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Permit ' ` t CITY O F TI BUILDING PERMIT PERMIT #: BUP2007 -00334 COMMUNITY DEVELOPMENT DATE ISSUED: 8/22/2007 ; CG'AR 13125 SW Hall Blvd Tigard OR 97223 503 PARCEL: 2S102CA - 00904 SITE ADDRESS: 13320 SW ASH AVE ZONING: R -4.5 SUBDIVISION: VILLAGE GLENN LOT: 004 JURISDICTION: TIG PROJECT: BURGESS Project Description: Construct 14' x 12' sunroom over existing concrete slab. REISSUE: CUSTOM FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: ADD FIRST: 168 sf N: S: E: W: TYPE OF USE: SF SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N : sf N: S: E: W: OCCUPANCY GRP: R3 TOTAL AREA: 168 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: 1 HT: ft GARAGE: sf OCCU SEP. RATED: BSMT ?: N MEZZ ?: N REQD SETBACKS REQUIRED FLOOR LOAD: 50 psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: 1 FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 15,523.00 Owner: Contractor: ROBERT BURGESS NUVIEW DESIGN 13320 SW ASH AVE PO BOX 1924 TIGARD, OR 97223 BATTLEGROUND, WA 98604 Phone: 503-449-8771 Contact #: PRI 360- 687 -0113 FAX 360- 566 -8307 Reg #: LIC 166267 FEES Description Date Amount REQUIRED ITEMS AND REPORTS [BUPPLN] Pln Rv 6/25/2007 $146.71 [BUILD] Permit Fee 8/20/2007 $18.72 [BUILD] Permit Fee 8/22/2007 $178.18 [TAX] 8% State Surcha 8/22/2007 $15.75 (additional fees not listed here) Total $392.64 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of these rul clue '. to OUNC by calling 503.246.6699 or 1.800.332.2344. c Iss d By: /t it ,I 1_ , Permittee Signature: K A L. •- _ - - Call 503.639.4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. 1 Building Permit Application F ��; esid , i bi. In M^t ll P >ri �' IY s"�7'{ iti w'Y t i � > a Ad�� ` , t. , t r i OFFICE +USE 01SLY FOR r I • tGssr3� ,±^ �. �n �.rmr �C�nr.s,S ens ?r ..it i�6 H��ih i.dw. �, �J� .a �Y; q r � i.,d i� .:N ` .�fl . `t I M City of Tigard Received � �J n `' - � � L • ` n/ 1 a� : l Fr 13125 SW Hall Blvd Tigard, OR 9 Date/By: % " f 0 ( Permit No. = O0 ✓ � / f' ° ., g, 7 2 5 2001 y i ��(�� Plan Revie �]� CF it Phone: 503.639.4171 Fax: 503.5989@0' Date/$y: '� n �/� Other Permit: hT I G A D i' Inspection Line: 503.639.4175 r c ti �I a ;� Date Ready /By: V . 1u ® See Page 2 for n.ig1s,'i.Ul a. Intemet: www.tigard or.gov P T I g k f g Notified/Method: Q /l2fD� S (, // /P Supplemental Information M1 t-L QF j W RK� ( — E D DATA: 1- AND 2-FAMILY DWELLING ❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all XAddition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. .15 53 3 ^ ❑ 1 -and 2- family dwelling ❑Commercial /industrial Valuation: $ ❑ Accessory building ❑ Multi- family Number of bedrooms: ❑ Master builder Other: S U 10 200 YV1 Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: I 33 ao S W A S N AVt New dwelling area: square feet City /State /ZIP: `r' 1 G A 1Z 1) l pa , q 1 a D.3 Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: 1 1P square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: Lot no.: Permit fees* are based on the value of the work performed. • Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application. Cf)1J ST42.1ACT Iy'X Iat SUtJ e„) Valuation: $ COA Q- E - re PA- Existing building area: square feet New building area: square feet DK PROPERTY OWNER ❑ TENANT Number of stories: Name: -R E (2 1$ tA 26 ES S Type of construction: Address: 1 3 a 0 5 Go A S H AN) E Occupancy groups: City /State /ZIP: "rtG Ali i 0 a q 7 •aa 3 Existing: Phone: (SO3) 4 4 9 - Q •7 `7 I Fax: ( ) New: ❑ APPLICANT X CONTACT PERSON NOTICE Business name: jJ U V 1 E Lt7 t• E S I G pj All contractors and subcontractors are required to be Contact name: yvl