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RER (07-0061)4 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 0,7-00000061^ Property Address: `51397- AVENIDA 'NAVARRO APN: 773-103-009-3 .-000000- Application description: REMODEL - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 5000. T44yl 4.4 Q" Applicant: Architect or Engineer:_ BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION , I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. - License Class: B License No.: 571784 Date:— 1* ontractor. YIPti - OWNER -BUILDER DECLARATION , I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason ISec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's.State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale ISec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or -she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec., 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. _ , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: ' PRICE PAUL 51397 AVENIDA NAVARRO LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: ` 5/04/07 . A n D Contractor: U AMERICAN RESTORATION 210 BAYWOOD AVENUE ; ANAHEIM, CA 92806 (714)283-9990 cin'OFLA F� CEDEpr Lic- No.:•571784 MAY WORKER'S COMPENSATION DECLARATION 0�?401 I hereby affirm under penalty of perjury one of the following declarations: , I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. • • 1 have and will maintain workers. compensation insurance, as'required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers ' compensation insurance carrier and policy number are: Carrier NAT' L UNION Policy Number WC7177778 - I certify that, in the performance.of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Zodhall forthwith co y with those provisions. D� -y-a� pticant: OF WARNING: FAILURE TO SECU ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO C MINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN - SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ' APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for ' whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. - I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to buildin construction, a hereby authorize representatives of this 4y to enter upon the above-mentioned prop or inspection oses. Dat6-�-0 Si ure (Applicant or Agent)' LQPERMIT Application.Number . . . 07-00000061 Permit . . . BUILDING PERMIT Additional desc. . Permit Fee 72.00 Plan Check Fee 46.80 Issue Date . . . . Valuation 5000 Expiration Date 10/31/07 Qty Unit Charge Per Extension BASE'FEE 45.00 3.00 .9.0000 THOU BLDG 2,001-25,000 27.00 -------------------------------------------------------------------------- Special Notes and Comments ROOF.REPAIR,TREE DAMAGE.May"2, 2007 8:19:38 AM jjohnson ----------------- Other Fees . . ENERGY REVIEW FEE 4.68 STRONG MOTION (SMI),- RES .50 Fee summary Charged Paid Credited Due ' Permit Fee Total 72.00• .00 .00 72.00 Plan Check Total 46.80 .00 .00 46.80 Other Fee Total 5.18 .00 .00 5.18. Grand Total 123.98 00 .00 123.98 N�5 RIFC 1�61Cr) 1�22�0'] 61R.WAPPRi)tJED -IM ••- s-. City of La. Quinta l . Building a Safety Division Permit # j 4 �,,, PIE'S/ P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 5137 Building Permit Application and Tracking Sheet Project Address:', ` r Owner's Name:7 o- cvz. A. P. Number: I Address: Y Legal Description: City, ST, Zip: b q Contractor: _ %.'V Telepho Address: ©. Project Description: N_ �. City, ST, Zip: L C1 Telephon : 001 State Lie. # : City Lie. #: Arch., Engr., Designer: 0CtU l Address: `G `_ C`y V_ A, City, ST, Zip: Telephon [ ' Construction Type: - Occupancy: State Lic. #: Project type (circle one): New Alter ..Add'n Repair Demo Name of Contact Person: 1 �� C 6 V ' CLXSq. FL: Q 5 # Stories: ,I..#.Units: Telephone # of Contact Person: q ' St Estimated Value of Project: 0 G APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd .. RWd TRACMG . 1.PERMIT FEES Plan Sets Pian Check submitt — ?7 Item Amount ?j Sttl Structural Calcs. *s" Reviewed, ready for' brections < • Plan Check Deposit Truss Cates. Called Contact Person , ec Plan CIt" Balance Energy Calcis. Plans picked up OV 124 Construction Flood plain plan.. Plans resubmitted 1�[O MechanicalGrading.plaa' 2'' Reviewready for corre*0" Electrical ON Subcoutactor List Called Contact Person •AM' 2 Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for.correc ' sae Developer Impact Fee Planning Approval Called Contact Pers a A.I.P.P. Pub. Wks. Appr ,111 Date of permit iss School Fees a C t U o o -OoG Total Permit Fees N�5 RIFC 1�61Cr) 1�22�0'] 61R.WAPPRi)tJED -IM ••- s-. Letter of Transmittal To: City of La Quinta Today's Date: 78-495 Calle Tampico City Due Date La Quinta, Ca 92253 Project Address Attn: Ed Randall Submittal: Plan Check #: t St ,Znd ❑ 3rd MMIC M 1 `: i ❑ 4th ❑ 5th ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Structural Plans Copies: ❑ Revised Structural Plans Structural Calcs ❑ Revised Structural Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report ❑ Revised Soils Report ❑ Correction List ❑ Approved Structural Plans ❑ Redlined Structural Plans ❑ Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs - ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: ^+ l By: naNDIA i Palm Desert Office: ❑ = ('760) 360-5770 /.t. Washington Office : ❑ _ (760) 404-9556 ti j" - Thank you! s i This Material Sent for: ❑ Your Files ❑ Per Your Request ❑ Your Review f ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ l By: naNDIA i Palm Desert Office: ❑ = ('760) 360-5770 /.t. Washington Office : ❑ _ (760) 404-9556 ti j" - Tlei ILYI! ER -1116 FS LEGACY REPORT JAN 0 8 2007 Reissued July 1, 2001 ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workm7"ifi-F2oari�m�plifomia 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 www.icc-es.org Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799-2305 Legacy report on the 1997 Uniform Building Code TM DIVISION: 03 -CONCRETE Section: 03510-Cementitious Roof Deck TECTUM I, TECTUM III AND TECTUM E ROOF DECK PANELS TECTUM INC. 105 SOUTH SIXTH STREET NEWARK, OHIO 43055 1.0 SUBJECT Tectum I, Tectum III and Tectum E Roof Deck Panels. 2.0 DESCRIPTION 2.1 Tectum I Panels: Tectum I panels are composed of wood fibers impregnatedand bound together into slab form by noncombustible mineral cements. The slabs vary in thickness from 1 inch (25 mm) to 3'/2 inches (89 mm) and have widths up to 48 inches (1219 mm) and lengths up to 192 inches (4877 mm). Tectum I panels are available as Tectum I planks, Tectum I long -span planks and Tectum I roof tiles. The panels have a Class I interior finish classification with a smoke -density rating no greater than 450 when tested in accordance with UBC Standard 8-1. An approved roof covering must be applied over the Tectum I panels. Care must be taken to avoid puddling of asphalt during installation of built-up roof coverings. Tectum I panels are attached to supporting members with nails or screws and are adhesively attached along tongue -and -groove edge joints and to supports in accordance with Section 2.9 of this report. See Figure 1 for typical Tectum panel edge details and Figure2 for typical connections. Tectum I planks have '/Z -inch (12.7 mm) tongues and grooves on the unsupported edges. See Table 1 for allowable loads, spans, thicknesses and supports. Long -span Tectum I planks have tongue -and -groove edges on unsupported edges and incorporate 3/, -inch -deep -by -'/2 -inch -wide (19.1 mm by 12.7 mm), 1 -inch -by -'/2 -inch (25.4 mm by 12.7 mm), 11/2 -inch -by -'/2 -inch (38 mm by 12.7 mm) or 1'/2 -inch-by-5/,,-inch (38 mm by 15.9 mm), No. 16 gage [0.0635 inch (1.65 mm)] galvanized steel channels in the groove side of the panel. Allowable loads, spans, thicknesses and supports are set forth in Tables 1 and 8. Tectum I roof tiles have a '/Z -inch -wide (12.7 mm) rabbet along the long edge and are grouted to bulb tees or truss tees attached to and spanning supporting members. 