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00-0534 .M'®AMI-aADE G MIAMI-DADE COUNTY. FLORIDA 1 METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 MIAMI.FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305) 375-2908 Arch Aluminum & Glass L.C. CONTRACTOR LICENSING SECTION 10200 NW 67 Street (305) 375-2527 FAX(305)375-2558 Tamarac FL 33321 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 • PRODUCT CONTROL DIVISION Your application for Product Approval of: __ (305) 375.2902 FAX (305)372-6339 Medium Stile Aluminum Storefront Doors-Impact Resistant under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W98-73, Sheets I thru 5 of 5. _ has been recommended for acceptance by-the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. - - • . ...... . . . . . . .... .. . This approval shall not be valid after the expiration date stated below. The Office of Cotie•ComNi we •••• reserves the right to secure this product or material at anytime from a jobsite or mantifacturer's pl'anf For : quality control testing. If this product or material fails to perform in the approved m�mer;the Code .•••� Compliance Office may revoke, modify, or suspend the use of such product or material 7rmnedi;tgle,.The applicant shall re-evaluate this product or material'should any ammendments to the South Florida Building*• Code be enacted affecting this product or material. The Building Code Compliance Dffr d resen;!the •••• • the right to revoke this approval, if it is determined by the Building Code Complianee0ffice that this : . .... ...... product or material fails to meet the requirements of the South Florida Building Cody•Thc expe;;;e f : such testing will be incurred by the manufacturer. •••'. '•:•'. Acceptance No.:97-0529.05 Expires:10/22/01 Rau1 Rod 'guez Product Control Supervisor THIS IS THE CO:'ERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department acrd approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above.. ' , anger, Director Building Code Compliance Dept. Approved: 10/22/98 -1- Metropolitan Dade County Internet mail address: postmaster®buildingcodeonline.com ® Homepage: http://www.buildingcodconline.com Arch Aluminum & Glass L.C. ACCEPTANCE No.: 97-0529.05 APPROVED 09-2 2-119.q q EXPIRES OCT 2 2 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.. SCOPE 1.1 This approves an aluminum outswing storefront door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION - 2.1 The Series Medium Stile Aluminum Storefront Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98-73, titled "Medium Stile Impact Alum. Entrance Door" Sheets l_through 5 of S dated 09/11/98 signed ati*" sealed by Humayoun Farooq, P.E., bearing the Miami-Dade County ProdUct:CDntrol approval staximp: with the Notice of Acceptance number and approval date by the Miami45ade C.zotu'liy Prpdaer.. Control Division. These documents shall hereinafter be referred to as the'approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only;'as 911own gin•... approved drawings. Single door units shall include all components descripediq the gedte Jeaf of •, this approval. , 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the,angle :sees: between the edge of canopy or overhang to sill is less than 45 degrees. Ualess-mlit is installed i; non-habitable areas where the unit and the area are designed to accept water infiltration- ". seem sees 4. INSTALLATION ""' 4.1 The aluminum storefront doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this syste M el Perez, P.E. Prod t ontrol Examiner Pro t Control Division - 2a- Arch Aluminum & Glass L.C. ACCEPTANCE No.: 97-0529.05 APPROVED OCT 2 2 1998 a EXPIRES OCT 2 2 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance(approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. — 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-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 evaluation of this product .`. 