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Home My WebLink About05090134-Building Plans~E PATIO COVER ROOF PANELS mEMO, INC. 20400 HALL ROAD CLINTON TOWNSHIP, MICHIGAN 48038 1.0 SUBJECT Prefabricated Foam Core Pauo Cover Roof Panels. 2.0 DESCRIPTION 2,1 General: The memo, Inc., panels are used as structural roof panels for patio covers conforming to Division I I of UBC Appendix Chapter 31. The pane s are factory-assemb ed sandw ch panels consisting of aluminum skins and an expanded poly- styrene foam plastic core. The panels are 3 inches (76 mm) or 41/4 inches (108 mm) thick and 48 inches (1219 mm) wide, and have a maximum length of 22 feet (670~ mm). Panel types are as follows: To~guc & T-21-3~32A(A) 2.2 Materials, 2.2.1 Roof Panels: 2.2,1.1 Core: Core material is Falcon Manufacturing of Michigan, Inc., Type [X expanded polystyrene foam plastic board~ as recogni;~ed in the evaluatiori re~ort ER-4059. The foam plastic has a 2.0 pcf (32 kg/m3) oomir~a dens ty, a flame- spread rating of 25 or less and a smoke-density rating of 450 2.2.1.2 Facings: The facing matedal on both sides of the panels is 0.032-inch-thick (0,81 mm) 3105-H14 aluminum alloy conforming to ASTM B 209. 2.2.1,3 Adhesive: The facings are factory-adhered to the core with adhesives described in the approved quality control manual, The letter (A) or (M) in the panel identification number indicates the adhesive type. 2,2.2 Cleats: The cleats used ta interconnect the panels along their longitudinal edges are extruded 6063-T5 alumi- num alloy complying with ASTM B 221. 2.3 Installation: The roof panel length must be continuous in the d rec on of its slope, With no tr;dnsverse joints. Panel supports must pro- Inc. A 90601-2299 Conference of Building Officials PFC-5176 Reissued June 1, 1998 (216) vide a m~nimum 2-inch-wide (51 mm) continuous beadng width at suppod points for gra~,ily and wind uplift oads. For other methods of panel sup~ort, the effects of the support on the panel performance must be substantiated to the satisfac- tion of the building official Connection of the panels to the structure must be substantiated to the satisfaction of the building official The foam plastic must be encapsulated in minimum 0.032-inch-thick (9~81 mm) aluminum. Longitudinal panel edges are connected to adjacent panels using cleats in accordance with Figure 1 2.4 Allowable Loads: Maximum allowable gravity and wind-uplift loads, based on strength and deflection considerations, are set forth in Tables 1.2 and 3. 2.5 Identification: Each roof pane is identified by a label beadng the name and address of memo, Inc., the panel type. the evaluation report number (PFC-5176), and the name of the quality control agency (C.I. Professional Services). The designation (A) or tM), indicating adhesive type, appears on the foam plastic core, at one end of the panel. The cleats are icentified byra memo, Inc., bill of materials em closed in the cleat packaging. 3.0 EVIDENCE SUBMITTED wCalcutstions, report of a fire test conducted in accordance ith UBC Standard 26-3, a quality control manual, and a re- port of transveme load tests complying with the ICBO ES Ac- ceptance Criteria for Sandwich Panels lAC04), dated July 1996. 