A a E t Cc S A V O l C licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 'P , 0 . g O k 1 q 'a- 4 jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reasons City/State /ZIP: BATT 6 Rau NZ , WA 9 1 01o0y apply: Phone: ( /to ) to $ — O 1 13 Fax:: (34D) 5-(04,,_ v 3 0 7 (Si -) 5 E -mail: N1 (D Qu}'ESl , 1JC CONTRACTOR • I a � • Business name: (A ‘)1 £ u) Des I GA.) BUILDING PERMIT FEES* Address: P. 0, g ©x (e; a .s.i (Please refer w fee schedu[e 8 � Structural plan review fee (or deposit): 7 ) 6. / City /State /ZIP: e A -,-,-L, G 12.0 U a0-7 W A I I FLS plan review fee (if applicable): Phone: ( ) (c.,,'g'") — ®i (3 Fax: (3140 S to6 . .. $'30`1 CCB lic.: ( ( �S�ZC1 / f 1 Total fees due upon application: A j e��, ti Amount received: Authorized signature: fke"____,_9 Gt. This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: fylAttietrE S A vd ( E. Date: as- IA n3 g,007 * Fee methodology set by Tri -County Building Industry Service Board. 1: \Building\Permits \BUP -RES PermitApp.doc 02/23/07 440- 4613T(11/02 /COM/WEB) Jun. 12. 2007 4:27AM .�., No, 1518 P, 1 1 ; r 'kl) 11' r J JUN 0 4 2007 [ ii - Olcai'i \M'itt y , r�ri • -- - Ow 111101111 ,nl'1, ij C der. I:W6 Fib Number Sensitive Area Pre- Screening 1 07 - 00 1.7 Site Assessment Jurisdiction: 71 6Ad� -_ __ — Property Information: (example 15224AB01400) Owner Information: - LI Taxlot ID(s): _t Q — � - C�=�_ Name: ` _ � - __....r,_ -- company: _ ` _ — - r —_ - - -_ --- - - -- - - -� — Addes J Q_jJ,Q&AS}t - -- - --- Site Address: 13,3 a Q 4,142 _ _ASA - -- -- -�AA'f7Rr — -o_f_ IL as - -- PhonelFax: - - - - - - - / --T - - - - -- Nearest Cross Street: �� - - -- - - - -� E -mail: _ _____________ ___ - - - _ Development Activity: Check all that apply Applicant Information: Addition to Single Family Residen00 (rooms, deck, garage) ilk Name; —_ AW {a . 5 AV es I Lot Line Adjustment LI Minor Land Partition ❑ company: _-- a • .O s11� _LL � - -- Residential Condominium ❑ Commercial Condominium C 7 Addreee: ,.__ neas. ' - -- - -- Residential Subdivision ❑ Commercial Subdivision 0 g QJ k, , _J�',�t01 Single Lot Commercial E] Multi Lot Commercial ❑ Phone /F l L o) foilT -91 '} 3 iti4 e0- la ;t2 . Other -- - -- E -mail: Will the project Involve any off-site work: YES ❑ NO tgl Unknown ❑ Location and description of off - site work: _ - __ Additional comments or Information that may be needed to understand your project: S k 1ZOC? Al ( - 1, A IA C ' applical on does N07 replace the need for Grading and Erosion Control Pemtit%, Connection Permile, Uulldln? Permits, Site Developmont Permits, DEQ 1200 - Permit or other permits' as issued by the Department of Environmental Quality, Department o State Lend0 analdr Department of the Army COE. All required permits and approvals must be obtained And completed under applicable local, abate, and federal law. By signing this form. the Owner or Owners authorized agent or representative, acknowledges end agrees thatemployeea of Clean Water Servlce9 have authority to enter the project site el all reasonable times forme purpose of inspecting project ei+e conditions and gathering infoemation related to the project 8119. I Certify Owl 1 am familiar with the Information contained in this document, and to the best of my knowledge and belief, this information le true, complete, end accurate. PrinLIType Name: _ ___ -A u it • _SA V V E - -- Print/Type Title: 5 LIO R ©C7 in_acluakailve. Date: off. 01 FI 0'1 FOR DISTRICT USE ONLY Fl Sensitive areas potentially exist on site or within 200' of the site. THE APPLICANT MUST PERFORM A SITE ASSESSMENT _Pulpit T ISS ANC D LE ER. If Sensitive Areas exist on the site or within 200 feet