 20110166 86,793.23CR YELM pAYCARE CENTER TAHOMA BLVD BLD-CQM1 $6,793.23CR TENDERED: 86,793,23 CHECK APPLI�D: 86,793.23- GHANGE: 0.00 �o� t"�o,� City of Yelm Permit No.: 20110166 � � � Community Development Department Issue Date: 3/30/2077 d � (Work must be completed within 180 days) Building Division Phone: (360)458-8407 L "'�""'"`T°" Fax: (360)458-3144 Applicant: Name: YELM DAYCARE CENTER Phone: 360-402-6871 Address: 1401 MARVIN RD NE, STE 307 LACEY WA 98516 Property Information: Site Address: TAHOMA BLVD Owner: MARIJKE DEUTSCHER Assessor Parcel No.: 21724131001 Subdivision: Lot: Contractor Information: Name: YELM DAYCARE CENTER Phone: Address: MARIJKE DEUTSCHER 1401 MARVIN RD NE, STE 307 LACEY WA 98516 Contractor License No.: Expires: 0/00/0000 Project Information: Project: SITE PLAN REVIEW Description of Work: ORIGINAL APPLICATION 20080243, EXPIRED. CONSTRUCTION OF A NEW CHILD CARE CENTER THAT WILL BE BETWEEN 8,500 AND 10,000 SF. PHASE I WILL INCLUDE CONSTRUCTION OF FRONTAGE IMPROVEMENTS ON BERRY VALLEY ROAD AND INFRASTRUCTURE ON-SITE TO SUPPORT THE CHILD Sq. Ft. per floor: First 9502 Heat Type (Electric, Gas, Other): Second Third Garage Basement Fees: Item Contractor Fees CIVL CIV YELM DAYCARE CENTER $ 72.50 MECHANICAL YELM DAYCARE CENTER $ 47.50 PLUMBING YELM DAYCARE CENTER—3/05/2015 �� • $ 258.00 SITE YELM DAYCARE CENTER $1,262.50 NEW COMMERCIAL BUILDING YELM DAYCARE CENTER $90,438.91 TOTAL FEES: $92,079.41 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition, all covenants, easements and restrictions of r cord. If applying as a contrac r, I further certify that I am currently Final Inspection: registered i t tate of 1Nas i gton. ,��^ `` Date: Signature Date J By: Firm Cit o� yelm (36�) 458-3244 �15 2,38 PM 00188501 3JU51� REC#� �ERM: 001 OPER� 1�029 REF#: PAID �'�� PERMITS ��.0�00 BUILD 25a�00CR �fRAN�0110166 CENTER VELM aABLVD� TANOMA 25g,00CR p� CHECK 258.00 �fENDERED: 258,00- APPI-IED� _----0 OQ uHANGE: CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: ;�� p%�� CS�� d � /��rr�''�11�s�rParcei#: ��/ � L�� C� f Zoning; C - / Current Use:��C�r�,f�„� Proposed Use: C��d��,�� -�c �a-� � �'New Construction ❑ Re-Model/ Re-Roof/Tenant Improvement ❑ Plumbing ❑ Mechanical ❑ Fire Prevent/Suppress/Alarm ❑ Other Project Descriptio lScope of Work: [ !rn S f z� c.7��-� a � C�'��v C a�'� 1� �"c K '-r��°` / �. Project Value: � �� C��O Building Area (sq. ft) Parking Garage 1�` Floor/�2�d Floor 3�d Floor Building Height �/� Are there any environmentally sensitive areas located on the parcel? �� If yes, a completed environmental checklist must accompany permit application. BUILDF(VG OWNER/TENANT[V E: �rr�' ��c rK x� t✓ ADDRESS �y0/ �)c�✓v,'�� /t/f� ��3a�-2s'y EMAIL .r� r�i�✓ y.7/�� eG,.�c'atJ�'i��7` CITY ��t c� Y STATE�ZIP 9�'s°/,� TELEPHONE 36U �%01-� S7� AFtCNITEGT/ENGINEEEt � � ,..ra�� LICENSE# .S" -�T-2 4 ADDRESS EMAIL CITY C;� �y�� STATE�ZIP �'jkj%' TELEPHONE `� D �U/` `/U�.S-' GENERAL CONTRACI'4R D�l�V �v ��n r� TELEPHON ` O � ° �� 7/ u ADDRESS /y�/ �11�,-�.%, Ic'� /1/E S� 1'o7-1J's' EMAIL c �1 �n� 5iZ/J�%�'u,7� �a sf�»7`' CITY�GI� �i STATE G�v/� ZIP�,5�%6 FAX �/G �-/-3 �" L`.Z Z O CONTRACTOR'S LICENSE#D�.,,�OFVk,D9�"/kf' EXP DATEs/s�CITY LICENSE# PLUMBtNG CONTRACTOR r'/s'-F� r.'��, .o,�.� / TELEPHONE iC O6 ��Z "�Cl 9� ADDRESS g/� S� .3,� � '` Sf' EMAIL CITY f-c��r,-n/ LL'�� STATE �/� ZIP � �JC�3 FAX CONTRACTOR'S LICENSE# ' ` EXP DATE �sCITY LICENSE# MECHANICAL CONTERACTOR o1� �� -� �. TELEPHONE ��C� �-S 5'-y7C� � ADDRESS � �"�� //�t�'�� EMAIL CITY C">%' � ?�� STATE�ZIP�FAX CONTRAC OR'S LICENSE# /fG�Tj�/l�'llDy'��} EXP DATE " `CITY LICENSE# Copy of City Mitigation documentation(TFC). I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above d cribed property will be in accordance with the laws,rules and regulations of the State of Washington and the City . Ye . � � � � ` _ � C �� O � s� Applica t's Sign ure Date Owner/Contra to I Owner's Agent/Contractor's Agent/Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days �'' � � � �' �,"' JA N 0 2 2015 � �,�� (360) 458-3835 105 Yelm Ave W (360) 458-3144 FAX Yelm, WA 98597 www.ci.yelm.wa.us �''�of THEp,� City of Yelm Permit No.: 20110166 � � �� Community Development Department Fee Calculation Worksheet Building Division Phone: (360)458-8407 LM b�'»`T°� Fax: (360)458-3144 Applicant: Name: YELM DAYCARE CENTER Phone: 360-402-6871 Address: 1401 MARVIN RD NE, STE 307 LACEY WA 98516 Property Information: Site Address: TAHOMA BLVD Owner: MARIJKE DEUTSCHER Assessor Parcel No.: 21724131001 Subdivision: Lot: Project Information: Project: Building Permit Description of Work: Construct 9436 square foot Childcare and Pre K School Sq. Ft. per floor: First Heat Type(Electric, Gas, Other): Second Third Garage Basement Fees: Item Units Fees BUILDING PLAN REVIEW 0 $3,645.68 BUILDING PERMIT CONSTRUCTION VALUE 1,093,915 $5,951.85 TOTAL FEES: $ 9,597.53 PAYMENTS MADE: $ 0.00 BALANCE DUE: $ 9,597.53 Cit� of Y�lm (36 ) 458-8402 �� R E P R I NT R E C E I PT***** REC#: U0181825 1/02/2015 11 :37 AM OPER: CO TERM: 001 REF#; 15011 TRAN: 33.0000 BUILDING PERMITS 20110166 3,645,68CR YELM DAYCARE CENTER TAHOMA BLVD BLD-COM1 3,�45.68CR �fENDERED: 3,645.68 CHECK ,'�U�'! I�ii; 3,b45.68- l.a�ti�U 4. .._._.._,_..�....___..�.44 - - — 420 College St SE ' ' ' ' = � Lacey,WA 98503 Account Number Billing Date Due Date www.ci.lacey.wa.us 105859-956 03/22/2013 04/19/2013 Billing Inquiries:(360)491-5616 or �pF��j� utilitybilling@ci.lacey.�va.us � � � Kee�� «ur Family Safei • Avoid using products labeled PC�15C�(�, I��ILJJ�JI��L�I�IJ��II��I��II��I�LI�JI��II��LII DANGER, WARNING c�r CAUTION. MARIJKE DEUTSCHER • Disf�ose of motor oil, fertilizc�rs, cleanin�; 1401 MARVIN RD NE supplies, propane tanks, fluorescent li�;ht LACEY WA 98516 .�''�` bulbs ancl more frce of charge <�t Hazo 37 House. Visit www.co.thurstan.wa.us/ sol idwasie/hazardous/f�az-h�me.htm, or call (360} 867-2491, for information. o- � � SERVICE ADDRESS: 7503 PACiFIC AVE SE METER# 16608256 SERVICE FROM 02/17/2013 TO 03/18/2013 PREVIOUS READ 84,216 CURRENT READ 85,550 USAGE 1,334 DAYS 29 WR NONRESIDENT BASERATE 14.19 WR WATER CONSUMPTION 2�.43 YOUR WATER USAGE IS CUBIC FEET. 1 CF=7.48 GALLONS. UTILITY TAX 2•50 YOUR WATER USE FOR THIS BILLING PERIOD WAS UTILITY TX-FIRE SUPP 2•51 9,978.32 GALLONS. TOTAL CURRENT CHARGES 46.63 PREVIOUS BALANCE 82•$$ RECEIPT AMOUNT -213.92 ADJUSTMENTS 0.00 AMOUNT DUE THIS STATEMENT 84.41 CR CREDIT BALANGE DO NOT PAY i0000 f �ik�`,��,�*Y��V��v 4;7 �. . 4- y 5 k`� �' 8000 4� '3 ,�' - � ' f' %4�¢ � k �:�� $t�'� ."�� .�� ; r� �`�u�� '�"`� �,� "m�� ' ,� '�'� _�� ,� s��"�� ;��, 6000 �' �, �, ��s� 4000 2000 � -1 � �. G Q '� J C, a 0 Q- �e-�' e?' ��P .� �J Q� Gti � o �w ,e� �� ,P PLEASE RETURN THIS PORTION WITH YOUR PAYMENT. MAKE CHECK PAYABLE TO CITY OF LACEY. AMOUNT DUE NONE ACCOUNT NUMBER: 105859-956 SERVICE LOCATION: 7503 PACIFIC AVE SE BILLING DATE: 03/22/2013 $ is enclosed as a donation to"Lacey's Utility Assistance Fund" DUE DATE: 04/19/2013 ��i�n�ii�i��n��n�i�i��n��ini�i��i�i��ini��) MARIJKE DEUTSCHER City of Lacey 1401 MARVIN RD NE P.O. Box 90025 LACEY WA 98516 Bellevue, WA 98009-9025 � ' , 1 1 � STRUCTURAL CALCULATIONS For Stepping Stones Children's Center � Lateral and Vertical Design June 12, 2013 � Project# 201395 1 1 �1 � By � PRECISE ENGINEERING 1NC. � HAROLD HAHNENKRATT, P.E. � �, �q�. H.�#��,,�� 1 �3 Ok �t 4 y� .�. � -�- �� „ ;� �O�►� �� v� : � — ,o - ,�': w . 1 � 3•, i75� �'� �� `s�`�e�s��a�`�� ONAL � � , �, , �j� �/� � RECJEIVED � JUN �'4 2013 � �'�; � � � i � � ii � ii � - ' � I I I I I I I I 1 I � f - -_- lll- - - - -11- --_- - - _ � � ► � � � � � � , � � - _ - � III I � _ _ - � I I I I I 1 I � - - I I � - _ � I I I 1 I I i - - � � � � � _ - - � � � � � � � � � �-- - _ _ � - - -_ - - - ------- � a � � � ' � � , � -�� I � ------- - � _ � � � � I � � � � � � � ; ; � e ,� � � - �-----�--- � Title Biock Line 1 Project Title: You can changes this area Ef1�If1EE�: Project ID: using the"Settings"menu item Pro�ect Descr: and then using the"Printing& � Title Block"selection. ' Title Block Line 6 ��m�a ia�u�;zo»,ioaor�.r.� -----_ ___ _ --------- -- --- - -_ - --�. rMU�tl le Sim �@ B@8111 File=C:1DOCUME-11HAROlD-11MYOOCU-11ENERCA-11KIDSKA-i.EC6 � p p ENERCALC,INC.1983 2013,Bwld:6.13.52,Ver.6.13.5.2 �,�� s�a�:o� ��.. , ..,; ;< _ .. _ � Description : Roof Framing ___ __ _ ___ _________�____ __ Wood Beam Design : A Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 � - -- ---_ -- - ---- BEAM Size : 5.5x18, GLB, Fully Unbraced Using Allowable Stress Design with 20091BC&ASCE7-05 Load Combinations, Major Axis Bending Wood Species: DF/DF Wood Grade: 24F-V4 Fb-Tension 2,400.0 psi Fc-Prll 1,650.0 psi Fv 265.0 psi Ebend-xx 1,800.0 ksi Density 32.210 pcf � Fb-Compr 1,850.0 psi Fc-Perp 650.0 psi Ft 1,100.0 psi Eminbend-xx 930.0 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 k/ft,8.0 ft to 24.0 ft,Trib=15.0 ft Point: D=0.90, S=1.50 k@ 8.0 ft � Unif Load: D=0.0->0.0940, S=0.0->0.1560 k/ft,0.0 to 8.0 ft I Design Summarv �, Max fb/Fb Ratio = 0.714: � p o.o,o.osao s o.0,o.