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 ippio6d; •....' .... c) If the Acceptance holder has not complied with all the requirements of this acceptance,•izt ti0ing 1�e correct installation of the product; :. •• • •••• d) The engineer who originally prepared, signed and sealed the required docunse;gtion'irutia4 • submitted is no longer practicing the engineering profession. - -- . :" ...•.. . .... .... . 4. Any revision or change in the materials, use,and/or manufacture of the piodUct of.process shall automatically be cause for termination of this Acceptance, unless prior writtgn approval bg�.been ;.•..: requested (through the filing of a revision application with appropriate fee) and gtantedby 4his office. . . .... ..... 5. Any of the following shall also be grounds for removal of this Acceptance: ••••• ••••' : a) Unsatisfactory performance of this product or process. "•' b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Man el Perez, P.E. Produ ontrol Examiner Pro ct Control Division END OF THIS ACCEPTANCE r 71 1/2• PRA11[um SE[DErAL'G' V 70 1/2• FOR 0 L OP0 `l S 1/I' MAx A 16" � 71 1/2-BO >a 1/1.11AX 71 1/Y 1WL 1/2�N r`A, is' yyt b Fpi R D M /��� �� ::•� ;�,: G � sue• 0 9 MAX /. F � 8 j. all D I E t r O/XX ) O/X ) ( xX ) ( K ) J FOR DISTALLATIONS KM TH11U WOOD BUCKS oPTIO1.1L MAX. OtES1011 LARDS � t 80.0 PSF • — 80.0 PSF Li TM PRODUCT RATED FOR LARGE MISSILE IMPACT • ' � SF1llfTERS NOT REQULREp b � • t/s•wIC ,/1�-qA� sr 6/ir iS 6/1r MW 3AID aPO. 1. AM 114I13111AYq DIES: LLAIF WTI MONSANTO POLYOW&Kmt"L L fl•S FRICTMIE O oOi01�AS POI M MUM IlAl1�A MILDNO �. TYPIC�1 uAT10N WA7 ] t r atAti AS P I NN mr-ft ►011 MOE o Wvm M L —D Woo I&%= AS POI A,SCE 7-M YlSq OOIYKSPgpp TOADS. D/XX ) 1 1.CLASS ` LoAOS ID 1K fiOMIC11 K N CH�D P11rMy To A,,M TESTED UNIT �/�.� �p����°' �+ S. ANCHORS f/1M1 K AS L1STm, fPACm AS S/1D•AI ON OETAA.S, a•caa.�iiSnNs. �{ AM KWILAYER , d ANCHOR OYO)YO C IO MSS MATOIUL SHALL K KYONO UµL 6S MONS MO POLywm SlRYR1t • oRESS04 01l 1RU000. ffiHBIj ILl DOA 9• 1. ALL SMM N CoMACT•ITN AL1AMN TO K PLAM OR PAMEO. ALL SINGLE LEAF DOORS TO BE FITTED WITH 1 •• STR0 POINT LOCX T fTRptOr116i�• • ••• - •••• •••• ffiIR1IR I NAF DOORS. a 0 1• i a y •••• APPi17YED K COWItwO 1tlN TF4 •••• •• • •••ti •••• i0' A�Buftplc X IE THREE POINT LOCK SYSTEM WITH 0 PLY HOOK LOCK Ir. S11arCNao W IS •v A BOLT ADAMS RITE NO 1015 k 1010. KEY OPERATED ON Ia EXTERIOR AND THUMB-TURN ON INTERIOR, LOCATED AT I"K I IW7 D )s' FROM BOTTOM OF PANEL 1 • • 1 • • li9 '.:s W Itpl" 7rr `.Y•MI�AccLrrlrr;TWO POINT LOCK SYSTEM ADAMS RITE NO IaaO •• •WITH THUMB TURN ON THE INTERIOR. LOCATED AT 01A71MG DETAI1]1' FROM BOTTOM OF PANEL Fb" IITE ..... . . . . . . . . . . . . . . ... ••• ..••. • • ••• .... TTPICAL AiC HM TTPILAL ANDCtZ W t1R toy ItY apt toy . . vlIlp lUOCi l$rL; 1 1/ AT- _ TYPICAL ANCHMS- U • , I �. � � NT4 iTi� t-t/t' DC. W011 loci o _ o o 11 Q To•UO[i TO h"owur C ss o 0 1 T t 'i r t 6 Em Nat waaa ¢ A. *(TO 26Y WW DUCKS OR WOO() STRUCTURE � 14 D / 14 SMS OR 1/4• TAPCONS MATH 1-V2, MN. TOTAL �NSED. L INTO IBY M000 9UCICS OR INTO MASONRY r 1/4° DIA. TAPCONS IIA H 1-1/4• MIN. EMSED INTO MASONRY WW RI i.•-M5 FRAME AND PANEL COMM. INSTALLATION SCREIIIS AND All METAL PARTS CMARED 2 S SEALANT 'DOW CORNING 99V N�fI is 1 WOW BUCNTS NOT BY ARCH AWMINUM.%AM SUSTAIN LAAOS • IMPOSED By GLAZING SYSTEM AND TRmMM THEM TO THE KXIUX 0 STRUCTURE. SADDLE .• ••••; THRESHOLD THRESHOLD •• •• ••••• •••• AT MR"),nr TW amow ax l 6 QNUL�Mp fl' I1� • ftA Pt 0 lofty i • • • • • • • • t :•701 • • • • • • • • RMglp,1Q � • • drO�iq f10. TMCAL ANCHM W98-73 t rnlul ANQai ... ..... . . ... .... �----- --ail ��• - i sees. . . . . sees sees sees. sees . . . . sees sees.. ees. CS , s . sees rn e . 0 s 060000 a e. . . . 1-. o . e 0 e sees .006 000000 . e - e e .. . • 0 . 0 0 e00e 0 0e 0 • 0 00 e 0000 0 ee 00 .e 0 e . . . 0.000 I J ' ' 'I'-1 � IN - - � ••' �'��-•• Now STLE WAcr K.uu [xrrwtcc uoort OanrtON a O1) ""' ''r ARCH AUJMP" A GLA.M LC. L;tDm7ofcm KAtOrt>is t Nloout i ascot tax m V AVE T WRAC FLS�x332tr«t Attt0� 73t74 G,104-41101) FAX. X00) tn-*M m"M 63f-t►171 W (104)724-/M1 OM-law. � 8 ` • %% 1% DOOR LEAF CORNEA ) 0 12 M SW TAM W,Olaf tf M!O,TAr..q a M wuF / 12 MNMF� / t.