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Plans (220) City of Tigard, Oregon ® 13125 SW Hall Blvd. ° Tigard, OR 97223 F March 30, 2009 va ® RE: TENANT IMPROVEMENT Proiect Information Building Permit: BUP2009 -00044 Construction Type: 5 -B Address: 12700 SW 72 " Occupancy Type: B Area: 7031 Sq. Ft. Stories: 2 Name: Pauly & Rodgers Sprinklers: No The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. Please respond to conditions below. 1) Provide a detailed code summary. 2) Provide a detail showing the guard rail on the open side of the stairs. A hand rail /guardrail combination is required on open side of stairs greater than 30 inches in height. 3) Please show occupant loads for all rooms to verify Tess than 30 occupants are using existing system so a rated corridor will not be required. 4) Provide engineered drawings for I-joist floors and roof. 5) Specify all building materials to be used in this addition(ie concrete etc.). 6) Provide insulation forms from state. When responding, provide an itemized letter stating in what way each numbered issue has been addressed in the revision. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, r /055 Dan Nelson Senior Plans Examiner (503) ft nn i.gov A_ L ‘-- V Post -it® Fax Note 7671 Date yA 0 s To gri, Cr1N� � LE� From ,rt i' )tL Co Co. � l21 ///��� ,/ ^^^��� 3/-.70q Phone # Phone #� 7is 2 4`3id �(� / ¢� �� Fax #50 6.20 (O(c 72 F Phone: 503.639.4171 o Fax: 503.684.7297 o www.tigard- or.gov o TTY Relay: 503.684.2772 .,,• . • , t „,. r • . . L n LDN Architecture, LLC 60,0 Zoo q-coce-ty 7320 SW 35th, Portland, OR 97219 Il (503) 224-0110 Fax (503) 224-5948 & • ..7 - Letter of Transmittal: RE: Project Name Fiefaz-7' r , / , ‘"Si P/ 77O// To: zztazii Cc: A / 0 _2c#M01/ Copies: Description: V /4. riV For your approval For your use ° As requested For review & comment Remarks: By: GPV--fYARAY144r0A/ • 4/6/09 From The Office of Russ Hanson Architect HDN Architecture 8999 SW 57t Portland, Oregon 9721 Re: Pauly Rogers Building Addition 12700 SW 72n Tigard, Oregon 97223 In response to the attached plan review items 1 thru 6 by the City of Tigard plan review by Dan Nelson; please find the following addendum to the project contract documents. This Addendum One is hereby made a part of the project contract documents for the referenced project; provided in letter form, and follows the itemized numbers of Dan Nelsons Plan Review items 1 thru 6. Dan's itemized comments are repeated for reference as addendum items 1 -6.. For reference, Dans letter immediately follows this letter and is attached. Sincerely Submitted , 4. /La D. Nich on rty Nicholson Architect 503 805 8300 for HDN Architects and Russ Hanson Architect of record H D N Architects 8999 SW 57t Portland Oregon 97219 503 244 0288 • City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 March 30, 2009 �I . • :_ . RE: TENANT IMPROVEMENT �T=IGARD: Project Information Building Permit: BUP2009 -00044 Construction Type: 5 -B Address: 12700 SW 72 Occupancy Type: B Area: 7031 Sq. Ft. Stories: 2 Name: Pauly & Rodgers Sprinklers: No The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. Please respond to conditions below. 1) Provide a detailed code summary. 2) Provide a detail showing the guard rail on the open side of the stairs. A hand rail /guardrail combination is required on open side of stairs greater than 30 inches in height. 3) Please show occupant loads for all rooms to verify Tess than 30 occupants are using existing system so a rated corridor will not be required. 4) Provide engineered drawings for I-joist floors and roof. 5) Specify all building materials to be used in this addition(ie concrete etc.). 6) Provide insulation forms from state. When responding, provide an itemized letter stating in what way each numbered issue has been addressed in the revision. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, 1 - Dan Nelson Senior Plans Examiner (503) 718 -2436 dann @tigard - or.gov Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772 , 4/6/09 Re: Addendum One, Pauly and Rogers Building Addition. 1. Provide a detailed code summary: The Code summary for the project can be found on Drawing Sheet 1, in the upper right hand side of the sheet; and comes under several titles: Property Info., Zoning, Building Area, Parking, Code Req. Parking, and Per IBC. Please add the following as Code Summary Items: Building Permit: BUP 2009 -00044 Construction Type: 5 -B Address : 12700 SW 72n Occupancy Type: B Area : 7031 Sq. Ft. Stories: 2 Name : Pauly/Rogers Sprinklers: No 2. Provide a detail showing the guard rail on the open side of the stairs. A hand rail /guardrail combination is required on the open side of stairs greater than 30 inches in height. Attached, please find stairway detail SK-1, dated 4/6/09. PAGE 1 . - . , . t-kik6.1kIL_ AT 4 - — . ■ ! A *"' .. ,, , ...4../ ,.... atiffAr," ,---/ . . A, , litia 1 ' ■a ' , - . I ' . ■—• - , . .0: : ,O • • i., k.