4.0 FINDINGS That the prefabricated foam core patio cover roof panels described in this report comply with the 1997' Uniform ~3uilding CodeTM, subject to the following conditions: 4.1 The panels are used only on patio covers regulated by Division III of Appendix Chapter 31 of the code. 4.2 Panel fabrication, identification and installation comply with this report and the manufacturer's in- structions. 4.3 Panel connections to the support ng structure must be designed and the justification submitted to the building official for approval. 4.4 The remaining portions of the structure are de- signed and constructed in accoroance with the code. 4.5 The panels are fabricated at the Temo, Inc. fact ty in Mount Clemens Michigan, with ~ollow-up in- spections by C I. Professional Services (AA-~06). This report is subject to re-examination in two years. Page 1 of 3 Inc. ~299 :rence of Building Officials IssuedJ 1.0 SUBJECT Patio Cover Enclosures. DESCRIPTION 2.3 Allowable Loads: Maximum allowable vedical and horizontal loads are set forth in Table 1. 2.4 Identification: Enclosures covered by this report must be identified by a per- manent decal or idenfi~ing tag that states the name and ad- dress o! the manulactumr (1'omo Incorporated). Fully ~.tem- pered glass must be identified in accordance with Sections 2402 and 2406 o! the code. General: 3.0 EVIDENCE SUBMFI'rED The Temo Incorporated patio cover enclosures am Calcuiatioos and plans. constructed, in accordance with the attached plans, which in- 4.0 ENDINGS clede Dmenngs 3500 through 3503. The enclosures support the roof structure of Ihe patio cover. Patio cover roofs used ' with the enclosures mast be capable of resisting lateral loads .i~. ed by the enclosures. The roof panels must be recog- nlzea under a cur~nt !CBO ES or NES evaluation mporL The patio cover enclosures are for residential purPosos, and n~y be partially enclosed as specified in Appenc~x Chap- ter 31, Division III, of the Uniform Building Cod~'m (UBC) 2.2 Wall Openings: ~ required by Section 3116 of the UBC Appendix may .p.a. dially' enclosed with transparent plastic, translUcent plastic or, fully t. empered glass, each of which must be madi~ removable aha must not exceed 0.125 inch (3.2 mm) in thick- n?s; insect screening may also be used. The fully tempered glass must Comply with Section 2406 of the UBC. 3502 That the patio cover enclosures described in this report comply With thee 1994"Uniform Building CodeTM, sul~ject to the following conditions: 4.1 Patio covers and enclosures are limited t0 use un- der Appendix Chapter 31, Division Itl, of the code. 4.2 Patio covers and enclosures are constructed In compliance with this report and the attached plans, dated April 1997. 4.3 Where the 'patio covers are fully enclosed, patio covers are designed to 'distribute lateral wind and seismic loads to the existing structure. 1996 Accumulative Supplement:'This report is unaffected by the supplement. This ~eport Is subject to re-examination in one year. TABLE 1 I>~ts Details for Ead~sm~ (20) (30) o~ {40) (30)~(40) 9.75 or 13 9~75 9.75 May be partially enclosedz SIDE ]ELEVATION FRONT ELEVATION A (TYP) * FOR GV @ 90400 lv~lt USE (2~ ~SXS/S" SCREWS, ~CH S~E ffAS~ A) FOR G~ ~ST. * FOR BV ~ ~-I~ USE (4) ~/8" ~S ~ S~E F~ ~ (4~/8", ~ S~E, FAS~ C * FOR ~G~ ~ S~S, S~ G~ NO~S * ~ ~ FAS~ S~D~E FOR FO~A~ON A~A~ FASTENER A; REFER TO DETAIL F LVL