>< ,-tip•us t i T Vr Iz x cuTnwo aT mm S SCR 4-1/2' BRAS a m ►NLUne a Lm Al I JU RATON H9NCJ OFFSET CAST ALUMINUM PNOT NNf.ES NAL.fR / 23439 - CONTINUOUS ALUIIINl1M INTERTIATIONAL / OP-160 (AT EACH ENO) 17' FROM TOP CORNER 1 ROTTON N9NOE HACER / 700-112 y♦ WTERUEDIATE CAST ALLAAINUM HWAM 12• FROM BOTTOM CORNER FASTENED TO FRAME JAYS AND TO JAMB STILE I y� to-1.x ] / P-1900 (AT MIOSPAN OF EACH LEAF) I ONE AT WOSPAN , WITH (27) TOTAL SCREWS ON 0/0 DOORS I T ms WITH (2S) TOTAL SCREWS ON 6/0 k 7/0 DOORSS axaxl/r ALtfl AM& 71r NANO ; 10-lY�x •� --, . ..•• • 00• • 000.0 . 6900 o . • :o ' •... ... 00.00 .... F ulit MftU TAM f�OYIw 4ftirlt 000E 1 • • • ••• • • ih0 OafOf i • • • • • • • • • • iIATANY COOT . • • • . .. . . . . �g W98-73 . . . .... . . . ... ... ..... . . . . . . . . . . . . . . ... •• •• .No ]]w not PAN� �• wcsssor t� Fur/soresmVoou.o Ir (� t A(^L S 1/L[K UL i w]-n Ab4 ALLM I �� 3 soeA ./LCAr tlTERMN a.Ass sits YL1-n MOI ALw 2w 1643 ] Soes ..LCAr WTQm1 2Ass iTa► "63-n ARCH ALL" ^ S 1� . Val►. As K" TM[ a/r x Vr) Ufa S _ I OY. S As Kot sGUNT(KTV Dt O-AZM KAN L GLAID SLIGO[ ww coop" p ® INACTNE STILE A r.• t fA33N t TWATCSIa• A•cs-TS Amcm ALw Q 130 7 04" s am stop ..U-n AMIN AUM Q 1f HEAD JAMB ]SI• sa 1 N( Kt A•]TA Abl ALUM w S M-AS V am STa► KLI VCAM rOIAt0/ ]I]3 10 *43 ./rDn Urt WCDK-IM CASW ICUPf" UWVgXUL■13K3 C y � 11 304 t/i"i COW" Dw 0.oOt LK]-n ASCII ALUM V I/.S It va" As KOL TApt T3/3's 1/47 flay •� 11 sn] ./LtTL palm LM aASS iTa► AK}n Iypt KyI < tb• U A3 ttt3n TAK 4/r s I/rl lo3TUW a 00. t3 AGAM V LW NOTION RAL "01.1-T3 I—sas ® ACTIVE STALE u A1p1 ALUM vs AT 1r NOG rip SPACD4 N 1 SHEAR BLOCK v Is As Ku . u 13/.•FLAT MW saws _ AT r I1 A. 112130 CDONINAS ►IV OL J 0•4 .. N IW-btt AS KO► sl'TTM3 ROOt 1taHIDt N►NKtfAL aWA to If AS KOII W(ALJA/Q NA141!% ANON ALM tne L— _I t• t t/LtAr a/r nI1rAIO Wlas vmW wf - I]1 760 i .DNt sit AW ALL e/AS-n MOW ALUM —� u V ACTM 1.[M ACTM slit eW-n MOW ALL" J ,pu 1 I t7 MAg7 v NACTM LUf OMRNQ STiL' NL3_n ANON ALLIN N 000 F---]47] K9s. ►i.[WAM7M73ow 6 U33V It]mo _ SCLEKL f b 3/Lr.Ar 4-1/r s r BUTT IOWK WAU WAM © GLASS STOP nxED LTTE O HINGE STILE ax v LCAt FZTCN WOW ALLAS M NAM n w-a Tap 13orTa1N arrm►soar WT - Lcm �n a. . arala orr3cT rtvoT DOL INnNCLaa K m 5 C 7.N M•.IaN T>.csWas - � �' wls-n roam r` Z Soo 097 s. - OIL&W"tlaest�rso vpTL ro•m u� 31 V LL1r PUI N Ms AT 49-Vr rIM IaTTON 61&3-TS Ali•MM awes ill ; ]e k�I V LW M"qM�AT.N Vr raM M M fM}T• MOI ALIM = DO R As FAM e M I t-V.•FLAT IL/J 3O 43 - AT r F101 CaQS I t.•aL 8 O 000R sroP aooa .o•• _ bV LiH "00 ® horror V& IM 1 r • 77joO Ot TOP RAIN. a.000 .... . ... ..... .... ArFO OO SADDLE TriRESHOLD • 144 1 00 •••• •.• •...• •N SOUIM 3U1011N1 C00[ e 1 its M DAr s •33 In •50 • • • ••• • • 3T s � Imm Dix' CL • • • • • • • • • `0' 0•T S 011 � � a O Oj • • • • • •• • • 1'f AtC[F1Mp � '.f�i 9•D� arvY10 eo. EXT. GLASS STOP INT. GLASS STOP ®BUMPER THRESHOLD M••L ••••• • • • • • • Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 1677 Nest 31st Place Hialeah, FL 33012 Phone:3051819-7877 Fax 3051819-7998 Cert.No.96-0703.05 Auth.No.FTL97002 Lab.Number 1577 February 7, 1997 Report Number 2 File Number 97-105 Page 1 of 5 C-2109 OFFICIAL TEST REPORT MANUFACTURER: Arch Aluminum&Glass Corporation SPECIFICATIONS: Metro Dade County ADDRESS: 10200 N.W. 67th Street Protocol PA 201,202&203 Tamarac, Florida 33121 DESCRIPTION OF UNIT • 0000.. Model Designation: Series: Medium Stile Impact Door;Aluminum Entrance Doors with F4d IZgpt at Tp$ Overall Size: 6'2 %s"(74 %a")by 10'0"(120")high by 4.500"deep. •• *bee ." Configuration: O/XX *0 0 0 • 00 0 No. &Size of Panels: Two extruded aluminum panels;each 3'0"(36")by 7' 11 1/4"(95 1/4 4igh: • MATERIAL CHARACTERISTICS """ 0000.. 