• .... . , Limp . - -e -, 4 - 7 ' 1-- , • l lk k ' ' 1 ■ lo . / • - - - - A ' . - - - - p q . 19 1: 44 s'_ t • .. . : ' 2 t . „ IF , - 0 -- IN -, • • . - i • 1' _Ap.,e.7,-.p.•////,(/// ; ! I -- *r ew-- otrfi, r .1 • 4 4//Yry.a.L-4- i•E-Ez.._, ' -- 4 • . .;-:. ff ."- (10 ."`'-- ----- 1 //1 iXagi P.4.PL APP--17-101._a . . . *Pc= - 8 -------- •• • - - - ifi.6 : f • 3. Please show occupant loads for all rooms to verify less than 30 occupants are using existing system so a rated corridor will not be required. Please add the following occupant load factors to the room titles as shown on the floor plan/s. Sheet 1, FIRST FLOOR (Ground Floor), reading from left right (north to south). EAST SIDE ROOMS (E= existing). Using 100 sq. ft.per occcupant load factor. SPACE LOAD (E) OFFICE 2.4 (E) WORK ROOM 1.39 (E) LOBBY/RECEPT./VEST. 3.04 (E) WOMENS ROOM .52 (E) MENS ROOM .45 (E) OFFICE 1.31 (E) OFFICE 1.31 (NEW) OFFICE 1.41 (NEW) OFFICE 1.27 Subtotal East Side 13.10 WESTSIDE ROOMS (E) OFFICE 1.37 (E) OFFICE 1.44 (E) OFFICE 1.57 (E) OFFICE 1.50 (E) OFFICE 1.50 (E) OFFICE 3.02 (NEW) OFFICE 2.63 Subtotal East Side 13.03 HALL 3.74 TOTAL FIRST FLOOR 29.88 Page 2 • Sheet 2, SECOND FLOOR PLAN, Reading from left to right (North to South). EAST SIDE ROOMS (E= existing). Using 100sq. Ft.per occupant load factor. SPACE LOAD (E) OFFICE 2.46 (E) LUNCH ROOM 2.5 (E) MENS ROOM 1.16 (E) STORAGE .30 (E) WOMENS ROOM 1.35 (E) OFFICE 1.82 (E) OFFICE 1.95 (NEW) OFFICE 204 1.78 (NEW) OFFICE 205 1.66 Subtotal East Side 14.98 WESTSIDE ROOMS (E) OFFICE 4.41 (E) PRINT .20 (E) OFFICE 1.47 (E) OFFICE 1.10 (E) OFFICE 1.09 (NEW) OFFICE 201 .93 (NEW) )OFFICE 202 .S8 HALL 2.09 Subtotal 12.17 TOTAL SECOND FLOOR 27.11 PAGE 3 • 4. Provide engineered drawings for I- joist floors and roof. Please find to follow : Trust Joist Corporation Sheet 3, Design Properties and Material Weights Trust Joist Corporation Sheet 5, Floor Load Table. Trust Joist Corporation Sheet 16. Roof Span Table Page 4 • DESIGN PRQPERTIE AND MATERIAL WEIQHT ABOUT THIS GUIDE The products in this guide are readily available through our nationwide network of distributors and dealers. The applications provided in this guide are intended primarily for use in single - family dwellings. For information on how to use these products in multi - family dwellings, or for more information on any iLevel product, contact your iLevel representative. Some TIP joist series may not be available in your region. Design Properties (100% Load Duration) ' Material Weights Mask Properties Bnellee Properties (Include TUN weights in dead load calculations - lekd Nahum loin thd/ Ilastaraa 1W 3W labrme�b see Design Properties table at left for joist weights) Doe UP Rald(t Imbibe ox 1M Venial rid o OW (Bnrtt) L (la i Readies No web 1 with W Floor Panels BO OW StIffenere Sadiron' Pine 111 2.3 2,500 157 1,220 910 1,935 . NA. W plywood 11 /W 210 2.6 3,000 . _ _ 186 ; 1,330 1,005 2,145 N.A. _ .... 2311 2.7 • 3,330 206 1,330 1,060 2,410 NA. W plywood 2 0 psf 110 2.5 3.160 ; 267 , _ 1,560 910 ; 1,935 • 2,295 'h' plywood 2 5 psi 21/ 2.8 3,795 315 1,655 1,005 , 2,145 2,505 13/4' plywood 3 8 psf 1 230 3.0 215 i 4, 347 1.060 1,655 _..._.. � - - -- ..._ - - .... --- ..- .._ _ ..._. .- _ 2,410 � P65 44 1.8 psf 3p 3.0 6,180 419 1,705 1,080 2,460 2,815 100 4.0 . 9,500 ` 636 ; 2,050 1,265 ' 3,000 . 3,475 site OSB 2.2 psi 111 2.8 3,740 392 1,860 910 1,935 2,295 W OS8 2.7 psf 210 31 • 4,490 : 462 ; 1,945 1,005 2,145 . 2,505 W 068 3.1 psf W 230 3.3 4,990 509 1,945 1,060 2,410 2,765 11' OSB 41 psf 3511 33 7 i 612 i 1,955 1.080 I 2,460 2, 81 5 . -.. Based on SouafemP pine M for Pb+1 rdSB wadellsi 5N 4.2 11,275 926 2,390 1,265 , 3,000 3,475 _ 211 3.3 5,140 629 2,190 1,005 2,145 , 2,505 Roofing 23/ 3.5 5,710 691 2,190 1.060 2,410 2,765 1P ; 8, • 8 • - Asphalt shingles 2 5 psf 3// 3.5 8,405 830 2,190 1,080 : 2,460 1,815 50/ _ 4.5 12,925 1,252 2,710 1,265 3,000 3,475 Wood shingles 2 0 psf (1) gaadee 0. sot increase joist moment design properties by a repetitive member use factor Clay the 9 0 to 14.0 psf Slate (W thick) ' 15.0 psf Roll or Batt laudation (1" thick): OP joists inbteadrd Rock wool 0.2 psf for arms application Glass wool 01 psf Floor Finishes Hardwood (nominal 1') 4.0 psf General Notes Sheet vinyl 0 5 psf • Design reaction includes !Muds on the joist. Design shear is computed at the inside face of supports Carpet and pad 10 psf and includes all loads on the span(s). Allowable shear may sometimes be increased at interior supports in • ceramic or quarry tile 10.0 psf accordance with ICC ES ESR - 1153, and these increases are reflected in span tables. Come • The following formulas approximate the uniform load deflection of A (inches): Regular (1•) 12.0 psf for For Lightweight (1') 8 0 to 10.0 psf TJP 110, 210, 230, and 360 Joists TIP 560 Joists Gypsum concrete (s/.') 