on adjacent properties, a Natural Resources Assessment Report may also be required. ❑ Based on review of the submitted materials and best available Information Seneltive ereae do not appear to exist on site or Within 200' of the site. This Sensitive Area PrEeSoreening Site Assessment does'NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered_ Thls dooument will carve as your Service Provider letter as required by Resolution and 'Order 07 -20, Section 3.02.1. All requlrod perrnlle and approvals must be obtained end completed under applicable local, State, and federal law. 0 Based on review of the submitted materials and best available information the above referenced project will not significantly impact the existing or potentially sensitive area(s) found near the site. This Sensitive Area Pre - Screening Site Asseeement does j eliminate the need to evaluate and protect additional water quality sensitive areas if they are subsequently 3. 02.1. All Thl do permits will approvals va ls must be obtained and completed u and under applicable local, s end federal Section • fede alaw- 3.02.1. All required permltb and app ❑ This Service Provider Letter 1e not valid unless _______ CWS approved site plan(s) are attached. [1 The proposed aCtivlty does not meet the definition of development or the tot was platted after 9/9195 ORS 92.040(2), NO SITE ASSESSMENT O®®R , SERVICE P WIDER LETTER IS REQU[RED. Reviewed By: __..—C - -- — --- ---- ---- -- Date; 41 /! Z_..._ 2550 Mt Hillsboro Hig ■ tfiIIBbom. Oregon 57123 f4X Phone: (503) 601 -5100 r Fax: (503) eel -4439 • v2yay.skinitaiso terse A„Ii.4 Mwe ZQO • Cr/ 1711 7n1-1-1 ktnrc7rt wit Ar1AI 1 0CRQQ OOI' 4O : ca /11A7 /brie /Qfa tom' . nicirN \,,, fi r' 1 3 0 :U4 25 2001 c' a _. N —a DIVISIO 1 ©w B 4 e . Z a a3/ �X t,h 0' (Jrr - *i - 5..0" gA< 1 ! 3 _ ��.� f; r t_ I � ..�.-_____ _ 1 ft . - 1 -- . (7) NIA VIEW OE .c r!,7,0 S I I L I c) c, 6 4 -- 011' �0 i� 1 Paopacc i - ZQ��tyG o az O '�' .r / i L CITY OF T[GARD - S P A >I�EVbEW z ®® i � , ! y� BUILDING PERMIT NO.: 1'du�P ?- c033 ("Y 0 4 . ___. ` fi C ANNING DIVISION: �° �,, /a ' R Setbacks: ❑ Approved ta. pp ❑ Not Approved C.) La .... Side: Street Side: i front. Garage: Rear: Z g E- )� �`� 3S iSUal Clearance: pp ❑ Not Approved ❑ A roved a I-- L - - - - - - - -- - - - - - . aximum Building Height. feet S 2 5) a.- oy . T - c - - F� A K � L tte Required: U- Yes ❑ No Received \i/ . E3} : Date: .. _ ENGINEERING DEPARTMENT: Actual Slope: _% ❑ Approved 0 Not Approved ,C, I„ r•i (. c_: C. Site Plan: ❑ Approved 0 Not Approved Bv: Date: , `jbfr CALCULATIONS FOR LATERAL LOADS ON A SUNROOM INSTALLED ON A CONCRETE SLAB BECAUSE THIS SUNROOM WILL BE INSTALLED ON A CONCRETE SLAB, IT IS ASSUMED THAT THE CONCRETE SLAB CANNOT ROTATE. THEREFORE, RACKING WILL BE CONTROLLED BY THE SHEAR STRESS ON THE FASTENERS AT THE BASE TRACK TO CONCRETE SLAB, AND AT THE ROOF PANEL TO HEADER. THE FOLLOWING CALCULATIONS SHOW THAT THE SHEAR CAPACITY OF THESE FASTENERS 15 NOT EXCEEDED. ROOM DIMENSIONS: EXISTING STRUCTURE PROJECTION (P)= 144 inches = 12.00 feet WIDTH (W)= 132 inches = 11.00 feet WALL MIN HEIGHT (Hmin)= 90 inches = 7.50 feet WALL MAX HEIGHT (Hmax)= 99 inches = 8.25 feet SIDE WALL AREA (As)= 13608 inches ^2 = 94.50 feet ^2 FRONT WALL AREA (Af)= 11880 inches ^2 = 82.50 feet ^2 CRITERIA OF DESIGN: -) WIND LOAD (WL)= 100 mph = 15.9 psf LATERAL FORCE WHEN THE WIND LOAD IS APPLIED NORMAL TO THE SIDE WALL: WIND FORCE APPLIED TO THE SIDE OF THE SUNROOM (Fs)= Fs =WL`As = 1502.55 Ibs THE SIDE WALL CAN BE BROKEN INTO TWO SEPARATE TRIBUTARY AREA DIVIDING THE WIND FORCE BETWEEN THE TOP CHANNEL AND THE BASE CHANNEL. THIS SET OF CALCULATIONS WILL