0 0000 0000 Frame Construction:Equal leg type frame.Frame tested has butt joints with an anodized coated finisl0 Framc�t!om0 '•'•" at fixed light and frame head of doors were fastened to shear block,part No.3004,with two Nd. 17by 5/8"flathead 00 0000.. threaded cutting screws; shear block fastened to vertical members with two No. 1/4 -20 by.I %:" machine 0 scre0 ws; • threshold fastened with four No. 10-24 by 3/8" flat head threaded cutting screws. *Size of artie membe;s,� as ,• ••• follows:frame head and frame jamb(alloy 6063-T6),2.000"by 4.500"by 0.1.250"by 0.115"ant1,"10"wall1bjpjcp8ss (hollow extrusions)threshold(alloy 6063-T5),4.000"by 0.500"by 0.188"wall thickness(solid extrusion). 00:000 Panel Construction: Panels have butt joints with an anodized coated finish,aluminum*alloy 6063-T5.Top and bottom • rails fastened with one 3/8"diameter steel threaded rod,full length of rails,fastened at each end with one 3/8"nut. *Size of stiles/rails as follows: top rails,3.500"by 1.644';bottom rails,5.000"by 1.644";jamb stile, 3.500"by 1.750";right panel lock stile, 3.562" by 1.750"; left panel lock stile,3.550"by 1.750" by 0.125" wall thickness. Each are hollow extrusions with a typical wall thickness of 0.094", except where noted. Glazing Material: Fixed Light: 9/16" laminated glass using two lights of 1/4"heat strengthened glass with 0.090" Monsanto polyvinyl butyryl interlayer between the two lights. Entrance Door. 7/16" laminated glass using two lights of 3/16"heat strengthened glass with 0.090"Monsanto polyvinyl butyryl interlayer between two lights. Method: Panels are exterior glazed, %2'glazing penetration using a black colored adhesive bedding compound, *Dow Coming 995 and '/�" by 1/8" double face glazing tape *Norton V2100, and an aluminum snap on glazing bead on exterior with*Dow Corning 995 between glazing bead and glass.Glazing bead fastened with No. 10 by 2"self tapping screws,nine per vertical side and three per horizontal side. Fixed light is interior glazed, %"glazing penetration using a black colored adhesive bedding compound, *Dow Corning 995 and 3/8"by 1/4"double face glazing tape*Norton V2100,and an aluminum snap on glazing bead with an EPDM wedge,* Universal Rubber Co.part No.H-63,between bead and glass. Daylight Opening:Clear opening of each panel,26 5116" by 84 1/4"high; fixed light,70 %"by 20"high. h A * as per manufacturer and drawings 'HJS PEPCPr , P-I,r--_ - C,­ E-P ='HE__Ent ^-•+r -�CPES,EC ' ^iI;N�,�•;�. -^ - ;aPAPLE TESTED+ND IS NOT NECESSARILY INDICATIVE OF THE CUALITIES OF 4PP>RENI*L ua.+H rR,:ENt'_� - �, oLw^r, 'n'=iT-rF'IENic — -___.� :=�1-.I,T3 CP('\���P1c+:^^C-NG. JA CEP'ATE _ACF-NY CF CUR CEALS OR INSIGNIA WITHOUT OUR EXPRESS PERMISSION IS PROHIBITED Cert.No.96-0703.05 Auth.No.FTL97002 Lab.Number 1577 February 7, 1997 Report Number 2 File Number 97-105 Page 2 of 5 C-2109 MATERIAL CHARACTERISTICS Weatherstripping: Quantity Description Location Single row pile with integral plastic fin, *Schlegel.155"by at right panel lock stile .380"high Single row vinyl bulb, *Universal Rubber Co.,part No. H-65 at weatherstrip adapter in frame head and frame jamb of door One 1 7"strip of pile, *Schlegel .430"by.220"high at lock at right panel lock stile Hardware: .'. Quantity Description Location •"�'� • ' . . •06• 0600 Six 41/2" long Brass butt hinges, *Hager(Unit A-1) 7"from top corners, 12" from'bottom corn�r*S 6 and one at midspan of each�0 ame j4mb •..•.• •6 too Two full concealed aluminum roton hinge, *Hager fastened to frame jamb and to jarn�.;tile e4ch (Unit A-3) with twenty seven No. 12-24.by 3/4"flat Wed* machine screws 0000 0000 • 0000.. Four offset cast aluminum pivots, *International door at top and bottom corners of iach frame jamb • • closers(Unit A-2) 6 ,000 :**so: Two intermediate cast aluminum pivots,*International at midspan of each frame jamb •••• ••••• door closers(Unit A-2) 0006 0 0000 0000. Two horizontal aluminum(alloy 6063 T-5)push bar, 42 %2"from bottom of each panel • *Aluminum Shapes, Inc.part No. 1061 Two aluminum(alloy 6063 T-6)pull handle, *A-R 42 %2" from bottom of each panel lock stile 800 One three point lock system with multi-ply hook bolt 