6.5 psf A = 22S wV + 2.67 wiz A = 22.5 wL + 2.29 wLz Ceilings El d x l0 El d x 10s Acoustical fiber the 10 psf w = uniform load in pounds per linear foot rfi' gypsum board 2.2 psf L = span in feet 1/2• gypsum board 2 8 psf d = out -to-out depth of the joist in inches Plaster (1' ROW 8 0 psf EI = value fmm table above Code Evaluations: See ICC ES ESR -1387; updated ESR -1153 pending (Level Trus Joist* TJI• Joist Specifier's Guide TJ -4000 February 2009 3 . . FLQQR LQAD TABLE Floor -100% (PLF) k stDarSpa r UP ir w ir ir W. 2? 24' Nape VA the Un 1he UN the Un the Uwe Un Total Total Tani blil Total Total Mal Total UN Toni Wad WM Ind Wad Load Wail LIMid Wei IAN bill 11411 Leld 1.1411 tad 1/414 tad UM tad U4N tad 114N tad L/411 1411 lad 1111 • 190 140 152 85 : 127 56 ' 99 38 ` 76 IW 211 210 161 ; 169 99 1 141 657 119 45 ? 90 ' ' 231 • 236 175 • 190 108 158 71 • 133 49 99 111 • : 190 • ! 152 , • 127 92 109 63 i 95 45 ! 76 ' • 2N • 210 • 169 • 141 106 121 74 106 53 92 11W 231 • • 236 • . 190 • i 158 116 i 136 80 . 119 51 102 43 : 83 , ._ �/ -- • ; _.. 241 • _ • 162 _.._ 136 • 139 121 .._._ 69 .. . ._ 108 .._ ._.. _ ..._ 39 78 S1 - 294 • ' 236 • i 197 • : 169 138 1- 148 101 i 132 76 1 . 119 58 ; 108 45 T. 91 111 • 190 • 152 127 • 109 91 . 95 66 85 211 • _ 210 • : 169 • 141 • 121 • - ', 106 . 76 94 57 i 85 _ W 231 • 236 • 190 • 158 136 115 119 83 106 62 , 95 47 " 81 211 • . 241 193 • 162 • 139 • ! 121 98 108 73 , 97 56 i 88 44 81 1111 50M11 , • . 294 • - 236 197 • 169 • . 148 ..... 108 65 99 211 • : 210 • • _ ir no 236 • 169 • 141 • •. .....121 • ' 106 • -- • .__, .__94 _ 76 i 85 58 • 77 190 • 158 • 136 119 • 106 83 95 64 87 50 78 311 • 241 • 193 • - 162 • ' 139 • ' ' 121 • 1 108 • ' 97 75 88 59 ' 81 111 • 294 • 236 • 197 • 169 148 • 132 • 119 ' 108 _.._... 99 • Indicates that Total Load value controls. How to Use This Table General Notes 1. Calculate actual total and live load in pounds per linear foot (pif). • Table is based on: 2. Select appropriate foist Clear Span. — Uniform loads. — No composite action provided by sheathing. 3. Scan down the column to find a TJI® joist that meets or exceeds actual total and — More restrictive of simple or continuous span. live loads. • Total Load limits joist deflection 10 L/240. • Live Load is based an joist deflection of 1.1480. • If a live load deflection limit of L/360 is desired, multiply value in live Load column by 1.33. The resulting live load shall not exceed the Total Load shown. PSF to PLF Conversions Load lo Ponds Per see Foot (PSF) a 1 2 5 1 3 1 1 3 5 1 4 1 1 4 3 1 8 1 1 5 5 1 1 1 Spacli team b Ponds Per Uoar Foot (PIE) 12• 20 25 30 35 40 45 ' 50 55 60 11• 27 ' 34 40 • 47 • 54 , 60 • 67 ' 74 80 it r_ _ 32 _.. 40 48 ..... 56 64 ... 72 ... 80 88 96 24• I 40 • 50 - 60 70 30 90 . 100 110 ; 120 '` WARNING NOTE. Lack of proper bracing during construction can result Ilk 1 WARNIN in serious acciderrts. Observe the following guidelines: ►� Joists d r e 1 . All blocking, hangers, rim boards, and rim joists at the end supports of the T1le DOaS> merNWofi1 mg unstable 1� must be completely installed and properly nailed. Miff MOM until braced 2. Lateral strength, like a braced end wall or an existing deck, must be established at laterally the ends of the bay. This can also be accomplished by a temporary or permanent Abilk _ deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. .._ . Bracing Includes: 3. Safety bracing of lx4 ( minimum) must be nailed to a braced end wall or sheathed �1, • Blocking area (as in note 2) and to each joist. Without this bracing, budding sideways or aID tiff did ki tvoar6tr ar____ • Hangers rollover is highly probable under light conduction bads --such as a worker or one pin awl affair lam walk layer ng. • Rim Board Of arlrlafled aheathr • Sheathing 4. Sheathing must be completely attached to each Tr joist before additional loads 6� • Rim Joist can be placed an the system. •Sh ut Lines • , 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. IN MN malted MO Odare big fat 6. The flanges must remain straight within a tolerance of 1/2' from true alignment. iLevel Trus Joist* TJI• Joist Specifer's Guide TJ -4000 February 2009 5 • . . • • ROOF SPAN TABLE Maximum Horizontal Clear Spans-Roof kLksLIal(WegOsadLaWUk ns) Saw Lai Ana (11110 SP8e 146 •the NU 4. NT. 411 su+ree nts. 1511 Ntl. 11111, I 11U. 1311. SILL • 1NL Iry 1 ON EN HMO WI I WO I Low I we I up. NO I taw se 110 20•0 • 1810" • : 16'-11 IT-r , 1T-2' • 18.-5 10-r 17-2. 18-r 5.-11 14.-r SW 211 21 • 18-10' ; 20-2' 1T-1r 283' ! 19'4' 1T-8 • 231 2r-ir 188 20'-10' 18'-6' 20-11' 18-9' 2•-2' 18'-1' 18 11-0' 17'-9' 10-2' 111 23'-11' : 2r -4* 2r-r 20'-2' 2r-r ; 20-8 ! 2r-r. ; 10-5' • 18.-r 1r4r 17 211 254 • 22'-6' 24'1 214' 24'2 21-8' , 223 2811 214' 19.8 13.-8 . Iry 11W 238 26'-l'. 23'4 ; 22-8 24'-11' i 22-4' • 24'-0' 21-r 22.-5 20-4' 20-8 19-3' 3N 27-9' 24'-9' 28-5' . 28-5' 264' 2818 ' 25'4' . 22-0' 2341' 21'-7' • 22'-7' • 20'4' SO 31'-11' : 288 : 30'-5' ; 0' 30 ; 2T-8 ; 2T-8 : 20-8 1 27'4' : 24'-18 20- 0' ; 20-P W 111 27-2* 24'-3' 25-7' . 23-0' 289' 23-4' 23-4' 22-4' 21-2' 20 19'-6' 18'-11' 2111 28-9' : 25.-r 27'4' 24'-3" 274 244' : 25-7' : 23'4' 23'-3' • 2r-4. 