�5so��Y�� D(0.2250)S(0.3750) fb:Actuai: 1,854.85 psi at 11.600 ft in Span#1 j � • • • � �_ � T_� I � Fb:Allowabie: 2,596.77 psi � , -- � Load Comb: +D+S+H , Max fv/FvRatio= 0.326: 1 � ` �i 24.0 ft, 5.5x18 fv:Actual : 99.37 psi at 22.560 ft in Span#1 ii Fv:Allowable: 304.75 psi � � � Load Comb: +D+S+H Max Deflections Max Reactions (k) D L �r S w E H Downward L+Lr+S 0.613 in Downward Total 0.980 in Left Support 2.09 3.49 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 2.78 4.64 Live Load Defl Ratio 470 >240 Total Defl Ratio 293 >240 � Wood Beam Design : A Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 5.5x13.5, GLB, Fully Unbraced Using Atlowable Stress Design with 20091BC&ASCE7-05 Load Combinations,Major Axis Bending � Wood Species: DF/DF Wood Grade: 24F-V4 Fb-Tension 2,400.0 psi Fc-Prll 1,650.0 psi Fv 265.0 psi Ebend-xx 1,800.0 ksi Density 32.210 pcf Fb-Compr 1,850.0 psi Fc-Perp 650.0 psi Ft 1,100.0 psi Eminbend-xx 930.0 ksi Applied Loads � Unif Load: D=0.0150, S=0.0250 klft,Trib=6.250 ft Desiqn SummaN Max fb/Fb Ratio = 0.484• � � D(0.09375)Si0.1563) fb :Actual: 1,292.93 psi at 12.000 ft in Span#1 ; ' Fb:Allowabfe: 2,672.56 psi � � Load Comb: +p+g+H i -- ------ Max fv/FvRatio= 0.180: 1 24.0 ft, 5.5x13S ` I fv:Actual: 54.95 psi at 22.880 ft in Span#1 I, Fv:Allowable: 304.75 psi I i � Load Comb: +D+S+H Max Deflections Max Reactions (k) D L Lr S w E H Downward L+Lr+S 0.578 in Downward Total 0.924 in Left Support 1.13 1.88 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 1.13 1.88 Live Load Defl Ratio 498 >240 Total Defl Ratio 311 >240 Wood Beam Design : C � Calculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 � Fb-Tension 875 psi Fc-Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-xx 470 ksi �plied Loads Unif Load: D=0.0150, S=0.0250 k/ft,Trib=5.0 ft � Design Summarv ; D(0 0750)S(0 1250) Max fb/Fb Ratio = 0.580• � � fb :Actual: 581.82 psi at 5.000 ft in Span#1 � Fb:Allowable: 1,003.48 psi � ' �oad Comb: +p+S+N � C�� Max fv/FvRatio= 0.164: 1 �= fv:Actual: 32.00 psi at 9.400 ft in Span#1 �o.o n, sXa � Fv:Allowable: 195.50 psi I _� Load Comb: +D+S+H Max Deflections � Max Reactions (k) D L Lr S W E H Downward L+Lr+S 0.112 in Downward Total 0.180 in Left Support 0.38 0.63 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.38 0.63 �ive Load Defl Ratio 1066 >240 Total Defl Ratio 666 >240 � � Titie Block Line 1 Project Title: You can changes this area En9ineef: Project ID: using the"Settings"menu item Pro�ect Descr: and then using the"Printing& � Titie Block"selection. Title Block Line 6 u„�r�d�it i��N,��,io ,oar,i ,. —__. _.._,__ _._..._T .._.____ ___----.._.....____�.. _._..________._._�.---.__.__--,-----___--- _.- - --, ' MU�tI le Sim I@ B@ai'Yl file-C:IDOCUME-11HAROLD-11MYDOCU-11ENERCA-tIKIDSKA-1.EC6 p p ENERCALC,INC.1983 2013,Build:6.13.5.2,Ver:6.13.5.2 � —_�a� �--- i��1.,°�— — �. �— � . . -- --- —� ---�- �-- � — . Wood Beam Design : D Calcu�ations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fu�ly Unbraced Using Allowable Stress Design with ASCE 7-05 Load Combinations, Major Axis Bending Wood Species: Douglas Fir-Larch Wood Grade: No.2 Fb-Tension 875.0 psi Fc-Prli 600.0 psi Fv 170.0 psi Ebend-xx 1,300.0 ksi Density 32.210 pcf Fb-Compr 875.0 psi Fc-Perp 625.0 psi Ft 425.0 psi Eminbend-xx 470.0 ksi Applied Loads Unif Load: D=0.0150, S=0.0250 k/ft,Trib=5.80 ft Design Summary � oro.oa�o�s�o.�aso� ' Max fb/Fb Ratio = 0.873• � I .T—�-T-_—= - �-� -_-- � ' � fb :Actual: 674.91 psi at 5.000 ft in Span#1 i - - -- -- Fb:Allowable: 1,003.48 psi ' Load Comb: +D+S+H , Max fv/FvRatio= 0.190: 1 I � - ' � fv:Actual: 37.12 psi at 9.400 ft in Span#1 '� io.on, sxa Fv:Allowable: 195.50 psi �oad Comb: +D+S+H Max Deflections Max Reactions (k) D � Lr S W E H Downward L+Lr+S 0.130 in Downward Total 0.209 in Left Support 0.44 0.73 Upward L+�r+S 0.000 in Upward Total 0.000 in � Right Support 0.44 0.73 �ive Load Defl Ratio 919 >240 Total Defl Ratio 574 >240 Wood Beam Design : E Caiculations per 2005 NDS,IBC 2009,CBC 2010,ASCE 7-05 BEAM Size : 6x8, Sawn, Fully Unbraced � Using Allowable Stress Design with ASCE 7-05 Load Combinations,Major Axis Bending Wood Species: Dougias Fir-Larch Wood Grade: No.2 Fb-Tension 875 psi Fc-Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi Density 32.21 pcf Fb-Compr 875 psi Fc-Perp 625 psi Ft 425 psi Eminbend-xx 470 ksi Applied Loads � �, Unif Load: D=0.0150, S=0.0250 k/ft,Trib=28.0 ft Desiqn Summal y , oro azo,s,c�o; Max fb/Fb Ratio = 0.811 : � `---------._s.—______�--------*--- ------� ,' � fb:Actual: 814.55 psi at 2.500 ft in Span#1 ', _ __ Fb:Allowable: 1,004.90 psi '_ � Load Comb: +D+S+H ' � � � .� � ' Max fv/FvRatio = 0.392: 1 U � fv:Actual: 76.70 psi at 4.383 ft in Span#1 '! ' Fv:Allowable: 195.50 psi e.oe, sxa : � Load Comb: +D+S+H Max Deflections Max Reactions (k) D L Lr S W E H Downward L+Lr+S 0.039 in Downward Total 0.063 in Left Support 1.05 1.75 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 1.05 1.75 Live Load Defl Ratio 1524 >240 Total Defl Ratio 952 >240 � � , � r r � � Title Block Line 1 Project Title: You can changes this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& � Title Block"selection. Title Block Line 6 a��, . �:�urv.oi�,aa�F:; �-- ---_-----------_--- - - -------._. --- --- - --- ---- - --- ' St@eI COIUf11C1 File=c:IDOCUME-tIHAROID-11MYDOCU-1\ENERCA-11KIDSKA-1.EC6 � ENERCALC,INC.1983-2013,Build:6.13.5.2,Ver.6.13.52 � � ��' i.,B�d:4' . - . . Description: Back Covered Play area post Code References � Calculations per AISC 360-05, IBC 2009,CBC 2010,ASCE 7-05 Load Combinations Used :ASCE 7-05 General Information - - - --- ---_ -- � Steel Section Name: HSS6x6x1/8 Overall Column Height 10.0 ft Analysis Method: Allowable Strength Top&Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade Brace condition for deflection(buckling)along columns: � Fy:Steel Yield 46.0 ksi X-X(width)axis: E:Elastic Bending Modulus 29,000.0 ksi Fully braced against buckling along X-X Axis Load Combination: ASCE 7-05 Y-Y�depth)axis: Fu ly braced against buckling along Y-Y Axis � Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included:98.504 Ibs'Dead Load Factor AXIAL LOADS... Beam B:Axial Load at 10.0 ft,D=1.130,S=1.880 k � Beam A:Axial Load at 1 D.0 ft,D=2.090,S=3.490 k BENDING LOADS... Lat.Point Load at 10.0 ft creating Mx-x,W=0.4440 k � DESIGN SUMMARY _ Bending 8�Shear Check Results PASS MaY.Axial+Bending Stress Ratio = 0.4612 :1 Maximum SERVICE Load Reactions.. Load Combination +p+W+H Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are... Top along Y-Y 0.0 k Pa:Axial 3.319 k Bottom along Y-Y 0.4440 k Pn/Omega:Allowabie 74.371 k � Ma-x:Applied -4.440 k-ft Maximum SERVICE Load Deflections... Mn-x/Omega:Allowable 10.116 k-ft Along Y-Y 0.5661 in at 10.Oft above base for load combination:W Only Ma-y:Applied 0.0 k-ft Mn-y/Omega:Allowable 10.116 k-ft Along X-X 0.0 in at O.Oft above base � for load combination: PASS Maximum Shear Stress Ratio= 0.02049 :1 Load Combination +p+W+H � Location of max.above base 0.0 ft At maximum location values are... Va:Applied 0.4440 k Vn I Omega:Allowable 21.671 k � Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location D Only 0.045 PASS 0.00 ft 0.000 PASS 0.00 ft � +D+L+H 0.045 PASS 0.00 ft 0.000 PASS 0.00 ft +D+Lr+H 0.045 PASS 0.00 ft 0.000 PASS 0.00 ft +D+S+H 0.117 PASS 0.00 ft 0.000 PASS 0.00 ft � +D+0.750Lr+0.750L+H 0.045 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L-�.750S+H 0.099 PASS 0.00 ft 0.000 PASS 0.00 ft +p+W+H 0.461 PASS 0.00 ft 0.020 PASS 0.00 ft +D+0.70E+H 0.045 PASS 0.00 ft 0.000 PASS 0.00 ft � +D+0.750Lr+0.750L+0.750W+H 0.351 PASS 0.00 ft 0.015 PASS 0.00 ft +D+0.750L+0.750S+0.750W+H 0.379 PASS 0.00 ft 0.015 PASS 0.00 ft +D+0.750Lr+0.750L+0.5250E+H 0.045 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+0.5250E+H 0.099 PASS 0.00 ft 0.000 PASS 0.00 ft � +0.60D+W+H 0.452 PASS 0.00 ft 0.020 PASS 0.00 ft ' +0,60D+0.70E+H 0.027 PASS 0.00 ft 0.000 PASS 0.00 ft , � Title Block Line 1 Project Title: You can changes this area En�ineer: Prolect ID: using the"Settings"menu item Pro�ect Descr: and then using the"Printing& � Title Block"selection. Title_BlockLine6..____---------_ .__-----��__.�_.----- N-��ea �s�uNaoi, caaur.�. _ _ - --__ ________--- _..------------ --- - - __ I!, St@@I COIUIl1C1 Ftle=c:1DOCUME-11HAROLD-11MYDOCU-11ENERCA-11KIDSKA-1.EC6 ENERCALC,INC.19832013,Build:6.i3.5.2,Ver6.13.5.2 � ��.. t:i d:l' . ..� . - . ��..a . _ -�.a. . DesCription: Back Covered Play area post Maximum Reactions-Unfactored Note:�nly non-zero reactions are listed. � - X-X Axis Reaction - Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only k k 3.319 k S Only k k 5.370 k � W Only k -0.444 k k D+S k k 8.689 k D+W k -0.444 k 3.319 k � Maximum Deflections tor Load Combinations -Unfactored Loads _ _ _ __ - - - Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only O.00DO in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft � W Only 0.0000 in 0.000 ft 0.566 in 10.000 ft D+S 0.0000 in 0.000 ft 0.000 in 0.000 ft D+W 0.0000 in 0.000 ft 0.560 in 9.933 ft Steel Section Properties : HSS6x6x118 � Depth = 6.000 in I�c = 15.50 in^4 J = 23.900 in^4 S�c 5.15 in^3 Width = 6.000 in R xx = 2.390 in Wall Thick = 0.125 in Zx = 5.920 in^3 � Area = 2.700 in^2 I yy = 15.500 in^4 C = 8.030 in"3 Weight 9.850 plf S yy 5.150 in^3 R yy = 2.390 in � Ycg = 0.000 in � _ _ _ _ � __ Adeeo�Loads _ I �! ��'� ,�, � `' � � � �� ' r; �I ��a �� o'I 'I Load F � X o� �� _� �� w �� r{ 11 I ,j � L :j I �I '� � a jI " = i ! �� i � � �� I . . . i: I � �� L Y ' 6.00in �j Loads are total entered value.Arrows do not reflect absolute direction. � _._ __ __ _ __ _ _ _ _ _ _ _ _ _ ; � � � � Title Block Line 1 Project Title: You can changes this area En�ineer: Proiect ID: using the"Settings"menu item Pro�ect Descr: and then using the"Printing& � TitleBlock"selection. _ �:�te�.�3�uh��i� �a�F��^ Tltle._BIOCk Lme 6 .______ ---- .-- -- Fde=c:1DOCUME-11HAROLD-11MYDOCU–t\ENERCA-11KIDSKA-1.EC6 POIE.' FOOtlilg ECl'1�@CICi@Ci 111 SOI) ENERCALC,INC.1983-2013,Buiid,6.13.5.2,Ver:6.13.5.2 � .�� , ��.e��:�� + .��_,� . � ��,a °:-:;, �*< ,�s_�. . �� .a-�_ � � Description: —None-- __Code References___ _____ __ � Calculations per IBC 2009 1807.3, CBC 2010,ASCE 7-05 Load Combinations Used :ASCE 7-05 General Information � Pole Footing Shape Circular _ Footing Diameter............ 24.0�� '°^"�° Calculate Min.Depth for Allowable Pressures Lateral Restraint at Ground Surface � Allow Passive. . .. .............. 150.0 pcf Max Passive... ................ 1,500,0 psf Controlling Values � Goveming Load Combination: +p+Nl+{i Lateral Load 0.4440 k Moment 4.440 k-ft � Restraint @ Ground Surface Pressure at Depth Sal Sudace � Surface Lateral Restraint Actual 718.0 Psf '`" `` `— `� � `— � '- Allowable 723.19 Psf _ `L..; � � �i �. ?� �.� � ! � Surface Retraint Force __ 3,046.76 Ibs � �, � � �, � � �' � � � Minimum Required Depth 3.625 ft �" � �' ��..