34" from bottom of right panel lock stile lock, *Adams Rite No.4015 &4016,key operated on the exterior and thumb turn on the interior One two point lock system, *Adams Rite No. 1880 34" from bottom of left panel lock stile thumb turn operator on the interior Weepholes: None Muntins:None Mullions:One horizontal mullion 1 1/4"by 4 %2"by 72"long above entrance doors. Mullion fastened at eacie shear block with two No. 1/4- '/2 20 by 1 " flat head machine screws. Reinforcement: None Sealants:Perimeter of glass at fixed light and each door panel on interior and exterior sealed with black colored*Dow Corning 995. Pads:None Screen:Not applicable * as per manufacturer and drawings Cert.No.96-0703.05 Auth.No.FTL97002 Lab.Number 1577 February 7, 1997 Report Number 2 File Number 97-105 Page 3 of 5 C-2109 MATERIAL CHARACTERISTICS Additional Description: Unit tested with an aluminum weatherstrip adapter,*die number AGP-154 at frame head and each frame jamb of door.Throw bolts at frame head and frame sill penetrate into frame 5/8". Unit Installation:Unit A- 1 and A-2:tested in 2 X 12 wood test buck,installed with a single row of No. 14 by 3"flat head wood screws at frame jambs and frame head and with No. 14 by 13/4"in frame sill. Unit A-3: tested in 2 X 12 wood test buck at each frame jamb and concrete beam at frame head and frame sill,installed with a single row of No. 14 by 3"flat head wood screws in each frame jamb and No. 14 by 2 1/4"tap con screws in frame head and frame sill. Approximate location of installation screw spacing as follows: frame sill,6 1/4"from each end and on 12 %2"centers; frame head,5 '/2"from each end and on 16"centers; frame jamb,5"from each end and on 16"centers. Product Markings:None • *as per manufacturer or drawings •..` .. . .... .... OFFICIAL TEST RESULTS •• •.•• Title of Test Measured Remarks •• • Unit A- 1: ••••.• 9 Air Infiltration Test:(ASTM E283)at 1.57 psf 1.02 cfm/sq.ft. Passel •' """ %2 Structural Load Test: • •••••• ;'•••; Exterior Load 60.0 psf Passe¢ o*** .••• • . .... ..... Interior Load 60.0 psf Passed • .... .... . . Uniform Design Load Test: • Exterior Load 80.0 psf Passed Interior Load 80.0 psf Passed Actual Deflection-Mullion 0.201 inches Permanent Deformation 0.003 inches Recovery 99% Uniform Structural Load Test: (ASTM E330) Exterior Load 120.0 psf Passed Interior Load 120.0 psf Passed Permanent Deformation 0.041 inches 0.381 maximum Forced Entry Resistance: 300 pound concentrated load perpendicular to plane of glass: ' within 6" of lock at active lock stile and within 6"of the top and bottom. (tested separately) No Entry Passed n(� V Large Missile Impact Test: /L Center of glass at left panel 49.4 ft./sec Passed Lower right comer of left panel 49.3 ftJsec Passed Cert.No.96-0703.05 Auth.No.FTL97002 Lab.Number 1577 February 7, 1997 Report Number 2 File Number 97-105 Page 4 of 5 C-2109 OFFICIAL TEST RESULTS Title of Test Measured Remarks Unit A- 1: Cyclic Wind Load Test: Passed Exterior(Positive)Pressure Range Cycles Duration (Pmax=80.0 psf) (seconds) 0.2 to 0.5 3500 1.0 Deflection-horizontal mullion 1.597" 0.0 to 0.6 300 1.3 Permanent Set-horizontal mullion 0.189" 0.5 to 0.8 600 1.0 0.3 to 1.0 100 1.4 Interior(Negative)Pressure Passed*•••• • 0.3 to 1.0 50 1.1 Deflection-horizontal mullion 1.275; ••'••. " 0.5 to 0.8 1050 1.0 Permanent Set-horizontal mullion 0.150"` too* . ••• 0.0 to 0.6 50 1.8 ' • 0.2 to 0.5 3350 1.1 •• •�•• .. Unit A-2: • Large Missile Impact Test: • Center of lockstiles 51.0 ftJsec Passed ••• •••••• Center of glass at left panel 50.4 ft./sec Passed' '• . .... ...... Cyclic Wind Load Test: Passed•• ••• • . . .... ..... Exterior(Positive)Pressure • • .... •••• . . Range Cycles Duration .•.