21'-5' 20-8 14' 231 29-8' 28-6' 28-3' 25-1' 28-5' 25'-8 27-0' 28-7' 28-6' 23'-r 22-7' 21-10. 311 91.-e . 1 28-2' • " 30-0" ; 288 38-2' 27'1 ! 29-0 •, 26'1 ; 27-2. 24'7 25-8* ; 23-8 SU 39'-r 32-4' 38-6' 387' 38-8 381' 38-4' ; 30-8 31'-2' 28-3* . 20-6' 26'-9' 218 3r ; 28'-8 • 30'-8 26'-11' 280' 274' ; 27'-8 : 20-2' ; 24'-10' ; 28-11' ! 2r-r • 238 3248 • 20-4" 21-3" 30-7' • 28-2' 2841' 274 • 202 284 242 23'-5' 11' 1U 34.-11 1 382' 33'4 28-6 388 30-8 ; 32-2' ; 28-11 30-1 2T2 26'0' 2540' * 481' 35.-r 38-2' 33'-11' 384' 38-5' 30-11' 33-2' 34'-6' 31-3' • 314' 29-8' 111 184' : 10-9' 1T-11' 15'-18 18'-o• 16-1" 1T-3' 15'-7' • 15-9' ; I4'-r 14'4' 18-18 SW 218 19'-10' 174' 18'-11' 16'-9' 180' 17'-4'18'-3' 17'-1' 15'-8 18-11 14'4r 231 26'4' ; 19'4" 1r-4. 13.4. 18-11 ! 180' • ; 17'4' 104' 188' - 15-2" 111 22-5' • 204 21'4' 19'-0' 20'4' 19-3' . 13.-r 18'T 17'-9' 17.-r 16.-4' 18-10' 211 23'-9' 21'-2' , 22*-7' 20'4 224' ; 20'4' 21'4' 1r-r 194' 18'4' 1T-11' 17'4' 11W 238 28-6' 21'-10' 23-4' 20-8' 214" 22-6' 20-3' . 20-6' 19'-1' 1841' 18-1' NO 26'-1' 7 23'-3* 28-10' - 22-0' 28-11' . 22'4' .; 28 2V-r 22'-5' 20-3" 21'-r 1T-3' 181 30- 0' 20-9' 28-7' 25'4' 28'-8' 28-9' 2T-7' 24'-10' 25-9' 234' 24'-4' • fl' -Z' us. 118 28-1' 2r-1r 23'4' . 287' 22 214' 21-4* 20-4' : . 18-7. ; 1T-0' 17-3' 211 27-0' 24'-1' 25'-7' 22'-10' 28-9' 23'-.2* 234' .. 22-4' 282' 20'4' 18'-18 18-11' 14' 238 22-10' ; ior -10 10 ! 23'4' . 26'T ; 284r . 28-r 23'T 224' 21 ; 20'T 10-11' 3U 28r 285' 28-2' . 25-0' 28-4' 25-5' 2T-3' 28-6' 28-6' 23-1' 21-7' 21-8' * 38-0" ; 30-8 82-5' ! 20-9 324' ; 204' 31-4' ' 28-2' ; 26-6', 20-3' 25'4 29'-5' 26'-8 27'-5" 28-4' 20-5' 28-2' 28-0' 23'-11* 22-3' 21'-10' 18-10' 20'-2 231 30'-11' 27'4' 28'41' 26'-1' 2811' 20-8 26'-4' 25'2 23'41 • 23'4' 21'-2' 21'-3' su 3240 29'3 314 • 27 31-5 . 20-2' 30 27'2 25. 254 21-7 21-8' 118 37'-8" 1 33'4' 3r-tr 31'-18 30-8 " 324' ' 34'4' ! 314' 31'4' 29'4' 26'4' 28-8 110 17-5' 15'-8 16'-7' 14'-8' 10-8 • 14'-11' 15'-6' 185* 14'-1' 13'-6' 13'-0' 12'-7' i.,•ane :OW , 2111 188 ; 10-8 . 188 . 184' .; 48? 15.-r 10-1r ; 154 184 ; ; ; 184' 184 . 13'4' 231 19-0' 180' 18'-1' 10-1' 18-2' 10-4' 11'-8 18-9' 10-3' . 14-10' 18-0' 18-0' 118 ! 18'4' 19'-2' 18' . 17'-r • 17'4' 16'4' 15-10' : 15-3' 1.8-7* 14'-2' 211 21-11 19 7' 20'4r 1r -r 204' 1818 ITT ; 18-? 114 104' 18-0' 15-6' 1 22'4' 2V-3' ; 21.r 18 318 241 21.-6 0' 20-8 23! 20 224' 217-8 204 189 173 17'4' 51111 27'-9' 28-9' ; 26-5' 23'4' 26-r 23'40' ; 284' 28-0' • 28-10' , 21.-r 21'-1' ; 20-3' 24* 111 22'-5 21'-1' 20'-10' . 186' 20-2' 13.-2. 180' • 18-2. 16'4' 10-7' 13'4' 18-7' 28-7' . 22-4' • 22-11' ; 281' 22-1' 21-0' 20'40' 10-11' 18-3' : 15-8 16 14' 231 289' 234 28-1' 2810' 23'-• 22-2' . 21'-0' 20-0' 19'-3' 16'-11' 17-0' IN 288 284' 26'4' ?2' 6'-3' ' 25'-0' 72'4' : 20 -5' 20'-? 17'4' 17-4' 511 31-6' 28'-1' 304' 26'4' 30-2' 21-0' 29'-0' 20-1' 28-11' 28-7* 2V-1' 20-3' 215 20-8 ; 24'4' ; 244' 22'-ir 23-8' : 22-6' : ; 21'4' ; 1T-10' ! 18-9' . 15-0' ; 16'-r 231 47'-9' • 25'-8 28-10' 24'-2• 28-11' 23 23'-7' 286" 20-0' 19'-9" 10-11' 1T-0' 3S1 30-4' ; 2P-1' 28-11' : 25'-8' 72'-2' 204' • 28-0' • 281' 288 ; 2r-r 17'-3' ; ir-4. 318 34-10' 31.-2. 33'-2' • 29'-6' 33-4' 29'-11' 30-6' 28-3 28-11' 23'-7' 281' 20-3' How to Use This Table General Notes 1. Determine appropriate live and dead load, and the load duration factor. • Table is based on: - Uniform loads. 2. If your slope is 6:12 or less, use the Low slope column. If it is between 6:12 and - More restridiwr of simple or continuous span. 12:12, use the Nigh column. - himimum roof surface slope of 14:12. 3. Scan down the column until you find a span that meets or exceeds the span of - 1W minimum end bearing and 31/2' minimum intermediate bearing. your application. • Total load limits joist deflection to L/180. 4. Select UR joist and on-center spacing. • Live load is based on joist deflection of Lt240. • A support beam or wall at the high end is required. Ridge board applications do not provide adequate support. • Spans shown assume no web stiffeners at intermediate bearings. 16 iLevel Trus Joist' TJI• Joist Specifier's Guide TJ-4000 February 2009 5. Specify all building materials to be used in this addition (ie. Concrete etc.). Please add the three following 81/2 x 11 sheets specifying this projects building materials. • Page 5 • MANUFACTURER DESIGNED WOOD TRUSSES /JOISTS: WOOD TRUSSES SHOWN ON DRAWINGS SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST THE LOADS INDICATED IN THE DESIGN LOADS SECTION PLUS ADDITIONAL SUPPORTED LOADS, ACCORDING TO ACCEPTED METHODS AND STRESSES AS APPROVED BY ICBO. PROVIDE A MINIMUM OF FOUR SETS OF SHOP DRAWINGS FOR REVIEW AND SUBMITTAL TO THE BUILDING DEPARTMENT BEFORE FABRICATION. MANUFACTURER SHALL INDICATE ALL NECESSARY INFORMATION ON ERECTION AND BRACING TO PROVIDE FOR A SUITABLE INSTALLATION. MANUFACTURER TO VERIFY EXACT LOCATION, WEIGHT AND DIMENSION OF MECHANICAL UNITS WITH CONTRACTOR OF ARCHITECT. MANUFACTURER SHALL INSPECT COMPLETED INSTALLATION AND SHALL PROVIDE A WRITTEN REPORT TO ARCHITECT AND ENGINEER INDICATING THAT MEMBERS ARE INSTALLED IN ACCORDANCE WITH THEIR REQUIREMENTS. DRILLED ANCHOR BOLTS: MECHANICAL ANCHORS IN CONCRETE: THREADED ROD PORTION OF ANCHOR SHALL CONFORM TO ASTM A307 OR GREATER CAPACITY. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MINIMUM DEPTH OF EMBEDMENT SHALL CONFORM TO MANUFACTURERS REQUIREMENTS BUT SHALL NOT BE LESS THEN 4.5 BOLT DIAMETERS WITHOUT PRIOR APPROVAL. WHERE CLOSE TO EDGE OF CONCRETE ORIENT BOLT SO THAT WITHOUT PRIOR APPROVAL. WHERE CLOSE TO EDGE OF CONCRETE ORIENT BOLT SO THAT EXPANSION FORCE DOES NOT OCCUR TOWARD FREE EDGE. APPROVED PRODUCTS INCLUDE: HILT! KWIK —BOLT, RED HEAD WEDGE ANCHOR, USE SUP —R —STUD, AND OTHER PRODUCTS WITH SIMILAR ICBO APPROVED VALUES. NAIL CONNECTION SCHEDULE SEE DETAILS FOR ADDITIONAL REQUIREMENTS ASSEMBLY MEMBERS CONNECTION NAILS REMARKS ® STUDS TO PLATES END NAIL (2) 16d's TOE NAIL (4) 10d's TOP PLATES SPIKE TOGETHER 10d @ 8" O.C. BOT. PLATES LAP 8 INTER. 4 -10d EA. SIDE FLR, RF, 1 .) PL. OR BMS. TOE NAIL 2- IOd's 4 CEILING 2.) BLKG TO PL. TOE NAIL 2- IOd's JOIST TO 3) BLKG TO JST. EACI-4 END 2 -IOd's CORNER STUDS - 10d @ 12" O.C. 2x LAMINATED BMS. - IOd @ 12" O.C. T4B STAGGERED 1.) EA. BOARD TO TOE NAIL I- 40d TO SUPPORTING 4X6 MEMBERS FACE NAIL 1- 60d TONGUE 2 • ) TO PARALLEL FACE NAIL I- 60d @ 8" O.C. WALLS 4 BEAMS GROOVE 3.) TO ADJACENT FACE NAIL 8" SPIKES @ COURSES 30 "O.C. NOTES: 1.) MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS, SEE DRAWINGS I.) NAIL TYPE: COMMON, SEE DRAWINGS 0 NAIL * CONN. SCI- IEDULE • GENERAL STRUCTURAL NOTES THESE NOTES SHALL STIPULATE THE MINIMUM STANDARDS OF CONSTRUCTION, AND THE DRAWINGS SHALL GOVERN OVER THE NOTES IN ALL MATTERS SPECIFICALLY STATED. VERIFY DIMENSIONS AND EXISTING CONDITIONS, AND NOTIFY ARCHITECT OR ENGINEER OF DISCREPANCIES BEFORE PROCEEDING. THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDITIONS AT THE JOBSITE, AND FOR TEMPORARY SUPPORT OF THE BUILDING PRIOR TO THE COMPLETION OF THE VERTICAL AND LATERAL LOAD SYSTEMS. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. DESIGN LOADS: FLOOR , EXITS AND STAIRS LL = 100 PSF LIVE LOAD BASIC ROOF LIVE LOAD = 25 PSF UNIFORM W/ 15% WOOD STRESS INCREASE WIND LOAD = 80 MPH EXPOSURE B. SEISMIC PER IBC DESIGN CATEGORY D SOIL TYPE SD - FOOTING DESIGN BASED SOIL BEARING PRESSURE = 1500 PSF. FOUNDATIONS: FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR PROPERLY COMPACTED ENGINEERED FILL PLACED OVER PROPERLY PREPARED SUBGRADES. DO NOT EXCAVATE CLOSER THE 1 1/2 TO 1 SLOPE BELOW BOTTOM OF FOOTINGS. BACKFILL ALL PIPE TRENCH AND OTHER EXCAVATIONS BELOW FOOTINGS AND SLABS WITH MATERIAL SUITABLE FOR COMPACTION. COMPACT TO DENSITY OF 95% OF STANDARD PROCTOR DENSITY (AASHTO T -180). PROVIDE 6 INCH MINIMUM THICKNESS COMPACTED GRANULAR BASE UNDER CONCRETE SLAB ON GRADE AND INCREASE WHERE NOTED. CONCRETE: THE ACI STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI -301 SHALL BE FOLLOWED FOR ALL ITEMS NOT SPECIFICALLY COVERED ON THE DRAWINGS AND SPECIFICATIONS. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3000 PSI . MAXIMUM SLUMP SHALL BE 4 INCHES MINIMUM 5 SACKS CEMENT PER YARD FOR SLABS ON GRADE. CONCRETE EXPOSED TO FREEZE /THAW CYCLE SHALL HAVE 5% ENTRAINED AIR. SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO LOCAL CODE AND SHALL HAVE TOOLED JOINTS AT 5 FEET MAXIMUM, WITH 1/2 INCH PREMOLDED EXPANSION JOINTS AT 30 FEET MAXIMUM. CONCRETE REINFORCING STEEL: REBAR SHALL CONFORM TO ASTM A -615 GRADE 60. WELDED WIRE MESH SHALL CONFORM TO ASTM A -185. PLACE AND SECURE ALL BARS PER ACI STANDARDS, AND MAINTAIN SPACING AND CLEARANCE REQUIREMENTS. MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS: • CONCRETE EXPOSED TO EARTH OR WEATHER No. 5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR IN CONTACT WITH GROUND OR IN CONTACT WITH GROUND: SLABS, WALLS & JOISTS: NO. 11 BAR BAR OR SMALLER 3/4" LAP SPLICE ALL CONTINUOUS BARS A MINIMUM OF 40 BAR DIAMETERS, OR AS NOTED ON DRAWINGS. DOUBLE BARS IN ALL WALLS AROUND OPENINGS. PROVIDE 2' -0" X 2' -0" CORNER BARS OF SIZE AND SPACING TO MATCH HORIZONTAL BARS AT ALL INTERSECTIONS OF WALLS AND FOOTINGS. PROVIDE FOOTING DOWELS OF SIZE AND SPACING TO MATCH VERTICAL BARS IN WALLS AND COLUMNS. WOOD: LUMBER GRADES SHALL BE AS FOLLOWS, EXCEPT AS NOTED ON DRAWINGS: JOIST, RAFTERS & 4 INCH NOMINAL BEAMS #2 GRADE DOUGLAS FIR POSTS & 6 INCH NOMINAL BEAMS #1 GRADE DOUGLAS FIR 2x4 AND 2x6 STUDS STUD GRADE DOUGLAS FIR GENERAL FRAMING 4x4 & SMALLER STD. OR STUD DOUGLAS FIR PLATES © MISCELLANEOUS #2 GRADE DOUGLAS FIR BLOCKING & NAILERS #3 GRADE DOUGLAS FIR PLATES & SILLS ON CONCRETE PR. TR. DOUGLAS FIR PROVIDE SOLID BLOCKING FOR JOIST AND RAFTERS AT ALL BEARING WALLS AND BEAMS. PROVIDE BRIDGING AND FIRESTOPPING AS REQUIRED BY CODE. ROOF, WALL AND FLOOR SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1 ORIENTED STRANDBOARD OR EXT -1 CDX PLYWOOD. SEE DRAWINGS FOR PANEL INDEX, INSTALLATION, AND NAILING REQUIREMENTS. NAILING