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00-0067 Joh n Pa",Per rp� � inC 4770 BISCAYNE BLVD ,SUITE 800,MIAMI,FL 33137 0305-377-0621 o FAX 305-576-3245 AAC000468 March 8, 2000 CITY OF SOUTH MIAMI 6130 Sunset Drive South Miami, FL 33143 Attn: Building Department Re: Office Building, 7600 Red Road, Miami, Florida Gentlemen, In accordance with Easton & Associates review comment sheet dated March 6, 2000, please be advised that this office has visited the site and the building to be remodeled in respect to this permit. The work to be performed under this permit will not demolish, alter, modify or remove any building structural elements or the building envelope with the exception of the placement of the two (2) exterior doors, numbers 1 and 4, as indicated on Sheet A-1 with revision 1 dated 2/28/2000. Please be advised that the door jambs of these doors will not be replaced. As requested�tthe4roof elevation of the building is 32'-0" above finish floor. Y� ,m Ri'' and l< s:Jolar%' 0,-P% IA \0ffice\JARedRd.308l" • • Job#2006 •••• .•• ..••• ••.• ... . . . . . . . . . '*0 . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . ..... . . . . • • . . . . . . . . ... . . . .. .. . . . ... ..... . . .•. ..•. Joh n t l � �9 4770 BISCAYNE BLVD ,SUITE 800,MIAMI,FL 33137 0305-377-0621 o FAX 305- 7 - 5 6 3245 AAC000468 DATE: 3-22-00 Project: 2006 JOE ALBERT "For Pick Up" Transmitted herewith are the following: . . . .... .. . NO. DESCRIPTION .. . .... .... EXIT STAIR ENCLOSURE 7600 SW 57th Avenue (Red Road), South Miami, FL: ' . . .. ...... 2 ea Wind Load Calculations '• . . .. ...... Signed and Sealed •' . .... ...... ...... ..... . . For your use as requested. By: Richard K. Johnson, AIA /dd pr-,0 _C.•f• FIL.:-:' PG . NO 1 SITS: ?�oC�C �� Rc�A/7� BY D,�TC 03/23/98 7-t16 ( 7 'l'Z ) W'[ND LOADS CK ASCE 7 93, WIND LOAD CALCULATION'-- WIND DATA wind SNS:ed ( b' ) 110 .00 mph Importanc,D ( I ) 1 .0� Category I Expo--u1•e C Dist . from Ocean 1 .00 mi • • • • • • so so STZUCTUP.E DATA •• • . ;-;eight 32 -00 ft ••.' ...... • • • • • . . .. ...... "r2-SSU E C�JEF ICIENT DATA : ' ' • *Osseo .... • ..... I see** T rnr�n i i• r �n� _ J- � �. ' ' PROJE7{ T FILE PG . NO �ITE 0 3/��/93 �U57J7CT M^3C'E 7-86 ( 7-93 ) WIND LOADS- CK � A5CE 7-?3 WIND LOAD C,��iLCULATIONS OEN[R�,L EDUelIOw FOR' WIND P�-E6'-:USES , p p = (-jh , [( C .cp ) - { Gcpi )] q ; evaluated at maan roof CxpuSu/e C GCp given in Fig ' 3a and 33L) GCpl qiven in Table 9 ° ° r CALCULATION Or PRESSURE COEFFICl�� ( q) � ' � ' � ' � ' . . � = 0 '002b6 .Kz '( IA, )^2 q = 34 .I2 * Kz ° ~ ^ � . ` 7wez see* • • •oe 00's,0 • ** 0/ ••0*0• of* d 0*009* lj,), TI OseO :j A in s P i 0000 000. *000 jsd 0�,6 (I b -9.1 rlssa Id X I T 00 T aA 66 c zy, ' 4000 alllsOdX3 d c)i i v, (!:,. 0 1 0 IN I N 3- L Js)V j,-) L-C n 0 METRO-*WDE METROPOLITAN DADE COUNTY, FLORIDA ~ _ r METRO-DADE FLAGLER WILDING BUILDING CODE COMPLIANCE OFFICE METFIO•UADE FLAGLER WILDING ' '• -- _ _ 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305) 375.2901 FAX (305) 375-2900 S. W. Fleming Limited PRODUC I CONTROL_ DIVISION 20 Barr Road (305) 375.2902 Ajax, Ontario CA LIS 3X9 FAX (305) 372•G339 Your application for Product Approval of: 13 ga. Outswing Commercial Steel Door-Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Altcl[late Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. HDF,Streets 1 thru 6 of 6. (For listing, see Section of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance offii c W he uscd.iu•Dadc •••• County, Florida under the specific conditions set forth on pages 2 et. scq. and•tt1C Standard*Conditions•'•• on page 3. . .. .. *see This approval shall not be valid after the expiration date stated below. The Oflicc o Cody-CQn:pliance . .. . .. reserves the right to secure this product or material at anytime from a jobsitc or nlanufactulj�.�.plant.fo.r••. quality control testing. If this product or material fails to perform in the appravcd n3annc'r,•w1,0 Cock....% Compliance Office may revoke, modify, or suspend the use of such product or hiat'rial inini6diately: Tile: applicant shall re-evaluate this product or material should any ammendments to the Southr)QCida BtiiINn.g. Code be enacted affecting this product or material. The Building Code CompGance:OfGcaroscrves tire•• the right to revoke this approval, if it is determined by the Building Code Comphahce Offi'cc fliat this product or material fails to meet the requirements of the South Florida Building Code. The expense of •• such testing will be incurred by the manufacturer. Acceptance No.:97-0327.01 Expires:02/05101 haul ltod lgucz Product Control Supervisor THIS IS THE COVERSHCET, SCE ADDITIONAL PAGES FOR SPECIFIC AND GLNEIZAL CONDITIONS BUILDING CODE COMiv11TTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. YAL�s4a Iger, fi Director Building Code Compliance Dept. Approved:02/05/98 -l- tvictiopolitan Dade County S. W. Fleming Limited ACCEPTANCE' No.: 97-0327.01 APPIZOVCD FEB 0 5 1990 EXPIRES :FB__p_.5 H 1 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a commercial steel door system designed to comply with (he South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7-88 "Minimum Design Loads for Building and Other Structures", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2-Model Designation: 18 ga. Outsiving Commercial Steel Door— Impact D-18 Series Door & F-16 Series Frame 1.3 Overall Size: 3'4" (40") wide x 7' 2" (36") high x 5-3/4" (min.) depth. 00 14 Configuration: X e•• 1.5 No. & Size of Panels: One panel 3' 0"(36") wide by 7' 0" (84") high x r-Y14'*d11 ck.••••• 60.00. 2. MATERIAL CHARACTERISTICS " " •'•• 2.1 Frame & Door Material: Galvanneal Steel, commcrcial quality (CQ) tivitA4n11nilnuLn yield• strength of 43,000 psi. Frame: 16 ga. (0.053" min.), Door PS ga. •00 - (0.042"min.). .""• • . . 6000 060060 2.2 Glazing: None 0 0 . 2.3 Door Leaf Construction: 0900: 2.3.1 Door thickness: The door leaf is 1-3/4" thick. "" ' 2.3.2 Face sheets: 18 gauge (0.042" min. thick commercial quality • • ••••' 00:00: q y (QC�ldci�sionlei•e�ed steel . . conforming to ASTM A924M-94, galvanized to AST�I A653M-94 coating designationLF7S"" known commercially as paintablc Galvanneal, with a minimum yield strength of l-y = 43,000 psi. 2.3.3 Core Design: Honeycomb reinforced Kraft paper, structural-small cell (I" maximum), full honeycomb core (density 1.l lbs/ftz); permanently bonded to the inside of each face skill with non- flammable adhesive. 2.3.4 Construction: D-18 Series - Full flush cons(ruction, steel edges, door panel consists of a door body and a door cover attached together using an edge seaming technique. 2.3.5 Vertical edges: Continuation of face skins formcd with a mechanically interlocking edge scam with resin reinforced adhesive sealant. 