•. (Pmax=80.0 psf) (seconds) 0.2 to 0.5 3500 1.0 Deflection-horizontal mullion 1.485" • 0.0 to 0.6 300 1.4 Permanent Set-horizontal mullion 0.136" 0.5 to 0.8 600 1.0 0.3 to 1.0 100 1.5 Interior(Negative)Pressure Passed 0.3 to 1.0 50 1.6 Deflection-horizontal mullion 1.656" 0.5 to 0.8 1050 1.0 Permanent Set-horizontal mullion 0.146" 0.0 to 0.6 50 1.7 0.2 to 0.5 3350 1.0 Unit A-3: Large Missile Impact Test: �lv� Center of glass at fixed light 50.0 ft./sec Passed (� Center of horizontal mullion 50.2 ft./sec Passed 1 � /�J a , Cert.No.96-0703.05 Auth.No.FTL97002 Lab.Number 1577 February 7, 1997 Report Number 2 File Number 97-105 Page 5 of 5 C-2109 OFFICIAL TEST RESULTS Title of Test Measured Remarks Unit A-3: Cyclic Wind Load Test: Passed Exterior(Positive)Pressure Range Cycles Duration (Pmax=80.0 psf) (seconds) _ 0.2 to 0.5 3500 1.2 Deflection-horizontal mullion 0.240" 0.0 to 0.6 300 2.1 Permanent Set-horizontal mullion 0.012" , 0.5 to 0.8 600 1.0 • . . 0.3 to 1.0 100 1.6 ,... .. . . O O Interior(Negative)Pressure Passed •' ' 0.3 to 1.0 50 2.1 Deflection-horizontal mullion 0.409:. •• •• • 0.5 to 0.8 1050 1.1 Permanent Set-horizontal mullion 0.032%* ••• , •, • 0.0 to 0.6 50 1.2 ...... 0.2 to 0.5 3350 1.0 •••• �••• • Note: At conclusion of above tests,there was no apparent damage to unit,glass or fasteners. •* •• ; . . .... ...... Test Completed-February 6, 1997 •••••• •••• • sees . . .... ..... Remarks: This test report does not constitute certification of this product, but only that the above test results were .•:..' obtained using the designated test methods and tested in accordance with Dade County Protocol PA 201,202&203. • Detailed assembly drawings showing wall thickness of all members,corner construction and hardware application are on file and have been compared to the sample submitted.A test sample will be retained at the test laboratory. Note: Test specimens were covered with a 1.5 mil plastic sheeting to seal from air leakage when load tests were performed,however this had no effect on the above tests results. Large missile impact test performed with 6' long 2 X 4(#2 SYP) lumber, (weight of missile,9 pounds). Witnessed by: FENESTRATION TESTING LABORATORY,INC. Mr. Gilbert Diamond,P. E. Mr. Dave Swaton 7 ' Mr.Juan Escribano -" Mr.Jaime Castellano Laboratory,Technicians: Mann ' ? ` Sanchez Roque Zavala y }� 9 President Roberto Robeeo Jose Vargas 2-Arch Aluminum&Glass Corporation 2-Arch Aluminum&Glass Corporation(Metro Dade County) MEDIUM STILE IMPACT DOOR PAIR AND SING:L.,-.,*.,*-.,Ei TRANSOM A-ND .... NO TRANSOM .MIAMI.OADE NIIANU-DADS COUNTY,FLORIDA ® %IETRO-DADS FLAGLER BUILDING BUILDING CODE CONIPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 AIIANII,FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305)375.2908 Arch Aluminum & Glass Company CONTRACTOR LICENSING SECTION 10200 N.W. 67th Street (305) 375-2527 FAX(305)375.2558 Tamarac FL 33321 CONTRACTOR ENFORCEMENT SECTION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION Your application fof Product Approval of: (305)375.2902 FAX (305) 372 6339 "Impact Wall 3000"Aluminum Fixed Window Wall System-Impact under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and cot n plc tely described herein, has been recommended for acceptance by the MIanli-Dade.• .•. County Building Code Compliance Office (BCCO) under the conditions Spec ifie4 ejci* 0.00 This approval shall not be valid after the expiration date stated below. BCCO reserJes Qle right io secure this 0.00 product or material at anytime from ajobsitc or manufacturer's plant for quality control tFsting'••••• 0000.• If this product or material fails to perform in the approved manner, BCCO may reVk. modify, or-suspend- 0 4 the use of such product or material immediately. BCCO reserves the right to revoke thit•approLal,.ilat is determined BCCO that this product or material fails to meet the requirements of tlieeSouth FIDri��Auildirl ••••• Code. • • • •e • •0000• The expense of such testing will be incurred by the mwiufacturcr. • ... 0000.. AauAcceptance No.:98-1216.06 (Revises No.: 98-0429.02)Expires:05/28/2001 a rigue2 •• •• Chief Product Control Divisioa THIS IS THE COVERSIIEET,SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 'l his application for Product Approval has been reviewed by the BCCO and approved by the Building Code r and Product Review Committee to be used in Dade County, Florida under the conditions set forth above 'rancisco . QUlntana, R.A. Director I of 3 Miami-Dade County Approved:�0.{/Og/19�y Building Code Compliance Office I 1I t loternet n,gil address: postmraler @)buildinpeodeonline.com llomep-lf:e.'blip-//www.buildingcodc"niiose.com g r� l Arch aluminum & Glass L.C. ACCEPTANCE No.: 98-1216.06 APPROVED APR 0 8 1999 EXPIRES May 28, 2001 NOTICE: OF ACCEPTANCE: SPECIFIC CONDI-IjONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 98-0429.02 which was issued on 05/28/98. It approves an aluminum storefront system as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (SFBC), 1994 Edition for Miami-Dade County, for the locations where the pressure requirements, as deter-mined by SFBC Chapter 23,do not exceed the Design Pressure hating values indicated in the approved drawings. • 2. PRODUCT DESCRIPTION ""0 0..* • 2.1 The Impact Wall 3000 Aluminum Fired Window Wall System— Large 1•tissile IrMV tt Resistant and its components shall be constructed in strict compliance vt li ihr follo�g' •••• document: Drawing No. 98-42, titled "Impactwall 3000 Aluminum Wil love%all Sys.""Sheets lhru 3 of 3, dated 12/09/98, signed and scaled by Humayoun Farooq, P.1;., bearing 0ti County Product Control approval stump with the Notice of Acceptance number and approval date: •• by the Miami-Dade County Product Control Division Tlris document shall h��eina(i cube ieferre't1••••• to as the approved drawing. . .... ...... 3. LIMITATIONS •••••• •••• • 3.1 This approval applies to multiple unit applications of an aluminum storeir-w4stem"limKed only te••: the maximum height (span) and for the Design Pressure Rating, as shown approved drawing. ••'••• 4. INSTALLATION: 4.1 The aluminum storefront system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will not require a hurricane protection system. 5. LABELING � 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved". 6. IIUII,DING PERMIT REQUIREMENTS 6.1 Application for building pennit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. Manuel erez, P.E., Product en I Examiner Product Control Division 2of3 r, - Arch Aluminum & Class L.C. ACCEPTANCE No.: 98-1216.06 APPROVED APR G : 'J EXPIRES Mav 28, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance(approval)shall be considered after a renewal application has been Filed and the original submitted documentation, including test supporting data, engineering documents,are no older than eight(8)years. 2. Any arid all approved products shall be permanently labeled with the manufacturer's name,city,state, and the following statement: "Miami-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 evaluation of this�ititiduct anc�ttie product is not in compliance with the code changes; "" b) The product is no longer the same product(identical)as the one originally aproved; • • C) If the Acceptance holder has not complied with all die requirements of this O.cceptance, in{IUtJtr•tt!the ...... correct installation of the product; • d) The engineer who originally prepared,signed and scaled the required docurro-ent;tion initial4ysAnitte+is••�• no longer practicing die engineering profession. . . .... ...... 4. Any revision or change in the materials,use, and/or manufacture of the product orpA)ZIss shaoir tomatically ' be cause for termination of this Acceptance, unless prior wrirten approval has been reldested(ctg000A the fib n •. Of a revision application with appropriate fee) and granted by this office. 000 "' ..... 