INDICATED ON DRAWINGS TO BE WITH COMMON NAILS. NAIL ALL MEMBERS WITH MINIMUM NAILING TO CONFORM TO TABLE #23— II —B -1 OF THE UBC AND INCREASE WHERE INDICATED. FASTENERS AND HANGERS NOTED ON THE DRAWINGS ARE MODEL NUMBERS OF "SIMPSON STRONG —TIE COMPANY, INC." AND MAY BE REPLACED WITH EQUIVALENT MODELS BY OTHER COMPANIES HAVING EQUIVALENT PROPERTIES AND STRENGTHS. INSTALL ALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH NAILING IN ALL AVAILABLE HOLES. CUTTING OR NOTCHING OF BEAMS, JOISTS, RAFTERS AND COLUMNS NOT ALLOWED WITHOUT PRIOR APPROVAL. JOISTS AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 15% OF DEPTH DRILLED AT CENTER OF MEMBER. STUDS IN BEARING WALLS MAY BE NOTCHED NOT EXCEEDING 25% OF DEPTH AT TOP AND BOTTOM 1/5 OF HEIGHT OR MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 1/3 OF MEMBER DEPTH DRILLED AT CENTER AT ANY HEIGHT. GLULAM WOOD MEMBERS: GLUE LAMINATED BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE WHERE CONCEALED, DOUGLAS FIR COMPLYING WITH CURRENT AITC 117 DESIGN STANDARD. FIBER STRESS IN BENDING SHALL BE Fb = 2400 PSI FOR BEAMS 15 INCHES AND DEEPER, AND Fb = 2000 PSI FOR BEAMS 13 1/2 INCHES DEEP AND LESS. Fv SHALL BE EQUAL TO 165 PSI. GLUE SHALL BE OF A WATERPROOF TYPE. MULTIPLE AND CANTILEVER SPAN BEAMS SHALL HAVE FULL STRESS CAPACITY AT TOP OF BEAM WHERE TOP IS STRESSED IN TENSION, AND SHALL BE COMBINATION 24F —V8 OR 20F —V8 ACCORDING TO DEPTH NOTED PREVIOUSLY. • 6. Provide insulation forms from state. Please add the following state forms: Sheet 3a (Building Envelope- General) Sheet 3b ( Perspective Path- Climate) Sheet 3b ( Perspective Path - Zone) Sheet 3b ( Perspective Path- Roof/Ceilings) Sheet 3b ( Perspective Path- Floors) END OF ADDENDUM ONE Page 6 Form 3a Project Name:I 1 Page:I , BUILDING ENVELOPE - GENERAL check ant boxes that 1. Exceptions (Section 1312) art*N. ❑ No Envelope Components. The building plans do not call for new or altered building envelope components, e.g., walls, floors or roof /ceilings. ❑ A Non -conditioned Building. The proposed structure has no spaces heated or cooled by an HVAC system. Exceptions ❑ Exception. All new or altered building envelope components do not comply with the Discussion of qualifying requirements, Section 1312, but qualify for Exception: 0-1 0-2 0-3 0-4 ❑ -s exceptions in instructions Portions of the building that qualify: section. Plans /Specs I Show compliance by The plans/specs show compliance in the following locations: including a drawing sheet, detail number, 2. r Leakage (Section 1312.1.1 spedfication section 2 Al ( 1312.1.1) and /or subparagraph. ❑ Complies. Plans require penetrations in building envelope are sealed and windows and doors are caulked, gasketed or weatherstripped. The plans/specs show compliance in the following locations: I I 3. Suspended Ceiling (Section 1312.1.2.1) ipg Complies. Building plans do not show suspended ceilings used to separate conditioned space from unconditioned space. No exceptions permitted. 4. Recessed Light Fixtures (Section 1312.1.2.2) ❑ Compiles. The building plans do not show recessed light fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. ❑ Exception. The building plans require that fixtures installed in direct contact with insulation be insulation coverage (IC) rated. The plans/specs show compliance in the following locations: I 5. Moisture Control (Section 1312.1.4) ❑ Complies. A one -perm vapor retarder is installed on the warm side (in winter) of all exterior floors, walls and ceilings, and a ground cover installed in the crawl space of both new and existing buildings where insulation is installed. The plans/specs show compliance in the following locations: I ❑ Exception. All new or altered building envelope components do not comply with the vapor retarder requirements of the code, but qualify for an exception. Note applicable exception. Section 1312.1.4, Exception: 0-1 0.2 Portions of the building that comply: Climate 6. Climate Zones Zones F- Zone 1 - A building site is in Climate Zone 1 if its elevation is less than 3000 feet above sea level and it is in one of the following counties: Benton, Columbia, Clackamas, Clatsop, Coos, Curry, Douglas, Jackson, Josephine, Lane, Lincoln, Linn, Marion, Multnomah, Polk, Tillamook, Yamhill, or Washington. 1 0-AV' , ❑ Zone 2 - Budding sites not in Zone 1, or where construction site elevation is 3000 feet or higher in Zone 1, are in Zone 2. 3-1 compliance with oSSC, effective 04101/07 . . • • Form 3b Project Name: Page: • PRESCRIPTIVE PATH Part 1 of 4 CLIMATE Exterior Wall . Window Area Area • • Glazing Maximum Glazing (total rough frame ft2) (gross ft2) `96 Fraction Complies Glazing s orred Z W • •..t • ' 115 0 . X loo a tZ % J N/A . Cale- seml- ulati0II • Conditioned 4. .: X 100 =. N/A See instruction Space • section for a Conditioned • discussion of Mechanical • + X 100 = glazing percent N/A calculation. Penthouse Windows Window Max • Minimum Window Shading • Minimum From Work -sheet . (ftom Worksheet 3d) U- Factor' Assembly dram wafoh.at 3 c Assembly 3d, place the highest Overall #NIA Q. 35 a IAA - o Window U - factor U - Value Compiles SC Complies and highest , Center -of -Glass Required SC. Or check Minimum • 'RequlredMinimum minimum Assembly (Fixed • • • Assembly assembly and tannd.t Identify window. Required Mini - mum Assembly . (Operable Windows and , • • Curtainwall) • . . . The plans /specs show window compliance in the following locations: Notes t 'From Worksheet 3d, place the highest Overall Window U- factor or check (Minimum Assembly). See Window Requirements" in table on the following cage for specific MA reauirements. Excel version will automatically insert minimum assembly requirements or oreatest U -value from Worksheet 3d. 2. From Worksheet 3d, place the highest "center-of-glass" shading coefficient (SC) for glass or check MA (Minimum Assembly). See Window Require- ments" in following table for specific MA requirements. Excel version will automatically Insert minimum assembly requirements or greatest SC from Worksheet 3d. Shading Coefficient (SC) can be calculated from Soler Heat Gain Coefficient using the equation: SC = SHGC + 0.87. Menufectureie data may also be used to document SC. • Walls ' . , . .:. - R Wall / Insulation Type • Insulation Only U- Factor See instructions I yf trrp•r I� Cu./04.43 Fr .... Ins Z ' or fora discussion of wall require- I merits. { or or 1 J _ or 1 J or Below- tirade R Value Walls Insulation Only 'U- Factor' See instructions Below -Gr Walls (Min. R -7.5) • (Max. 0 y fora discussion of • or ,' �. requirements. +'`i� ' w ( Notes 3 Submit Worksheet 3a for each calculated assembly U- factor � ,i. l . 3-2 Compliance with OSSC, effective 04/01/07 • Fomi 3b Project Name:( I Page: I PRESCRIPTIVE PATH Part 2 of 4 Code Requirements - Zone 1 Discussion of these requirements In the Instruction section. .. ZONE 1 . Wall Requirements , Window Requirements • Max. Glaring .R -Value Shading Fraction Wall / Insulation Type .. .Inadat on Only U- Factor Max. U- Factor Coefficient Up to 1596 CMU 'Masonry wwntearal loose fi1F Insulation WA . or 0.300 Masonry or conete ° . w /oont. exterior insulation 1.4 or 0 0.540' 0.57' cr - CMU Masonry w/integral dald fill insulation N/A or - 0.210 Masonry or concrete ° . w/interior Insulation 11 or '0.130 Up t 30% Masonry or concrete ° . w/cont. exterior insulation 2.8 or 0.210 ' Frame (wood or metal framing) 13 or 0.130 0.44:e 0.57 Other /provide short description) 13 or 0.130 - CMU Masonry wfintearal rigid fill insulation N/A • or 0.210 Masonry or concrete ° . w/interior insulation 11 or • 0.130 Up to 4096 Masonry or concrete ° . w /oont exterior insulation 2.8 or 0.210 0.370 10 • Frame (wood or metal framina) 13 of : 0.130 0.35 Other /provide short descde on) 13 .. « 0.130 Code Requirements - Zone 2 Discussion of these requirements In the Instruction section. ZONE 2 • Wall Requirements Window Requirements Wall / Insulation Type - . Max. • Max. Glazing R Value U- Factor Max. U- Factor Shading Fraction° Insulation Only Coefficient Up to 15% CMU' Masonry loose flli insulation N/A • or 0.300 11 71 Masonry or concrete w /cunt. exterior insulation 1.8 or . 0.270 0 0.57 CMU Masonry wfrrtearal rigid fill insulation WA or 0.160 Masonry or concrete ° ,•w /interior Insulation 13 -, or 0.090 Up to 25% Masonry or concrete ° . w /cunt. exterior insulation 4.3 or 0.160 11 11 Frame (wood or metal framing) • 19 or 0.090 0.500 0.57 Other (provide short description) 19 or 0.090 CMU Masonry /integral rigid fill insulation N/A or 0.160 . Masonry orconc ete ° , wlintericr Insulation 13 Of 0.090 Up to 33% Masonry or concrete ° . w /cont. exterior insulation • 4.3 or 0. 60 • 0.370 0.43 Frame (wood or metal framino) 19 or 0.090 Other /provide shod descripfoni 19 - of 0.090 Notes ° The Simplified Trade -aft Approach must be used if glazing traction exceeds allowable percentages. 5 Minimum weight of masonry and concrete walls = 45 Ib/ff2 of wan face area s All cores to be fined. At least 50% of cores must be filled with vermiculite or equivalent fill insulation. 7 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double - glazed window with a 0.5 inch air space, low-e coating and aluminum frame. MA shading coefficient description Is a tinted outboard pane of glass. For Operable Windows or Curtalnwall: double - glazed window with a 0.5 inch air space, lowe coating and thermally broken frame. MA shading coefficient description is a tinted outboard pane of glass. a AI cores except bond beams must contain rigid insulation inserts approved for use in reinforced masonry walls e Batt insulation installed in metal or wood frame wails shall be Insulated to the full depth of the cavity, up to 6 indies In depth. 