�� '— `— `- i`- � Footing Base Area 3.142 ft^2 _. _�J Maximum Soil Pressure 2.766 ksf Footing Diameter=2'-0• � Applied Loads Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load D:Dead Load k k!ft k-ft 3.320 k � Lr:Roof Live k k/ft k-ft k L:Live k k/ft k-ft k S:Snow k k/ft k-ft 5.370 k W:Wind 0.4440 k k/ft k-ft k � E:Earthquake k k/ft k-ft k H:Lateral Earth k k/ft k-ft k Load distance above TOP of Load above ground surface ground surface 10.0 ft ft � BOTTOM of Load above ground surface ft Load Combination Results r "' Forces@ Ground 5urface Required Pressure at Depth 5oil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(ps� Ailow-(ps� Factor �' +D+S+H 0.000 0.000 0.13 0.0 18.8 1.000 +p+W+H 0.444 4.440 3.63 718.0 723.2 1.330 � +D+0.750L+0.750S+0.750W+H 0.333 3.330 3.38 621.2 673.3 1.330 +0.60D+W+H 0.444 4.440 3.63 718.0 723.2 1.330 � � ' � � SCOPE: Provide structural calculations for lateral and vertical design per the 2009 IBC. � LOADS AND MATERIALS � Roof Comp Roofing(2layers) S.Opsf Pre-engineered Trusses @ 24" oc 2.9psf � Roof Sheathing 1.Spsf Insulation 1.2psf 5/8" GWB 2.8psf � Misc. 1.Spsf Dead Load = 14.9»17psf Snow Load = 25psf � Wall: 2x6 Studs @ 16"oc Dead Load = l Opsf r � Floor: Attic Trusses Dead Load = 12psf Live Load = 40psf Plus Mechanical � Wind: 85 MPH Exp. B r Seismic: Site Class = D Design Category = D Use Group = I � R = 6.5,2.2 Cd = 4 � �o = 3 Soil: = 1500 PSF, Assumed bearing capacity � = 38 PCF, Assumed Active Fluid Pressure 350 PCF, Assumed Passive fluid Pressure = 0.45, Assumed Coefficient of Friction � = 110 PCF, Assumed Soil Density � Lumber: 2x > 4x = #2DF 6x > _ #1DF GLB = 24f-v4 for simple span � = 24f-v8 for cont. and cantilever. Concrete: flc = 2500psi �' Rebar = Grade 60 � � � . _ _. , � � LATERAL DESIGN � Wlnd Load111g: Simpiified(ASCE 7-05 Section 6.4) � ps = �Kn�WP53o Wind Speed s5 mph Exposure B � Roof Pitch 5:12 � _ � � Kn= � 1 = 1 ps30 = 10 (Roof) � 12.8 (Wall) ps= 10.0 (Roo� � 12.8 (Wall) � Seismic Design Category - Conterminous 48 States Latitude = 46.9461, Longitude = -122.62449 MCE MAP VALUES � Short Period Map Value - Ss = 117.3% g 1.0 sec Period Map Value - S1 = 37.3% g RESIDENTIAL DESIGN INFORMATION � Short Period Map Value - Ss = 117.3% g Soil Factor for Site Class D - Fa = 1.03 Residential Site Value = 2/3 x Fa x Ss = 80.6% g � Residential Seismic Design Category = D1 � Seismic Loading: Section 12.4,12.8 IaC Eh=pQh Qh=V p=1.3 � V= CSW CS=SoS/1.4R � E=(1.3Sps/1.4R)W $ps 0.806 � R = 6.5 (Wood Shear Wall) R = 1.5 (Cantilever Column) V= 0.115 Wt. (Wood Shear Wall) V= 0.461 Wt. (Cantilever Column) � . ' � o a o o � O O � � � � � � � � O O � � o � � � � O -� � O � � O � � O � � � � ❑ � � O � � � � � � � o � � � � � � � �--- � � � 0 � � � � � � 0 0 � � � �.. � o 0 � n !' a o 0 0 �� '� � � � . � � One Sto Wind to Diaphra m rY 9 Wind � Main Plate Height 10 Roof 10 Walls 12.8 � Diaphragm � Roof Ht. Gable Ht. Wind Load Length Total Load 1-2 Roof 0 3.5 44.8 8.0 358.4 � 2-3 Roof 7 0.0 134.0 11.0 1474.0 � 3-4 Roof 11 0.0 174.0 35.0 6090.0 4-5 Roof 11 0.0 174.0 53.5 9309.0 5-6 Roof 11 0.0 174.0 54.5 9483.0 �, � 6-7 Roof 11 3.5 44.8 8.0 358.4 � SUM 27072.8 Roof Ht. Wind Load Length Total Load A-B Roof 5.5 0.0 71.0 25.0 1775.0 � B-C Roof 11 0.0 174.0 54.0 9396.0 �� C-D Roof 5.5 0.0 119.0 32.0 3808.0 � � �'�� SUM 14979.0 �� Q �}.y�- l'�� I�3�1�I�� 1� I � � � � � ��J'�i t� 1��1-� �►��l�rt �,y1 �'z�`� � �'a- I � Z�^�'`' Z��'� L . �� c� � � � . 1 �.,7 , ,� ��, h�� ; �i� � I�� `� , � , `�'� � �� '�� ` � � � �� r� � �,� `►�� %�� ' � � �;�, °�� - ,��.� �� _ � 1 � � � � o 0 0 0 0 0 0 0 0 � �� ti � � � � � � � � � II II II 11 II II II II II °� Q. n. a n a a n. a a � m m m c� cu ca m m co � U U U U U U U U U � �� ca � d O Z � o-°o a-°o a-°o � w � � o�°o (� y OJ � � N (O � � � N �. 11 � I� n � tf� 6� I� V � � � �t C'7 � � c- '�t � (O ct � � C �(O a0 CO O� 6� � � � O E � M N � � O M V� '�t � � O � � O CO N � � U'7 CO � � " N N (D CO � � <- C O t� � � � O tn � � � �N Lf� N N ' N N tf) 6j N M t1') 6) �Ci � � � oJ O � � Q V M rf co � C N � V � �,-� N I� 1� O � � r co v r� co ri r� e� N cfl � � c0 6� � o = V � � � � > � � ,�� CO � N 00 � CO N � N Q � M lf') (O I� 6> � V � c- <- C� 00 00 N � l!') � � � v o o � �n � � o 0 � � � r~i � � v � � a�o 0 s " C`') 1� Ch t7 V M 00 00 � � � � ��O O O O O O O � O C � O �t t0 � V' O O � � � J `� M � OD � Lf) M M � M � � � � � O O � � � O O O a � � � tn M 'V' � � V N Q � �'' M � Lf� N � M � � C�� O O O O � � O O � d' V V V N Q� O n- � M f� !� 1� V � N �- � V J C C `� N � O O O O O O O O O � � � O O O O O O O O O � C @ Q J �� > W 0 �p y fp � N M � tn CO h L.YI U � '� � � J .� N ri v �n co Q [0 U � a o U � � � � ��"" � tf7 N O t� O � � N 00 � � �, � O O O p O � O � O M O � O O O O O o0 O � O ti O � O O M O 1— � M t� 6� � N °� �p p� � N �B � O � O O O O O O O O O O O O O O O O O O O O O O O O O O O O � � � � 7 7 � � .:::.:�:::.;�::.:,�: .:� �::::� .�. ��:-.::: �...::::.::-��::.::::�:.::.>�.�::�:: �: :;.: �.... . ... .. . .::..:::.: .:::�..:. ...:.�:::.. .. . .:.:.: :::. .. . ..:::: � � N J � . . . . . . . . . . . .... .......... .......... .......... ........ . ....... ..... ......... ...... .... .... ...... .... ... ......... .. � � �. .. ... ....... .... ... ......... . . . ...... .. .. ..... ......... ..... .. � � W Z J � � � N � � � N O t� O � � N �O '� � Q � O O O � O � O � O � O � O O O O O N O � O � O � O O c'7 O O `— M f� � � N � � � � N J � � � � � � � � : ::::::.. _. . ::;::..: :.:: ::.: :.........::.: :.:: ._..:: . ::::::.. .. ::;; :.::::: :. .::: ::::..::_ .::.; � lfl Lf') �' d" �' � tl) tC) ct' � Q"' O O � d> j M (h r c- � ... .:;::... �:��.�::::: �:::.:..:: ....:.:.�::::. .:::.....: �.:. -.:::. �.. �:::::::: �:.::::: �:. �:::.�:.:::�.:.:. ��. :: ::::�::::. ::::::::: � � � � � � . . . . . . . - . . - . . � � � �„ C'') CO CO i � � N M �h � CO Q Cfl U � �" C J �; � I � � TYPICAL SHEAR WALL NOTES Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double � and 3x plates spaced as shown on the drawings. AB's shall have 7"of embedment into footing,shall be centered in the stud wall, and shall project through the bottom plate of the wall and have a 3x3x1/4 plate washer. At existing foundation use 5/8" diameter Simpson Titen HG bolts with � minimum of 4" embedment into the existing concrete. All wall sheathing shall be 1/2" CDX plywood, 5/8" T1-11 siding, or 7/16" OSB with exterior � exposure glue and span rated"SR 24/0"or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. � All nails shall be 8d or l Od common(8d common nails must be 0.13 2 inch diameter, Senco KC27 Nails are equivalent. If l Od common nails are called for the diameter must be 0.148 inches, Senco � MD231�Tails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. � Hold downs are Simpson"Strong Tie"and shall be installed per the manufacture's recommendation. Equivalent hold downs by United Steel Products Company"Kant-Sag"that have ICBO approval can be substituted in place of Simpson hold downs. All floor systems must be blocked solid below � member that the hold down is attached to. This block should be equal to or larger than the member the hold down is attached to and be placed as a"squash block". � All double and triple studs shall glued and nailed together with l Od's at 3" o.c. for each layer. A114x studs are to be#2 DF and all 6x studs are to be#1 DF when used for hold downs and shear walls. � All fasteners in contract with pressure treated lumber shall be zinc coated in accordance with ASTM B 695,Class 55 minimum. Fasteners exposed to weather must meet the requirements � of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being � used. See Section 2304.9.5 of the 2009 IBC for additional information. � ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. � NOTE.• MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. � SHEAR WALL SCHED ULE �-=--a sheathing nailed with l Od's at 6" on center all edges. � i f , � HOLD DOWN SCHED ULE It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all � structural framing. Anchor bolt to be located nearest the corner or opening at the end of the shear wall. All foundation vents to be a minimum of 12"off centerline of the anchor bolt on either side. Holdown stud to be coordinated with shear wall panel edge framing � requirements. Larger stud size controls * For holdown anchor bolt embedment greater that foundation depth, thicken footing � for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear below the bottom of the anchor bolt. Provide(2) additional #4 x 3'-0"pieces of longitudinal rebar at this location. � OHDZI2 attaches to concrete foundation with a Simpson SSTB 16. HDU2 attaches to � double 2x studs or 4x or 6x stud with (6) Simpson SDS 1/4 X 3 Wood Screws in wall above. � r r �c r i � 1 � 1 I I . � � w w w � 3 � n n o � � o 0 0 o a Q Q Q a Ur� v � � = c I � �V\c'J N � � O � V � � v� � — lf1 M aD m a — � ° o 0 o H � � ro c� >� N N > N � L � � O O .-- V � � _ ^ O O V T Z � � � rn c� W �n N c� j CV � N O — � N (0 U c o 0 0 0 0 >' 3 v o cD cfl v m � � > � � N � � N t � � � >@ V � � � � � � > � � � N � � ,V '—^ — — — 'U � t[7 ln t!J � 7 O O .-- V �CJ O O (O I� @ cD o7 O) 7 � O t[7 cD M �' N I� I� (7 N � — U N c') V c0 v c") V tA N � t-- N N M N cD V c`� N N V 1n N � N (0 (6 @ t0 3 N � 7 � U CO N O O O O � cna �o � �o � i� � � � � Q v v a � `m �pmo� m � 22 2 2 � a� o � L = � ca � Q a � 0 o Q � � m m Q _ � U U w � o 0 0 0 �tl = � �— � � N .— � � O [O I� > � � � � N I� c`"J N N c�"J N � — L O O O O � @ O O O O � _ � � L � @ � O O O p > CO CO a0 c7 � � > M N N N 2 N II �� II � @ t L L a �, a� � '� = = x � � � r o � o p � o LL LL LL � � � N C � � N (''J � � � �� x � � W N �" @ O — � r �' "' Q � N � O O � �., U � N � ai i�` 0] N N N� tn O O � � � O � � O Q) � � N L � � V II II II � _ _ _ = O O O O O O � � � � � ltJ r N O h O X X X X � � � � O O� O �� N N M c`') O W f� f� M � V c`� I� W � N 16 N N Q 0 � 0 � � � � � � \ W` � N � � � � J � � >� N C`') V �A CO � > � � � www � _ u a n o � � � O U O V CO�D O = C C C � � 7 M N � � N �D O T@ N � 'O 'o 'O O � I� V � V1 � O O O F- � N <p �C1 ma � � � � � � N cD o N — � M N Z � � 1� V � N � � O N � � U c o 0 0 m a°'i � o co cri v � O c� c%� � � ca � Otn °. o 0 � � N r � �• U w w ..-w .V tn tn uJ � � � � � Lf� O� t° 0000 �60 ;° � � a �n � � � — � co co rn a � c� c �n co � cD � rn U t� c� v cn U .- cD V c�] N N C � N m n�i m m m m 3 n�i > > > CJ [0 m o O o 3 (� a 'o � 'o �° (4 � = � � Q � V V V � m m co m m r = t� � J (0 � O O Q � I� N N a _ � � U U w � o 0 0 � � ~ E � O �J O N � U � W � d � n � > � � `- C — L � o � V o 0 0 � � o 0 0 2 � L � @ O O O � F > ln U7 N � d II �� II d � L � � � � � _ _ ///(((...