5. Any of the following shall also be grounds for removal of this Acceptance. • 3) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales,advertising or any other purpose 6. The Notice of Acceptance number preceded by the words Nliamt•Dade County. Flotida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. N 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 time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice:of Acceptance consists of pages I, 2 and this last page 3. Manuel P cz, P. E., Product Con v xamincr Product ntiol Division END OF THIS ACCEPTANCE 3of3 ur X A E 3w 3 D L OPC q D3. IF W " 5s; by V I, j IF r rA Z 4 z %\ cue YIN TIP 6 =t, 0000 • Al JAMU#— •NNI • AT JAUB JCW,41 W• • 0000 0000• oaf " G N 0 0 C4, . . . I I ii. . .. Zx - 0 gg z _wj -1 -j' ALL .f, by A(!v�L 300o IUM --- — 'A-ffO W WALL SYq A OQ I?KI ION '�o ARCH ALUI !L MINOM & INCINkfIll. ILAINMS d P,?Onklcr DII-M 235 SW 07 AVE 1020f) N W 611h Orcct bf TAMMAL• FL. 33321 MLWI, U0111VA J3174 2C2-&)Im TEL WOO)432- EL (305)do,flfoo FAX (10. 724-00 L.2 ---III• • ••• III��� ',� �• • • Lz:�I • • •• • •••••• • • • • .....• e s e s e •••• •••• • • SM ' a ^ 0 A�1(_}I �71 _ se � o M• aolRl lr a 3 ,�„ ('uarnCfwut JOOO'A u[I wINUOw_WALL sYS AL FAROOR CORE OItATfgv ( J .___ ARCII ALUMINUM k C1AS$ G C. ENCINCER'. PI RNN[RS k PRUfHlr7 Ok 5161 o N L`°'.i'""'v• _- --- 10 200 NW 6/lh trccl 1215 SIN 87 AVE —- -- IAMARAC FL 3JJ21 MIAMI, 7tOrR0A J3174 C -- •- (ON)o7-R1 ¢t ws oroo ro -- _ — ( TEL 9 J2—rM (251)724-92e! __ Uos7 lei ev7e lucnr -1 0 3/4* FXTERIOn '- •-- ._._ of prc.--• ---_-- !/r 1 )/�• e •e e o s e �N Vc•w.v • ♦• �" 3W4- ��io• A� I'I • • �I 1/ uu o•o•• _d • • • • • • A • • ,,a y4 0' o • • • zn — tm • • ' I � rq a-� - a; • • • f-� Ny N� N` 30 1- � II' mi A' UU n O o m � p N j N CA - i 3F O �\ t V Ynr 0 p� m A Vi On II \ flI f C v - c) y 1 m N< Jl� � ;� a _ f no-dlic IMPACIWAIL SUoO•ALUM win ryOW_WALL $Y$ AL-FAI(UOQ ('OBPOftA'IIQN o n' _ ---- ARfll ALl1UINlJM do CLASS L.C.' tNC.INfCRS 1'IAIIN R ((� C $k VRUUUCf Utilfry 10100 NW 6/Ih slrccl 1216 5W 97 Avl fAIIARAC, rL Jl321 MIAMI, rt OR10A !!)N iR (M1p)I32-9172 rAY (95+)/N-CI93 `)C ('OS)164-Plan 1eM (dos)Ta7-e��e `' B•4_AA SOUTH MIAMI HOSPITAL SEMINOLE GLASS A.L. BROMLEY P.E., INC. 06 200 SW 73 RD STREET 2004 N.E.49th STREET SOUTH MIAMI, FL FT. LAUDERDALE, FL 33308 REV: 8/11/00 1)WINDLOAD AS PER ENGINEERIARCHITECT OF RECORD ATTACHED FAX SHEET PROVIDED INTERIOR P = -44 & 41 PSF CORNER P= -56 & 41 PSF 2) COMPLIANCE CHECK FOR FRAMING SYSTEM: STOREFRONT FRAMING SYSTEM: ARCH 3000(IMPACT RESISTANT DESIGN PRESSURE RATING +86 7/-87 3 PRODUCT APPROVAL# 98-1216 06 EXPIRES 5/28/2001 TESTED FRAME SIZE 4' X 8' INSTALLED FRAME SIZE 2 TX 7 3' TESTED FRAME SIZE GREATER THAN INSTALLED THEREFORE PRODUCT COMPLIES WITH APPROV O.K. 3) CHECK REACTION AT MULLION ENDS ELEVATION C/3 (WORST CASE) A) SECTION 6/4 LENGTH = 88 WIDTH = 32 WINDLOAD -44 • B) REACTION =WIDTH (in) * LENGTH (in) *WINDLOAD (PSF) = STRESS(SHEAR)= -43022222 C) FASTENER CAPACITY FOR (4)# 14 S M S IN SHEAR BLOCK 0000 0000 395*4 = 1580 lb >_ -430 22222 lb •• • O.Ke•0•• ••.• D) FASTENER CAPACITY FOR (2) 1/4" DIA TAP-CONS, ONE EACH SIDE OF MULLION EMBED 1 1/2" Mfld.'. +- 550*2 = 1100 lb >_ -430 22222 lb % 0.Pc 0000.. • 0000.. 4)CHECK PERIMETER FASTENER SPACING (& 9.75 in o/c (4" FROM EPOES) •• • A) LOAD = SPACING . 975 * PSF -44 * LENGTH = 60 /2$8 = ( $HEAR t8) •••••• LOAD -89 375 lb * ' B) FASTENER CAPACITY FOR 1/4"TAPCON IN CONCRETE EMBED 1 1/2" MIN •' 0000.. . . = +- 550 lb >_ -89 375 lb �0:•0 000 C) FASTENER CAPACITY FOR # 14 S M S INTO STEEL FRAMING 0090.' +- 608 lb >_ -89 375• lb O.K. 00:00' 5)WIND LOAD ON DOOR A) DESIGN PRESSURE OF DOOR P= -800 +80 0 PSF SEE PRODUCT APPROVAL B)WIND LOAD ON DOOR P = -44 & 41 PSF O.K. ARCH MEDIUM STILE STOREFRONT DOOR- IMPACT DOOR AREA= 45 FT^2 PRODUCT APPROVAL# 97-0529 05 DOOR ANCHORS TO BE INSTALLED AS PER PRODUCT APPROVAL @ 12"O/C. NO ADDITIONAL CHECK NECESSARY �• � f)• CO�., 41 'IM O �. Wca> ,. w OA .�:.« .• �ATE, r"r;� ��� y . . . .. .. . . . ... . . . . . . . . ••• •e• . . . .... . . . 4 • . •• . • C WIND LOADS AS PER ASCE-7188 [ROOFS O�BIELgW:AeDeGR ; (;.1 : 12)) _ r • • ••• • • • Input,Oata.'_. : LAW - - r 11i0.- V�B�sie;jlVitu�;Sps�d_�mph]-.�:-`'- _ ;:;R:�F?- _ h�.�elac R sserrE_ sure•-Coe� � x Ejiti5�ireateg4i}j; _ _•_ T•. r pQrtSd :�6IrY1�1AIt�TIC$=�i11`rt1U1': ;r`. _ _ •e•• o r_ c - __�.3�__ �r.�alec►�r�essiitB�'[psf�;-= ZZ x, h- - