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e 2cv e i • City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 April 9, 2009 �� . • e • .. RE: ADDITION T I GARD Proiect Information Building Permit: BUP2009 -00044 Construction Type: 5B Address: 12700 SW 72 Ave. Occupancy Type: B Area: 1390 Sq. Ft. Stories: 2 Name: Pauly & Rodgers Sprinkled: No The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition and the 2007 Oregon State Fire Code 1) Suspended ceiling to be installed as per ASCE 7 or Oregon State Interpretation. 2) All improvements made to the building shall be inspected prior to covering. 3) Make approved set of plans available for all inspections. 4) A total of 25% of the cost of the project shall go towards removing architectural barriers (accessibility). 5) All framing shall conform to accepted engineering standards. FIRE LIFE AND SAFETY / GENERAL The main exterior door or doors are permitted to be equipped with key - operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. Sec. 1008.1.8.3 All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Sec. 1008.1.8 Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Sec. 1011.1 Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 1 /2 hours of illumination in case of primary power loss. Sec. 1006.3 FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. Amended Construction Documents: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772 not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. OSSC 106.4 Work Commencing Before Permit Issuance: Any person who commences any work on a building or structure before obtaining the necessary permits shall be subject to an investigation fee equal to the permit fee that shall be in addition to the required permit fees. OSSC 108.4 Inspections: Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other laws or ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other laws or ordinances of the jurisdiction shall not be valid. OSSC 109.1 Approval Required: Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. OSSC 109.6 Use and Occupancy: No building or structure shall be used or occupied, and no change in the existing character, use or occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy for such change in character, use or occupancy, therefore, as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. OSSC 110.1 American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Respectfully, O f d vair Dan Nelson Senior Plans Examiner (503) 718 -2436 dann @tigard - or.gov LDN Architecture, LLC 7320 SW 35"', Portland, OR 97219 RECEIVED (503) 224 -0110 Fax (503) 224 -5948 6 2009 APR " OF TIGARD �• O UI DING DIVISION Letter of Transmittal: RE: Project Name P,u< -V J � v�LV1N� �1�P� B To: p!`/ Cc: • is• - .r' LI • Copies: Description: � /4 0/V- For your approval For your use As requested For review & comment Remarks: By:P� /// ^�� r 4/6/09 From The Office of Russ Hanson Architect ^E �� HDN Architecture � 1. 8999 SW 57` Portland, Oregon 9721 APR ' 6 2009 CITY OF TIGARD Re: Pauly Rogers Building Addition BUILDING DIVISION 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 , AO, 4//t/difi Larry D. Nicholson Architect 503 805 8306 for HDN Architects and Russ Hanson Architect of record H D N Architects 8999 SW 57` Portland Oregon 97219 503 244 0288 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 March 30, 2009 RE: TENANT IMPROVEMENT TIGARD Y 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 less 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, 'a t,\7 0 ( 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 72" 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 ' ... >, ' ' • 4- ' -. a k „ ., - - --- 6•OVI I • • _L- -- - , AI. -- - - • L : / • .1A:A -2-41 :bvt 4.' . q . 1 ' i ___.:1 ■.___, j, 1,_ • .-st , - -- -t- : / ' 1 , 1 1 .,,, . i __ ) .‘ . 4:t Ilk klui ! - 7\ /' -/ b - '." (1 _ , / ■ ' ..I . . /7 4ir . _ .. . 1.. _ . , la ;t' 1 - 0 -- ----a ---Ell . uuI F_:--..' // A - r , . li ore..../..-,vA,,, 777 7-p.....2..... t . .-0 . , .II - i--.. -- ir • r7 - - _______ ,,,,, 0 • / /7L --- a::: :4)P/ 776 APPg_H_IL71,01 __OiY -. X-.. f * • - - 4 01 , 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 .88 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 lira joist series may not be available in your region. Design Properties (100% Load Duration) Material Weights Basic Prgertiee Radios Properties (Indude T11e weights in dead bad calculations- joist Mahan joist Oct/ Mahone 1W OW lute neatb see Design Properties table at left for joist weights) IWO TWA 1gY�t a i 1Mbootee Floor Panels (sNti 0 N IIr�M (NIm well 014 014 Meets Whom Seatbee Pine 110 2.3 2,500 157 1,220 910 1,935 N.A. w plevood 17 V A ' 210 - - it 3.000 186 ' 1,330 N . . 231 2.7 3,330 206 1,330 1,060 2,410 N.A. 44' plead 2 0 psf 110 2.5 ; 3,160 ; 267 i 1,560 910 1,935 • 2,295 34 ' plywood 2 5 psf 210 2.8 3,795 315 1,655 1,005 2,145 _ .... .2,50 5 _ _. _ Pil• plywood 3 8 psf ... - - 1 220 3.0 1,215 347 i 1,655 060 2,410 � 2,7 . 2,765 W 056 18 psf 150 3.0 6,180 419 1,705 1,080 2,460 2,81 SU ' 4.0 . . 0508 , . _ lit 1 -2_ 1,265 .. ; 5 2 2 psf 3, .... 3,475 W 0S8 110 i 2.8 3,740 392 1,860 .. 910 1,935 2,295 3 4' 038 2 7 psf 210 3.1 4,490 462 1,945 _ 1,005 ; 2,145 _ 2,505 , r 068 31 psf _ - • 231 • 4,990 50 1,945 _.. - 1,060 2,410 2,765 NI 3.3 : _ . 7;315 : .. 612 ._. l 2 : ..!...._ 460 .. 2,815 on Southern pine - D for *mud 44 pd k ;oSB 145' OM 5p 4.2 11,275 926 • 2,390 1,265 . 3,000 3,475 Based • 211 3.3 5,140 ; 629 ; 2,190 1,005 ; 2,145 , 2,505 Roofing 10, 270 3.5 5 691 2, 1 2 2,16 Asphalt shingles 2 5 psf 300 3.5 8,405 • 830 .. _ Z1 ..._ . 1.080 _ • 2,460 ' 2,815 .. _. 500 4.5 12,925 1,252 2,710 1,265 3,000 3,475 Wood shingles 2.0 psi (1) Centre: Ile not increase joist moment design properties by a repetitive member use factor. ' Clay the 9 0 b 14.0 psf Slate ( thick) 15.0 psf Roll or Batt Insalatfon (1' thick): Me /abfsars Made wool 0 2 psf far are warplication Glass wool 01 pct Floor Finishes Hardwood (nominal P) 4 0 psf General Notes I Sheet vinyl 0 5 psf • Design reaction includes all bads on the joist- Design shear is computed at the inside face of supports Carpet and pad 10 psf and includes all Toads 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. Concrete • The following formulas approximate the uniform load deflection of 4 (inches): Regular (1.1 12.0 psf For For Lightweight (P) 8 0 to 10.0 psf Ti• 110, 210, 230, and 3601oists Me 580 Joists Gypsum concrete (/') 6 5 psi A = 22.5 wL + 2.67 wL2 A = 22.5 w1. + 2.29 wt Ceilings El d x 10 El d x 105 Acoustical {fir the l 0 psf w = uniform bad in pounds per Linear foot W gypsum board 22 psf L = span in feet SA' gypsum board 2 8 psf d = out -to-out depth of the joist in inches Plaster (1' thick) 8 0 psf El = 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) Joist Clam Spam r 1r it o w tr 2r . zr 24' see isle 14ow. bud Ur Total U vs Total Total Total Told uw Tadl Ur lad Load Ur - TIN Mal Mal uw Laar u44N tali UM Lai l a '' l a tar IAN Law u p Lae Ina lq 1 tall u4so 10 • 190 140 152 85 127 56 ' 99 38 . 16 , ...._._.._... - 169 _.,m ama_ ..._.._... 04" 218 • 210 161 i 169 99 141 65 119 45 ': 90 231 • 236 175 • 190 108 • 158 71 • 133 49 . 99 ' 118 • . 190 • l 152 • i 127 92 ! 109 63 i 95 45 L - 76 • 218 • 210 • 169 • 141 106 121 74 106 53 s 92 - - - - - --_.. .._--- --- --- --- mama. ---- ..._--- ..._.--- - --- -- .. 11W 231 • . 236 • � , 190 • 158 116 ! 136 80 _ 119 58 i 102 43 : 83 . .* 7 : ....- .. _ 241 '._143 • 162 _ .. 136; 139_ ... 121 69.108 mama. 97 .... _ 39 78 588 • i 294 • ' 236 • j 197 • 169 138 1 148 101 1 132 76 1 119 58 1 108 45 91 • 111 • 190 • 152 • ' 127 • 109 91 . 95 66 85 2 1 8 2 1 0 • 169 • IN • 121 .._... ' 106 94 57 85 i 14' 231 • 2 • 190 • 158 • 136 115 119 83 106 62 . 95 47 81 • 3118 • , 241 • _• 193 162 • • 139 • ' 121 98 1 108 73 97 56 i 88 44 i 81 • 294 • 236 • 197 • ' 169 • ' : 148 • 132 107 ' 119 83 108 '65 99 218 . 210 • 169 • i 141 • • 121 • . 106 94 76 ; 85 58 i 77 1e' 238 236 • - 190 • 158 136 119 • ' ' - 106 83 95 64 87 50 78 _.._.. --- -. - - - - -- - - -._ mama -- - - - -- pas . . . 241 . -.. • • 193 • • 162 • 139 , - - • ; _ .. 121 • ! 108 • ' 97 75 88 59 81 mama_ _maa_ mama- - 518 • 294 . 236 • 197 ° - m 169 • . 148 • 132 • 119 • 108 86 99 • Indicates that Total Load value controls. How to Use This Table General Notes 1. Calculate actual total and live bad in pounds per linear bot (plf). • Table is based on: 2. Select appropriate Joist 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 to L/240. • live Load is based on joist deflection of 11480. • 11 a live load deflection limit of 11360 is desired, multiply value in Live Load • column by 1.33. The resulting five load shall not exceed the Total Load shown. PSF to PLF Conversions • - Load w Ponds Per Store Foot (PSF) al. 21 Sprig I251»12s1u 451u1ss1se Load la Ponds Pm Masan Fat (Pt') it 20 25 30 35 40 45 • 50 55 60 . .. _mama _mama _.. tr 27 _ 34 40 : 47 , 54 , 60 . 67 - 74 ' 80 lax 32 40 . 48 .. . . ..64 72 _.... 80....- - . . . 24" 40 ' S0 ' 60 : 10 ' 80 : 90 • 100 110 ; 120 iii..0 WARNING NOTEc Last of proper bracing during construction can result WARNING in serious accidents. Observe the folio guidelines: g il e - Joists are 1 All blotting, hangers, rim boards, and rim joists at the end supports of the MR esaNr tabias serfteraret unstable 1 mast be complete/ installed and property nailed. NNW aw'Z= 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 Ailak deck (sheathing) fastened to the first 4 feet of joists at the end of the bay s�� Bracing I n c l u d e s : 3. Safety bracing of lx4 (minimum) must be nailed to a braced end wall or sheathed _7 • Blocking area (as in note 2) and b each joist Without this bracing, buckling sideways or ldlpi stick knee Marla a aumoasN • Han q rollover is highly probable tinder Tight construction bads --such as a worker or one pax llseaaatyawrloar walk layer of unnailed sheathing. • Rim Board • She e a t h i n y • Joist 4. Sheathing must be completely attached to each DP joist before additional loads . 67i She can be placed on the system. r e or • 5 t , u t Lines � 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. :.• NWi sRes*kis Oat =ber)itat 6. The flanges must remain straight within a tolerance of W from hue alignment. iLevel Trus Joist* TJI• Joist Specifier's Guide TJ -4000 February 2009 5 ROOF SPAN TABLE Maximum Horizontal Clear Spans-Roof Help SiLJLs(Wffi Nod Lad (81315 PV OA (125IQ Now UN Aroo (11010 $WIM •1/1• the 2811.88 21U. + 2114. nu.not 1 3111. + 15.1 I CNA 158I. I NIL 1510. NI I INN lat I ION Low 1110 I IA. I RIO I WI NM 111 2a-r • 17.-10 • : 19.-r . IT-_ 16'-r 1r-2 15.-r - 15.-11 laV-9" 1W 211 21-2' ! 119-10' 2W-r ; 219-r 1 ir-2' 1r-r 1 174' 19-2' 1 1.6.-r 17 1•-7' no 21'-11' 19-6' 20'40' 18'-6' 20-11' 19-9' 20-9 19-1' 19-10' 174' 17-9' 16-2' 1111 29-11' : 294' ! 27-9' 22.-r 20'-6' ; 2r-r ir-ur 19'-9 119-7' ; 17-11' 174' 29-9 27-6' 24'-P 21-4. 24 21.-r 23'-3' 20-11' 29-4' 194' 19-8' 18-8' 219-3' ; 27-17 381 27'-9' 26-9' 26-5' 29-5' 26-7' 29-6' 23'- 0' ! 2941' 21'-r 27-7' 20-6' 5111 31'11" ; ; 27- fr 30.-r 274' ; 20-0 T26.0* 7- 29-7' ir 111 27'-2 24'-3' 25-7' 23'-0' 24'4' 29-4' 79-4' 27-4' 29-2' 20-5' 19-6' 18-11. IN 29-9' ! 26-7' 27-4' ; 24'4' 27 24'4' ; 26-7' ! 23.-r 19-3' ; 22'4': 21'4' ! 20'4' 14° 238 29-8' - 28-3' 25'-1 28-5' • 25'-5' • .2T-0' 24'-r 24'-6' 23-1' 22-7' 21'40' 388 3r-r 2V-2" 26'-8' 30.-r 2T-1' 29 : 26.-r 27-2" 24 25'41' • 23-4' 511 36-3' 32'-4'34'-6' 30-7' 34-8' 39-1' 39-4' 30'-0' 39-2' • 28'4' 29-6' 29-9' 218 31-10' 29-5' 30-0' ; 20-11' 29-0' ! 27-4' ; 29-5' : 26.-r 28-10' 29-11' 27-8' lr 238 32 10' 29.4* 274 30'4' 29-2 2941 214 26 29-3 24-9 23-5 IN 3441 1 39-9 333 29-6 39-9 ! 32.4. ; 3ir-1 274' ; . 2540' 511 40'-1' 35-9' 39-2' 33'-11' 39-4' 34-5' 36-11' 33-2' 19-6' 31'-3' 314' 29-8' 118 18'-r 16-9* 1T-11' : 1•-0' 16"-1' 17-3' ! 154' 15%9' `. 14'-7' ! 14'-6' ! OW 218 19'40' 17 . 18-11' 194' 1 18'-3' 16-5' _ 14 231 ; 18-4' : 19-7' 17-4' 19-8' ! 17'4' : 19-11' 17-0' 17-8' 16'-17 164' ; 118 27-5' 20-0' 21'-5' 19-0' 20-9' 19-3' 19'-r 19-7' 17-9' ii' 164' 15-10' 218 23'-r 21.-r , 22'-r 20-0' 27-8' 20'-4' 21'-5* 19.-r 19.-r : 18'4' : 17'-11' 174' 1IW 238 24-6' 21'-10* 23-4' 20'-8' 29-5' 29-0' 27-6' ; 20-3' .20-6' 19-1' 18'-11' 18'-1' SU 6'-i 23'-3 . 2r-0' 24'41' 22 : 24-r 21'-r 22'-5'20'-3' 21.-r tr-r $18 30'- 0' 26-9' 28-7' 25'-4' 28-8' 25'-9 27-7' 24'40' 26-9 79-4" 24-4' 27-2' tsr 111 25-1' 2T-10' 23'-4' 21.-r 22'-r ; 29-5' : 21-4' ; 20-4' : 19-4' . 19-7' 17-0' ' 17-3' 211 27-0 • • i5.4.2 22 10 24 9 23'-2' 234' 2r -r 20 5 18'40' 1941' 14• 231 2140' 26.-r 13'4' 2V -r 29417 , 2C-7' 2:3'-1 22 21 207 19 11 381 29 26'-V 29-2' 29-0 _ 29-9 27'-3 244 25-6' 23'-1 217 21.-8 5N 34'-0• - 30'4' 2V-9' 32-7' ; 29 , 39-4' ' 28'-2' 1 29-3' 26'-6' 2V-5' ; 29-2' • 218 29-5' 26'4' 27-5' 25'4' 26 25'-0' 29-11' 27-3' 2140' 1940' 20-2' TA 30'41' ! 27'-7' 29-11' ; 2V-r 27'41' 26'4' 26'-4' 2V-2' 7 23'41' • 23-0' ! 21'-2' ' 21'4' . . . 318 37-10' 29-3' 31.-r 27-9' 39-9 29-2' 30-2' 27-2' 25'-r 29-3' 29-7' 21'4' 5N 37-r ! 35'-10' 31'40' 36'49 32"-4' 34'41' ! jr-r 31'-3* 29-4' ; 29-5' ' 25'4' 110 17'-5' 16'-7' 14'-8' 16-5' 14'-11' 15'-6' 14-5' 14-1' 19-6' 19-0' 17-7' ,..wide OW 211 18* -F 174' 15-6 17*-7' 1V -r 16' 11 1V-9 ; 1V-3* ; 19-7' 238 19-0' 17-0' 19-1' 16'-1' 19-2' 16-4' 17'-6' 15-9' I6-3' • 14'-10' 15-0' 14'-0' 118 20'4' ! 18.-r 19-2' i 17-7' 18-6' . 17'-r 19-6' ; 164' . 15-10' `: 19-3" 13-7' , 14 2111 21' -11. 19'-7' 20-11' 18 20 18.-10' 19-2' 19-2' 17-5' 16-9' 15 15'4' 1 22'-8 20-3' : 21'-7' 19 21'-5' ; 194' : 20-3' ! 18-9' 194' 1 17-8' 16'41' ; 16-4' 388 2 214' * 29j0' 20-5' 234' 20-8' 22'-? 20 -0' 20-5' • 19-9' 17.-r IT-4' 8811 27-9' 7 24 26'-9 ' 234' 26-7' ! 23'40' 25-6' 29-0' : 29-10' , 21'-r ! 21'4' ! 20.-r 118 2T-5' 29-1' 20-10' 19-6' 20'-2' 19'-2 19-0' 18-2' 16-0' 16 l3'-r 14'-7' 211 24-7' . 224' ! 27-11. 21.-r 27-1' 21'4" 20-10' IL'-11 17-10' ! 18.-r 16-0' 14 VS 25.-9 23 2V-1' 2140' 234* 22' -2' 27-0" 214' 204' 19-9 16 11 174* . ....... . 318 2T-5' • 244' 26'-r 23 26 734 29-0' 27-8' 20'-9 20* -9 ; 17-r 17-4. so 31'-6 29-1' 3041' 29-8' 30.-r 27-17 29 26-1' 24'-11' 29-7' 29-1* 20-3' 211 26 24'4' 244' 27-11' 23'4' 22 21-9' 214' ; 1T-10' 18-9' l6'-r 16'4' no '' 256' 25'40' 24'-2* 24-11' 23-8' 29-7' 224' 20-0' 19-9' 16-11' 17-0' 30'-4' ; 27'-1' 29-11' 25'41' 79-2' 26'-1' 25'-r 2C-1' • 20-9 29-2' 17-3' ; 174' 511 31'-2' 39-2' 29-6' 39-4' 29-11' 304' 2r-3 24'-11' 23'-7' 21-1' 20-3' How to Use This Table General Notes 1. Determine appropriate Int and dead load, and the load duration factor. • Table is based on: Uniform bads. 2. If your slope is 6:12 or less, use the Low slope column. If it is between 6:12 and - - *re restrictilm of simple or continuous span. 12:12, use the lgh column. - Afmimum mot surface slope of 1/2:12. 3. Scan down the column until pu find a span that meets or exceeds the span of - 1 minimum end bearing and 31/2' minimum intermediate bearing. your application. • Total bad limits joist deflection to 11180. 4. Select TR* joist and on-center spacing. • Live load is based on joist deflection of 1/240. • 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' 1.11' 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 it 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 4 INTER. 4 -10d EA. SIDE 1.) PL. OR BMS. TOE NAIL 2- lOd's FLR RF, 4 CEILING 2.) BLKG TO PL. TOE NAIL 2- IOd's JOIST TO 3) BLKG TO JST. EACI -I END 2 -10d's CORNER STUDS - 10d @ 12" O.C. ® 2x LAMINATED BMS. - 10d @ 12" O.C. TEB STAGGERED I.) EA. BOARD TO TOE NAIL 1- 40d TO SUPPORTING MEMBERS FACE NAIL 1- 60d 4X6 2.) TO PARALLEL FACE NAIL 1- 60d @ 8" O.C. TONGUE 4 WALLS 4 BEAMS _ GROOV 3.) TO ADJACENT FACE NAIL 8" SPIKES @ COURSES 30 "O.C. NOTES: 1.) MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS, SEE DRAWINGS 1.) NAIL TYPE: COMMON, SEE DRAWINGS 0 NAIL * CONN. SCHEDULE 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:1 1 Page: — BUILDING ENVELOPE - GENERAL Check all boxes that 1. Exceptions (Section 1312) apply. ❑ 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: ❑ -1 ❑ -2 ❑ -3 0- ❑-s exceptions in instructions Portions of the building that qualify: section. Plans /Specs Show compliance by The plans/specs show compliance in the following locations: including a drawing sheet detail number, specification s section 2. Air Leakage (Section 1312.1.1) and/or subparagraph. ❑ Compiles. 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 3. Suspended Ceiling (Section 1312.1.2.1) lit 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) ❑ Complies. 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 6. 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: I I Climate 6. Climate Zones Zones ta. 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. ,f �•r., ❑ Zone 2 - Building sites not in Zone 1, or where construction site elevation is 3000 feet or .' , 'i higher in Zone 1, are in Zone 2. j. 3-1 Compliance with OSSC, effective 04/01/07 • Form 3b Project Name: 1 Page: PRESCRIPTIVE PATH Part 1 of 4 CLIMATE • Exterior Wall Window Area Area Glazing Maximum Glazing • (total rough frame ft2) (prose ft2) % • Fraction Complies Glazing Conditioned y0 1 11 0 x 1o0 = r % N/A Percent spare Cale- Semi_ ulation • Conditioned + X 100 = N/A See instruction Space section for a Condition discussion of Mechanical + X 100 = N/A glazing percent calculation. Penthouse Windows Window Max Minimum Window Shading • Minimum From Worksheet . (from worksheet 3d) U- Factor Assembly Morn watuhs.r 369 Coetgcient Assembly 3d, place the highest Overall MIA Q. 35 0 ..: *N/A - 0 tMndow U - factor U -Value Complies SC Complies and highest Center -of -Glass Required SC. Or check Minimum 'Required Minimum minimum Assembly (Fixed Assembly assembly and 1annasame► identify window. Required Mini Mum Assembly (Operable . Windows and • Curtalnwall) . . The plans/specs show window compliance in the following locations: • Notes 'Tram Worksheet 3d. place the highest Overall Window U -factor or check (Minimum Assembly). See "Window Requirements" in table on the following page for specific MA requirements. Excel version will automatically insert minimum assembly requirements or greatest U -value from Worksheet 3d. 2. From Worksheet 3d, place the highest "center -of- glass" shading coefficient (SC) for glass or tied' 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 Solar Heat Gain Coefficient using the equation: SC = SHGC • 0.87. Manufacturers data may also be used to document SC. Walls R -Value • Wall 1 Insulation Type • .. • Insulation Only U- Factor See instructions r s ` • r • � .- 1. �, Fr. Cw,,,�„(3 J R z 1 or fora discussion of wall require- I ments. or J or I A or i or • • J or Below -Grade R -Value Walls Insulation only U- Factor' See instructions I3elow lade Wall (Min. R - 7.5) • (Max. 0 7 fora discussion of or f :. --. •: �• • requirements. 1 +'� �, Notes 3 Submit Worksheet 3a for each calculated assembly U- factor Fi lir 3-2 Compeance with OSSC, effective 04/01/07 • Form 3b Project Name:( 1 Page: l PRESCRIPTIVE PATH Part 2 of 4 Code Requirements - Zone 1 • Discussion of these requirements in the Instruction Lion section. ZONE 1 • Wall Requirements Window Requirements • Max. • Max. Glazing .R Value • `Shading Fraction' Wall / Insulation Type ... insulation Only U Factor Max. U- Factor Coefficient Up to 15% CMU 'Masonry'. wfnteslral loosen!' insulation 'WA or 0.300 Masonry or concrete ° . w /oont. exterior insulation 1.4 or 0.300 0.540 0.57 . CMU Masonry'. Whitmire! *tid fill insulation WA • or - 0.210 Masonry or concrete w/interior Insulation 11 or 0.130 Up t 3091, Masonry or concrete ° . w /cont. exterior insulation 2.8 of 0.210 0.540' 0.57 Frame (wood or.metal framInn) 13 or 0.130 Other lotovide short description) 13 or 0.130 CMU Masonry' wfintepral rigid fill Insulation N/A or 0.210 • Masonry or concrete ° ,• w /interior insulation 11 Of , 0.130 Up to 4096 Masonry or concrete'. w /cunt. exterior insulation 2.8 or 0.210 0.37010 0.35 1° . Frame (wood or metal *amino) • 13 or 0.130 ,Other (provide short deed/010r) 13 or 0.130 Code Requirements - Zone 2 Discussion of these requirements In the Instruction section. ZONE 2 • Wall Requirements 1Mndow Requirements Wall / insulation Type - . Max. Max. Glazing • R -Value U- Factor Max U-Factor Shading fraction insulation Only Coefficient Up to 15% Chili 'Masonry" loose fill insulation N/A or 0.300 /1 11 Masonry or concrete w /cont exterior insulation 1.8 « 0.270 0.500 .0.57 CMU Masonry wfintearal noire fill insulation N/A or 0.160 Masonry or concrete wfinterior Insulation . 13 or 0.090 Up to 25% Masonry or concrete': w /cont. exterior insulation 4.3 or • 0.160 11 11 Frame (wood or metal framing) 19 or 0.090 0.500 0.57 • Other (provide shod desdiptlonJ 19 or • 0.090 • CMU Masonry /integral rigid fill insulation N/A or 0.160 Masonry or concrete'. w/interior insulation 13 : or 0.090 Up to 33% Masonry or concrete ° . w/cont. exterior insulation 4.3 or 0.160 • 0.370 0.43 Frame (wood or metal framing) 19 or 0.090 • Other (provide short desollp1ion) 19 or 0.090 Notes 4 The Simplified Trade -off Approach must be used if glazing fraction exceeds allowable percentages. 6 Minimum weight of masonry and concrete walls = 45 Itdit2 of wall face aroa 6 All cores to be filled. At least 50% of cores must be filled with vermiculite or equlvaiem fill insulation. 7 Proscriptive 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, low-e coating and thermally broken frame. MA shading coefficient description is a tinted outboard pane of glass. a Al cores except bond beams must contain rigid insulation inserts approved for use in reinforced masonry wars a Batt insulation installed in metal or wood frame walls shall be insulated to the full depth of the cavity. up to 6 Inches in depth. 10 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double - glazed window with a 0.5 inch argon filled space. low-e coating (e<= 0.05) and thermal break frame. For Operable Windows or Curtalnwall: only use Max U- Factor. MA shading coefficient description is a 0.25 -inch thick glass with low-e coating (ace 0.05) with a tinted outboard pane. 11 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double-glazed window with a 0.5 lnch air space, low-e coating and aluminum frame. For Operable Windows or Curtalnwall: double -glazed window with a 0.5 aide air space, low-e coating (e <= 0.1) and thermally broken frame. MA maximum shading coefficient description is a tinted outboard pane of glass. 0 � 72 Prescriptive MA (Minimum Assembly) - For Fixed Windows, a double - glazed window with a 0.5 inch argon filled space, lows coating (ec= 0.05) rtf- '' and thermal break frame. For Operable Windows or Curtahtwall, only use Max U- Factor. MA shading coefficient description is a 0.25 -inch thick ,- -.: ~ class with Iowre coating (ec= 0.051. t 3-3 Compliance with OSSC. effective 04/01/07 • Form 3b Project Name:) 1 Page: I PRESCRIPTIVE PATH Part 3 of 4 • Roofs/ R Value • . . Insulation Ordy Ufactor12 • Ceilings s . 1' . Roof 1 Ceiling" (Min. R - 19) (Max. 0.050) See for a dicussion of its 1` )5- of I J roofs/ceilings. Notes 11 Write-in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. 12 Submit Worbheet 3b for each calculated roof/ceiling assembly U- factor. Skylight Area Roof Ares • . Skylight Maximum Skylight (total rough frame ft2) • (gross 1t2) % 13 Fraction Complies Skylights Conditioned • A ` + X 100 = N/A Includes glazed Space ' " smoke vents. . Semi- . • See Instructions Conditioned + • X100= N/A • for a dicusslon of • 8 • . skylights. � . Conditioned Mechanical + X 100 = N/A Penthouse Skylight Area • :Roof/Ceiling Aroe Skylight (total • rough : • (gross ft2) • Percent" • . - frame ft2) • Skylights skylights Max Minimum Skylights Shading Minimum From Worksheet (hom to Worksheet 3d) • U- Facr' . Assembly. • Mum vwcane.t 3d • ` Coetflcient Assembly _ 3d, place highest • Overall Vertical sN/A ❑ ' • #NIA • - N/A Window U - factor - . and highest U - Value Complies Yes SC Compiles . Yes " Center - of - Glass • SC. , Requlred Required Minimum Minimum N/A Assembly N/A (must use SC) Assembly .. . • The plans/specs show window compliance in the following locations: Code Compliance Thermal Performance Shading Coefficient Option Overall Vertical U-Factor Center of Glass SC RegUire 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 N/A (MA) • Notes 11 Skylight percentage area is based on total skylight and smoke vent rough frame area divided by total conditioned roof area. Percentage must not exceed 8 percent of total roof /ceiling area in conditioned building space. The Simplified Trade -off Approach must be used if glaring fraction exceeds allowable percentages. 14 From Worksheet 3d, place the highest Overall Vertical U- factor or ac te-tn 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 calauated from the Solar Heat Gain Coefficient using the equation: SC = SHGC i. 0.87. Manufacturers data may also be used to document SC. • 5 P,kr :, r r1. • 3-4 . Compliance with OSSC, effective 04/01/07 Y Form 3b Project Name:1 I Page:I PRESCRIPTIVE PATH Part 4 of 4 Floors R -Value See for a Itl n S Floors over Unconditioned Spaces insulation Only U- Factor floors. I WO ti.e.. I Or Heated Concrete Slab Edge R - Value Insulation Only 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 18 Write -in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. 77 Submit Worksheet 3c for each calculated floor assemby 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 Option Require Min. R -Value Max. u - Component Insulation Only . Factor Floor over Unconditioned Spaces I 11 . 1 or 1 0.070 • Climate Climate Component • Zone 1 Zone it Heated Concrete Slab Edge, Min. R-Value 1 7.5 1 -. a 1 . 10.0 Doorl3 See instructions pa 1e In R O . Center-of-Panel Factor for a dicussion of opue, with leaf width greater than 4' I. R-5) - (htaic 0.20)) doors. 1 5 tv rs Fr'..v► r 1 1 rr 10.40 I 1 B Notes Write -in a shod description for Doors. If more than one door type, enter the lowest insulation R -value or the highest center-of- panel U-fa for of any door. The following doors are exempt from door and window U- factor and shading coefficient requirement tam 3-5 Compliance with OSSC, effective 04/01/07 •