2.3.6 Top and bottom edges: Top and bottom of door shall each have a formcd inverted steel end channel, 1-1/2" x 1.656" x 1-1/2" x 16 ga. (.053" min.), projection welded to facc sheets at 3" o.c. Top edge has an additional top cap, 7/16" x 1-1/2" x 7/16" x 16 ga. (.053" rnin.), are %vcldcd to inside of end channel at 3" o.c., flush with top of door. Manucl Perez, I.E., Product Co tr 1 I�xaminer Product ontrol Division 4 S. 1V. Fleming Limited ACCETTANCE No.: 97-0327.01 APPROVED FFH U 5 1998 EXPIRES FED 0 5 2001 NOTICE OF ACCI:P'rANCL: SPECIFIC CONDITIONS 2.3.7 Reinforcements: uanti Description Location 2.3.7.1 Tluce Hinge reinforcement: 10 ga. "high Onc "lligh ficeluency" hinge frequency" hinge reinforcement and 10 reinforcement at top door hinge ga. regular hinge reinforcement. See location. One regular hinge Dwg. No. HDr, Sheet 3 of 6 for details reinforcement at center and bottom door hinge location 2.3.7.2 One 12-ga. steel cylindrical mortise lock Inside door nnoitisc lock reinforcing assembly, projection- • welded to door edge. See Dwg. No. • .. . ....0 .... HDr, Sheet 5 of 6 for details ' OR .. 2.3.7.2 One 16-ga. steel cylindrical lock reinforcing Inside door cylindrical lock cavity. 0 00 assembly, projection-welded to door edge. See Dwg. No. HDr, Sheet 5 of 6 •��• •••••• •' for details •••• •0•�0• OR • . .... ...... 2.3.7.2 One 16-ga. steel rim exit device reinforcing Insido�ooro at exilg vice luja1ton. channel, projection-welded to door 0.... .... ' . . edge. See Dwg. No. HDF, Sheet 5 of 6 ••'••• for details 2.3.8 Astragal: N/A. 2.3.9 Finish: All doors shall be touched-up with zinc rich primer paint. 2.4 Frame Construction: 2.4.1 Type: Series F-16 hollow metal frame. The frame jambs and head are 16 ga. (.053" min.) steel, double rabbet profile, 2" face and a minimum depth of 5-3/4". 2.4.2 Material: 16 gauge (0.053" min.) commercial quality (QC) tension leveled steel conformin; to ASTM A924M-94, galvanized to ASTM A653M-94, coating designation Z1.75, known commercially as paintable Galvanneal, with a minimum yield strength of l-y =43,000 psi. 2.4.3 Construction: Mitered corner joint construction, intersecting faces continuously welded on the inside, intersecting stops tack-welded on the inside, exposed faces ground smooth, interior unwelded joint intersections sealed with silicone caulking. See Dwg. No. IIDF, Sheet 3 of 6 for typical jamb/head intersection detail. �a Nlanu Pcrez, P.L., Produtiol Examiner Product Control Division S. tiV. r.—le Limited ACUT TANCE Nu.: 97-0327.01 Al'I'lZ0VED FEB 0 5 1998 EXPIRES FFD 0 5 2001 NOTICC OF ACCEI'TANCL: SPECIF IC CONDITIONS 2.4.4 Reinforcements: Quanfity DescriRtion Location 2.4.4.1 Three Hinge reinforcement: 10-ga. "high One "high ficqucncy" hinge frequency" hinge reinforcement and 10 reinforcement at 'lop frank hinge ga. regular hinge reinforcement. location. One regular hinge See Dwg. No. I-IDF, Sheet 3 of 6 for reinforcement at center and bottom details frame hinge location 2.4.4.2 One 12-ga. ASA-type steel strike Al fiamc lock jamb, X40-5/ld fiu0, 000000 reinforcement. See Dwg. No. IIDF, bottoi:i. : : 0000 •..' Sheet 3 of 6 for details ' 0 0000 0 .. . 0000 OR 0 • . . 2.4.4.2 One 12-ga. steel rim strike reinforcement. Al franc lo>;kjamb,140-5/16V f[oln See Dwg. No. I-IDF, Sliect 3 of 6 for bottom.0 ••* .. .• details 0 • . 0000.. 2.4.5 Anchors: 4,0.00. 2.4.5.1 Wood Stud Anchor: 3/8"x4-1/2" wood lag screw directly t�iru frame or two-pica:••••; combination stud wall anchors. '000% ;••••; 2.4.5.2 Existing Wall Anchor: 3/8"x 5" flat head expansion bolt dircclrx thru trade. .....• 2.4.5.3 Masonry Wire Anchor: 10-1/2" long x 2" widc x .175" dia.•sGcal'wirc*••••• 2.4.5.4 Steel Stud Anchor: 2 pica combination stud wall anchors. • 0000'• 2.4.6 Thresholds: National GuardProducts #950Nextrudcd aluminum bumper thicshold•l/4" – 1/2" high x 5" wide x .078" wall thickness with slide-in neoprene bulb wcalherstiip insert. 2.5_Weatherstrins: uantity Descrintion Loca(ion 2.5.1 One Row National Guard MONA 1-7/16" widc x Along the entitc Dead andjrurnb .188" high x 1/16"wall thickness, surface perimeter. AtlaCllcll with twenty applied extruded aluminum weatherstrip four (24) 116 x '/4" Pl'11 Si\,1S spaced adaptor with a neoprene adhesive insert. at 8" o.c. Ivianu I Perez, P.E., Product ontrol Examiner Product Control Division Flcminu Limited ACCEPTANCE. No.: _ 97-0327.01 APPROVED FED 0 5 1998 EXPIRES FEED 0 5 ?001 NOTICE OF ACCEPTANCE: SI'ECIF IC C0N1)ITI0NS 2.6 Hardware: Cylindrical Lock and Surface Holt Option 2.6.1 One Yale Series 540015500 Grade 1 cylindrical At door lock side, 10-5/16" front lock, lever or knob operated. See Dwg. Poor. Includes ASA 'strike at frame FIDE, Shect 6 of 6 for lock descriptions. sti ike j;uub. OR 2.6.1 One Yale Series 8700, Grade I mortise lock, At door lock stile, 40-5/16" front lever or knob operated. See Dwg. I-IDF, floor. Includes ASA strike at £wlic - Sheet G of 6 for lock descriptions. strikc0;j0aie 0pb oa: 0000 0,00 : OR • .. . 0000 0000 2.6.1 One Yale Series 710017200, Grade 1, rim exit At door lock stilu,'404/16" iwu: device with Yale 8723 shim kit. See Dwg. floor.:h1cl i1cs 1lrleJ717571,steel HDF, Sheet 6 of 6 for lock descriptions. roller ctrike:at fraInc•stiike jamb. 2.7 Sealant: G.L. Silicone II Clear Window and Door Sealant caulk is used at all perimeters (intcrioruild exterior) and threshold seals. 0••••. .•'•'. '. . . 0000 0000.. 3. LIMITATIONS 000000 0000. . . 3.1 This approval applies to single unit applications of single door only, as �l'iowil in Sc4�iQ�1 10. 3.2 Units with door width or height dimensions equal to or smaller than tho;�.Jljwn iii S+: ton 1.5 and: frame jamb depths equal to or greater than those shown in Section 1.3 shall-qualify under this appf6;ar.• 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 4. INSTALLATION 4.1 Method of Attachment 4.1.1 Attachment to Wood Buck: 4.1.1.1 Head: None. 4.1.1.2 Jambs: Eight (8) 1/4" x 4" Fl-I lag screws, (4 per jamb) with a Alin. penetration of 1-3/4"into wood, located at 6" from bottom and the rest spaced 24" U.C. msxullunl. OR Eight (8) two-piece combination stud wall anchors (4 perjanib), located at G" f►oni bottom and the rest spaced at 24" o.c. maximum, each anchor tack-welded inside frame profile and attached to studs with four(4) 98 x 1" FH wood screws 4.1.2kt't chmcnt-to-Cxistinb:lVlasonry/Coiicrctc? 4:1:2:1 Hcad:-None: -_— -- - 4-1:2;Z Jambs: Punch_cd and dimpled for eight (8)-318"-x 5" Lul✓Gufr expansion bulls, (,I per jamb) located at-G°.from,6ottom:and°,the rest spaced 24"o/c�lnaximunl. : Jambs rcuiforccd with eight extsttng=wall=anclio,r-guides=(4 per jamb);-tack-welded-inside profile al each c 'pansioi� bolt: ivlanuc erez, P.E., Product C iltiol Examiner Product Control Division 2c S. NV. Fleming Limited ACCEI' YANCE, Nu': -- 97-(1327.0I AI'I'IZOVEI) FED 0 5 1990 EXPI►ZE'S FED D 0 5 2001 NOTICE OI% ACCEPTANCE: SPECIFIC CONDITIONS 4.1.3 Attachment to New Masonry: 4.1.3.1 (lead: None. 4.1.3.2 Jambs: Six (6) 2" x 10-1/2" diameter adjustable steel wire anchors, (3 anchors per jamb) located at approx. 16 from bottom of frame, and the rest at 32" o. c maximum, instdllcd between two CBS blocks filled with mortar and rcbar. 4.1.4 Attachment to Stecl Stud: 4.1.4.1 Head: None. 4.1.4.2 Jambs: Eight (8) two-piece combination stud wall anchors (;I jja�� located 6":fioan� bottom and the rest at 24" o. c. maximum, each anchor tack-welded ins;J;framc•proGlc anct•- attached to studs with (4) #8 x 1"steel drywall screws. 0.00•• ,•'••, 4.1.5 Attachment of Threshold to Floor: .' . 4.1.5.1 Wood Floors: Four(4) #10x I" FI-I wood screws, located aM fiIni each end wid•the • rest at 16" o.c. maximum. ; •.; 4.1.5.2 Concrete Floors: Four (4) 3/16" x 1-3/4"Rawl Tapper, located at 2" frog�••ch cnd�aiul• the rest at 16" o.c. maximum. •'•' 7ltr� e e s s • • • 0000 0000•• 4.1.6 Attachment of Jamb to Floor: •• 4.1.6.1 Wood Floors: Four (4) '/," x 4 steel lag bolts (2 per jambs) thfu 16 jga. stei0cor ai�loor.: 4.1.6.2 Concrete Floors: Four(4) ITIV Ramse!/Redllead 150OSD SSrie3�$" IonGk..Z" diamger head pin and .125" washers (2 per jamb) thru 16 ga. steel floor ancho?'....00 •0.0.0 4.2 Limit shim space to a maximum of 1/4". 0 ••�••0 4.3 Attachments of sub-bucks shall be designed by the Architect or Engineer of Recoids and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considcicd compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each door system shall bear a permanent jabel with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, with the manufacturer's name or logo, city and state. Manue Perez, P.E., Product Con of Examiner Product Control Division S. 1V. Flemin,, Limited ACCEPTANCE No.: 97-0327.01 AI'PIZOVEI) : Fill 0 5 1990 EXI'IItES :_jLB—lLa2Q01 NOTICE OF ACCEI'TANCE: SI'ECIFIC CONDI"PIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. IIDF, Shccts I thm 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation •• ••• 6.2 The Building Official shall ensure the adequacy of door to meet the pres4ircrr(juircnic4a of the opening in which it is to be installed. ' .. . .... .... 6.3 Note: The installation of this unit will not require a hurricane protective system,' . . .. .. .... 7. TESTS PERFORMED •�; • 7.1 TESTS: ' RESULTS: •• •• ••'•:' TEST TEST LOADS •Ml!SIGN L'• ••.• AIR INFILTRATION Q 1.57 PSF 0.000 CFM/FT �- - -- • SFDC PA 202-94 (1.25 CFM/FT-) HTL-0096-0909-96 ••••• :• AIR INFILTRATION Q 6.24 PSF 0.082 CFM/Fl :"'� -- -- - • SFDC PA 202-94 •••• ••••• FITL-0096-0909-96 • UNIFORM STATIC PRESSURE @ DESIGN LOAD +85.0 PSF •�••+85.0 I'SI�••• ' SFDC PA 202-94 POSITIVE FITL-0096-0909-96 1-11-L-0096-0909-96 • UNIFORM STATIC PRESSURE @ DESIGN LOAD -85.0 PSF -85 PSF SFDC PA 202-94 NEGATIVE HTL-0096-0909-96 I-ITL-0096-0909-96 WATER RESISTANCE(PSF) +12.75 PSF X85.0 PSF SFDC PA 202-94 I-ITL-0096-0909-96 I-ITL-0096-0909-96 UNIFORM STATIC AIR PRESSURE a FULL TEST LOAD +127.50 PSF +85.0 I'SI. SFDC PA 202-94 POSITIVE 1-I11-0096-0909-96 M1 L-16853 UNIFORM STATIC AIR PRESSURE a FULL TEST LOAD -127.50 PSF -85.0 I'SF SFDC PA 202-94 NEGATIVE I-ITL-0096-0909-96 1-111-0096-0909-96 FORCL-•D-ENTRY RESISTANCE(FER) SATISFACTORY ------------- SFDC Section 3603.02 and SFDC PA 202-94 I-ITL-0096-0909-96 LARGE MISSILE IMPACT TEST SATISFACTORY ------------ SFDC PA 201-94 H1'L-0096-0709-96 CYCLIC WIND PRESSURE TEST +85 0 PSF +85 0 PSF SFDC PA 203-94 POSITIVE (671 cycles) HTL-0096-0709-96 II11-0096-0709-96 CYCLIC WIND PRESSURE TEST -85.0 I'SF -35.0 I'SF SFBC PA 203-94 NEGATIVE (671 cycles) I-ITL•0096-0709-96 I ITL-0096-0709-96 Design Pressure Rating(Positive) +85.0 1'SF Dcsign Pressure Rating (Negative) '-85.0 I'SF e lf=' Manuel 'ercz, P.E., Product Ccntr I Examiner Produc Control Division - 2e S. NV. Flernina Limited ACCI'PTANCE No.: 97.0327,01 APPROVED Flu 0 5 1996 L\Ptttt.S FED 0 5 2001 NOTICI; 01' ACCLI'TANCL: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per I'r1 202-94 3) Forced Entry Test, per SFBC 3603.2 (b)5 and PA 202-94. along with installation diagram of a single commercial steel door, prepared by Hurrlcanc Test Laboratory, Inc., Test Report No. IITL-0096-0909-96, dated 09/13/96 and 07/08/96, signed and scaled by Timothy S. Marshall, P.E. 3.1.2 Test reports on 1) Large Missile Impact Test per SF13C, PF vi-94. ••�� 0000 ; 2) Cyclic Wind Pressure Loading Test per&tC, PA along with installation diagram of a single commercial steel door, prepared by r-h4rrtcane%�4t.: Laboratory, Inc., Test Report No. I-ITL-0096-0709-96, dated 07/2-/9.6, signed and scaled.by Timothy S. Marshall, P.E. • 8.2 Drawing: . .. 00 0000:0 8.2.1 Manufacturer's part drawings and sections. •""• •" 8.2.2 Drawing No. HDF, Sheets I lhru 6 of 6, S.W. Fleming Llmlte'd, FA Series Framc L•D I8; Series Door Typical Elevations & Specifications, prepared by manufacturer, dare•(?%cccnXcr• 1997, signed and sealed by Walter A. Tillit Jr., P.E. ••" 8.3 Material Certification: *:66.0000 0000 . 8.3.1 Tensile Test prepared by QC Metallurgical, Inc., Report No.•QCN1-713M-337 datcdV:PaYch 17, 1997 , for steel samples, tested per ASTM E8-93, signed and scaled,by J. IBankcmper 1r., P.E. 8.4 Calculations: 8.4.1 Anchor calculations prepared by Tiltcco, Inc., dated 2/24/97, signed and scaled by Walter A. Tillit Jr., P.E. 9. COMPARATIVE ANALYSIS: None 10. TYPICAL ELEVATION: For typical door elevation and cross sections, Drawing No. IIDF, Sheets I thru 6 of 6, bearing the Dade County Product Control approval stamp. Manuel Perez, P.E., Product C no-I Examiner Product Control Division �r S. W. Flemih Limited ACCI"VFANCI' No.: 97-0327.01 ExPIItI'S FED 0 5 2001 NOTICE OF ACCEP'T'ANCE STANDARD CONDVI 10NS l,Renewal of this Acceptance(approval)shall be considered after a renewal application has been filed and tic or it'Ilia l submitted documentation, including test supporting data,engineering documents, are no older than ci,ht(3)years. 2.Any and all approved products shall be permanently labeled with the manufacturer's n.une, city, state, and the following statement: "Dade County Product Control Approved",or as specifically stated in the specific conditions of this Acceptance. 3.Renewals of Acceptance will not be considered if: a)There has been a change in the South Florida Building Code affecting the cvalu,ition of this pioducl and the product is not in compliance with the code changes; b)The product is no longer the same product(identical)as the one originally approved, c) If the Acceptance holder has not complied with all the requirements of this acceptance, includun, the •0 ••• correct installation of the product; eeee0e '' • • • d)The engineer who originally prepared,signed and scaled the required document.41oll•nnKially stil'hiilted , is n�... longer practicing the engineering profession. • 4.Any revisign or change in the materials, use, and/or manufacture of the product or process:M411 abtoniaticallq•be cause for• tenmination olf this Acceptance, unless prior written approval has been requested (through 114fili,igof a revision on application with appropriate fee)and granted by this office. .. .. ..•••• 0000 0000 • 5.Any of the rollowing shall also be grounds for removal of this Acceptance: •...•• ••••0• a) Udsatisfactory,performance of this product or process; •• •• 0000 0000.. Misuse or this Acceptance as an endorsement of any product, for sales, adverismr or any olliciNwri�ose. • .00000 00 0 . . 6.The Notice of Acceptance number preceded by the words Dade County, Florida, and follovt-d.by Cie cxl:r*a0(%*`%•date maybe displayed in advertising literature. If any portion of lie Notice of Acceptance is displayed, then it sliall be done in its en44;%.' 7.A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tinies The copies need not be resealed by (lie engineer. 8.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9-This Acceptance contains pages I,2,2(a)through 2(f) and this last page 3. Itc1115 10, 11 & 12 listed below only annly to glazed products and doors 10. Unless slfCcifically indicated in the Acceptance(approval),this unit is approved as a single unit installation For multiple installation o f this unit, a separate Acceptance for mullions is required from the Product Control Section. l 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame,shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24"orpcenter.The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully peruarate the buck,which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardwarb for all windows and doors shall conform to Security and Forccd Entry 1'revention, Chaptcr 36 of the South Florida Building Code. Manuel Pcrcz, P.C., Product Co rtro Examiner Product ontrol Division CND OF T1 115 ACCEPTANCE S. ,w. FLEMING LIMITED Topic SIB DISTRIBUTOR 3 HURRICANE TESTING " FlEmn - -� MANUAL DIS DOORS AND F1G FRAMES rlurtib�r ate. ��• TECHNICAL DATA SHEET Dutc t;sued Feb '98 Hardware Latching : Specimen#'s 1 and 4 -One(1)Yale#AUR8747 x 32D mortise lock, wrough steel case, V throw dead latching stainless steel latch bolt, 1"throw stainless steel dead boll, solid brass lever handles, conforming to ANSI A156.2, Series 1000, Grade 1 Specimen #2-One(1)Yale#AU5407 x 26D cylindrical lock, heavy duty, cold rolled steel, :" throw, brass dead locking latch bolt,solid cast lever handles, conforming to ANSI A156.2, Series 4000, Grade 1 Specimen It 3-One(1)Yale#7150 x 532 x 32D rim exit device, stainless steel escutcheon, cylinder and pull, Y4" throw nickel-steel latch bolt,conforming to ANSI A156.3, Grade 1 and Yale#723 Shim Kit(3 shims). One Yale#757F steel roller strike as supplied with 117150 rim type exit devices, mounted with(3)#12-24 x Y4"flat head machine screws Hinges: Three(3)Hager 4 %"x 4 %2'x 0.134"hinges, model 11BB1191, US32D stainless steel hinges with non-removable pins,attached with (8)#12-24 x %" FHMS per hinge, located at 7-3/8",39-5/16"and 71-1/4" from the lop of the door •• ••• 0000.. Weatherstripping 21 lineal feet of National Guard Products #130NA, aluminum carrier wiAA(%lrenc JZi,lu�i' at jambs and head. • • .. 0000 Threshold : One(1)0.078"thick extruded aluminum threshold, National Guard Products #150N, • handicap accessible,5"deep x%"/Y2"high with neoprene bulb insert. 1�hresjqvld . connection for Specimen#'s 1 and 3 at bottom was with (4) Rawl-Tapper 112742 3/1 G"X 1" •••• 3/4"carbon steel FHS. For Specimen#'s 2 and 4 threshold connection;Ebeltpm war:wTli. •• (4)#10x1"steel FHS •••• •••••• Installation •••• •'•"' :o 0400 peso Specimen It 1 : Door frame was anchored to a masonry wall at the jambs with three (3)(*17 ;diamel'br...• • steel wire anchors per jamb. Minimum yield strength: 85.4ksi, Minimum Lenstle strength: •••••• 87.1 ksi, Elongation: 18.1%. The wire anchors were located 16",48"and 80"away from the bottom of the door frame. Each jamb was provided with one (1) floor anchor, projection welded to the bottom of jamb. The floor anchor was shot to the floor with two (2)pins per anchor with ITW Ramset Red Head 150OSD Series, 2"long x 0.3"diameter head pins and 0.125"washers. Interior of frame profile was grouted full height so that the wire anchors were fully embedded. Specimen#2: Door frame was anchored to a wood stud and 5/8"thick drywall partition using a two(2) piece combination stud wall anchor system. A total of eight(8)anchors were used- four(4) per jamb, tack welded inside jambs. Each anchor was mechanically fastened to the wood studs using four(4)#8 x 1"drywall screws. The anchors were located G", 30", 54"and 78" away from the bottom of the door frame. Each jamb was provided with one(1)floor anchor, Projection welded to the bottom of jamb. Floor anchors were connected to the floor with two (2) '/•"x 4"steel lag bolts per anchor. Specimen#3: Door frame was anchored to masonry wall at the jambs using an existing wall anchoring system. Each jamb was punched and dimpled to receive four(4)Rawl-Bolt steel,zinc plated, 3/8"diameter x 5"long,sleeve anchors located 6", 30", 54"and 78"away from the bottom of the door frame. An 18 gage steel anchor guide, lack welded to [lie interior of the jamb profile was provided at each bolt. Each jamb was provided with one (1)floor anchor, Projection welded to bottom of jamb. Floor anchors were not screwed to the floor Specimen#4 : Door frame was anchored to a wood stud wall at the jambs only using four(4) '/,"x 4" steel lag bolts per jamb. The anchors were located 6",30", 54"and 78" away from the bottom of the frame. Each jamb was provided with one (1)floor anchor, projection welded to the bottom of jamb. Floor anchors were connected to the floor with two (2) '/," x 4"steel lag bolts per anchor. Sealants; At frame and wall perimeter, under threshold and weatherstripping and at unwelded interior framn jnint inlnr,,(,rlinn, rl- `',Ii II I i S. W. FLEMING LIMITED A Er' n DJSTRIBUlr®R HURRICANE TE=STING Flu ,b,r s18 G MANUAL, D18 DOORS AND F1G FRAME=S sl b 1 A^ a wwi�l �• Number TECHNICAL DATA SHEET Uute ---_----- Iz;ucd ' Feb'98 The folldWing is a summary of testing performed by Hurricane Test Laboratory, Inc., Rlvlera Beach, Florida. Signed aftd sealed originals of the reports and detail drawings, under HTL Numbers 0096-0709-96, 009G-0909-9G and 000 0108-97, are maintained on file with Technical Services, SWF, Ajax. Copies are available on request. These reports were the basis for Metro-Dade County evaluations, Product Approval Number 97-0327.01 DESCRIPTION OF TESTED UNITS Model Designation : D18-M-4-3070, flush commercial steel swing (out-swinging) door F16-3070-5 3/, fully welded commercial steel frame Overall Size : 40"wide x 86" height x 5-3/4"jamb depth Configuration : Single swing assembly Number df Panels : One leaf measuring 3'0"width x 7'0" height SAMPLE CHARACTERISTICS Door Frame • Type ; :00:0: e e Double rabbet frames, 2" face x 5-3/4"jamb depth 0.00 Material : 16 gage tension leveled steel conforming to ASTM A924fv1 JRt falvanlze*l to/01STM:•�••: A653M-94, Commercial Quality(CQ), coating designation '-F75, knowr%ge1>Aerciaflyes•+ paintable Galvanneal. Minimum yield strength. 43ksi, Mirnaium tensile slrehglh: 531ksi, Elongation: 36% Conslrucddh : Mitered corner construction, intersecting faces continuously welJed on 1111eiliciJe intersecting soffits lack-welded on the inside, exposed faces c nd smow",,interior un's welded joint intersections sealed with silicone caulking. : 00000- 00 Hinge Reihforcement: 10 gage "high frequency"hinge reinforcement at top hinge Id(�ation, 10 gag(?regular:•••• hinge reinforcement at center and bottom hinge locations. •••+ ;000 00 Strike Reirflorcement: Specimen #'s 1, 2 and 4 - 12 gage ASA type with (2) 1/12 x 1:.Ft•lkt., 0000 0 Specimen #3- 12 gage flat bar reinforcing and Yale /1757F mm slrte wltla'('3�1�-24 x•.�• %'" FHMS .000 •� • Finish : Touch-up only with zinc rich primer 0 0.00' Door Leaf Door Thickness : 1-3/4" Face Shedis : 18 gage tension leveled steel conforming to ASTM A924M-94, galvanized to AS rN1 A653M-94, Commercial Quality(CQ), coating designation ZF75, known commercially as paintable Galvanneal. Minimum yield strength: 43ksi, Minimum tensile strength: 53k3i, Elongation: 36% Core Design : Structural small cell, kraft paper honeycomb bonded to face sheets. 33 lb/1000 sq.ft. weight, 180 ply, single glue line, 1"cell, 1.1 Ibs/cu.ft. density (expanded), 23 in. Ibs/sq.in. compressive modulus(Ec), 17 in. Ibs/sq.in. (Tc) shear strength in length (ASTM C273), 13 in. Ibs/sq.in. (Tc) shear strength in width (ASTM C273), 3,400 in. Ibs/sq.in. (Gc) shear modulus in length, 1,600 in. Ibs.sq.in. (Gc) shear modulus in width Conslrucligrl : 1-3/4" thick, 18 gage face sheets, paper honeycomb core, full flush, interlocking edge seams, commercial swinging door Vertical Edoft : Visible at door edges only, continuous vertical interlocking seam with resin reinforced polyvinyl chloride adhesive Top and Bobin Edges: 16 gage inverted end channels, projection welded to face sholels and 1 G gage top cap arc welded inside top channel Hinge Rein�Pcement: 10 gage "high frequency" hinge reinforcement at top hinge location, 10 gage regular hinge reinforcement at center and bottom hinge locations. Lock Reinfgrcement : Specimen #'s 1 and 4 - 16 gage steel mortise lock reinforcing assembly Specimen #2- 12 gage steel cylindrical lock reinforcing assembly Finish Specimen 113- 16 gage steel rim exit device reinforcing channel : Touch-up with Zinc rich primer only W Weep Hole, : None n Glazing : Not applicable S. W. FL.EMING LIMITED T°r'" S18 Number FIEMrI9 DISTRIBUTOR HURRICANE TESTING MANUAL D18 DOORS AND F1G FRAMES Number� TECHNICAL DATA SHEET Dote Issued : Feb '98 TEST RESULTS Large Mi*kyle Impact Tests Speci " n Impact Missile_ _ Num r Number Velocil wer(Jhl -Length - _ Results 1 1 50_00 fps-_ _9.38 Ibs 7.50_8 2 49.70 fps 9.38 lbs 7.50 ft Passed 2 1 50.10 fps 9.38 Ibs -- --- 7.50 ft - 2 50.30 fps 9.38 Ibs 7 50 ft ------ Passed 1 49.26 fps 9.3511)s _ - 109 ft_ 2 49.55 fps 9.35 Ibs 7 09 ft Passed • • • •••• •• • Cyclic Lojl Tests •• •••• •••••• Design Prosure: 85 psf Positive Specimen Numbe, •• • 1 2 ----- •- -- ' Results . 3".: . M um Deflection 0.75" 0.95" fl.95" " "assel'••T Final Set 0.06" 0.08" o'd9''• -- •••• assed • Recove 92.00% °-- ° -,.*P ...... 91.58/° 90 53 d Passed Design Prp>so�lure: 85 psf Negative •••. ••.••• P 9 Specimen Number ...... ... 1 2 . 3 M um Deflection 1.03" 1.25" 1.. •"Passed • Final Set 0.10" 0.12" 0.11" - Passed Recove 90.29% 9040% 9027% i Passed StructuraAlests Design Propure: +85 psf/-85 psf Tests Test Loads _ Restrlls Air Leakage Tests 1.57 psf _ 0.000 cfm/ft Y•� 6.24 psf 0.082 cfm/ft Water Le�`ge Test at 15% of Design Pressure + 12.75 psf 'No Water Leakage Forced Entry Test 300 Ibs Passed , Test Test Load Maximum Permanent Span Deflection I Set Ilecovery I Set 75% of Design Pressure + 63.75 psf 0.120"� 0.007" 94.17% 0.008% Uniform Positive 100% of Design Pressure + 85.00 psf 0.190" _0.015" _92.11% _0.019% Static 150% of Desi n Pressure + 127.50 psf_.0755-"-- 0075" 90 13% 0089% Load 75% of Design Pressure -63.75 psf 0.4587__1 0.023" _95.08% 0.027% a Tests �egalive 100% of Design Pressure -85.00 psf _0.880" -�0_OG3" _92.90% _0.075% 150% of Design Pressure - 127.50 sf 2.403"_1 0 235" 9022% 0.280% a ILI a S. NI FLEMING LIMITED '°'"` . S18 IlNSTRIBUTOIR HURRICANE TESTING n,heel RE' ming Sheet 6 i MANUA , D18 DOORS AND F16 FRAMES "u"'�'er tam•+ab rlo.° 1 (Jute � NICAL DATA SHEET I;:unl I"r-'b '9l3 IMetro-Dade County, Florida -Product Approval Summary Approval Number: 9T-0327.01 Date of Approval : February 5, 1998 Expires : February 5, 2001 Description of Unit : , 18 gage commercial steel door and 16 gage commercial steel Moor flame system to comply with the South Florida Building Code, 1994 Edition for Dade County, for the location where pressure requirements, as determined by ASCE 7-88, "Minimum Design Loads for Building and Other Structures", do not exceed the Design Pressure Rating values of 85 psf Positive and 85 psf Negative and within the limitations noted below. Model Designation : D18 Series Flush Commercial Steel Swing Door F16 Series Commercial Steel Frame Overall Size : 3'4"wide x 77 high (maximum)x 5-3/4" (minimum)deep, nominal Configuration : Single Swing •••••• ; ; N°& Size of Panels One, 2'11-13/16"wide x 6'11-1/2" height x 1-3/4" thick •• •••• ••• Glazing None : ' .. .. ... •s • Door Construction: As detailed on TDS S18(1), Sample Characteristics, Door Leaf ° ; . .. .. . .... Frame Construction As detailed on TDS S18(1), Sample Characteristics, Door Frame °••••• °•"•° 0 Soo* Wall Anchors : As detailed on TDS S18(2), Installation °• •° • Threshold : National Guard Products # 950N, 5" deep x V4VYz" high x 0-P8 thick:691tuded ' aluminum handicap accessible with neoprene bulb insert - •••• ••• .... .... . . Weatherstripping : National Guard Products#130NA,aluminum carrier with neoprene gasket al jambs and head '•' Hardware : Three (3) Hager # BB1191, 4%:" x 4%:" x 0.134" thick stainless steel hinges with non- • removable pins. Yale 5400 or 5500 Series heavy duty cylindrical lock, %" throw and ASA strike keeper, complying with ANSI A156.2, Series 4000, Grade 1 or Yale 8700 Series mortise lock, %" throw and ASA strike keeper, complying with ANSI A156.2, Series 1000, Grade 1 or Yale 7150 or 7250 Series %" throw square bolt rim exit device complying with ANSI A156.3, Grade 1,with It 723'shim kit and // 757F steel roller strike Sealants : GE Silicone II Clear Window and Door Sealant at frame and wall intersection, under threshold and weatherstripping and at unwelded interior frame joint intersections Limitations : Approval applies to single door units with dimensions equal to or smaller than those stated above. Installation is allowed with a Yale cylindrical lock or mortised lock or rim exit device of the Series indicated above. Frames may be anchored to; new unit masonry with wire anchors; existing unit masonry, poured or pre-cast concrete or structural steel with an existing wall anchor system; steel or wood stud and drywall partitions with combination stud wall anchors, as detailed on Technical Data Sheet S18(2), Installation. Protection with a canopy or overhang above the assembly shall not be required. Units with Yale square bolt rim exit devices comply wily the means of egress requirements. Design Pressure Ratings are permitted up to 85 psf, both Positive and Negative Marking : Door and frame will each bear a mylar label as shown FFIPminq o,d°collnty at right, which may be either factory applied or by a ProduclControl Dade County Approved Fleming Distributor, These Appmv-d units may also bear fire endurance labels from UL or ITED 6[1111AD[W H I. 1� . . . .. .. . . . ... . . . . . . . . . . . . . . ..... ... ... . . . ..... . . . .D- o/A rr Wdtn ASSEMBLY T 'o. ASSEMBLY # 2 I' 36 2 t o.• ••: ••• ••• ••• •• 0/A Fr W.dtn r.om.Roaad w",111h • • • • • • • • • Nom O. W41n F16 From.. 018 Door Hume R....t w.otn J p w rNse Lack a ASA Slr.ke • • • • • • • • • • • k Nom Or Wdth F16 Frame. 018 ,Door 3516 k/asonry Ware Jamb Anchors • • • • • • 161 (Cyl,ndrlcol) Lack z ASA Slr,ke H 3• 35u- 2 1—. CD-bin 1.on St.d W.9 Jamb Anch Act.D1 Door w.atn Z 16 ors to A.I.. Door w,aln g Need I _° N 0040 ••O•• ••O - see Neod _ u �� 1 • • • • E • • • • • I p E •••• • ••••• • ••O • ••C • N _ ry� 1 ISI V • ^ ` .Slake o' o- rF- �p Ci t. `' ASSEMBLY 9 3 Ao WALTER A.TILLST JR.,P.E_ O/A rr wp[n O/A Fr 'M•ain � ASSEMBLY � 4 STRUCTURAL ENGINEER 2 36 I 2 16 FL L]C.N0.44167 rrome q.Dael w,tlln 2' k ham Or. .kith F16 Frame- D18 Door Frain. gaDDet W.dtn _ R.m E••1 0... . . / 7S 7F Roller SI„k. t Nam Dr w.dtn S35th E•.sl.ng WOII Anchor $rile- Jamb Anchors }' 1 }- F16 Frame. D18 Dow Act.w Dow wotn 32 3a6- }Z �OrOse Lock a ASA S1,.ke Act.w Do., w,dtn Steel Log Boll Jamb Anenors Neotl I ED >tTTECO�.•. // E I 78 o T1 TESTING t ENGINEERING COMPANY :M O _ :M 6S➢S MW 361h STREET,STE 217 MIAMI,FLORIDA 31166 >° i - �ke 'o� °offF °o �S�rl�e 'h•e o> . r ( •�iO - ° a 5 \ -I- • A If I,@ _ E fOR MC-Po 3AO( C()L'NIY US[ d.,• E i ~I I ° APaCCYf] :S CO,JaLY:BC tL7;;f 711E sr FlEmin S W. FLE1111 LIMITED i T T ? _ _ DESICH PRESS_°R= +55 PSF -8_ PSF ES S ECIMEN WA TEST PRt --f F 2C sc good ' •I dr';,TICtiS 15 PS: FDR A Dc - R PRESS..°E CF IOC PSF 1--- C,m•o t•s 314 SHUT'EZ _ .. i.CHNICAL DATA SHEET I xt! Oecembe• 1997 ' •.,.-a!• N-F I I See tlre_.eyng NOF I of V6slo� t �� Sheet I of 6 Deor o�d Frame Specda oeoDO°r ^s�� J • • • •• •• • • • ••• • • • • • • • • ••• ••• • • • ••••• • • IS I 0,A r, N._•n 36 2 I 36 O • • • • • • • • • r t NI Non, Dr _ w-cln m RpDDeI O • •• • •• • • • • • • • }_ 3' Nom D WIC � -53 l o•• ••• ••• ••• ••• ••• Aclugl 51r 6 d w,Ctn � Of Frame tote O u o G LU o 0 IS :4110000 II =�m;i'•°a'I'r o l 1 I I .._C mic a o <= .o ��• •.• •• •• •• N-�I j•• e _- p o i J C-(L•}J�C _C• • LU _ . . .>1 > 4 Ji H J ad D V m O LL won Frame J• R o ?N' a i „ _ J 2 ^, 0 TYPICAL FRAME ELEVATION TYPICAL FRAME PROFILE ID TYPICAL DOOR ELEVATION F16 SERIES FRAME SPECIFICATIONS DIS SERIES DOOR SPECIFICATIONS 4e.er�al Frond remfo,i,qz and anenen mOnul act u•ea..ote^q•on le.e.ea sleet co^l o•m�nq to u0torot foci meals. Loin not eo•noenenn and •rent oree•nents monulOCtwea from tensor• le.e.ea steel ASTU .t— z9 gat.• .y ee .o AST.. was}u_9 . cel Ou-,n (OC),strength eonfe•n.nq to ASTU A924u-94 gel.on.Sed 10 AST. A653U-9a Con, ., 01 O.ol.ly(OC) des q^oleo 2n5 kne-n oannvuofy s p-m9ab4 Co". Um T.--d Strengm .}ka. coaling oes�gnOlen Ym Ten.a. $bengtn 53kv Eengat.on ]6+ tles.gnal.on 2f75. knO.n comme•ce11t• as ".ta.e Cah,erneal M.r Y.ela Strength 4 3k S� 2 T 9 9 / (n••^u^) 2"tote Irame See delad 6e 9q t.on m" 7enade Slrmgm 53ks• Oongal— 36% s Type l6 a e douse roDDel. S-3 . 2/2 - Constructer 1-3/4' IIUCI, IS a face s^eets ° c^ Consvucten .I.0 ed ., cons.•.then ..a. ..C.. races con..nuouay -e�aed On the ms.e.. ele•aect.n 9e9 Pacer 2 & .3OnD core, us ouzo mterlock�nq edge sears O- atods lack .eCc en the •nsCle ..posed totes ground .-..In, n-ebetl •nl er.o. 9 epmme.cmf s-e Ul acv, See delo.a t, 2 k 3/5 c•"" (cent .r.erseet�ons Honeycomb Core Une.Pantled, ]3 ID/1000 sq. It .t, 780 ply. single glue kne t'tea, t it/c,'1 12 i�= codkea -•u 6C .:-.9. u' uea,. file. ( ono Door Semen. See seta+ 5/3 tlens.ly (e.O.rded), 23 IDs/sq.r Comwess•••e siren to ASTU Remlorcemems w.rges - l0 geqe ;w.qn Ireouener Yoe (e•. 1/3) of ..a.• euleul 9 ( u iemgt). 3900 m IDs/z1 .n W O1 eonpresa.e oouws (Ec), t7 m ms/sq•n (TC) sneer svengln length (AS:U C-27}) t} ,n t0 gage regular Type tact 2/3) at Dotance IDs/sq m (Te) shear Strength -•dth (ASTU C-273). 3.400 m IDs/sq •n (Cc) an<ar modulus .n z W p Slr,.es - 12 gage ASA type (act 3/3) w 12 gage 1101 Dar type (del a/3) to s.,.l str,ke sDec.f.ed tenet" 1 600 n IDs/sq.n (Cc) Shea• -.dubs m .•din O¢- C'osas - 16 goqe opt Dor (-hero apec�l ed) Core •s bonded to lace sheets -,In SPICY apW.ed Nocon / 34-9014 reeel••e hot en W'•'O Wpu AnC noes Ne. Un.l NasonrY wolfs - Twee (}) 0 175"d•omelar toose .•re one.... (eel 1 2/4) per j.-b potywelhane adhes... -.In •socyCnale calolyr,nq agent Appkc.len role 9 groins/,q I!of Cole yet. SI•ergrh 85•ks. n.n T.ns.l. St".91. 87 1ks• Clonget•on 181= ToP k Bouorh 15 gage .-,led end channels Profeel.on -elded to foci sheets and 16 gage I.*cap arc -abed � 1733 or E.".nq Ul t .+asonry Or Poured Concrete waltz - Each jamb Punched ono d•np.ed lo, --a. top end ehonn.l See a.la.,S I X 2/5 ? _< foul (4) 3/B"d.omeler a 5' long slee.e anahOIS and PIC-,ded -•Ih low (4) IS gage Re•nlwee"enls w.nges - 10 gage 'h.gh frequency type (Ceti/3) at upper "low ^, '-r3 E..Ce 9 wan AmCmdr Cubes. ICck--elded to "see of frame Pro1„e four places per V qu�oe See eel... 6 7 ana 8/4 - 10 goqe regular 1Ytt (act 2/3) of Dolerce Or Sleel/Weoa Stud old CTp - Booed wpae - r-, (4) 20 t.e 2 locks - CY— r.co. Type - 12 gage (q<IO.I 5/5) geqe ( ) mace law ( ) pl ) Stud won Arcrwa (der ] a B 5/4) per jome each lack-.elaea •nto jamb of lour (a) pb<es - uort E:dTYDe.•ce 16 16gga(ee(aeto(56 •o Fla., Ancnars one (t) 16 qaq. Flee, Arch- (act 6/3), 0'qe<1�on -.bed to lase of each j.-b fn.sh pR-.tn yme r,cn gage ( /5) Touch-u pmer Hera.e•e H.rges - Twee (}) Hoye• (831191 4 5" 4 5" . 134' US}.0 Stamiess SIeN Non wore-are H�rges - Three (3) Nage1111891 191 . US320 4 S' s 4 5' . 134" (See Note 1) Rema.aDle P'^S -dn (8) 1/2" t 72-2a Flat Mead Mach-me Sues per Hm9C (See No.e t) stomtess sleet non-•e-.o.Dbe Pins -dn (8) 1/2' • 12-24 $ln•e1 - On:.(1) ASA (a-7/6' . kp) CamplY•ng --In ANSI/DHI At IS I for 1-Sfa' flat head mocn.ne se•e-s per nmge 1n.ek Coors es supm¢0 -•Ih Yale tY•nar.col ana rne•DS. lacks mounted .•1n (2) 1 . Cylmd,-cel lock - One (1)Yale j At,5407L a 260 heavy duty cob qr 112-24 Ibl head m,Cn,- Stec-s rolled steel 1/2' in,.- Dross dee9ockmg loletl bolt sold rOP ur•RF ^ :mil`+' J•: +l' One (1) Yale j757F steel otter str..e as suppt.ed -•t� Yale 7150 r.s1 type esl de-,Ces cast te.er h.ndtes Con'o,n.ng to ANSI At 562 Silas "..oleo .dh (3) 3/4' a 110-24 oat head macnme sc,e.s 4000 Clod, I Tn•euold - Natenol Cucrd P•oducis / 95:N (eet 2/5) hands CO occers•ble 079' lh.ck ok,m.nurrl v uor h;e Lack - One (1) Yale j AI,P974u7 . }20 -,..ght steel Cole 5" deep • ✓•Y✓: he qnl -t- nedprene bu D its e•t "ountea -.In (a) Ro.l T.Pper• 3/.' 1.— deadlalchu•q sI....... sleet l...n Dot. 1' 6" t a' co,Dpn slit FHS .n cant,.(. Or (a) / 10 t' FHS w .cod In— sta.nleSS steel Cede bait sold bass leer handles Uount mg SCre.S Iocot ed 2' tram each end no 16' oo ce•+I., - confo,mmq to ANSI A156 2 Ser•es 1000 Code f AiPn:.^ AS E.k'Pl•�aG i!'-tl fief wep nCIstro --N.:,. pt Id Products j 13CN. (eel 1 -dn heep.ar.e__ - - _ 0' Rim E•d De+ - One (1) Yo•e 17:50 . 532 + 320 st..nress _ ,_ r• tT_:�.Dn 3fl l_'sG«:uE j6 --- — -' steel ... - _ Yale D 1: _ Yale we�c,ng All p,OICCI.Pn (res•s'gnce) -eles to Res.stonc9 weld Uonutact rerz ' Asaae-01•.n tR W N A) C,OUp A tutors) Class 2 (Chrom•um CPODe,) PF.CD.t ' U DIY:.ZM CJ S. W. FLEMING LIMITED r";6 SERIES FRAME & D;8 SERIES DOOR em:Dw, ED:E '.::P,ArfEE DEICE 20 Flcmng >. o "rl A_ --'1/A I N or one.no.e lmcrmq -are refer to ae R`,i 3:9 C C S & S=EC1 ICA'IONS Note I r ,q 5 a' 6 aCC:pta.:_ ^I CrN)CAL CAIASHEET �I a e-:e. :99- 1 2 o 6_ _J �� f� l ` J Er FQZ „io a u TK¢� 1 Alf 111 �;0 ;11 tl01 A�170 31 801 ?1J1. °°[ T 2 7 '' Z\L ��✓`- .., o O— '-Z i, ----- o o° O U o o]w St o t z 14 Co ° oon l u t,� _ C [ [ _ I z 0 UFFF Q N V1 In /-- r V•- `t ODUU Ui,v, \I.i • 7 Ol v 41 [V'y1 • _ 7 U '--M V to J ° r • •. ..,;,i_ 1-- 'p O O O N - • • n ,:°E M 1 a f _tiv *6Z WO • • • V {' Q C r p Z V 3 P u�A ° YI V r-• °Y O is � "o u•-c • • • • •••• • • o • ° In0 Z • • • • •(Z � ' lY J -� . • ?w 2 es •••• • • • g I,I C] � IY 1 J 4_Vl IJ• V7 0.• n o ° o CL ° 10 r] Z � IJa - �t L • •: k 11;x^ N � Oz. 1 o°o R to- t ..2 W n ql la (If Ou z (Y Z N °' 3 ^S° ° 12 tr I-i a vi c• u o o T_[IlL l 2 y 1 ° 7 C I l ,- E K CJ 0 in 2 ul IH t;fa 16' 32* 32- Ul C 0::E CA vi �U )> -u F, F9 n v) r In > Q 00660 1 0 e 9 z V, x 0 24' ( ;u 1) -IA* • F11 0 K 3 z 'u > oZ Z • N N , 'Zi 9 q *000 0*00 • 0 0 • • 0000 0090% • 0 0 0 t!.7, 000*00 so L %v 0 0 0 4 tp c 06 ( - `• >x z z ;u C) rn > �U >r 7ILL11 TESTINO I ENGINEERING COMPANY N :j )> 5l5NW361hSfAEEl.sFE 211 0 Z IAIAMI.fLORIDA 33166 Z(-) o ol: >.11 1 6"1 24" 24' 24' C) WALTER A.TILL[T JR.,P.E. STRUCTURAL ENGINEER FL.LIC.H0.44167 FOR P ft4 USE 011LV rOR TfSt lAll W& ONLY 1,62 .�bb 1 IN L CYLINDRICAL LOCKS MCR-5E LOCKS • *00 ••• • • RIM 4EXIT DE-VICES All :yor C•.:pl "C.s listed otlo. are nee.y All loCSS --Sled Obeil. ho.t•.roughl z*eel• • • •All�,m• peaces Izled Delo. ho.e o 3/<' lnro., p.ece ...,'y .,tn 1,2" Inro- deptlpc..nq Ic tints test• 3/<' thro. deodlbtcl•ng sb.nlcA dell lol:ti 0 • : she Iriefed n�c.tl-sled elioy sGUOrt boll' p<e Clocking talcs 0 C Mlorm� 1; 1. ANSI AIS62 Sens <;CD Doll I' thra. zlangsaOSlal1 dead•boll conlOrmAg Dot pcnLCCI .rol-Sl oaeloynq •nr'.00ll' and conform to G epc i to A n. ..:56 2, Serves 01090 Qr.df 1 ••• •t o •••Ar1 I•ATS6 3 Grade 1 N x A P e-C i V _r 7 x I D (AS Tested) ?150 x _5 x 32� x 72I W ;As Tested) 5 _ - `ti"^� s^alr.p' ^sn I 1•n►•'C al t•,•i•�•n ••• • •• .ey-'n-le•er ,.ox � •o-• �•i� • • • # I.,iT pfd TOUCn =ar Mcle"o, cnC F nosh IC • • ! • I �.C'• l�pn I _�leC� S[r.. • • ! • •rose or _sculcneon Desmn ••••• • ••f • • •• t Kneb or le• eson or leer �c mpn .noD or Leer Dcson F.e Rolmt Cybnoer ooqnq v n.D or _•.er vn.� o, t-.••. Deuens _ oR 6rondy.',e Knob` BR 9rondy.,ne Knob Serves CA Corohno Knob CA Ccrokno Knob LF Ldcnhdd Knob CD Codenhoge. Knob Sss - cad Touch So, MLLtLal and F.n�sh O WN W,ne,or Knob FN rmlond.o Knob 71 Wide Case Device 3 m Bnght Brass, Clear Cooled �•' AU August. Leer LF L-t[hl.eld Knob 72 Norm. Case D",ce 4 Shc,n Bross, Clear Cooled s+0 Monroe Leer SU Sutton Knob 9 Bnghl Branze, C1eor Cooled PS Poo,f ie Beach Lt er WN W,nosw Knob Cahnder Dennine 10 Sol', Bonze. Clear Cooled AR A.coda Leer 50 No Cylinder Dogg.eq IDS Seim Bronze, O..d,zcd & 0:1 Rubbed W �, tack c[-..s AU AUquslo leer 55 Cylinder Dogq,ng 26 Bross, 6r,ght Chrome P.oted 54 Cold Rolled Steel Mechem s CR Carmel L,.tr Fie Rel,nn 26D Brass, Sohn Chrome Plated Co 55 SI*.nless Steel Mechon.srn JN efftr Leer 1 Poore Ex.1 Dev.ce Non Rated 32 8,.ght Slo.niess Steel 40 U nroe Lever ( ) 32D Sol,n Sto.nless Steel F r e E•ct Dev,ce (Rated) WU Wood Veneer• unl.n:shed l eck Fin•t.on PS Paulrc Beach Lever ' FIN P.nehorst Leer Knob or te..er D[smn WF Wood Veneer, Fin,shed ' OS Pr,.ocy ' 04 Entry VI Vrq,,4c Leer No Knob or Leer )4 reroom Clostl SR Brand BN Fused Block Nylon. Semi Class C5 Slo / yw.ne Knob Toucn Bar Only WALTER A.TILLfT JR.,P 06 ser..ce Start— aese or rscpteheo. Des.en a Corohno Knob STRUCTURAL ENGINEEF 07 Clarence E Esculcn Rose Plate CO Copenhagen Knob 7223N Sh,m K:1 For 72 Serves De.;ee FL.UC.NO."167 OB Classroom MF 4oylow Rose FH Finland* Knob 09 E..t Late LW L,Ich.o60 Rose LF L•tchfeld Knob 723W Sn.m Kd for 71 Str,es Dev.ce 17 bar l mint R Leer Rose 4Y 4ysl;c Knob _ 19 Store Lock YK Ywk Rose WN Windsor Knob 20 r..w/m.w AR Arcodo Lever 21 Commumcobng (2 Knobs or Levers) lock S[.ns AU August* Lever 22 Dormlory 87 3/4' Throw Scat CH Col;lho Leer 24 Cbsvoom wdh Holdback CR Cwmel Lever ��k/iGe✓eaLQ..,L.�- 28 C•4 (5,ngle Knob w Le.t,) Lock rvndron JN Jefferson Leer 30 Ulmty/Asylum/lnsl.tul,onot 02 Pn.a MO Monroe Lever I ECOs•e. 20 Hotet7Lolet v PB Poc.f.t Beach leer K"-ln-t..er Code 22 Dormlor PN Potchurst Leer For 54 and 55 Seo.es Knob Despna 27 Hotel/4o1e1 SA Saxon Lever TESTING It ENGINEERING CO=PA L ror 54 Se,ms Lever Dcs ns 31 Oetenlon N V 9u c Lever 1525 NW 761h STREET.STE<17 p YULI,FLORIDA 3:10 32 Hotel/Wlel 0„Istde Tram Des.on Tnm (Kneb h Reset Meler.d one F.o.sh 47 EnNeo,ce/ApoHmenl Door 3 Br.gn1 Booss, Cker Cooled 60 Entronce/Sloreroom No Outs,de Iran 523• Knok s Cyl x Short Esc 4 500• Blank Narrow Else 524• Knob x Short Est Sale, Bross, Ckor Looted 60-2 `^franc!/Sloreroom 501• Cyl s Norro. Esc $25• Knob R" d s Short Eae 1 &l-- Bronze. Ckor Cooled 67 trance/Ap*rlmenl Door 502• Cyl s Knob ■ Narrow Eat 526• Cyf x Le er)x Short Eae 1D Sol.n Bron2e, Clear�ooled'1 503• Cyl ■ Thumb Turn x Norro. Esc 527• Leer a Cyl x Short Esc 108 Sol', grant!, Ox�red lit al Rubbed Tr.m FKnoh. Roee k Fs_[uteh.nnl SM• Kneb x Norrew Esc 528' Lever ■ Short Esc [—.E OP Y IRO OIDE CD-my LrA 26 Bross, B,tght Chrome Picked Mele•m1 end r,n•.h 505• Knob (R.q.d) x Norro. Esc 529• lever (Rr9,d) s Short Esc 26D Brass, Sol.n Chrome Plated 3 &.qhl Brass, Ckor Cooled SO6• Cyl : Knob s Nonow Est °3D• Blank Lonq Ex 32 Br.gnt Stooless Steel 4 Sol. Bross. Ckor Cooled 507• Turn Pe ■ Norm. Esc 511• Blank s Long Ex 32D Sol.n Sle.nfess Steel 9 Sr.ght Bronze, Cteor Cooled 508• Lever Narrow Esc 2 Sr &on2e, Gem Looted 532• Cyl ■ Pulls Lw.q Est 108 S*1. &ooze, O..dzed & Ou Rubbed. 509• Lever (Ft4d) x Norro. Esc 533• Cyl s 7humbpe Pu11 s Long Else P AS CGMr.YIhG WITH _ 26 8. 312• GO- P-11-- Narrow Esc 534 P4a- Cvn _ �w 26D Bross.So�-- �uR s Narrow{sC IE 32 B,Ight St "Ex 119 12D S*tn Stan yq c ?u•-i Nono,I Est r J 'ly pt,sYPu11 s Nerro,t•EiC ' 33331�999�••• sum pt ■ Pull"• Harrow Cse 5461 Key m Lever Only JL ttIK01 D1vlS10N G 570• Blank Short Eat 548• lever Ony ING C7� COWF"<tANCE OFFh:f IEmin S. w. FLEL�lNC UAIITvD D78 SERIES DOORS 521• eyl ls short Eat s,9• Level (R q.e) any "ANU ND q 7-n�Z�' 70 Ben Reed LATCHING HARDWARE CONFICUrZATIDN$ 522• Cyl ■ Knob r Short Eat • For me Rated Trun odd 'F- Suf F.. A,.. 0.1we LIS 329 k ... TECHNICAL DATA SHEET Deu December 1957 d.. •kmee. • H F .0 QQa Sheet 6 of 6 • i ' 0000 ••• • • 0000• ••• • • • •• •• • • • ••• • • • • • • • • ••• ••• • • • 0000• • • • • ••• ••• • • • 16 go steel lop cop O • • • • • • • • • • • or, -elded to inside of O • • • • • • • • • -'m end channel at 3 OC O • • • • • 0 • 0 f • 0 lacks f _ rd Products V - - q I 13ONA ••O• 0000• 000 p 0 • 0 `• • - 18 go. lace sheela • • • • • �� Paper hone 0000 • 0• •• ••• • 0• • to 0 honeycomb core ' - / Iom•neted der pressure � 1. to each lace sheet TYPICAL SECTION AT TOP OF DOOR I J lJ , , 16 eCI steel end channel I P / pro/ection .eldcd to p face sheets at 3--OC .q� I V u' y '�'• Notional Cucrd Products I 1 / I r N Threshold / 250N •GE S•I.Cane 9' caulking (4) R.+1 Topper. 1 2742• �.lU iJ J a- 3/16� s 1-3/4- carbon steel ¢ l'FIS m concrete Moors W (4) 0 / 10 s f' steel t HS Iar mood "�^' floors, 2" from each end and 16^ on tenter ro)cCl,ons WALTER A.TILLIT JR.,P.E. Me enfarcnq STRUCTURAL ENGINEER ' FL_UC.NO.44167 • •. • • e MORTISE LOCK REINFORCING ASSEMBLY TYPICAL SECTION AT BOTTOM OF DOOR 16 Doge Steel 1 5 RIM EXIT DEVICE REINFORCING CHANNEL �ECDnr• Cae1lOCk us. ••dge s, mec-lh resin 16 Cage Steel TI TESTING 6 ENGINEERING COMPANY mtenockrnq edge seam .dn resin 9 re. forced odhes-e/seolont 6595 NW 16th STREET.STE_217 MIAMI,FLORIDA 33166 1� r Id protect j4 _rm NOTE Octo•1s 1• 2 and 3 used on off assemblies (e; r�nlorcrnQ Delon 4 used on Assembly Numbe•s t and 4 P Delo.l S used on Asse-bly Number 2 Delon 6 used on Assembly Number 3 ' r 1 r atecl top uETaC'.CE:04`+'r US[ Crk- ,6 9°qe . AP°pC'.E7 L CCvf:Y'4 •r'4 T-E • SC�T'�L^^R•Jt stne:f1C CODE 3 e TY?ICAL SECTION A7 DOOR EDGE BY steel PRC Cl7"^' iea OrvIS ON S. W. FLEMING LIMITED 018 SERIES LOCK SEAM HONEYCOMB CYLINDRICAL LOCK BtnLDING CCOE CNIL,AI•CE O1rICE FIEmin9 'o Bar. pead CORE DOOR DETAILS u.--?t�ucE.ro.�1 01�7 01 .e. w1a•.e DATA 3s9 P,EINFOPCING -SSE TECHNICAL DATA SHEET DecemDer 1997 aa•., «,,,..e« �e; heet S o1 6 S. W. FLEMING U4M:D T°t"C S18 Number I�mI DISTRIBUTOR HURRICANE TESTING sheet 3 1 1 1 t MMUAL D18 DOORS AND FIG FRAMES NUR'tier c TECHNICAL DATA SHEET Oul to I eb '98 TESTS Large Missile Impact Test Applicable Cedes Metro-Dade County Protocol PA 201 - Impact Testing Cnteiia and StandaiVt: South Florida Building Code (Dade/Broward) Sections 2309, 2314 and "''315 Test Method Missile shall be a solid S43 nominal 2" x 4" 112 Southern Pine measuring between 7'and 9' in length, weighing between 9 and 9.5 pounds. The missile shall be propelled from a 4"diameter compressed air canon with the end of the canon located at a distance of 9' plus the missile length from the specimen. The missile shall be propelled at a velocity of 50 feet per second (fps) t 1 fps. The specimen shall be impacted on the exterior side of the assembly. Being an "out-swinging" unit, the impacts are delivered to the pull side or front of the specimen. Each of three (3) specimens shall be impacted within a 5" radius of their center and within a 5"radius of a point G" from (tie bottom and G" from the outside of the specimen in the lower latch corner. Acceptance)Grileria_: Missile shall not create any tears or brakes in the door skid•flie frame.gnvpt rell]Aj.: securely anchored to the wall assembly and the door must 14;Lain in thv"gled an(L... latched position. • Cyclic Load Test 0 •� Applicable Omes Metro-Dade County Protocol PA 203 - Criteria for Testing T'roducls Su�jqet,(p Cycy�;...• and Standa Wind Pressure Loading South Florida Building Code (Dade/Broward) Sections 23Cfj,0Mt4 and•:�j;,• •••,;� SBCCI-Standard for Wind Borne Debris Impact Test, SST 1 x•94 0 • 0000 :0000: Test Method After the Large Missile Impact Tests, each of the three (3)jspppd►1iens iS.t1:iWsubje1;ted : to the Cyclic Load Test. This test consists of repeatedly s0pplyirjg air tgap� exhaw%tkig air from a sealed chamber at defined positive and negativC�jatlC air pebssvids to create : inward or outward loading on the test specimen. The char] below details the numbor:af.' cycles and the level of loading required at each stage. A complete cycle takes (lie• pressure from the lower to the higher and back to the lower within three (3) seconds. Percentage of Number of Desi n Pressure Cycles Inward 20% - 50% 3500 (Positive) 0 - 60% 300 Cycles 50% -80% 600 30% - 100% 100 Outward 30% - 100% 50 (Negative) 50% - 80% 1050 Cycles 0-60% 50 20% - 50% 3350 Acceplance 0 iteria ; Each specimen must remain closed and attached to the wall assembly. The specimen shall have a recovery of at least 90% of maximum deflection. 0 sv z r S. f. FLEMING LIMMM Topic S 18 FlEmim, ,DISTRIBUTOR HURRICANE TESTING number- 4 ;�I�cel MANUAL D18 DOORS AND FIG FRAMES " "�' HNICAL DATA SHEET Dole Feb '98 Structural Tests Applicable Codes Metro-Dade County Protocol PA 202-Criteria for Testing Impact and Non-Impact and Standards : Resistant Building Envelope Components ASTM E283-91 -Test Method for Determining the Rate of Air Leakage 1 lirouglI Exterior Windows, Curtain Walls,and Doors Under Specified Pressures Across the Specimen ASTM E331-93 -Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference ASTM E330-90 -Test Method for Structural Performance of Exterior Windows, Cuilain Walls and Doors by Uniform Static Air Pressure Difference South Florida Building Code-Section 3603.2(b)5 Test Method : This test involves subjecting an assembly to a series of infiltration and load tests in the following sequence. a) Air infiltration test at 1.57 psf 0 ••, b) Air infiltration test at 6.24 psf """ . ' . c Uniform static load test at 75% of positive design test pressure •00 d) Uniform static load test at 100% of positive design test pressl.�e • ; so*. e) Water leakage test at 15% of positive design pressure e 0 •0••s; 000• f) Uniform static load test at 150% of positive design test press&b. g) Uniform static load test at 75% of negative design test pressure h) Uniform static load test at 100% of negative design test pressure • i) Uniform static load test at 150% of negative design test pressu fe••� **so* •, j) Forced entry resistance lest Osseo •••• For the Air Infiltration Test the assembly is mounted on the lest alfparalus and.air is. : exhausted from the sealed chamber until the specified load of 1.55`l3s'f is reachbtl* Measurements are taken to determine the amount of air leakage ltiroug& the c4cior ar+d ..-• frame assembly. The procedure is then repeated at the 6.24 psf IoW 0000 In the Uniform Static Load Tests air is exhausted from the sealed chamber until the specified load it reached. The load is held for 30 seconds and then released. Measurements for maximum deflection, permanent set after release and percentage of recovery are taken. This test is performed under both positive (from push side of door) and negative (from pull side of door)loads at the three (3) different load levels for each direction. For the Water Leakage Test air is exhausted from the sealed chamber and mainlamcd at a level of 15% of the design pressure for a 15 minute period. During the entire period water is sprayed over the assembly at a rate of 5 gallons per hour per square foot of assembly area. The Forced Entry Test involves the application of 300 pound load forces applied separately at the top, the bottom and at the latch location, loading the door for a period of 5 minutes at each location. Acceptance Criteriat Air Infiltration may not exceed 0.37 cfm per lineal foot of door perimeter at boll, the 1.57 and 6.24 psf levels for Commercial and Heavy Commercial Doors. Uniform Static Load requires that the assembly remains latched, has 80 0/6 recovery after 150% design pressure loading, 90% recovery after 100% of design pressure loading 3 and a maximum of 0.4% of span permanent set. s 3 For the Water Leakage Test there can be no water penetration through [lie assembly. The Forced Entry Test requires that the door remains unopened at the end of each applic ilinn of In-id fnrrn