BEAM OR 3-1/4~ SIZE BEAM PER MFG, APPLICABLE INSTRUCTIONS * FASTENER B: 90-100 MPH USE tt8XS/8'~18~ O.C. * FASTENER B: 110-130 MPH USE #8X5~8~12' O.C, · FASTEI~R C: ALUMINUM BEAM MATERIAL ATTACH FASTE24ER A TO: WALL STUDS ~ 16~ O.C. WI 1/4"O X 3~ LAGS UP TO 24' X 14~ Wi 12' OVERHANG FOR ~ 110 MPH AND/OR 50PSF GROUND SNOW LOAD, ATTACH FASTIKNER A&B TO: WALL STUDS IF > 16" O,C. W/1t4"O X 3" LAGS UP TO 24'X 14~ W/12~ OVERHANG FOR 120- 130 MPH AND/OR 65PSF GROUND SNOW LOAD. FOR PROJECTIONS GREATER THAN 14; USE DOUBLE SPAN ATi'ACH FASTENER A&B TO: WALL STUDS !~> 16~' O.C. W/1/4"~X 3" LAGS UP TO 24' X 18' W! 12" OVER. HANG FOR 90- 130 MPH AND/OR 65PSF GROUND SNOW LOAD, UPTO] SF~rlON C SECTION NOM. 4" CONCRETE CONCRETE ·~ FOUNDATION DONE BY OTItERS (SEE GENERAL NOTES) SIDE ELEVATION_ DETAIL I: POST HEADER CONNECTION FASTENER NOM..080 WALLS SILL STARTER 7/8" (TYP) /~90 MPH USE 8 /8 (4)~ X.5 --~ EACH SIDE >90 MPH USE (o3~8XS/S" EA~ S~E *FOR GV ~ 90-130MPH USE: OABLE POST: (3) #SXSfg" ~ S~E F~ A ~ ~: (2) ~* ~ S~E FAS~ A *FOR BV ~110 ~H U~: O~ ~: USE ~ ~ST B~, O) ~" ~ S~E F~A& (3)~"~ S~EF~C FOR ~ ~T S~ S~ON DD ~ ~ F~ ~ FOR ~A~ON FOR O~ ~S S~ G~ NO~ FOR G~ R~ DETAIL II: H-MULLION HEADER CONNECTION * SINGLE H-MULLION CONSTP. UCTION ONLY; 90 MPH * GRANDVIEW ONLY * 20'X I8'MAX. ROOM SIZE SECTION H: R1DGE BE.AM CONNECTION I/4"0 X 2" LAG SCREW~,~ 18" O.C. LVL RIDGE BEAM SIZE BEAM pER MFG. APPLICABLE INSTRUCTIONS WOOD STRIP ANGLE) · WINDOW FRAME IS SILICONED AROUND PERIMETER, SEE DLrfA1L CI *USE NOVAFLEX 1O0 SILICONE OR EQUIVELANT BOTH SIDES PANEL CAP SECTION E: 33/80UTglDECORNER POST WI 3 1/4" GENERAL NOTES FOP.. ROOM SUPPORT 3 1/2" 2PC CORNER POST OC ~8X5/8 (~24 . . SEC~ON BI ;'rENER B, REFER TO FASTENER :HEDULE FOR NO. OF REQUIRED LAGS ~R WIND SPEED AND ROOM SIZE. ',TEN]~ B INTO CONCRET~ ~ TO ~STENER SCHEDULE FOR NO, OF REQUIRED ~COI'IS FOR WIND SPEED AND ROOM SIZE. LY (6) LAGS CAN BE IN~ERTED ~ Post E 1/4 STEELWASHERSUPTO 100MPH .-DRILL LAG HOLES USING 11/64'"H BIT. 0MPH USE STEEL PLATES CORNER POST A; #8 X 5/8"@24" O.C. (6 LOCATIONS) * FASTENER B, ~ TO FASTENEK SCHEDULE FOR NO. OF REQUIRED LAGS FOR WIND SPEED AND ROOM SIZE, * FASTEIqER B INTO CONCREI'E. REFER TO FASTENER SCHEDUI~ FOR NO. OF REQ~ TAPCONS FOR WIND SPEED AND ROOM SIZE, * FOR BV ONLY. INSERT FASTENER B INTO THE POST BRACKET 1/4* FROM INNER WALL USING A STEEL WASHER ?OST: FASTENFA~ C. 90MPH USE (3~#gXl-l/4 I~4~CH SIDE FOR 100-110MPI~ USE (4)~gXl- 1/4 F. ACH SIDE * 1RE-DRILL LAG HOLES USING ! 1/64"O BIT. *COKNER POST DOES NOT SIT IN SILL STARTER, IT IS DIRECTLY FASTENED TO SLAB OR DECK * ONLY (6) LAGS CAN BE INSERTED ~riTH]N THE CROSS SECFION OF THE POST FASTENER B. NOTES ($ECrlON OR RIDGE BEAk REVISION NOTES: P,.EV A-C: WORK PRIOR TO ENGINF..ERI~G APPROVAL REV D: SEC~ON B2, REDUCED SIZE OF STEEL PLATES POST SPACING, REVISED TABLE FOR STUDIO 6' SPAN REV E: SECTION H, CORKECTED QTY. TYPO FOR LAGS; 3 INSTEAD OF 6 POST SPACING COMMI~ITS. REMOVED 65 PSF SNOW LOAD LIMITATION REV F: IN GENERAL NOTE~, CO~D ~ IN DETAIL F-STUDIO, DBL SPAN; 90 TO 130 REFLECT RESULTS FROM SUPP~ARY TE~TllqG THAT ALLOW REMOVAL OF GV L-BRACKETS (DETAIL 11 & DERAIL CI) MUST HAVE FULL EMBEDDMENT OF ALL LAGS INTO JOISTS OR BAND BOARD, AND MUST HAVE lULL EIVtBEDDMENT OF ALL TAPCONS INTO CONCRETE · TYP. FASTENERS: TAPCONS INTO CONCRETE OR LAGS INTO WOOD * INTO CONCRETE: 90-130 MimH USE 1/4~i~ X 2' TAPCONS-24' O.C. * INTO WOOD: 90-130 MPH USE 114N~{ X 4" LAGS-24" O.C. ,)CATION OF/.AG SCREWS; UST HAVE FOLL EMBEDDMENT OF ALL FASTENERS ;ER TO FA~ SCHI~)ULE FOR NO, ? REQUIRED FASTENERS FOR WIND SPEED ~ ROOM SIZE L Y (6) LAGS CAN BE INSERTED WITHIN fE CROSS-SECTION OF THE POST ;E 1/4'' $~ WASH'FRS UPTO 100MPH /-DKILL LAG HOLES USINO ! [/64"O BIT DETAIL CI: GV VERTICAL MULLION SINGLE H-MULLION; 90 lVl~H ONLY * 20'X 18' MAX. ROOM SIZE * FASTENER A+ USE t~8X1-1/4' AT TOP, MIDDLF~ BOSOM OF ~. * S~ ~ P~ OF ~ ~ SHO~ * ~ TO ~RT-S~WAY~I:~ BO~ JAMB SUPPORT {{" O.C. PRE-DRILL HOLES BETTERVIEW SINGLE MULLION CENTER VERTICAL SUPPORT USE FOR WINDSPEEDS >100MPH CENTERS * TO BE USED UNDER OABLE & CORNER POST ON ORANDVIEW ONLY 3 1/4" X 3 1/2" 2 PC. GABLE POST 3 1/4" * BE1TERVIEW USE~ 3 1/4" X 3 1/4" POST FLANKED W/NON-THERMALLY BROKEN H-MULLIONS, * USE CO~ON OPTION A FOR ~ CONNECTIONS OR B FOR EXTF. P, NAL CONNECTIONS * (A) PRE DRILL, USE/tSXI~I/4" W/LOW-PROF{LE (PANCAKE) IIF-AD @ 24" OC (B) USE//825/8"-24" O.C. 5/8" ...~---~-~ c (~CP) · ~ ' (A & B), (FOLLOW NOTES ON DEl'AlL) * (C), USE/~X5/'8"-24' O.C. Page 3 of 3 PFC-5176 T-21-3-32 BOITOM CLEAT For SI: I inc~ = 25.4 mm. FIGURE I--CLEAT ASSEMBLY DETAIL TABLE 1 --ALLOWABLE SPANS FOR T-21-3-32(A) and T-21-3-32A(A) FOAM ROOF PATIO PANELSI.2,3 ~ 47,88 Pa, I £oo1=304~8 mm. I inch = 25.4 I-~m, i~l.61 kin/hr, -- IT~csepan¢lspaflsarcbascduponsimpcspancondifions.^flalyssof hcconnectondcaismus bcprowdcdw.h bec g ¢cr g design a~0cialcd with their specific ns~allaliofl and subn lied o he bud ng of tic a for approva PFC-5t76 TABLE 2--ALLOWABLE SPANS FOR T-21.3.32(M) AND T-21.3.32A(M) PANELS ] 0 uplift load (70 mph) ! g' - 0" __ 13 uplift load (80 mph) 18%0" 20 livc load 16' - 5" 20 snow load 16' - 5" TABLE 3--ALLOWABLE SPANS FOR T-21-4.25-32(A) AND T-21-4.25-32{M) PANELSLZ,3 I0 live oad -- I0 uplift load (70 mph)-- 13 uplift load (80 mph) 15 upli fl load (90 mph) 19 uplift toad(lO0 mph) 20 live load 23 uplift load 30snowload ALLOWA~LESPAN 20' - 0' ~ = 304.g mm. I inch = 25.4 ~mm_ I~ 1.61 kmfnr -- joist o~ b~d boa~dp~ each side. each side. ~ci~a BI: C u~e (4)-~" screws, each s~de. ~r (3~a~ch, ie~ focuns only, uae ~eel~s ~ g~le po~ c~ po~ ~s ~ ~ab o~ ~ F~A ~e (~ s~e~, each F~ C ~e (~" sczews, e~h side. ~sta~6 lags directly und~ the post. ~ctiox C4: NEC ~ no o~e~ ~ co~ c~e a~e. ~h ac s~ews, n~, o~ ~ o~e~, c~o~ ~ ~e raceway ca~ Ga~e pos~ GV Race~ay, or BV sno~ ~ad po~ c~ be ~ed ~ ~e 2pc ~ad s~p~ fo~ long~ sp~ o~ ~eate~ ~oof~s. Jr studio room using T' o~ 6~ pands, use thc following number ~ ~'~ screws attach~oofpene~. Eachl-beam or ba~ahes (2)-~8x5/8~ screws connecting ~o the head~ o~been~ Ove~en~is 12~. Double .~1~ an: Double Span: Heade~. Intemxedisie Beam; 90mph--0/panel ~Omph--l/pa~el 100.120mph--l/paael 100mph--l/pmel 130mph--2~panel 110raph--*~panel 120mph~2/pa~el 13~mph--$/pat~el ForBY studio. 120mph: use post b~acket FactenerA use (6)4~.~' scIews, ea~ side. er C ~e (~8~ s~cws, e~h side, F~ ~e OV ~ceway, do not ~ screw ~ ~e ce~ ~ ~e ~de w~ foz ~ere's no. to · Re.ed f~ for post ~a~ ~ ~" ~ P~ ~e ~m~ po~ ~k~ ~.~. each hde (f~ each ~ (f~ A). ~ ~ each ~ (f~ ~ 1~110~ (~ each ~ (~ ~ 90mph--l/p anal lOOmph--l/p anal llO~ph--l/panel 120mph--2/p anal 130mph---2/panel