��^^^ � � � � � O � 0 p � O lL ,D � � N C � � N M � � x � O O � � � � � � O — M � T > N U a lv N O O � U � N N � � � 0 O7 O � O O CO N N N � � � N n � O m r � r II II II � U �: � � � � � Q O O O � J � r W O N N t� ch p� I� f� 6) N !9 @ @ N � � 0 � � N N N � N a' Q' Q' Q' � � ln r tn J @ Q m V � � � ' • • - • � • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings inGuding R2&R3 over 3 stories and all R' Re��sedocc2ois Pro.ject Info Project Address TAHOMA BLVD sE, YELM WA Date 2/17/2015 For Building Department Use Compliance forms do not require a password to use. q licant Name: rraxi,7xa DEUxscx�x Instructional and PP calculating cells are Applicant Address: iaoi Maxvix xD sE #307-256, I,ACEY WA 98516 write-protected. Applicant Phone: s6o-aoz-ea�i Project Description �New Building ❑Addition ❑Alteration ❑ Change of Occupancy/Conditioning Complianee Path Q Prescriptive Q Component Performance Q Total Building Pertormance Selection required to enable forms. Occupancy Group ��mmercial 0 Group R-R2& R3 over 3 stories and ali R1 Selectron required to enable forms. Vertical Fenestration and To#al Vertical Gross Exterior Sliylight Area Calculation Fenesiration Above Grade %Vertical (rough opening} divided by Wall Area times 1�equals Fenestration If complying via the Prescriptive path, entervaluesforverticalfenestration, 774 .0 — 5238.0 skylights,gross walls and roof on this - X �� - �.4 •8° ENV-SUM worksheet. If complying via the Component Performance path,enter Gross Exierior these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 1 QO equals °fo Skyligh# These values auto-fill from ENV-UA and are write-protected on ENV-SUM. 0 .0 — 0.0 X �QQ = Vertical VER7IGAL FENESTRATION AREA COMPLIES Fenestration Area �enestration Area Compliance Skylighf Area Vertical Fenestration 0 5d°l,ar more of the floor area is within a daylight zone per C402.3.1.1 Alternates Q High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑Skylight area 3%or grea#er,VT-0.40 or greater Single Story Spaces ❑Skylight effective aperture 1°!0 or greater,provide calculation Requiring Skylights ❑space eligible tor exception Requiies a minimum of 50%of ftoo��a�a to be vrifhin a skytight daylight zone tor spac�frc space types.Reter to C402.3.2 for requirernents. ❑ Project has semi-heated spaces as defined per C402.1.4 ❑Applying wall exception to semi-heated spaces 1. Semi-heated spaces may comply under Prescriptive or Component Performance compliance Semi-Heated Spaces path. 2. Semi-heated spaces shall be documented separately from other conditioned spaces-provide separate compliance forms for each conditioned space type. 3.Envelope elements separating semi-heated from other conditioned spaces shall comply with exterior thermal envelope requirements. �Walk-in Cooler ❑ Walk-in Freezer ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Project includes more than one occupancy type and/or level of space conditioning.Multiple Mixed Oeeupaney and/or compliance forms may be required. Select all that apply to scope of project: Spaee Conditioning ❑ Commercial � R2&R3 over 3 stories and all R1 � Refrigerated Space ❑ Fully Conditioned ❑ Semi-Heated (� Low Energy` ❑ R2&R3-3 stories or less "Low energy areas are exempt from al!thermal envelope provisions and compliance forms for these areas are not required.Refer to C101.5.2 for exemption. - � • - - � • • � � • A 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all I RevisedOci2073 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration.Refer for Prescriptive Compliance to Tables C402.1.2,C402.2 and C402.3 in the 2012 WSEC for important foofnotes thaf apply to these tab/es. Refer to Section C402 for al/applrcab/e requirements that apply for each envelope element type and applicable exceptions "fablc C402.2��s�'� Table C402.1.2�otes 1,2 Prescriptive Path Insulation Minimum R-Valae Assembiy Maximum C(-factor Occupaocy Group All Other Group R AII Other Group B Opaque Elemcnts , Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. U-0.034 U-0.031 Metal Buildin (with R-3.5 thermal blocks)Nore s R-25+R-I 1 Ls R-25+R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 WaUs,Above-grade Mass R-9.5 c.i. R-13.3 c.i. U-0.104 Note 6 U-0.078 Metal Building R-13+R-13 c.i. R-13+R-13 c.i. U-0.052 U-0.052 Steel Framed R-13+R-lOc.i. R-19+R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 int R-21 int U-0.054 U-0.054 Below Grade Wa[l Noce a Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38+R-10 c.i. R-38+R-]0 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab-On-Grade F[oors Unheated R-10 for 24 in.(from top of slab) F-0.54 F-0.54 Heated Noce 5 R-10 perimeter&under entire slab F-0.55 F-0.55 Opaque Doors Swinging No T2-Ualue for prescriptive compliance.' U-0.37 U-0.37 Roll-u or slidin K-4J� IZ-4.7� Tti'��U-Value for rescriptive coinpliaoce. Table C403.3-0-30%of wnll area,or Seetron Cd02.3.1.3 Hia/1 Performr�rrce 30%-�0°o per Seciio�a C4(12.3./.1 DLZ Fenestratio�e Option-0-40�o of ivatl area �euestratio h�r�s i,2 �E As�emblv Vlaximum U-factor Vertic¢!Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing(fixed) U-038 U-0.38 U-0.34 U-034 Metal framing(operable) U-0.40 U-0.40 U-036 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skyligl:ts Skylights U-0.50 [i-0.50 U-0.50 U-0.�0 Fenestration Assembty Maximum SHGC Factor vertica[Fenestration PF<02:all oricntations-SHGC-0.40 PF<02:all orientations-SHGC-0.3� 02<-PP<Q5:north-SHGC-0.44; 0.2<_PF<0.5:north-SfiGC-0.385; all other-SHGG0.48 all other-SHGG0.42 PF?0.5:north-SHGC-0.48; PF?0.5:north-SHGC-0.42; all other-SHGC-0.64 all other-SHGC-0.56 Skylights S HGC-0.3� S HGC-0.35 � Insulation Minimum R-Value Refrigerated Spaces Insulation Table C402S and C402.6 Assembly Maximum U-factor Freezers-Walk-irz aad Wareltouse Roof/Ceiling R-32 Wall R-32 Door R-32 No U-Valtae far prescriptive compliaijce Door-transparent reach-in triple-pane,heat-reflective treated or ga, Floor R-28 Coolers-Walk-in and Warel:ouse Roof/Ceiling R-25 Wall R-25 Door R-25 Door-transparent reach-in double-pane,heat-reflective treated& No U-Valuc f��r prescriptive complia3�ce� gas fill,or comply with freezer doar req. Floor No Requirement • • ' � ' • • • � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 8 R3 over 3 stories and all I Revised Oct 2013 Definitions: Ls=Liner system--A continuous membrane installed below the purlins and uninterrupted by framing members.Uncompressed,unfaced insulation rests on top of the membrane between the purlins.Refer to Section A 102.2.5.4. c.i.=Continuous insulation--Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04%of the opaque surface area of the assembly. int=Intermediate framing--Includes insulated headers,corners and interior partition wail to exterior wall intersections.Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2012 WSEC has footnotes applicable to specific information provided in the table.This footnote summary provides only abbreviated details from these foomotes. Refer to 2012 WSECfor complete footnote information. 1-Assembly descriptions can be found in Chapter 2 and Appendix A. 2-Use of assembly U-factors,Gfactors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. 3-For metal building roofs where using R-value compliance method,a thermal spacer block is required.Otherwise use the U-factor compliance method. 4-Where heated slabs are below-grade,below-grade walls shall comply with the exterior insulation requirements for heated slabs. 5-Heated slab F-factors shall be determined specifically for heated slabs.Unheated slab F-factors shall not be used. 6-Non-residential CMU walls may be eligible to use Table C402.1.2 U-factor if all provisions stated in applicable foomote are met.Refer to Footnote D in Table C402.L2 or Footnote C in Table C402.2 for eligibility requirements. 7-Roof,wall or floor assemblies required to have continuous insulation may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to Footnote F in Table C402.2 for eligibility requirements. End of Envelope Requirements Summary � � � • • � � � � � � � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 ProjectAddress TAHOMA BLVD sE, YELM WA Date 02/17/2015 Occupancy Group �Commercial Q Group R For Building Department Use FelleStl'atlOri ATCa as%gross above-grade wall area 14.8$ Max.Target: 30.0� Sl�ylight Area as%gross roof area Max.Target: 5.0� Vertical Fenestration Alternates: None Selected on ENV-SUM Prescriptive compliance of envelope assemb/ies may be accomplished by providing insulation R-values per Table C402.2 or U-factors/F-factors per Tables C-402.1.2 and C-402.3.A single project may comply via R-values for some envelope assemblies and U-factors/F-factors for others. Note compliance method taken for each assembly in spaces provided. U-Factor/F-Factor for Alternative Building Component R-Value for Prescriptive Compliance Prescriptive Compliance Alternate CI U-Factor Source Continuous R-Value (Appendix A,Chapter 3 Cavity Ins. Ins.(CI) (Table C402.2 Assembly table,or approved Provide page/plan#of assembly detail and ID. R-Value R-Value Footnote F)' U-Factor calculation method) Y �p,3/A8 Wall Section 49.p 49,p � a�i I D � ID: � � ID. ' I ' o m ID, ' , � � � ID � ID, I , L tD: � , � � ID: � ID: I �- ID: ' ' � a� � ID ' > � -a I D ', I a m ID � ', � m � ID �I � � ID',3/A8 21.0 I 21.0 I 3 °o ID' ' a � m �p : a � ID: !I � �� m ID: � ID, N Ip o� ��', �I a� °� , m� I D' C� I D: ' N ID:3/A8 10.0 10.0 m ID: ' ' o � ID ' II 0 LL =o I D', i m ID I �i ID: j Perim. Ins. Full Slab CI ' ' R-Value R-Value F-Factor ', F-Factor Source � �p,3/A8 10.0 � ,� 'i a� m a� `� �� -a a� �p ��, � m L �,;, rn � ' � � ID: ; ° � ID: ; �;�. a @ �,° �;, I �a �: — � ID: . . � " ' � = ID, �,,,�:,z� � ,, : Note 1-Calculations are required.Ratio of cross-sectional area of inetal penetration through otherwise continuous insulation shall be 0.04-0.08%. Note 2-Thermal spacer blocking and liner system are required for prescriptive R-Value compliance. Note 3-Intermediate framing is required for prescriptive R-Value compliance in wood-framed wall assemblies. Note 4-Proposed non-residential building CMU walls meeting Table C402.1.2 Footnote D requirements can enter the target U-value of 0.104. Note 5-Refer to Table C402.2,Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 6-Prescriptive slab-on-grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. � � � • • � � • � � � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over: Re��sed oct zois ProjectAddress TAHOMA BLVD ss, YELM WA Date 02/17/2015 Fenestration Area as%gross above-grade wall area 14.8$ Max.Target: 30.0� For Building Department Use Skylight At'ea as%gross roof area Max.Target: 5.0� Notes:1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of all applicable enve%pe elements will be calculated by the compliance form. Refer to Target Area Adjustment worksheet for this calculation. 2:Provide U-factor for the fenestration assemb/y,which is the combination of frame and glazing U-Factor/F-Factor for Alternative Bll1ICIlrig COrilpOrierit R-Value for Prescriptive Compliance Prescriptive Compliance Alternate CI U-Factor Source Continuous R-Value (Appendix A,Chapter 3 Cavity Ins. Ins.(CI) (Table C402.2 Assembly table,or approved Provide page/plan#of assembly detail and ID. R-Value R-Value Footnote F) U-Factor calculation method) ID:2/a6 �s rn� r�f ��3 ��*�,; C O � �K�i . �jTd \t1� �3 :. �. �o ID ; �� h ��'�� ' ID ��1, .�� '� �-��,,;y' I n ID�, .. � :,;, �� , = o ID o� � ID: I'i Solar Heat Gain Coefficient(SHGC) U-Factor for Prescriptive Compliance SHGC Projection Adjustment U-Factor Source factor(PF) Multiplier(if Assembly Assembly (NFRC,Appandix A,or (if applicable) applicable) SHGC U-Factor Chapter 3 table) � ID:A6 I 0.30 � ID: ,� � o ID: i ' z �p , ! � ID: I c � ° �X-- I D: �i '� - �° ID: ! c � ID: I� ' a� � a ID: ' m � I� _ ID. r m � � ID; � � �p c°�, ID, c m �p a�i I D � � �D w fn I D: � 2 ;� .�� i i I r a� X, :� � ��', o, T ID: �� ':3 I Y ~ I D � �, � ¢ ID y �� ;.. Note 1-SHGC Adjustment Multiplier based on calculated Projection Factor. Refer to Equation C4-2 Projection Factor Calculation and Table C402.3.3.1 for corresponding SHGC Multiplier. Refrigerated Spaces, Walk-in & Warehouse Coolers Notes R-Values for Prescriptive Compliance Prescriptive U-Factor not allowed. Walls Ceiling Doors Freezers � � ��g� �, � �g�u � � �. F� s � �. �,� �z3.�� ;',� � nN��,�;W�,�.��,,`�a,,,,x .��k;. ��,,,. ,,,� ,.. , .,,�,,, ,. ,.�, Walls Ceiling Doors Floor ' ��. �... • • � � � • � • � • � • � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 ProjectAddress TAHOMA BLVD sE, YELM WA Date 02/17/2015 Occupancy Group � Commercial Q Group R For Building Department Use Change in occupancy or space conditioning Q Note-Proposed UA may exceed Target UA by 10%per C101.4.4 and C101.4.5 FerieStPatlOri Al'Ca as%gross above-grade wall area 14.8$ Max.Target: 30.0� Skylight Area as%gross roof area Max.Target: 5.0� Vertical Fenestration Alternates: None Selected on ENV-SUM Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2:U-factors shall come from Appendix A, Chapter C303, or calculated per approved method as specified in C402.1.2. Building Component Proposed UA Target UA Provide source of U-factor,page/plan#of assembly detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) Y R=49 ID: 0.034 ' 9436 ' 320.8 0.034 9436 320.8 o R= ID: ' Above Deck Insulation U-0.034 R= ID: � � R= ID: 0.031 � 00 R= ID: Metal Building U-0.031 � R= ID: � R= ID: , 0.021 = R= ID: Single raft,attic,other U-OA21 � R= ID: � R=21 ID: 0.055 � 5238 288.1 0.055 5238 288.1 � R= ID: I Steellmetal frame U-0.055 a� g R= ID: ' o -a R= ID: I o.052 ¢ C0 R= ID: Metal Building U-0.052 N � R= ID: m � 0 R= ID: � 0.054 � o R= �� Wood Frame,other U-0.054 n � R= ID: O . R= ID: ! o.io4 � � R= ID: Mass Wall U-0.104 � R= ID: ' �? R= ID: 0.104 m o� R= ID: I Assumed to be Mass Wall U-0.104 °'� R= ID: m � , C9 R= ID: � R=10 ID: 0.031 m R= ID: Mass Floor U-0.031 o � R= ID: II � � R= ID: o.oz9 � @ R= ID: JoisUFraming U-0.029 LL R= ID: F-factor' x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) � R=10 ID: 0.540 480 � 259.2 0.540 480 259.2 � L R= ID: I , Slab-On-Grade U-0.54 �' � R= ID: 9 � R= ID: 0.550 � � R= ID: Heated 51ab-On-Grade U-0.55 = R= ID: *Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area UA Footnote D requirements can use the target U-value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal 15154 868 15154 868 Component Performance Compliance (UA) UA COMPLlES • � • � ' • � • • • � • � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over; Re��sed oct zoia ProjectAddress TAHOMA BLVD sE, YELM WA Date 02/17/2015 Fenestration Area as%gross above-grade wall area 14.8$ Max.Target: 30.0� For Building Department Use Skylight At'ea as%gross roof area Max.Target: 5.0$ Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2:Provide NFRC rated U-factor or default U-factor from Appendix A for the fenestration assembly thermal performance(combination of frame and glazing). 3:Fenestration that separates conditioned space from a non-conditioned or semi-conditioned Building Component Proposed UA Target UA Provide source of U-factor, page/plan#of assembly detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) a,�, U=0.37 ID:A6 DOOR SCHEDULE 0.370 231 � 85.5 0.37 231 85.5 �Q U= ID: �i Opaque Swing Doors U-0.37 U= ID: n.N U= ID: ' ' o.37 � � i, o Q U= ID: �� Opaque rollup&sliding U-0.37 � U= ID: m U=0.3 ID:A6 WINDOW SCHEDULE 0.30 , 774 232.2 0.30 774 232.2 � U= ID: ' Non-Metal Frame U-0.30 o U= ID: , Z U= ID: � U= ID: I 0.38 � w U= ID: , Metal Frame, Fixed U-0.38 `� '� U= ID: ', � a� c � U= ID: a� � a U= ID: 0.40 ' � °_ U= ID: Metai Frame,Operable U-0.40 r � � U= ID: , � U= ID: � U= ID: , o.60 c '� U= ID: , '� Metal Entrance Door U-0.60 aci U= ID: g U= ID: �, �, U= I D: ' o.5 0 a� a, T U= ID: ', All types U-0.50 Y ~ U= ID: � cn Q U= ID: I Area UA Area UA Page 2 Subtotal 1005 318 1005 318 To comply: Page 1 Subtotal 15154 868 15154 868 1)Proposed Tofa!UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. Total 1615 9 118 6 1615 9 118 6 Component Performance Compliance (UA) UA CtJMPLIES . • � ' ' • . . • lf vertical fenestration area exceeds maximum allowed per Section C402.3.1,then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatica//y ca/cu/ates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. /nformation shown in this worksheet is for reference only and is write-protected.Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. VF=Vertical fenestration NW=Net above grade wall(excludes fenestration and doors.) DR=Opaque doors Gross Exterior Above-Grade Wall Area=VF+NW+DR AG=Above- rade Proposed Areas Vertical Fenestration-> VF= 774.0 ��`� �s,z ;;,'�,�,,,, Opaque-> NW= 5238.0 DR= 231.0 Gross Exterior Max Vert.Fen.% Maximum Target AG Wall Area (C402.3.1) Vert.Fen.Area 6243.0 X 30.0� - 100 = 1872.9 i otai verncai Uelta Vertical txcess verucai Fenestration Maximum Target Fenestration � Fenestration 774.0 — 1872.9 = —1098.9 �;greater = —1098.9 Multiplier applied to all Total Vertical Excess Vertical Target Vertical Total Vertical Proposed Vertical Fenestration Fenestration Fenestration Fenestration Target VF Multipiier Fenestration Areas to 774.0 — = 774.0 — 774.0 = 1.00 calculate Target Vertical • Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Muit. Multiplierapplied to all 5238.0 + = 5238.0 — 5238.0 = 1.00 Proposed Opaque Above- Grade Wall Areas to UA Ad j ustments calculate Target Above- Vertical Fenestration Proposed Area Target VF Mult. Target Area Non-metal frame 774.0 X 1.00 = 774.0 Metai frame,fixed X = Metal frame,operable X = Metal frame,entrance door X — Target areas in shaded Above-grade Wall Proposed Area Target Net Wall Mult. Target Area boxes are applied to Steel Frame 5238.0 X 1.00 = 5238,p target areas on ENV-UA Metal Building = Wood/Other frame X = Mass X = _„ Sum of target above-grade Sum of Proposed 6012.0 Sum of Target 6012.0 wall and vertical fenestration areas are calculated to equal the sum ofproposed SHGC x A Adjustments Non-North Vertical Fenestration Proposed Area Target VF Mult. Target Area PF<0.2 X = 0.2<_PF<0.5 X = PF>_0.5 X = SHGC target areas in North Vertical Fenestration shaded boxes are applied to target areas on ENV- PF<0.2 X = SHGC 0.2<_PF<0.5 X = PF?0.5 X = • . • ' � � • • If skylight area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this SKY=Sk li ht NR-Net roof excludes sk li ht Gross Exterior Roof Area=SKY+NR Proposed Areas Skylight(Horizontal Fenestration)-> SKY= Opaque Roof -> NR= 9436.0 Gross Exterior Max Skylight% Maximum Skylight Roof Area (C402.3.1) Fenestration Area 9436.0 X 5.0� ,— 100 = 471.8 Tot�al Skylight Area Maximum Target Delta Skylight Area 0 Excess Skylight — 471.8 = —471.8 �;greater = —471.8 Total Skylight Area Excess Skylight Target Skylight Area Total Skylight Area Target SL Multiplier Multiplier applied to all -- Proposed Skylight Areas — — — - to calculate Target Skylight Area Net Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mult. 9436.0 = 9436.0 — 9436.0 = 1.00 Multiplierapplied to all + • Proposed Opaque Roof Areas to calculate Target UA and SHGC x A Adjustments Skylight Proposed Area Target SL Mult. Target Area All X = Roof Proposed Area Target Net Wall Mult. Target Area Target areas in shaded Insulation Above Deck 9436.0 X 1.00 = 9436.0 boxes are applred to target areas on ENV-UA Metal Building X Attic/All Others X = Sum of target roof and Sum of Proposed 9436.0 Sum of Target 9436.0 calcula'�d to equal the sum of proposed • • � • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 ProjectAddress TAHOMA BLVD sE, YELM WA Date 02/17/2015 Fenestration Area as%gross above-grade wall area 14.8� Max.Target: 30� For Building Department Use Skylight Area as%gross roof area Max.Target: 5� Vertical Fenestration Alternates: None Selected on ENV-SUM Notes: 1-Proposed vertical fenestration and skylrght areas entered in ENV-SHGC must match proposed fenestration areas in ENV-UA. 2-If Target Area Adjustment is required per ENV-UA, then target areas will be automatically adjusted in ENV-SHGC.Refer to Target Area Adjustments worksheet for this calculation. 3-Provide NFRC rated SHGC or default from Table C303.1.3(3)for fenestration assembly SHGC. 4-Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be included in this worksheet. Skylights Proposed SHGC Target SHGC Provide source of SHGC, page/plan#of assembly detail&ID SHGC x Area(A) =SHGC x SHGC x Area(A)= SHGC x A ID: ' 0.35 ID: ' , SHGC 0.35 ID: ID: I ID: I Totals Totais All Non-North Vertical Fenestration+ Proposed SHGC Target SHGC++ Provide source of SHGC,page/plan#of assembly pF SHGC` x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A detail&ID Category ID: ', 0 ' PF<0.2 , 0.40 ID: 0 0.2sPF<0.5, 0.48 ' ID: 0 I PF>_0.5 '� 0.64 ID: 0 ++�{projection factor(PF)credrts are ID: 0 applied to the proposed design, Ta�get ID: , 0 SHGC will sum fenestration area by PF ID: o , category. ID: I 0 i , ID: 0 I ID: 0 �, +If projection factor credit is applied, then vertical Totals Totals fenestration must be entered in the correct table according to orientafion. If credit is not applied then all vertical fenestration can 6e entered in either table. "Note:Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be listed here with a proposed SHGC equal to the target value. North Vertical Fenestration+ Proposed SHGC Target SHGC++ Provide source of SHGC,page/plan#of assembly pF SHGC* x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A detail&ID Category ID: ' 0 , ; I PF<0.2 0.40 ID: II 0 , 0.2<_PF<0.5 0.44 ' ID: � 0 ', PF?0.5 0.48 ID: 0 � ' ++If projection factor(PF)credits are applied ID: 0 � ' to the proposed design, Target SHGC will ID: � p sum fenestration area by PF category. ID: 0 North Total Area SHGC x A Area SHGC x A To comply, the Proposed total SHGC x A for all fenestration(vertical Grand Grand &skylights)shall not exceed the Target total SHGC x A. Total Total Less proposed vertical fenestration here than ENV-UA: Add 774.0 Component Performance Compliance (SHGC) Load-Calc Page 1 of 1 ��-�� A.,F'i'�s� I�,,.,..,. !b*sigo Indoor Cuoling Temp.:�72��°F yelm daycare Desigo indoor I#asrin�Temp.y70 �6 Desigo OutAoor Cooiing Temp.:$2��:°F' aesign Out400r Heating�Cemp.`2� 4 J�'E Temp.ll4tference Cooiii,g:10°F Area: Tuom�MCChord Air Force B9se,WA Temp.DiRerevice[Ieati�:46°F ued�. Humidity:�'S0 v; Grams difi'e�ence:-$ E�ront Door Orien[afion;.'— �'' Wh+�l�e Hous� L�ad Calcu�at�r TD:Coo1:10°F Heet46°F Sq.ft,-t;�pes t and 2 s'hadi�Sq.ft.-ty es 1�nd 2 shadin Sq.ft-types t and 3 � Sq.fi. Ou�de Wall North� 2:� Windows x 1:j 2� Glass Doors x 1; 2:' � �rs�`( Outside Wall South 1 35 2.; Windows C v 1;75 2� Glass Doars l v Il; 2�. Doors� a,��ae w�i:e�w i.64 z.; window5 C v';i.•,100 z ci�s noas t v i; z: noo� 42 ; Oufside Wall:NF&NW� 2 j� Windows s I t 2-� G1acs Doors x 1�� 2:t Doors� OWSide Watl:SE&SW I'� 2;�� Windows�l_J 1.; 2; Glass Doors L V 1:: 2.; Doors� Slry L�ghts i S�i '., � E-W'. : NE-MV'� SFrSW:��—� Floor-(linear ft.ff slab)1�,t 34 �ii � 8.13EIIIC� Wa115-above grade:i below grade:l �.sq.ft �� Ce�6ng 1 j 1 l20 2; —_--;� BacemeII Floor-� dtty 28ft�, feet be(ow gra�ade f 2 fi. v,, Number of Appliances�l �. NeunberofPeople 32 Fresh aiz recomm�ded:601cfm� i400 �'�.CFM �. Condiaoued-Sq_ft: ''1120� CuMa Ft:�.10080 Consm,cnon:;avera e v' nuct sys�em:;conditior v;---�--v',;avera e Total Btds Cooling Sensible Load Late�Load Total Bm's Heating �;a�cui�te��aj � '_33�9 6404 ��:`�` 3�JW�� Btu breakdown ensible Latent Heating Structure types Outside Walls I:Siding or Stucco R21 insulation walls -43 �-353 Outside Watls 2: windows 83�5 �579b Windows I:Low E or triple pane no intemal shade ceilings �1613 �1649 Windows 2: doors 529 �1159 Glass Doors I: floors 00 965 Glass Doors 2: appliances 1200 � - Floors 1:Concrete slab R-10 edge insulation people �7360 �� Floor 2: glass doors �0��0� Ceiling 1:Ceili�g under attic space R-30 skylights 0�� Ceiling 2: basement wa(]s 0�� Doors:Metal basement floor 0 �� Skylights: infittration �425 0�3825 BasementWalls: fresh air 00 0� 0240 Basement Floor: duct load �� Win ht.:5'0" Overhang: 1' Top to overhang:1.5' Totals 3859 6400 3528] �� FEB Q 3 Zt�15 http://www.loadcalc.net/load.php 2/1/2015 , a ;J`I�/UL I � � /�_.i �'l.fA/K/N �1��' Submittal Data Sheet absolute comfort Project Name: Location: Approval: Engineer: Date: Submitted to: Construction: Submitted by: Unit#: Reference: Drawing#: Performance Indoor Unit Mode/No: FTXS36LVJU Indoor Unit Type: Wall Mounted Outdoor Unit Mode/No: RXS36LVJU Condensing Unit Type: SkyAir Heat Pump (FTXS Only) Rated Cooling Capacity(Btu/hr): 36000 Indoor:80°F DB/67°F WB Sensib/e Capacity(Btu/hr): 22390 Rated Cooling Outdoor:95°F DB/75°F W B Max/Min Cooling Capacity(Btu/hr/kW): �tabook/databook Conditions Cooling/nput Power(kW): 4 Indoor:70°F DB/60°F W B SEER: 17.9 Rated Heating Outdoor:47°F DB/43°F W B Rated Heating Capacity(Btu/hr): 38000 Conditions Max/Min Heating Capacity(Btu/hr/kW): itabook/databook Rated Piping Length(tt) 25 Heating/nput Power(kW): 3.9 Rated Height Separation(tt) 0 Heating COP(Btu/hr/Btu/hr): N/A HSPF: 8.3 Indoor Unit Details Power Supply(V/Hz/Ph:) 208-230/60/1 ph Airflow Rate(CFM wet coil) 770/519/473 Power Supply Connections: L1, L2, Ground Moisture Removal(pbh): Min Crrcuit Amps MCA (A): N/A Gas Pipe Connection (inch): 5/8 Max Overcurrent Amps MFA (A): N/A Liquid Pipe Connection (inch): 3/8 Drmensions (HxWxD): 13-3/8x47-1/4x9-7/16 Condensate Connection (inch): Panel(HxWxD): N/AxN/AxN/A Sound Pressure Leve!(d8A): 49 Net Weight(Ibs): 38 Sound Power Level(d8A): 37 Weight with Panel(Ibs): N/A Static Pressure Rated/Max(inWg) l Condensinp Unit Details Power Supply(U/Hz/Ph): 208-230/60/1 ph Compressor Type: Inverter Power Supply Connections: L1, L2, Ground Capacity Control Range(%): Min. Circuit Amps MCA (A): 19.5 Airflow Rate(CFM): 2627 Max. Overcurrent Amps MFA (A): 20 Gas Pipe Connection(inch): 5/8 Max. Starting Current MSC(A): Liquid Pipe Connection (inch): 3/8 Rated Load Amps RLA (A): 20.3 Sound Pressure Level(dBA): 54 Dimensions (HxWxD): 38-15/16x37x12-5/8 Sound Power Level(d8A): 68 Net Weight(Ibs): 179 Svstem Details Refrigerant Type: R-410A Max. Pipe Length(Vertica/ft): 65.6 ft Holding Refrigerant Charge (Ibs): 6.17 Cooling Operation Range(9�): 14- 115 Additiona/Charge(oz/ft): 0.0361bs/ft Cooling Range w/Baff/e (�): 0- 115 Pre-charge Piping(Length ft): 32 ft Heating Operation Range(9�): 5-75 Max. Pipe Length(Total ft): 98.4 ft Heating Range w/Baff/e(�): 0 -75 � _ _;?_, , �� ' "� � .< t . ",J W�..J _�� iG r � A-� .Cc M CON'�N-r�cSa�,C.�ES I�3M i�-rAC. ��`!�,� — S�'E'�� -- _ Daikin AC(Americas),Inc.,1645 Wallace Drive-Suite 110,Carrollton,TX 75006 Page 1 of 4 Daikin AC TRL Generated Submittai Data �www.daikinac.com (Daikin's products are subject Io conlinuous improvemenls. Daikin reserves the righ�to modity product design,specitica[ions and Iniormation in this data sheet wilhout nolice and withoul incurring any obligations) �t�A/K/N �1�� Submittal Data Sheet absolute comfort Project Name: Location: Approval: Engineer: Date: Submitted to: Construction: Submitted by: Unit#: Reference: Drawing#: Dimensional Drawina- Indoor Unit FTXS36LVJU FTXS3Q136LYJU TNE AAkRK{»�SHOYtS PIPIIJG f31RECTSON ,�i'`� � � � � /� / 4�-iia{tzaomm) ,,, z , � z LEFT �RERFt � NtC�iF , �LL g � � � � �� t-i5ltfi(50teus�}M1N ,.r`�"� 1-15it&5Wmn'MID[ V (SPACE FOR V (Sf'ACE FO�t MAIPIT�ENANCE} RE(3U&tEQ SPACE �iN�� FRONT GRiLtE -----"`��,.�"�� REWS �AiR�1.C1N({IMDQOt� .;�_.��-'^=,.;,:,�----�-,.��.--=' ?_INSIDE} [)il�f� 1 BOTTOM� LQWERS S�I+lAIRECEtVER � �IidT�LLlGENTEYESENSaR �P��TE! o�Ewtrtau uva� �me T�iER f.AhiP � iNT'Et1.ICsEN1'EYE LAAAP � t�P�ME �IN�04R UMT ON(O�F SWffGH p�,A7€ �4 ROOM TEMP.TkEAMtSTOR(It+ISS1DE) � '^^ i ��L FRONT GRH.LE FIXTURES MO[�i.NA#AE PtA't'E fi yy��a�� ,� 7EF�INtNAL Daikin AC(Americas), Inc., 1645 Wallace Drive-Suite 110,Carrollton,TX 75006 Page 2 of 4 Daikin AC TRL Generated Submittal Data www.daikinac.com (Daikin's pmducts are subjecl lo continuous improvements.Daikin reserves Ihe right to modify produd tlesign,specifications and intormalion in IhiS data sheel vnthout nolice and without incurting any o6ligations) �QA/x�N �1�� Submittal Data Sheet absolute camfort Project Name: Location: Approval: Engineer: Date: Submitted to: Construction: Submitted by: Unit#: Reference: Drawing#: Dimensional Drawina-Condensinq Unit RXS36LVJU RKS3Qt3&LVJU, RXS3Q138L1/J'U MIMif1RlM SPACE EOR A!R PASSAGE � WALL HEiGHT tNi pNi 01fi7.67 S1pE-tESS THAN d7-ti4 2t-7�78 g.yig 4�CUTSFORANCHOABOL75%' � � a m {M72) .. n %� � o� � � � � � � �.=1 --- `' � � �'m �:. ti �, �j r� r- � � , � m � � x, a � '�" �"� �-isrss �-,sns � --- - � ' � iii�ii�ii riii,!�iii iii�i `? �DRAIN 011TLffT � uiiiiii��ii�,riiitiiiiiiiiii � 1.�.ol5lte NOSf FUR CONNEC710N. � m � � . .. < . � ?-3t8 7-75+18 4-1118 7-1/18 � � .�, i-tTaPiB M t5ttfi f BRAND NAME LABEL NAME PtATE GAS STt3P VALVE TERIARdA1 STRIP —1 LtOUID STOP VALYE �DOR AIR � ! �' Tt�RM13TQR - \` � 1 �,6AOUNDTERM9dAL � � � l � � � f i � _' � ' I � •/ . m B � � � i m I a � ,� I • . � m ; —_-__-.-..___ c�v I .. 1 � 3 ' . . m \ °} !GAS PlPE 3-tl18 � 3-5J18 ��C�HEGTIEV(`WR9�lG t-77116 �{�SINGtE UNlfJN) 3�iP2 ANO WIAHIG INLET �lS(N1t4P1PE {o3fa 31NGLE UNiOM Daikin AC(Americas), Inc., 1645 Wallace Drive-Suite 110,Carrollton,TX 75006 Page 3 of 4 Daikin AC TRL Generated Submittal Data www.daikinac.com (Daikin's produds are suqec!to continuous improvement5. Daikin reserves Ihe�ight to modity product desigq specifications and inlormation in this data shee�without notice and without inwrdng any o6ligations) ��'ll�AlK/IV � t� �� Submittal Data Sheet absolute comfort Project Name: Location: Approval: Engineer: Date: Submitted to: Construction: Submitted by: Unit#: Reference: Drawing#: FTXS36LVJU RXS36LVJU �..�,N _ , .. >,. �.• ��:��. -�,.�� _�_� s`�==°__=: �� ,�ssx...:—_ .��es—�==s w ..,,, s��s��x��mt .,.�, ----•-------� �___�_,_�_. ��;�==o=�' `. �—os�----l. ��z�_==��. c,r.�===__. zc --=— � ��=c=_.7 �._-- x`i.�r:..�r�.y� . ..�:�"ii ��.'.+;,xA%s� �,''.;� ,z;'.. ��` .'i.N,,wr��"'%��r€�r `%tra FTXS36LVJU RXS36LVJU Std U.S. Warranty:7yrs Compressor, 5yrs Parts Std U.S. Warranty:7yrs Compressor, 5yrs Parts Daikin AC(Americas),Inc., 1645 Wallace Drive-Suite 110,Carrollton,TX 75006 Page 4 of 4 Daikin AC TRL Generated Submittal Data www.daikinac.com (Daikin's pmducts are subject to con[inuous improvements. Daikin ieserves�he righf to modity p�aduc�design,specifications aM informalion In thls data sheel wilhout notice and wilhoul incuning any obligations) ,. ,, . . . . GMSS92 / GCSS92 SIN6LE-STA6E Air Conditioning& Heating Mum-S�EED GAS FtlRiiA(E uP io 929G AFUE NEAiIN6�NPUT: ��Q�O-�Z�,000 BTU/N Standard Features • Heavy-duty aluminized-steel tubular heat exchanger • Stainless-steel secondary heat exchanger • Single-stage gas valve • Durable Silicon Nitride igniter • Multi-speed blower motor • Quiet single-speed induced draft blower • Self-diagnostic control board • Color-coded low-voltage terminals '� ° '`" • All models comply with California Low NOx emissions standards fabinet features • Designed for multi-position installation— GMSS92:upfiow,horizontal left or right GCSS92:downfiow,horizontal left or right • Certified for dired vent(2-pipe)or non-direct vent(1-pipe) • Easy-to-install top venting with optional side venting • Convenient left or right connedion for gas and eledrical service • Cabinet air leakage(Q�eak)<_2% • Heavy-gauge steel cabinet with durable finish • Foil-faced insulated heat exchanger cabinet • Airtight solid bottom or side return with easy-cut tabs for effortless removal in bottom air-inlet applications to�tents Nomenclature...........................................2 Produd Specifications..............................3 Dimensions...............................................5 Airflow Specifications................................7 Wiring Diagram.......................................10 Accessories..............................................11 —._— -- _. i �nr �e �� . s , , �i,� 1 • •. —�_=-- _ _ �, � _ , �� : 4�,?a., ' ,�"_•�a . ,_..s `Complete warranty details available trom your local dealer or at • � www.goodmanmfg.com.To receive the life[ime Heat Exchanger Limited Warranty � � �� j� G (good for as long as you own your home),and 10-Year Par[s Limited Warrantg online ��B � �•� ,,C�),,., � c C D � � �1}�,j regis[ration mus[be rompleted within 60 days of ins[allation.Online regi4rotion iz not �.. � I e.�.� required in California or Quebec. �, SS-6MSS92 ' www.goodmanmfg.com _.___-_._--- -----4l-14 PROOOCr Sr�aFiuno�s SPEtIFiUT10NS-6MSS92 GM5592 GM5592 GM5592 GM5592 GM5592 GM5592 GM5592 GM5592 Q4026NA 06038NA 0803BNA 0804CNA 0805CNA 1004CNA 1005CNA 1205DNA Heating DaW High Fire Input' 40,000 60,000 80,000 80,000 80,000 100,000 100,000 120,000 High Fire Output' 36,840 55,260 73,680 73,680 73,680 92,300 92,100 110,520 AFUEZ 92 92 92 92 92 92 92 92 Temperature Rise Range(°f) 30-60 35-65 35-65 35-65 25-55 35-65 35-65 35-65 Vent Diameter� 2"-3" 2"-3" 2"-3" 2"-3" 2"-3" 2"-3" 2"-3" 3" No.of Burners 2 3 4 4 4 5 5 6 Circulator Blower AvailableAC@0.5"ESP 1.5-3 1.5-3 1.5-3 3-5 3-5 3-5 3-5 3-5 Size (DxW) 10"x8" 10"x8" 10"x8" 10"x10" 11"x10" 10"x10" 11"x10" 11"xll" Horsepower @ 1075 RPM % / %, %z '/• '/z % % Speed 4 4 4 4 4 4 4 4 Fi{ter Size(in') Permanent 363 491 654 654 818 818 818 981 Disposabie 182 245 327 327 409 409 409 491 Eledrical Data Min.Circuit Ampacity` 9.6 9.6 9.6 11.7 13.7 11.7 13.7 13.7 Max.Overcurrent Device(amps)5 15 15 15 15 15 15 15 15 Shipping Weight(Ibs) 109 112 115 137 138 139 140 152 ' Natural Gas BTU/h � z DOE AFUE based upon Isolated Combustion System(ICS) ' Installer must supply one or two PVC pipes:one for combust5on air(optional)and one for the flue outlet(required). Vent pipe must be either 2"or 3"in diameter,depending upon furnace input,number of elbows,length of run and installation(1 or 2 pipes).The optional Combustion Air Pipe is dependent o�installation/code requirements and must be 2"or 3"diameter PVC ° Minimum Circuit Ampacity=(1.25 x Grculator Blower Amps)+ID Blower amps.Wire size should be determined in accordance with National Electrical Codes.Extensive wire runs will require larger wire sizes. 5 Maximum Overcurrerrt Protection Device refers to maximum recommended fuse or circuit breaker size. May use fuses or HACR-type circuit breakers of the same size as noted. NoTES • AII furnaces are manufactured for use on 115 VAC,60 Hz,single-phase electrical supply. • 6as Service Connection�"FPT • important:Size fuses and wires properiy and make electrical connections in accordance with the National Eledrical Code and/or all existing local codes. • For bottom return:Failure to unfold flanges may reduce airFlow by up to 18�0.This could result in performance and noise issues. • For servicing or cleaning,a 24"front ctearence is required.Unit connections(electrial,flue and drain)may necessitate greater clearances than the minimum clearances listed above.in all cases,accessibility clearance murt take precedence over clearances from the enclosure where accessibility clearances are greater. SS-GMSS92 www.goodmanmfg.com 3 ' y pRODB[i S�E[IfiUiIONS 6�SS92 �IMENSIONS AIR AIR DISCHARGE DISCHARGE 28'/. A 5� DIMB � Z�, DISCHANGE 6,� AIRINTAKE � 2°PIPE 2s/° C 1%S Z 19� Z ENTERDIMPLE VENT/FIUEPIPE LEFf SIDE FOR AL7ERNATE Z„Pv� AITERNATE DRAIN TRAP AIR INTAKE PIPE VEM/FLUE � EXTERIOR HOLES 3"OD HOLE • LA('A710N . HIGH VOLTAGE ftIGHT SIDE ELEL7RICAL OUTLET DflAIN TMP O IXfERIOR HOIES O STANDARD O MIGH VOLTAGE GFS SUPPLY ELECTRICAL OU7LET LOCATION ALTERNATE GASSUPPIY �� 34X O �� . . . 3 :4 . . . 26i4 24iG 23 23 19',S 21X � 19iG 14 S�DE CUT-0UT SIDE NT-OUT 9% 934 5 5 134 � LEfT51�EVIEW 1'/e FRONTV�EW � 1� RIGHTSIDEVIEW LOW VOLTAGE Z% 2'/. EIECTRICALOUTLEf Z+h D LOW VOLTAGE 1� FOIDEDFIANGES ELECTIiICAL011TlET ZYs CONOENSATE ORAIN Zz TRAP IXTERIOR E FOLDED FLANGES Z3 UNFOLDED FLANGES CONNELTION 23'h - (RIGHT OR LEFf SI�E� UNFOLDED FL4NGF5 �PVC MODE� A B C D E GMSS920402BNA 17%z 16" 13%' 12'�" 13�8' GMSS9206036NA 17%z 16" 13%s" 12%" 13%s" GMS59208036NA 17%z 16" 13%a" 12%a" 13'/s" GMSS920804CNA Zl" 19%:" 17%8' 16" 17%i' "-``- GMS5920805CNA 21" 19/:' � "�"' ' ' 17�." 16" 17'/�" GMSS921004CNA 21" 19%2' 17�:' 16" 17%" GMSS921005CNA 21" 19%:" 17�." 16" 17%:" GMS5921205DNA 24%i' 23" 20%' 19�'s' 20%a" Ma��u�t�uMC�s�e taMansnet�M�t��s POSITION SIDES REAR FRONT BOTTOM FLUE TOP Upflow 0" 0" 3" C 0" 1" Horizontal 6" 0" 3" C 0" 6" C=If placed on combustible floor,the floor MUST be wood ONLY. SS-GMSS92 www.goodmanmfg.com 5 �� PROeucr SrEaFiun�s AIRFLOW DATA-6MSS92 (CFM&TEMPERATURE RISE VS.EXTERNAL STATIC PRESSURE) El(TERNAL$TATIC PRESSURE,(INCMES WATER COLUMN) MOTOR TONS MODEL SPEED AC' 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 CPM R�SE CFM RISE CFM RISE CFM R�SE CFM R�SE CFM CPM CFM High 3 1,498 N/A 1,446 N/A 1,368 N/A 1,302 N/A 1,227 N/A 1,145 1,059 954 GMSS92 Med 2.5 1,223 N/A 1,182 N/A 1,153 30 1,099 31 1,051 32 982 901 813 04026NA Med-Lo 2 983 35 971 35 945 36 919 37 878 39 813 746 659 Low 1.5 816 42 794 43 758 45 734 46 678 50 637 597 523 High 3 1,494 N/A 1,428 36 1,362 38 1,294 39 1,231 42 1,162 1,076 972 GMS592 Med 2.5 1,203 42 1,178 43 1,147 45 1,101 46 1,045 49 986 927 831 06038NA Med-Lo 2 977 52 965 53 939 54 904 57 866 59 801 763 639 Low 1.5 801 64 786 65 751 N/A 714 N/A 714 N/A 680 635 596 High 3 1,459 47 1,397 49 1,339 51 1,270 54 1,202 57 1,107 1,049 952 GMSS92 Med 2.5 1,191 57 1,166 58 1,137 60 1,086 63 1,033 N/A 973 S89 797 08036NA Med-Lo 2 985 N/A 967 N/A 932 N/A 900 N/A 859 N/A 805 731 620 Low 1.5 808 N/A 785 N/A 758 N/A 726 N/A 679 N/A 629 590 513 High 5 2,115 N/A 2,050 N/A 1,973 35 1,915 36 1,810 38 1,695 1,587 1,467 GMSS92 Med 4 1,802 38 1,739 39 1,725 40 1,665 41 1,61� 42 1,532 1,443 1,320 0804CNA Med-Lo 3.5 1,517 45 1,509 45 1,496 46 1,475 46 1,441 47 1,388 1,304 1,2�5 Low 3 1,213 56 1,225 56 1,216 56 1,194 57 1,179 58 1,135 1,084 1,005 High 5 2,284 30 2,231 31 2,170 31 2,103 32 2,037 33 1,945 1,836 1,750 6MS592 Med 4 1,865 37 1,869 36 1,775 38 1,732 39 1,684 40 1,619 1,548 1,480 OSOSCNA Med-lo 3.5 1,594 43 1,571 43 1,530 45 1,492 46 1,454 47 1,414 1,355 1,293 Low 3 1,411 48 1,366 50 1,325 51 1,296 53 1,251 54 1,200 1,147 1,096 High 5 2,082 41 1,997 43 1,943 44 1,847 46 1,749 49 1,669 1,560 1,443 GMSS92 Med 4 1,823 47 1,782 48 1,711 50 1,659 51 1,574 54 1,513 1,402 1,305 1004CNA Med-Lo 3.5 1,565 54 1,545 55 1,529 56 1,487 57 1,441 59 1,365 1,287 1,196 Low 3 1,261 N/A 1237 N/A 1,242 N/A 1,216 N/A 1,179 N/A 1,145 1,098 1,034 High 5 2,137 40 2,073 41 2,031 42 1,949 44 1,879 45 1,811 1,734 1,625 GMSS92 Med 4 1,793 48 1,754 49 1,704 50 1,648 52 1,590 54 1,534 1,451 1,371 1005CNA Med-Lo 3.5 1,558 55 1,518 56 1,477 58 1,425 60 1,376 62 1,316 1,242 1,170 Low 3 1,370 62 1,325 64 1,288 N/A 1,237 N/A 1,191 N/A 1,134 1,086 1,024 High S 2,256 45 2,192 47 2,133 48 2,054 50 1,986 51 1,907 1,834 1,718 GMSS92 Med 4 1,805 57 1,762 58 1,722 59 1,677 61 1,618 63 1,563 1,507 1,441 1205DNA Med-Lo 3.5 1,565 65 1,513 N/A 1,480 N/A 1,415 N/A 1,392 N/A 1,346 1,269 1,198 low 3 1,368 N/A 1,326 N/A 1,278 N/A 1,Z38 N/A 1,208 N/A 1,165 1,093 1,052 ' at 0.5"ESP NoTFs • CFM in chart is without filter(s). Filters do not ship with this furnace,but must be provided by the installer.if the furnace requires two return filters, this chart assumes both filters are installed. • All furnaces ship as high-speed cooling and medium-speed heating.Installer mus[adjust blower cooling&heating speed as needed. • For most jobs,about 400 CFM per ton when cooling is desirable. • INSTALLATION IS TO BE ADJUSTED TO OBTAIN TEMPERATURE RISE WITHIN THE RANGE SPECIFIED ON THE RATIN6 PLATE. • This chart is for information only. For satisfactory operation,external static pressure should not exceed value shown on the rating plate. The shaded area indicates renges in excess of maximum static pressure allowed when heating. • The above chart is for U.S.furnaces installed at 0-2000 feet.At higher altitudes,a properly derated unit will have approximately the same temperature rise at a particular CFM,while ESP at the CFM wili be Iower. SS-GMS592 www.goodmanmfg.com � • � • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 1 -Stepping Stone Childrens Center Date 5/21/2013 Compliance Tahoma Blvd SE For Building Department Use forms do not require a 3-Yelm,WA usesword to Applicant Name: Marijka Duetscher Instructional and Applicant Address: 1404 Marvin Rd SE#307-254,Lacey WA 98516 calculating ce//s are write- Applicant Phone: 360-402-6871 Project Description Q New Building ❑ Addition ❑ Alteration ❑ Plans Included a Lighting Power Density Ca�culations � Total Building Performance Lighting Compliance Path (If Total 8uilding Performance then only LGT-CHK is required.J Lighting Power Allowance �Building Area Method (�s Space-By-Space Method Method Selection required to enable LPA forms Interior Lighting System Description Briefly describe lighting system rype and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) � Addition area or Change of Space Use area compiies with all applicable provisions as stand alone project � Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing rf applicable)lighting wattage of Addition or Change of Use space.Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations,Renovations and Repairs (C101.4.3.1) ❑ 60%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed wattage withrn the lightrng retrofit space in Maximum Allowed Wattage table and proposed(including existing)lighting wattage in Proposed Wattage tab/e.Retrofit and non-retrofit spaces shall be documented separately using multiple forms. � Less than 60%of luminaires in space replaced Provide a separate Space-By-Space Method(LTG-INT-SPACE)Compliance Form for this retrofrt area.Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed(including existing)lighting wattage in the Proposed Wattage table. � Lamp and/or ballast replacement within existing luminaires only—existing totai interior building wattage not increased � New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3),specific application controls(C405.2.3),and commissioning of lighting controls per C405.13 � New or moved lighting panel Provide all applicable lighting controls as noted for New Wirrng,automatic time switch controls(C405.2.2.1),and commissioning of lighting controls per C405.13. � Space is reconfigured-luminaires unchanged or moved only Provide afl applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. [� No changes are being made to the interior lighting and space use not changed. • � i � . � • . � � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and ail R1 Revised Jan 2014 Project Address 1 -Stepping Stone Childrens Center Date 5/21/2013 Lighting Alterations,Renovations & Building Additions For Buiiding Department Use �Less than 60% � 60%or more � Stand alone �Addition Notes: a. Lighting fixtures in a building addition may comply as a stand a/one project, or they may be combined with the overall existing bldg lighting to demonstrate compliance.Refer to C101.4.3. b. Fqr retrofits and building additions,provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng,include all applicable existing Space Types and gross interior areas. c.Document new fixtures and all exrsting to remain frxtures in the Proposed Lighting table. d. Ifless than 60%of existing fixtures will be replaced,provide total existing lighting wattage (prior to retrofit)in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage Location(plan#, owe ross n er�or a s owe room#) Space Type" Watts per ft2 Area in ft2 (watts/ftZ x area) classrooms Classroom/lecture/training 1.24 8000 9920 Haliways Corridorltransition 0.66 750 495 Bathrooms Restroom 0.98 669 656 Mech.Closet Electricallmechanical 0.95 100 95 Storage Storage 0.63 860 542 Office Office-Enclosed 1.11 660 733 Stairs Stairway 0.69 104 72 At�ium'e` Enter Height: Existing�ighting Enter Exist.Watts: Retait Display Attowance firorn I.TG-INT-DISRLAY " Select Table C405.5.2(2)category from drop down menu. Area Allowed Watts "" For atriums,indicate height.Allowed wattage for first 40 feet is 0.03 W/ft.ht., Total 11143 12512 above 40 feet is 0.02 W/ft.ht. Proposed Lighting Wattage Location (plan#, Number of Watts/ Watts room#) Fixture Description"' Fixtures Fixture Proposed Classrooms 2x4 Flourecent Light 4 Lamp T8 68 118 8024 Bathrooms 2x4 Flourecent Light 3 Lamp T8 8 89 712 Haliways 2x4 Flourecent Light 3 Lamp T8 10 89 890 Mech Closet 4'Flourecent Strip 2 Lamp T8 3 59 177 Storage 2x4 Flourecent Light 2 Lamp T8 6 89 534 Storage 60W Keyless 6 60 360 Stairs 2x4 3 Lamp Flourecent 3 Lamp T8 2 59 118 Refiait display�ightirtg fram�TG-lNt-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt 10815 '"`Include existing to remain lighfing fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8), number of lamps in the fixture,and ballast type(if included).For track lighting,list the length of the track(rn feet)in addition to the fixture,lamp,and bal/ast information. 3. For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified rn Section C405.5.1.For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limrtrng devices of the transformer. For!ow voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures.Identify as existing in fixture description. 6. !f#NA appears in Retail Display ce/ls,informatron on LTG-INT-DISPLAY is incomplete. Interior Lighting Power Allowance CflMPLIES � � • . • � • . • • . � � ' 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Pro.ject Info Project Address 1 -Stepping Stone Chiidrens Center Date 5/21/2013 Tahoma Blvd SE For Building Department Use 3-Yelm,WA Applicant Name: Marijka Duetscher Maximum Allowed Display Lighting Wattage Location(plan#, owe ross n erior a ts owe room#) Retail Display Area Type` Watts per ftZ" Area in ftz (watts/ft2 x area) ` Only retail sales areas that meet the requirements defined in Tab/e C405.5.2(2) Area Area Watts footnote A may be enfered here. Select retail sales areas form drop down menu. Total� "*Wattages per Table C405.5.2(2)footnote A. ++Display light allowance per footnote A calculation. Display Lighting Base Allowance ++Total Display Allowance Proposed Display Lighting Wattage Only separately controlled display fixtures independent of general area lighting per Table C405.5.2(2)footnote A may be entered here. Location(plan#, Number of Watts/ Watts Display Area� room#) Fixture Description Fixtures Fixture Proposed 'Select retail sales display area from drop down menu. Total Proposed Watts�—� Proposed Display Retail 1 Retail 2 Retail 3 Retaii 4 Lighting Totals Notes: 1. For proposed Display Fixture Description,indicate fixture type,lamp type(e.g. T-8), number oflamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp, and ballast information. 2. For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1. For Irne voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable,the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all display fixtures. • • • i � • � • � � � 2012 Washington State Energy Code Compliance Forms for Commercial Buiidings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address 1 -Stepping Stone Childrens Center Date 5/21/2013 Lighting Alterations,Renovations & Building Additions For Building Department Use �i Less than 60% �60%or more 0 Stand alone d Addition Notes: a.Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall exrsting bldg lighting to demonstrate compliance. Refer fo C101.4.3. b.For retrofits and building additions,provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng,include all applicable existing Building Area types and gross interior areas. c.Document new fixfures and all existing to remain fixtures in the Proposed Lighting table. d. !fless than 60%of existing fixtures will be replaced, use LTG-INT-SPACE form. Spac�-��r-S}�ace methad selected. Use LTG-INT-SP�CE form. Location(plan#, owe ross n erior a s owe Building Area' room#,or ALL) Area Description Watts per ftZ Area in ft2 (watts/ft2 x area) Schoolluniversity Classrooms 1stFloorClassrooms 0.99 9768 9670 Office Upstairs Office Office/Admin 0.90 660 594 � Select Table C405.5.2(1)Building Area from drop down menu. Total 10428 Space-E3y-Space method selected. Use IjTG-I:VT-SPAC'E form. Location(plan#, Number of Watts/ Watts Building Area' room#) Fixture Description"' Fixtures Fixture Proposed School/university Classrooms 2x4 Flourescent 102 93 9486 Office Upstairs Admin 3 lamp 60 waats 3 180 540 " Se/ect Table C405.5.2(1)Building Area from drop down menu. �*Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Total Allowed Total Proposed interior Lighting Power Building Area Warnings Watts Watts Allowance Schooiluniversity 9670 9486 COMPLIES Office 594 540 COMPLIES Total 102 64 1002 6 Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed Fixture Description,indicate fixture type,famp type(e.g. T-8), number of lamps in the fixture,and ballast type(if included).For track lighting, list the length of the track(in feet)in addition to the fixture,lamp, and ballast information. 4. For proposed Watts/Fixture,use manufacturer's/isted maximum input wattage of the fixture(not simp/y the lamp wattage)and other criteria as specified in Section C405.5.1. For line voltage track fightrng,Irst the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable,the wattage of current limiting devices or of the transformer. For low vo/tage track/ighting Iist the transformer rated wattage. 5. For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watts/Fixture blank. 6.Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. • � � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Pro.ject Info Project Address: 1 -Stepping Stone Childrens Center Date 5/21/2013 Tahoma Blvd SE For Building Department Use 3-Yelm,WA Applicant Name: Marijka Duetscher Applicant Addr: 1404 Marvin Rd SE#307-254,Lacey WA 98516 Applicant Phone: 360-402-6871 Project Description � New Building ❑ Addition ['j Alteration ❑ Plans Included Li�htin� Zone As specifred by jurisdiction. Zone selection 0 Zone 1 (� Zone 2 � Zone 3 Q Zone 4 required to enable LTG-EXT form Compliance Option � Lighting Power Density Calculations Q Total Building Performance Building Grounds ❑Efficacy>60 Iumens/W � Controlled by motion sensor Applies to luminaires>100 Watts ❑ Exemption(list) Exterior Lighting Alterations ❑ No changes are being made to the existing exterior lighting � New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base s�te Auowa�ce: �50 owe a s Area(ft),perimeter owe a s Tradable Surfaces Surface Description per ft2 or per If (Ifl or#of items x ftZ(or x Ifl rtain Entry Door Front Doors 30W/LF door 12 360 width Other Entry Door Other poors ZOW/LF door 18 360 width Entry Canopies Entry Canopies 0.4 W/£t2 1609 644 Uncovered Parking and parking 0.10 W/£t2 36520 3652 drives roun s a ways walkways 0.16 W/£t2 4500 720 wide Total Allowed Tradable Watts: 5736 Tradable Proposed Lightiilg Wattage (Use mfgr listed maximum input wattage for luminaire.) Number of Watts! Watts Tradable Surface Fi�ure Description Fixtures Fixture Proposed r�in Entry Door cFL Downlight C 18 108 Entry Canopies CFL Downlight 12 18 216 Other Entry Door CFL Downlight 12 18 216 uncovered Parking and � pole Light 9 460 4140 drives roun s a ways Wall Light Halagen 50W Decorative 12 75 9�� wide Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: 5580 watts plus the base site a/lowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 � Allowed Watts Area(ft2),perimeter Allowed Watts Non-Tradable Surfaces SurFace Description per ftz or per If (Ifl or#of items x ftz(or x Ifl Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts ' Non-Tradable Surface Fixture Description Fixtures Fixture Proposed Non-tradable proposed watts may not exceed allowed watts for any individual Total excess Non-Tradable watts: o suRace unless the total excess waKS tor all non-tradable surtaces are less tnan me remaining site allowance. Site Allowance Balance: �50 Exterior Lighting C4MPLIES WtTH S1TE ALL.�WANCE , ,