2.2 Tectum III Panels: Tectum III panels are composite roof planks consisting of 1'/2 -inch- (38 mm) to 6 -inch -thick (152 mm) Styrofoam Brand 40 polystyrene foam plastic insulation core (Evaluation Report ER -2257) bonded to facings of minimum 11/2 -inch -thick (38 mm) Tectum I planks and 7/i6 inch -thick (11.1 mm) oriented strand board (OSB) meeting the requirements of UBC Standard 23-3. Tectum III panels are available as Tectum III planks and as Tectum III roof tiles in widths up to 48 inches (1219 mm) and lengths up to 192 inches (4877 mm). Tectum III panels have '/Z inch -deep (12.7 mm) tongues and grooves along the long edge in the Tectum layer. The Tectum III roof planks with OSB facings up are placed over steel, wood or concrete framing on flat or sloped roofs. See Figure 1 for typical edge details and Figure 2 for typical connections. Maximum spacing of supports with allowable loads is noted in Table 2. Tectum III planks must be mechanically and adhesively fastened to all support members as noted in Section 2.9 of this report. Tectum III roof tiles have a '/2 -inch -wide (12.7 mm) rabbet on the long edge and are grouted to bulb tees or truss tees attached to and spanning supporting members, as noted in Section 2.9. 2.3 Tectum E Panels: •Leetw-rxt�E-.panels-are3Ecorr�;positesroofxpl anksxcctn sisti ngwof, 44rineh- (19.1 mm)',vato=61/ inc-h_thiak (165 mm), '4,O -pound- r=cubic=foot=densiiy (16 kg /M3) wexpanded .(yy�tyrenefoamplasticinsulatioQ=eora recognized in a current ICBO ES evaluation report and complying with ASTM C 578, Type I. The foam core is bonded to facings of minimum 1'/ 2 -inch -thick (38 mm) Tectum I planks and 7/,s inch -thick (11.1 mm) OSB meeting the requirements of UBC Standard 23-3. Panels are available as Tectum E planks and as Tectum E roof tiles in widths up to 48 inches (1219 mm) and lengths up to192 inches (4877 mm). Tectum E planks have '/Z inch -deep (12.7 mm) tongues and grooves along the long edge in theTectum layer. Tectum E roof tiles have a'/z inch -wide (12.7 mm) rabbet on the long edge and are grouted to bulb tees or truss tees attached to and spanning 'supporting members. Tectum E panels are mechanically and adhesively attached to all support members, as noted in Section 2.9 of this report. Maximum spacing of supports and allowable loads are notedin Table 3. An approved roof covering must be applied over the Tectum E panels. See Figure 1 for typical edge details and Figure 2 for typical connections. WC -ES leg""11. rcpnrec urr ruu ar he en ul no•d as "i l) uestlhetiee nr nqr other aur•ihahea nrrt speci/ien!lr addressed, nae are lhe'r to be construed as un erh,Gnteeuhent of he eahircl of llhe reprrrl or n recrnnohendntinhr./Lr its t+ae. There is no u'arralhn• hr /CC Evnhmlion Service. hhc.. express nr inhplied, as to ! run'./indiq� nr' older nuntrr in lhi.c repor9. or ns in one prnrhret cr -ered hi' the reprrrl. 4y�< Copyright © 2005 Page 1. of 9 S� Page 2. of 9 2.4 Acoustical Board and Suspended Ceiling Tile Tectum I planks and tiles are fabricated from 1 -to -2 -inch -thick (25.4 to 51 mm) material and are available in various sizes with square, beveled or face -rabbeted edges. Panels with face -rabbeted edges are also available in maximum 3 -inch (76 mm) thicknesses. The tiles may be applied between suspended ceiling runners, to steel subpurlins or to furring strips spaced 24 inches (610 mm) on center on walls or ceilings. 2.5 Tectum I, III and E Nailed/Glued or Screwed/GluedRoof Diaphragm: Thicknesses, fastenings, supports and length -to -width ratios are set forth for Tectum I plank in Table 7; and for Tectum I long -span plank, 3 -inch Tectum I plank, Tectum III plank and Tectum E plank in Table 8. Tectum I diaphragms noted in Table 6 require No. 22 gage [0.0336 inch (0.85 mm)] galvanized steel nailing strips, 1'/2 inches (38 mm) wide at the periphery and 4 inches (102 mm) wide over supporting subpurlins. Tectum planks laid perpendicular to purlins are installed with square -edge supported ends staggered in adjacent rows. Unsupported tongue -and -groove edges between adjacent rows are adhered with a 3/8 inch (9.5 mm) continuous bead of adhesive placed in the groove of each plank and the tongue -and -groove joints driver! tight. Each supported end is butted tight against the adjacent plank. Each supported end and crossing where planks are continuous over purlins is adhered to the purlins or the diaphragm periphery supports with a 3/8 inch (9.5 mm) continuous bead of adhesive and by nails or screws. The minimum length of plank is sufficient to span three purlins, except end filler to accommodate staggered -joint installation. 2.6 Tectum I Roof Tile Diaphragm: d.edtumsht�of'tiY s `2 ibch s (51 mm) orsmoreai:nsthickness and M/2%pch�es-I(80.Ozm:m;)xwid e -a re -g routed=between-truss-tees+ of,axminimum=sizeaof;000=5=Y14=2-fhe truss tees are welded to steel structural supports using a 1 -inch (25.4 mm) fillet weld on each side of the tee at each support. The supports are spaced a maximum of 96 inches (2438 mm) on center. Tile ends are attached with two screws per panel end and glued using a 3/8 inch (9.5 mm) bead of construction adhesive. The perimeter of the diaphragm is attached using a 3/8 -inch (9.5 mm) bead of construction adhesive and screws with 2 -inch (51 mm) washers spaced at 10'/2 inches (267 mm). Screws are minimum No. 11 gage [0.200 inch (5.08 mm)] and the adhesive meets the requirements of APA Specification AFG-01. A4owab.le-shear valuexis,2-78�pounds _p,e,.Ii,Qg I font (4057 N/m). 2.7 Tectum III and Tectum E Roof Tile Diaphragm: Tectum III and Tectum E roof tiles, 3'/2 inches (89 mm) or more in thickness and 47'/2 inches (1206 mm) wide, are grouted between truss tees of a minimum size of 000-3-14-3'/2. The truss tees are welded to steel structural supports using a 1 -inch (25.4 mm) fillet weld on each side of the tee at each support. The supports are spaced a maximum of 96 inches (2438 mm) on center. Tile ends are attached with three screws with 1'/2 -inch -diameter (38 mm) washers per tile end, and are glued using a 3/8 -inch (9.5 mm) bead of construction adhesive. -The perimeter of the diaphragm is attached. using a 3/8 -inch (9.5 mm) bead of construction adhesive and screws with 1'/2 -inch (38 mm) washers spaced at 12 inches (305 mm). Screws are a minimum of No. 14 gage [0.240 inch (6.10 mm)] and the adhesive meets the requirements of APA Specification AFG-01. Allowable shear value is 312 pounds per lineal foot (4553 N/m). ER -1116 2.8 Form Plank: Form plank which consists of 1 -inch (25.4 mm), 1'/2 -inch (38mm), 2 -inch (51 mm), 2'/2 -inch (63.5 mm) and 3 -inch (76 mm) material used as forming for concrete, remains in place as a finished ceiling. Special form -plank clips are provided to anchor the material to the concrete. Allowable spans for shoring during construction are in Table 9. 2.9 Installation: Tectum I panels are fastened to wood framing with cork nails of sufficient length to penetrate at least 1'/2 inches (38 mm) or screws that penetrate at least 1 inch (25.4 mm). Tectum III and Tectum E panels are fastened to wood framing with screws that penetrate at least 1 inch (25.4 mm). Fastening to steel supports for all panels is with screws long enough to penetrate steel at least '/2 inch (12.7 mm). On concrete supports, a steel or wood insert must be cast in the concrete for installation. Cork nails are No. 9 gage [0.148 -inch -diameter (3.76 mm) shank) galvanized nails with a '/2 -inch -diameter (12.7 mm) head supplied by Tectum. Screws for Tectum I panels are Construction Fasteners, Inc., Dekfast 14 [0.234 -inch -diameter (5.9 mm) shaft, 0.441 -inch -diameter (11.2 mm) head] screws with a 2 -inch -diameter (51 mm) Construction Fasteners, Inc., washer. Screws for Tectum III and Tectum E panels are Dekfast 14 screws with a 1'/2 inch -diameter (38 mm) Construction Fasteners, Inc., washer; or SIP screws (0.194 -inch -diameter (4.9 mm) shaft, 0.610 -inch -diameter (15.5 mm) head]. When adhesion is required, a continuous 3/8 inch -diameter (9.5 mm) bead of Miracle Construction adhesive, meeting the requirements of APA Specification AFG-01 and of caulking gun consistency, is used. 2.10 Wind Uplift: Tectum I panels fastened with cork nails spaced as noted in Table 4 may be installed in areas subject to basic wind speeds up to 80 miles per hour (129 km/h), on structures up to 40 feet (12 192 mm) in height, in Exposure C areas. Uplift resistance for Tectum I, III and E panels fastened with screws is noted in Tables 5 and 6. 2.11 Identification: Labels bearing the product name, evaluation report number (ICBO ES ER -1116) and name of inspection agency (Professional Service Industries, Pittsburgh Testing Laboratory Division) are affixed on stacks, skid loads or crates. 3.0 EVIDENCE SUBMITTED Reports of tests for vertical load, full-scale diaphragm load capacity, flame -spread, roof -covering classification, finish rating, and wind uplift; reports of room fire tests in accordance with UBC Standard 26-3; and quality control manual. 4.0 FINDINGS That the Tectum I, III and E panels described in this report comply with the 1997 Uniform Building CodeTM' subject to the following conditions: 4.1 They are classified as Class I interior finish materials. 4.2 Decks 131, inches (44.5 mm) and thicker may be classified as heavy -timber roof deck. 4.3 Tectum I panels are permitted where noncombustible construction is required. Tectum III and E panels are permitted where noncombustible • ` •. • •, -. "i.e-2,} Tlr � r'6,S►{k7Y -M' _ 9 . if Y'. . .. . . Page 3',f 9 � f- �\f � 4G'fL+- +i�".��.YC:� i a •J�'� r', h.N r �1��'4 ... , ER -11-16', C ti' R t , '. coristruction i§'required, provided the spans are yr limited to those as specified in Table 1 for Tectum I 4.6 An approved roof*covering=is--applied over Tectum �.I, III or E roof decks. Care must be taken to avoid roof plank: ' puddIirig. oof.asphalt.dUri ng installation of'built.up 4.4` Specialinspectil-on s provided during the gluing in .,roof coverings: ----T—,--- accordance • with Section - 1701 : for Tectum "4.7 The products are manufactured at the Tectum plant • ' nailed/glued and screwed/glued diaphragm ' , located.in Newark, Ohio, with follow-up inspections " construction: -by Professional Service Industries, Iric., Pittsburgh 4.5 The Tectum I, III and Epanels comply as a thermal Testing Laboratory Division (AA -560). _ barrier under Section 2602 for ceiling installation, .: This report is subject to re-examination in two years. ; provided the edges are tongue and groove, covered '- with a 1 -inch -thick (25.4 mm) wood strip, or joints are filled with a solid gypsum cement grout. _ } Page 4 of 9 ER -1116 TABLE 1—ALLOWABLE ROOF DECK SPANS FOR TECTUM I PANELS For SI; I inch = 2.5.4 nun, 1 psl'= 0.0479 kPa. ,The Tabulated design load is the total perntinc(I and does not include the weight of the Teeltim plank. -C enu•r m comer ol'supports. TABLE 2—ALLOWABLE ROOF DECK SPANS FOR TECTUM III PLANKSi,2 TECTUM III NOMINAL THICKNESS (inches) APPROXIMATE WEIGHT (psf), ALLOWABLE SPANS (inches)2 4 -inch -wide Purlins 3 -inch -wide Purlins - -TECTUM NOMINAL APPROXIMATE WEIGHT 35-psf Design Load 40-psf Design Load 45-psf Design Load 50-psf Design Load THICKNESS (inches) (psf) 4 2.4 — — — 24{ 72 i.0 96 40 38 36 21/, 4.5 4S 46 44 42 3 5.3 54 52 50 48 long span, 3.8 60 — — 48 21/, long -span 4.7 66 — — 60 3 long span, 5.5 — — — 72 For SI; I inch = 2.5.4 nun, 1 psl'= 0.0479 kPa. ,The Tabulated design load is the total perntinc(I and does not include the weight of the Teeltim plank. -C enu•r m comer ol'supports. TABLE 2—ALLOWABLE ROOF DECK SPANS FOR TECTUM III PLANKSi,2 TECTUM III NOMINAL THICKNESS (inches) APPROXIMATE WEIGHT (psf), ALLOWABLE SPANS3 (inches) 30-psf Superimposed Design. Load 50-psf Superimposed Design Load 60-psf Superimposed Design Load 31/, 4.4 — 724 — 4 4.6 — 72 — 72 i.0 96 — 72 S �.� — 96 — For SI: I inch = 25.4 nim. I psl'= 0.0479 kPa. \hducs hascd im masinnmr (lelleciion of (_/240 wherc.l_ is the spun in inches: -'Support conditiollS requirc;l minimum 4 -inch bcuring width. 3 CClllel' tat center of supports. . 4Su1)11ort conditions require ;I ntininumt I -inch bearing width. TABLE 3—ALLOWABLE ROOF DECK SPANS FOR TECTUM E PLANK1,2 TECTUM E NOMINAL THICKNESS (inches) APPROXIMATE WEIGHT (psf) ALLOWABLE,SPANS3 (inches) 40-psf Superimposed Design Load 50-psf Superimposed Design Load 23/4' 4.4 — 48 4 4.6 72 60 5 5.0 — 72 6 5.2 — 84 42 11 96 f'or SI: I inch = 25.4 nun, I psl'= 0.0479 kPa. , Values based on IlMXinnun (101ccfion of L/240 where L is the span in inches. '-Supprn'f con(lilions require a minimum 4 -inch bearing width. 3Ccntcr'tocenter OI, iupports.- TABLE 4—NAIL SPACING FOR TECTUM I PANELS EXPOSED TO BASIC WIND SPEEDS UP TO SO mph, ON STRUCTURES UP TO 40 FEET IN HEIGHT, IN EXPOSURE C AREAS1,2 PANEL WIDTH (inches) SPAN (inches) NAILS PER JOIST " 74 4 31 36 (' 42 . 7 48 C 24 6 47 ;6 9 42 11 48 12 For SI: I inch = 2�A nun. 1 NNui1s are an'k nulls described in Section 29 of This rcpon. wish 11/�-inch peneu'ation imo \voo(I framing with.minim[nn specific gravity of 0.50. '-V;dues are based on nails acting alone, at tactor of safety ol' 3. and panels installed in a Iwo -spall condition. t Page 5 of 9 ER -1116 TABLE 5—UPLIFT RESISTANCE FOR TECTUM I DECKS IN POUNDS PER SQUARE FOOT1, 2 PANEL WIDTH • (inches) SPANUPLIFT (inches) SCREWS PER JOIST RESISTANCE FOR i -INCH PENETRATION IN WOOD 'UPLIFT RESISTANCE FOR ATTACHMENT TO STEEL OR 1.5 -INCH PENETRATION IN WOOD 31 24 2 110 130 47 24 2 73 86 31 36 2 - 74 87 '47 36 2 49 57 47 36 3 73 S6 3 1 42 2 63 74 47 42 2 42 49 47 42 3 63 74 31 48 2 55 6S _ 31 48 3 83 98 47. 48 2 37 43 47 4S 3 55 65 31 60 2 37 44 31 60 3 55 65 31 72 2 30 35 31 72 3 46 54 For SI: I inch = 25.4 milt. I pst'= 0.0479 kN/m2. IScrcws arc DckGlst No. 14 screws with a 2-inch-diaunetcr washer described in Section 2.9 of this report. '-AII values arc based on Screws acting alone, a factor ol'safcty of 3, and panels installed in a Iwo -span Condition. . TABLE 6—UPLIFT RESISTANCE OF TECTUM III AND TECTUM E DECK IN POUNDS PER SQUARE FOOT1 PANEL WIDTH (inches) SPAN (inches) SCREWS PER JOIST UPLIFT RESISTANCE FOR 1 -INCH PENETRATION INTO WOODZ UPLIFT RESISTANCE FOR ATTACHMENT TO STEELS 47 48 2 50 69 47 48 3 75 104 47 60 3 60 83 47 60 •4" 79 110 47 , 72 3 50 69 47 72 4 66 92 47 84 3 43 59 47 84 4 57 79 47 96 3 37 52 47 96 4 50 69 I'or SI: I inch = 25.4 milt. I psf = 0.0479 kN/nt-'. 'All values arc based on screws actin -g, alone. :I tactor ol'stlety of 3. and panels insutllcd in it two -span condition. Screws are SII' screws describcd'in'Secuon 2.9 0l' Ibis report. 3Scre,vs are Dekfast No. 14 screws described in Section 2.9 ol'this report. Page 6 of 9 .ER -1116 TABLE 7—TECTUM I ALLOWABLE SHEAR OR SEISMIC LOAD IN POUNDS PER LINEAL FOOT6,7,8 ' For $I: I inch = 25.4 nun. I plf= 145939 N/m. ,The diaphragm length -to -width ratio for wood I'ranlc construction shall not exceed 3:1. The diaphragm lenVgth-to-widTh ratio for nitlsonry or concrete coils[ roc[ ion shall Ile dctc1.1111nc(1 as lilllows:Ali h?J' where: Ap = Allowable diaphragm deflection, inches. h = Unsupported height of [lie wall. feel. / = Allowable ticsural compressive SUCngth ol'Ihe wall, poundS per square inch. Ew = Modulus of, clasticily of the wall, pounds per square inch. The diaphmgnl dellcelion is determined by the fonlitil I Ad As + Ab (l)'(UnrB) (�) + 5u/4 x 1725 2 x IOt' 3S4E/ where: , Ad = Total diaphragm dellcctiun• inches. AS = Shear deflection, inches. A l3endinu, deflection. inches. 33.000 Onvg (Oc1)2 (For a diaphragm having a unilornl shear (lisu'ibution across its span) Oar;g = AvcraLc unit shcar on diaphragm in pounds per fool between points lir which deflection is to be deternlinc(l. (Por a simply supported diaphla_nl uniformly loaded, '•Unrg•, is equal to the actual (liaphragnl shear per fool divided by two:) Or/ = Allowable diaphragm shear in pounds per fool from table. W = Uniform load on diaphragm ill poundS pct li?ot. - L = Diaphragm span, lecl. E = Modulus of elilSliciry o((liaphragm chord, psi. \•foment of inertia of chords. inchcS4. , - '-Values nuty bC increased one-liritrlh if the boundary nailin 1 01'111C di;tphrlgnl IMS the nail Spacii1il' rc(luce(I one -hall. 3ValueS shall be (lccI.,ISc(I oIlc-fourth when continuous unblocked joints are parallel to the direction of hori ontal forces. 41,tirlin tviddis, ale nominal dimensions. 'l bre .Sistecnths-inch self=ugiping screws wish afetal washers m;ry he substiultcd for nails shown for (lirect=anachment u0 afetal purlins. 6111 ;I(I(Iilian to.SCrcw or nail fastening. all boards arc fastened to one another m tongue -and -groove edge joints and To Siq?portS with 3/s -inch -diameter bead ofadhcsI've. 7IMininttull Thickness of sn'uctural Steel Support is 0.20 inch. . SThc planks arc oricnled to the load and limning as Ibllows: ` IAAD 1 I FRAMING • • , L t e DIAPHRAGM. BOUNOAHY CONTINUOUS PANELJOIN'rS - WOOD PURLINS OR WOOD NAILERS BOLTED TO METAL PURLINS METAL PURLINS Length -to -Width Ratio Length -to -Width Ratio ,Length -to -Width Length -to -Width Ratio' Not Over.2:1 Not Over 3:1 Ratio Not Over 3:1 • - - Unblocked _ Diaphragm, Unblocked - Blocked Self -tapping Diaphragm, Diaphragm, Screws Spaced 8 Uniform Nail ' Uniform Nail Unblocked Diaphragm, Nails Unblocked Diaphragm, Nails Unblocked Diaphragm, Nails inches o.c. Spacing on Spacing on All Spaced 4 inches o.c. through Spaced 4 inches o.c. through Spaced 8 inches o.c. through through Metal Supporls2•3•5 Panel Edgesz•s Metal Stripsz•3 Metal Strip and Glued3 Metal Strip and Glued3 Strip and Glued3 3 -inch Purlin 3 -inch Purlin 4 -inch N TECTUM Width° Widths 3 -inch 4 -inch 3 -inch 4 -inch 3 -inch ` 4 -inch I Topa THICKNE Nail Nail Purlin Purlin Nail Purlin' Purlin Nail Purlin .Purlin Screw Flange SS Size 4" o.c. 2" o.c. 4" o.c. 2" o.c. Size Width° � Width4 Size Width4 � Size Width4 Width4 Size Width IIA" 16d 120 175 175 300 16d 150 150 16d• _Width4 195 250 1611 170 215 3116" 215 2" 4" 140 200 200 350 1 6 175 175 16d 230 300 16d 200 250 3116" 256 Cork r 216` 4" 140 200 200 350 20(1 — 200 20d 250 330 210, 280 3116" 280 Cork .20d 3" — — — — — 30d — 200 30d '250 360 Sod 220 300 3/16•• 300 Long Sod 90 130— spall - For $I: I inch = 25.4 nun. I plf= 145939 N/m. ,The diaphragm length -to -width ratio for wood I'ranlc construction shall not exceed 3:1. The diaphragm lenVgth-to-widTh ratio for nitlsonry or concrete coils[ roc[ ion shall Ile dctc1.1111nc(1 as lilllows:Ali h?J' where: Ap = Allowable diaphragm deflection, inches. h = Unsupported height of [lie wall. feel. / = Allowable ticsural compressive SUCngth ol'Ihe wall, poundS per square inch. Ew = Modulus of, clasticily of the wall, pounds per square inch. The diaphmgnl dellcelion is determined by the fonlitil I Ad As + Ab (l)'(UnrB) (�) + 5u/4 x 1725 2 x IOt' 3S4E/ where: , Ad = Total diaphragm dellcctiun• inches. AS = Shear deflection, inches. A l3endinu, deflection. inches. 33.000 Onvg (Oc1)2 (For a diaphragm having a unilornl shear (lisu'ibution across its span) Oar;g = AvcraLc unit shcar on diaphragm in pounds per fool between points lir which deflection is to be deternlinc(l. (Por a simply supported diaphla_nl uniformly loaded, '•Unrg•, is equal to the actual (liaphragnl shear per fool divided by two:) Or/ = Allowable diaphragm shear in pounds per fool from table. W = Uniform load on diaphragm ill poundS pct li?ot. - L = Diaphragm span, lecl. E = Modulus of elilSliciry o((liaphragm chord, psi. \•foment of inertia of chords. inchcS4. , - '-Values nuty bC increased one-liritrlh if the boundary nailin 1 01'111C di;tphrlgnl IMS the nail Spacii1il' rc(luce(I one -hall. 3ValueS shall be (lccI.,ISc(I oIlc-fourth when continuous unblocked joints are parallel to the direction of hori ontal forces. 41,tirlin tviddis, ale nominal dimensions. 'l bre .Sistecnths-inch self=ugiping screws wish afetal washers m;ry he substiultcd for nails shown for (lirect=anachment u0 afetal purlins. 6111 ;I(I(Iilian to.SCrcw or nail fastening. all boards arc fastened to one another m tongue -and -groove edge joints and To Siq?portS with 3/s -inch -diameter bead ofadhcsI've. 7IMininttull Thickness of sn'uctural Steel Support is 0.20 inch. . SThc planks arc oricnled to the load and limning as Ibllows: ` IAAD 1 I FRAMING • • , L t e DIAPHRAGM. BOUNOAHY CONTINUOUS PANELJOIN'rS - Page 7 of 9 . ' TABLE 8—ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR TECTUM III OR E PLANKS, TECTUM I LONG -SPAN PLANK AND 3 -INCH TECTUM I PLANKi'2'3. ER -1116 Pur SI: I inch = 25.4 nun. I pound per low = 14.6 N/m. 11n addition to screw or nail lilsleninL. all hoards are fastened to one anothcrat tongue -and -groove edLejoints and to SLlpportS with a 3/g -inch -diameter head ofadhcsivc. 'Sec Footwtc• I to Mahle 4. t 'Sec• footnote S at Tahlc 4. 4Minimom thickness of structural steel support is 0.20 inch. 'An overlayment ol'7/I(,-inch 0S13 is amiched to the top of the panels: Two-inch.. No. 16 Lage Sttlpics at 4 inches o.c. areal the perimeter ol'each overlayment and at S inches ox: at 24 -inch intervals. A `/s -inch bead of adhesive is applied at the perimeter and at 24 -inch intervals. All overlayment joints ollsei panel joints. (`LonL-span plonk Utilizes a 1/1 -inch -by -3/4 -inch. No. 16 gage channel section along the umLue-and-groove cdLeS. X_011 -spam plank utilises a 5/g -inch -by -1/, -inch. No. 16 _,_c channel section alonL the tongue -and -groove edges. TABLE 9—TECTUM FORM PLANK ALLOWABLE SPANS THICKNESS OF PANEL (inches) - 4 MAXIMUM CONCRETE SLAB THICKNESS (inches). 8 I II MINIMUM 17 15 2 23 20 21/p 28 NORMAL 35 29 WIDTH OF MINIMUM• MINIMUM MAXIMUM WOOD FIELD PERIMETER PENETRATION TECTUM IIIIE SUPPORT FRAMING FASTENER .FASTENER INTO FRAMING THICKNESS SPACING MEMBER SPACING SPACING UNBLOCKED ITEM NAIL OR SCREW SIZE (inches) (inches) (inches) (inches) (inches) (inches) DIAPHRAGM lecuun III/E. No. 7 wire La Le anno- I I/' 31A 60 4 12 12 200 5 72 4 61 11 165 Iar.rinu shank nail TeeLtun III/I: No. 14 sell-tappinL ,villi I IA-inch-dianpc_ I 31/, 60 Sleet support IS IS 265 . 5 72 I8 I S 230 ter steel washer only4 No. 14 Sell -Lappin L' Tectum III/F with 11/cinch-diame- la 5 48 Steel sujppon ter steel washer only4 16 16 310 2 5 72 4 16 ' 12 320 Tatum III/I No. 14 ,with /�-inch- I 2 A I 3 /, 60 4 16 12 360 diameter head 21/, 31/' 72 4 16 12 340 No. 14 sell-mppinu I-eclum III/G' with I IA-inch-dialne- 14 5 72 4 S 6 785 let- steel washer 2 -inch -Thick No. 14 with 2-inch- 11/4 2 48 4 16 12 320 IonL-span plank4 diameter washer 21/ -inch-Thick No. 14 with 2 -inch - 11/4 21/� 60 long -span plank' diameter washer 4 16 10 390 3 -inch -!hick No. 14 with 2 -inch - 11/' long -span plank7 diameter washer 3 72 4 16 12 280 F3 It -thick plank I' No. I I with 2 -inch -di- I5/ 3 44 Steel Support 10 10 ends 450 anpcicr washer 16 only4 16 length Pur SI: I inch = 25.4 nun. I pound per low = 14.6 N/m. 11n addition to screw or nail lilsleninL. all hoards are fastened to one anothcrat tongue -and -groove edLejoints and to SLlpportS with a 3/g -inch -diameter head ofadhcsivc. 'Sec Footwtc• I to Mahle 4. t 'Sec• footnote S at Tahlc 4. 4Minimom thickness of structural steel support is 0.20 inch. 'An overlayment ol'7/I(,-inch 0S13 is amiched to the top of the panels: Two-inch.. No. 16 Lage Sttlpics at 4 inches o.c. areal the perimeter ol'each overlayment and at S inches ox: at 24 -inch intervals. A `/s -inch bead of adhesive is applied at the perimeter and at 24 -inch intervals. All overlayment joints ollsei panel joints. (`LonL-span plonk Utilizes a 1/1 -inch -by -3/4 -inch. No. 16 gage channel section along the umLue-and-groove cdLeS. X_011 -spam plank utilises a 5/g -inch -by -1/, -inch. No. 16 _,_c channel section alonL the tongue -and -groove edges. TABLE 9—TECTUM FORM PLANK ALLOWABLE SPANS THICKNESS OF PANEL (inches) - 4 MAXIMUM CONCRETE SLAB THICKNESS (inches). 8 I II 10 17 15 2 23 20 21/p 28 24 35 29 For SI: I inch = 25.4 nun. 0 Page 8 of 9 ER-1116 Tectum 111/E 8601 "Idle Edge Detail "Tectum I Roof Tile Edge Detail "tectum I Roof Plank Edge Detail Tectum III/E Roof Plank Edge Detail Tectum I Long Span Edge Detail FIGURE 1—TYPICAL EDGE DETAILS tj --- _:-.;��J Tectum 1 Panel Typical End Tectum I Panel Typical End Tectum 111/E Typical End Condition on Steel Condition on Wood Condition on Steel Tectum III/E Typical End Condition on Wood FIGURE 2—TYPICAL END CONDITIONS Page 9 of .23/4" J. .— — 101, 1. Built-up roofing 2. Bulb Tee 3. Grout Mixture—Tectum grout shall be used as cemetitious mixture between structural cement fiber units and bulb tees. 4. Structural Cememt-Fiber Units—Tectum Inc.—Care is to be taken to 4 ensure that units are tightly butted at end joints. 5. Joists 6. Bridging Angle—Bridging angle shall be welded to joists with spacing of bridging in accordance with recommended practice. FIGURE 3—TYPICAL ROOF CONSTRUCTION ER -1116