10 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double- glazed window with a 0.5 inch argon fined space, low-e coating (e<- 0.05) and thermal break frame. For Operable Windows or Curialnwan: only use Max U- Factor. MA shading coefficient description is a 0.25 -inch thick glass with lowe coating (e<= 0.05) with a tinted outboard pane. 11 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double -glazed window with a 0.5 Inch air space, lowe coating and aluminum frame. For Operable Windows or Curtalnwall: double -glazed window with a 0.5 inch air space, loww -e coating (e== 0.1) and thermally broken frame. MA maximum shading coefficient description Is a tinted outboard pane of Class. d r. 1 , 12 Prescriptive MA (Minimum Assembly) - For Fixed Windows, a double -glazed window with a 0.5 inch argon fin e filled space. low coating (e<= 0.05) -• ' _ r, and thermal break frame. For Operable Windows or Curtdnwatl, only use Max U- Factor. MA shading coefficient description is a 0.254nch thick '" '•` class with low-e coatino (e <= 0.051. u . . 3 -3 Compliance with OSSC, effective 04101/07 Form 3b Project Name:l 1 Page:I PRESCRIPTIVE PATH Part 3 of 4 • • Roofs/ R -Value trtsutefiori Cady U- Facbx Ceilings Roof /. Ceiling" . (Min. R-19) (Mex. 0.050) See in for a d on o f ' R A. F R 3 2 I igrasi o °' roofsloefings. Notes 11 Write-in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. 12 Submit Worksheet 3b for each calculated roof/ceiling assembly U- lector. Slwlight Area Roof Area Skylight Maximum Skylight (total rough frame ft!) (gross ft2) 96 Fraction Complies Skylights Conditioned A ' x ,00 = N/A glazed Space 1�/ smoke vents. See instructions Semi- for a dicussion of Conditioned + X10012 N/A skylights. Space . . Conditioned Mechanical + X 100= N/A Penthouse • Skylight Area . Roof/Ceiling Area Sk)Aight h (gross ft2) • Percent • Skylights . Max Minimum ,Skylights Shading Minimum From Worksheet m Worksheet 3d) U- Factor • Assembly mom ' Coefflcient Assembly 3d, place highest Overall Vertical 4/N/A ❑ • #N/A - N/A Window U -factor and highest U - Value Complies ' Yes SC Compiles Yes " Center -of -Glass SC. ` Required Required Minimum Minimum N/A N/A (must use SC) Assembly , Assembly _ The plans/specs show window compliance in the following locations: I Code Compliance . Thermal Performance Shading Coefficient Option Overat Vertical U- Factor Center of Glass SC Require- performance U -1.230 for overall assembly in overhead plane SC-0.47 center-of -glass meats Min, Assembly Double glazed, 0.5 -inch airspace WA (MA) Notes 13 Skylight percentage area is based on total skylight and smoke vent rough frame area divided by total condYtioned roof area. Percentage must not exceed 8 percent of total roof /ceiling area in conditioned building space. The Simplified Tradeoff Approach must be used If glazing fraction exceeds allowable percentages. 14 From Worksheet 3d, place the highest Overafl Vertical U- factor or write -In MA (Minimum Assembly). See "Skylight Requirements' in table above for specific MA requirements. 15 From Worksheet 3e, place the highest center-of- glass" shading coefficient (SC) for glass. See "Skylight Requirements" in table above for specific MA requirements. Shading Coefficient (SC) can be calculated from the Solar Heat Gain Coefficient using the equation: SC = SHOC 0.87. Manufacturers data may also be used to document SC. i~ C f!".171...7 T 3-4 Compliance with OSSC, effective 04/01/07 Form 3b Project Name:1 1 Page:1 PRESCRIPTIVE PATH Part 4 of 4 • Floors R -Value • for a n i tru io s Floors over Unconditioned Spaces" insulation Only U- Factor floors. X1/0 o<c 1 or I Heated Concrete Slab Edge R Value Insulation Ony Nt, 1 Heated Slab -on -Grade (Section 1312.1.2.4) 0 Complies. Building plans show insulation extending downward from the top of the slab a minimum distance of 24 inches or downward and under the slab for a combined minimum distance of 24 inches or to the bottom of the thickened edge of the of slabs used as a foundation. The plans/specs show compliance in the following locations: Notes " Write-in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. 17 Submit Worksheet 3e for each calculated floor assembly U- factor. 18 Write -In a short description for Heated Slab, which has heat, integrated into slab such as hydronic heat. If more than one floor type, enter the lowest insulation R -value or the highest component U-factor of any floor. Code Compliance Options Min. R -Value Max. U- Require- Component Insulation Only Factor Floor over Unconditioned Spaces 1 11 . 1 or 1 0.070 climate Climate Component Zone 1 Zone 2 ,Heated Concrete Slab Edge, Min. RValue • 1 7.5 1 -. or 1 10.0 Doors See instructions R -Value U- Factor for a dirxission of Doors". Insulation Only Center-of-Panel opaque, wall leaf width greater than 4' (Min. R -5) (Max. 0.20) doors. s ft" Fr w -t— 1 I" 1 0.4 O t9 Notes Write-in a short description for Doors. If more than one door type, enter the lowest insulation R -value or the highest center -of- panel U -factor of any door. The following doors are exempt from door and window U -factor and shading coefficient requirement w • ..� r 3.5 Compliance Win OSSC, effective 04/01/07