EXAMINE THE ROOF CONNECTION TO THE TOP CHANNEL. THE ROOF WILL ACT AS A DIAPHRAM AND PROVIDE THE NECESSARY WIND BRACING FOR THE SUNROOM. WIND FORCE ALONG THE TOP CHANNEL= (Fs /2) /P = 62.606 Ibs /ft SPACING OF #8 SMS @ ROOF TO TOP CHANNEL= 6 inches O.C. ALLOWABLE SHEAR FORCE PER #8 SMS= 127.5 Ibs # OF #8 SMS PER LINEAR FOOT= 2 SHEAR RESSSSA1Ikr - - 255 Ibs /ft FACTOR OF SAFETY= 4.07 THIS DESIGN I5 ACCEPTABLE. THE SHEAR CAPACITY OF THE SCREWS 15 NOT EXCEEDED. WIND FORCE ALONG THE BASE CHANNEL= (Fs /2) /P = 62.606 Ibs /ft SPACING OF 3/16" TAPCONS @ BASE CHANNEL TO SLAB= 16 inches 0.C. ALLOWABLE SHEAR FORCE PER 3/16" TAPCON= 800 Ibs # OF 3/16" TAPCON PER LINEAR FOOT= 0.75 SHEAR RESISTANCE= 600 Ibs /ft FACTOR OF SAFETY= 9.58 THIS DESIGN IS ACCEPTABLE. THE SHEAR CAPACITY OF THE SCREWS IS NOT EXCEEDED. LATERAL FORCE WHEN THE WIND LOAD I5 APPLIED NORMAL TO THE FRONT WALL: WIND FORCE APPLIED TO THE FRONT OF THE SUNROOM (Ff)= Ff =WL Af = 1311.75 Ibs THE SIDE WALL CAN BE BROKEN INTO TWO SEPARATE TRIBUTARY AREA DIVIDING THE WIND FORCE BETWEEN THE TOP CHANNEL AND THE BASE CHANNEL. THIS SET OF CALCULATIONS WILL EXAMINE THE ROOF CONNECTION TO THE TOP CHANNEL. THE ROOF WILL ACT AS A DIAPHRAM AND PROVIDE THE NECESSARY WIND BRACING FOR THE SUNROOM. WIND FORCE ALONG THE TOP CHANNEL= (Ff /2) /W = 59.625 Ibs /ft SPACING OR #8 SMS ATTACHING ROOF TO TOP CHANNEL= 6 inches 0.C. ALLOWABLE SHEAR FORCE PER #8 SMS= 127.5 Ibs # OF #8 SMS PER LINEAR FOOT= 2 SHEAR RESISTANCE= 255 Ibs /ft FACTOR OF SAFETY= 4.28 THIS DESIGN IS ACCEPTABLE. THE SHEAR CAPACITY OF THE SCREWS I5 NOT EXCEEDED. 8/8/2007 CALCULATIONS PREPARED BY WALZ ENGINEERING 1 OF 2 WIND FORCE ALONG THE BASE CHANNEL= (Ff /2) /W = 59.625 Ibs /ft SPACING OF 3/16" TAPCONS @ BASE CHANNEL TO SLAB= 16 inches 0.C. ALLOWABLE SHEAR FORCE PER 3/16" TAPCON= 800 Ibs # OF 3/16" TAPCON PER LINEAR FOOT= 0.75 SHEAR RESISTANCE = 600 Ibs /ft FACTOR OF SAFETY= 10.06 THIS DESIGN IS ACCEPTABLE. THE SHEAR CAPACITY OF THE SCREWS IS NOT EXCEEDED. LATERAL FORCE WHEN THE WIND LOAD 15 APPLIED IN BOTH DIRECTIONS AT ONCE: RESULTANT FORCE ON TOP CHANNEL= Fr= (Fs ^2 +Ff ^2) ^0.5 = 86.456 Ibs /ft SPACING OR #8 SMS ATTACHING ROOF TO TOP CHANNEL= 6 inches 0.C. ALLOWABLE SHEAR FORCE PER #8 SMS= 127.5 Ibs # OF #8 SMS PER LINEAR FOOT= 2 SHEAR RESISTANCE= 255 Ibs /ft FACTOR OF SAFETY= 2.95 THIS DESIGN 1S ACCEPTABLE. THE SHEAR CAPACITY OF THE SCREWS IS NOT EXCEEDED. RESULTANT FORCE ON BASE CHANNEL= Fr= (Fs ^2 +Ff ^2) ^0.5 = 86.456 Ibs /ft SPACING OF 3/16" TAPCONS @ BASE CHANNEL TO SLAB= 16 inches 0.C. ALLOWABLE SHEAR FORCE PER 3/16" TAPCON= 800 Ibs # OF 3/16" TAPCON PER LINEAR FOOT= 0.75 SHEAR RESISTANCE= 600 Ibs /ft FACTOR OF SAFETY= 6.94 THIS DESIGN IS ACCEPTABLE. THE SHEAR CAPACITY OF THE SCREWS IS NOT EXCEEDED. SUMMARY: • THIS DESIGN DOES NOT EXCEED THE MATERIAL'S CAPACITY WHEN LOADED FROM THE SIDE WALL * THIS DESIGN DOES NOT EXCEED THE MATERIALS CAPACITY WHEN LOADED FROM THE FRONT WALL • THIS DESIGN DOES NOT EXCEED 1 1 gRIPiC'STAPACfTYWREN COAVEUFROM'BOTH"D1R£CT10A • SINCE SHEAR IS NOT EXCEEDED, ROTATION CANNOT OCCURE THIS DESIGN IS ACCEPTABLE. ALL CRITERIA FOR THIS DESIGN HAVE BEEN MET. • 8/8/2007 CALCULATIONS PREPARED BY WALZ ENGINEERING 2 OF 2 %.=°; PFC -1968 LEGACY REPORT Reissued February 1, 2007 ICC Evaluation Service, Inc. BusinessRegiora OfOe a 5360 W0f1Qna i Ma Road. Whittier, CalfOmia 90601 a (562) 699.0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599-9800 WWW.IC es.orq Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 Legacy report on the 1997 Uniform Building Code the 2000 International Building Code and the 2000 International Residential Code DIVISION: 07— THERMAL AND MOISTURE PROTECTION respectively. The support and attachment of panels shall be Section: 07410 —Metal Roof and Wall Panels substantiated by calculations submitted to the building official for approval. Metal fasteners shalt be stainless steel or TITAN INSULATED FOAM ROOF PANELS equivalent. The minimum bearing length for the panel is 1 inch (25 mm). C -THRU INDUSTRIES, INC. 2.4 Installation: 2285 FLEETWOOD DRIVE RIVERSIDE, CALIFORNIA 92509 All panel edges are protected from the weather with aluminum extrusions or metal flashings. The roof panels are to be 1.0 SUBJECT installed at a minimum slope of inch per foot or 1 / 2 inch per foot (2.1 or 4.2 percent slope) for panels subject to live Toads Titan Insulated Foam Roof Panels. and snow loads, respectively. 2.0 DESCRIPTION 2.5 Identification: 2.1 General: The Titan Insulated Foam Roof Panels are Each panel is identified with a permanent decal at one end, used as structural roof panels for patio covers. The roof bearing the name and address of the manufacturer (C -Thru panel span shall be continuous in the direction of its slope, Industries, Inc.), the evaluation report number (PFC- 1968), with no transverse joints. Panels are confined to structures and the name of the inspection agency (CI Professional recognized under Appendix Chapter 31, Division III, of the Services, Inc). 1997 Uniform Building Coder'', Appendix I of the 2000 3.0 EVIDENCE SUBMITTED Intemational Building Code ® , and Appendix H of the 2000 International Residential Code ® . The panels are factory- Data in accordance with the Acceptance Criteria for Foam assembled, 3 -, 4- and 6 -inch -thick (76, 102, and 152 mm) Plastic Insulation (AC12), dated July 2002, and the sandwich panels with a foam plastic core and aluminum Acceptance Criteria for Sandwich Panels (AC04), dated facings. The panels are available in maximum 48 -inch (1219 September 2002; and quality control manuals. mm) widths, and in lengths of up to 24 feet (7315 mm). 4.0 FINDINGS 2.2 Materials: That the Titan Insulated Foam Roof Panels described in 2.2.1 Exterior and Interior Facing Materials: The facings this report comply with the 1997 Uniform Building Code TM (UBC), the 2000 International Building Code (IBC), and are minimum 0.024- inch -thick (0.61 mm) 3004-H254 the 2000 International Residential Code (IRC), subject to aluminum, described in the approved quality control manual. the following conditions: 2.2.2 Core: The core is expanded polystyrene foam plastic 4.1 The panels are for use only with patio covers with a nominal density of 1.5 pcf (24 kg/m for the 3 -inch thick panels and 2.0 pcf (32 kg /m for the 4- and 6 -inch thick regulated by Appendix Chapter 31, Division III, of the panels. The foam plastic core complies with Type II and IX UBC, Appendix I of the IBC, and Appendix H of the requirements of ASTM C 578 -01, and is described in the IRC. approved quality control manual. 4.2 The panels are fabricated at the plant located at 2.2.3 Adhesive: The facings are bonded to the panel core 2285 Fleetwood Drive, Riverside, California, with with adhesives as described in the quality control manual that quality control inspections by CI Professional are classified as Type II, Class 2, in accordance with the ICC- Services, Inc. (AA -656). ES Acceptance Criteria for Sandwich Panel Adhesives 4.3 Panel fabrication and installation comply with this (ACO5). report and the manufacturer's instructions. 2.3 Design: 4.4 For each project, engineering calculations on the Maximum allowable loads, based on gravity loads and wind panels' connections to the supporting structure uplift considerations, for the 3 -, 4- and 6- inch -thick (76, 102, shall be submitted to the building official for and 152 mm) panels are set forth in Tables 1, 2, and 3, approval. !CC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to ANSI t any finding or other matter in this report, or as to any product covered by the report Copyright © 2007 Page 1 of 3 Page 2 of 3 PFC -1968 4.5 The remaining portions of the structure are This report is subject to re- examination in one year. designed and constructed in accordance with the applicable code. TABLE 1- 3- INCH -THICK TITAN INSULATED FOAM ROOF PANELS, ALLOWABLE SPANS AND FASTENER SPACING WIND ALLOWABLE PANEL SPANS (feet) MAXIMUM FASTENER UPLIFT SPACING' (inches) LOAD Live Load (psf) Snow Load (psf) Patio Cover Height, H, (PO) Minimum 1 1 4 :12 Slope' Minimum' / Slope' up to 12 feet 10 15 20 25 30 20 25 30 35 40 45 50 55 10 10 15 18' -1" 15' -8" 7 20 18' -0" 14.-1" 13' -0" 12-0" 12' -5" 6 25 16' -0" 11' -2" 10'-4" 5 30 14' -7" 14' -7" 9' -7" 8'-11" T -5" 7' -6" 5 35 13' -2" 13' -2" 13' -2" 7' 4 40 11' -7" 11' -7" 11' -7" 11' -7" 11' -7" 11' -7" 4 — 45 10' -2" 10' -2" 10' -2" 10' -2" 10' -2" 10' -2" 10' -2" 10' -2" 4 50 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 4 55 8' -3" 8' -3" _ 8' -3" 8' -3" 8' -3" 8' -3" 8' -3" 8' -3" 8' -3" 8' -3" 8' -3" _ 4 For SI: 1 inch = 25.4 mm, 1 ft = 304.8 mm, 1 pcf = 16.018 kg /m', 1 psf = 47.9 Pa. 'The panels are confined solely to patio cover structures permitted under Appendix Chapter 31, Division III, of the UBC; Appendix I of the 2000 IBC; or Appendix H of the 2000 IRC. 2 To resist wind upilft forces, fasteners shall be minimum 4- inch -long, No. 14 self - drilling, self- tapping sheet metal screws, complying with ANSI /ASME B18.6.4, with a 1 -inch- diameter plate washer and neoprene insert. The fasteners shall be installed at the fastener spacing specified in the table, attaching the panels to support members that are minimum 0.065 -inch thick, 6063 -T6 aluminum. The maximum panel overhang at the support is 24 inches. Panel spans are based on a maximum temperature differential between the two panel facings of 10° F ( -12° C). Minimum panel slopes are based on panel deflection only. Increased slopes may be required where panel accessories, such as mullions or flashing, increase ponding caused by irregularities in the water flow path. TABLE 2- 4-INCH -THICK TITAN INSULATED FOAM ROOF PANELS, ALLOWABLE SPANS AND FASTENER SPACING'." WIND ALLOWABLE PANEL SPANS (feet) MAXIMUM FASTENER UPLIFT SPACING' (inches) LOAD Live Load (psf) Snow Load (psf) Patio Cover Height, H, (psf) Minimum' / Slope' Minimum '4:12 Slope' up to 12 feet 10 15 20 25 30 20 25 30 35 40 45 50 55 10 10 21' -10" _ 15 19' -0" 7 17' -2" 20 20' -7" 15' -10" 5 14' -8" 1T -5" 14' -1" 25 18'-4" 18' -4" 13' -0" 5 12' -2" 11' -5" 9' -10" — 30 16' -8" 16' -8" 16-8" 10' -10" 10'-4" 4 35 15-5" 15' -5" 15-5" 15' -5" 4 40 13' -9" 13' -9" 13' -9" 13' -9" 13' -9" 13' -9" 13' -9" 4 45 12-2" 12-2" 12' -2" 12' -2" 12' -2" 12' -2" 12' -2" 12-2" 3 50 11' -0" 11' -0" 11' -0" 11' -0" 11' -0" 11' -0" 11' -0" 11' -0" 11' -0" 11' -0" 3 55 10' -0" 10' -0" 10' -0" 10' -0" _ 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" 10' -0" _ 3 For SI: 1 inch = 25.4 mm, 1 ft = 304.8 mm, 1 pcf = 16.018 kg /m', 1 psf = 47.9 Pa 'The panels are confined solely to patio cover structures permitted under Appendix Chapter 31, Division III, of the UBC; Appendix I of the 2000 IBC; or Appendix H of the 2000 IRC. 2 To resist wind upilft forces, fasteners shalt be minimum 5 -inch -long, No. 14 self - drilling, self- tapping sheet metal screws, complying with ANSI /ASME B18.6.4, with a 1- inch - diameter plate washer and neoprene insert. The fasteners shall be installed at the fastener spacing specified in the table, attaching the panels to support members that are minimum 0.065 -inch thick, 6063 -T6 aluminum. The maximum panel overhang at the support is 24 inches. Panel spans are based on a maximum temperature differential between the two panel facings of 10° F ( -12° C). ' Minimum panel slopes are based on panel deflection only. Increased slopes may be required where panel accessories, such as mullions or flashing, increase ponding caused by irregularities in the water flow path. Page 3 of 3 PFC -1968 TABLE 3 -6-INCH -THICK TITAN INSULATED FOAM ROOF PANELS, ALLOWABLE SPANS AND FASTENER SPACING'' WIND ALLOWABLE PANEL SPANS (feet) MAXIMUM UPLIFT FASTENER LOAD SPACING' ( (inches) Live Load (psf) Snow Load (psf) Patio Cover Minimum '1 Slope' Minimum '4:12 Slope' Height, H, up to 10 15 20 25 30 20 25 30 35 40 45 50 55 12 feet 10 10 15 23' -0" 23' -0" 22' -0" 7 19' -10" 1T -7" 20 18' -2" 17' -8" 5 25 21' -0" 21' -0" 21' -0" 16-2" 4 15-1" 30 19' -1" 19' -1" 1T -1" 19' -1" 19' -1" 14' -2" 1T-4" 12' -1" 4 35 17' -7" 17' -7" 1T-7" 17' -7" 1T-7" 1 T - 17' -7" 12' -8" 3 40 16-6" 16-6" 16-6" 16-6" 16-6" 16'-6" 16-6" 3 45 15-6" 15-6" 15-6" 15-6" 15-6" 15' -6" 15-6" 15-6" 3 50 14' -2" 14' -2" 14' -2" 14' -2" 14' -2" 14' -2" 14' -2" 14' -2" 14' -2" 3 55 _12' -11" 12' -11" 12' -11" _ 12' -11" 12' -11" 12' -11" 12' -11" 12' -11" 12' -11" 12' -11" 12' -11" 3 For SI: 1 inch = 25.4 mm, 1 ft = 304.8 mm, 1 pcf = 16.018 kg/m 1 psf = 47.9 Pa. 'The panels are confined solely to patio cover structures permitted under Appendix Chapter 31, Division III, of the UBC; Appendix I of the 2000 IBC; or Appendix H of the 2000 IRC. 2 To resist wind upilft forces, fasteners shall be minimum 7- inch -long, No. 14 self - drilling, self - tapping sheet metal screws, complying with ANSI /ASME B18.6.4, with a 1- inch -diameter plate washer and neoprene insert. The fasteners shall be installed at the fastener spacing specified in the table, attaching the panels to support members that are minimum 0.065 -inch thick, 6063 -T6 aluminum. The maximum panel overhang at the support is 24 inches. 'Panel spans are based on a maximum temperature differential between the two panel facings of 10° F ( -12° C). 'Minimum panel slopes are based on panel deflection only. Increased slopes may be required where panel accessories, such as mullions or flashing, increase ponding caused by irregularities in the water Flow path. t ; ER -4383P 7 ' LEGACY REPORT Li; Reissued December 1, 2006 ICC Evaluation Service, Inc. Business/Regional Office • 5360 Wortunan M8 Road, Whittier, California 90601 • (562) 699 -0543 W1NW.I @S.OI' Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 g Regional Office • 4051 West Flossmoor Road, Country Club Hdls, Illinois 60478. (708) 799 -2305 Legacy report on the 1997 Uniform Building Coder"' DIVISION: 13— SPECIAL CONSTRUCTION and the ICC -ES evaluation report number (ER- 4383P). The Section: 13120 — Pre -engineered Structures glass is labeled in accordance with Section 2404 of the UBC. Glass used in hazardous locations, as defined in Section C -THRU GLASS ENCLOSURE 2406.4 of the UBC, is labeled in accordance with Section 2406.2. C -THRU INDUSTRIES, INC. 0. en 2285 FLEETWOOD DRIVE 3.0 EVIDENCE SUBMITTED RIVERSIDE, CALIFORNIA 92509 Calculations, plans and data in accordance with the ICC -ES Acceptance Criteria for Sloped Glass Glazing in Solariums, 0 1.0 SUBJECT Patio Covers and Prefabricated Skylights (AC17), dated April 73 1991; and a quality control manual. C -Thru Glass Enclosure. 2.0 DESCRIPTION 4.0 FINDINGS 2.1 General: That the C -Thru Glass Enclosure complies with Division 11I of Appendix Chapter 31 of the 1997 Uniform Building The C -thru Glass Enclosure is a patio cover constructed in Code r ' " , subject to the following conditions: accordance with the attached plans CTR (Sheets 1 -13) and K122 (Sheets 1 -24). 4.1 Installation complies with the attached plans CTR Enclosure must have at least one long wall and one (Sheets 1 -13, dated 3/96) and K122 (Sheets 1 -24, additional wall with openings equal to at least 65 percent of dated 3/96) and the manufacturer's instructions. the area below a minimum 6 feet 8 inches (2032 mm) of each 4.2 Design loads are limited to those shown in the wall measured from the floor. The required openings may be plans. enclosed with readily removable translucent or transparent plastic not more than 0.125 inch (3.2 mm) thick. 4.3 Installation is limited to areas subject to basic wind As an alternative, glass may be installed in wall areas speeds of 70, 80 and 90 miles per hour (112, 129, required to be open by Section 3116 of Appendix Chapter 31, and 145 km/h) as shown in the plans. Division III, of the 1997 Uniform Building CodeTM' (UBC), provided it is readily removable, 0.125-inch-thick (3.2 mm) 4.4 Installation is by installers acceptable to C -Thru tempered glass installed in accordance with the attached Industries, Inc. plans. This report is subject to re- examination on two years. 2.2 Identification: Each structure has an identification tag which bears the company name (C -Thru Industries, Inc.), the design loads, ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as au ti4. an endorsement of the subject of the report or a recommendation for as use. There is no warranty by ICC Evaluation Service. Inc., express or implied, as to 'ANSI'; any finding or other matter in this report, or as to any product covered by the report "siS "y.,' ^' Page 1 of 1 Copyright ® 2006 CITYYOFTIGARD BUILDING DIVISION PERMIT #: BUP2c 07- 0033�i 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 8/2212007 Phone: (503) 639 -4171 A H ���� Inspection Requests (24 Hrs.): (503) 639 -4175 r__ INSPECTION WORKSHEET FOR DATE: 91/4/2007 TIME: 7:00AM PAGE: 9 SITE ADDRESS: 13320 SW ASH AVE CLASS OF WORK: SUBDIVISION: VILLAGE GLENN LOT #: 004 TYPE OF USE: PROJECT NAME: BURGESS DESCRIPTION: Construct 14' x 12' sunroom over existing concrete slab. ' OWNER: BURGESS, ROBERT PHONE #: 503-449-8771 CONTRACTOR: NUVIEW DESIGN PHONE #: 350 -687 -0113 Inspection Request Scheduled For: Date: 9/14/2007 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 205 Footing 055749 -02 509.551 -4490 Y Corrections /Comments/ Instructions: • PASS ❑ PARTIAL APPROVAL n CANCEL n NO ACCESS FAIL 1 CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: q-- 1 ¢ —o > Phone #: (503) 718- CITY QF TIGARD BUILDING DIVISION PERMIT #: BUP2007-00334 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8122/2007 Phone: (503) 639 -4171 �ni�l� Inspection Requests (24 Hrs.): (503) 639 -4175 ��� INSPECTION WORKSHEET FOR DATE: 9/13/2007 TIME: 7:O1AM PAGE: 52 SITE ADDRESS: 13320 SW ASH AVE CLASS OF WORK: SUBDIVISION: VILLAGE GLENN LOT #: 004 TYPE OF USE: PROJECT NAME: BURGESS DESCRIPTION: Construct 14' x 12' sunroom over existing concrete slab. OWNER: BURGESS, ROBERT PHONE #: 503.449.8771 CONTRACTOR: NUVIEW DESIGN PHONE #: 360 -6137 -0113 Inspection Request Scheduled For: Date: 91/3/20017 Pour Time: 10:00 Code # Inspection Description Confirm # Contact # Message 205 Footing 1355626.01 509 -551 -4490 N Corrections /Comments /Instructions: • ❑ PASS n PARTIAL APPROVAL ❑ CANCEL O ACCESS n FAIL CALL FOR INSPECTION 1 ADDITIONAL FEES ASSESSED Inspector: 4, Date: 9 -13- -0 ? Phone #: (503) 718 - - Z..1-4--gv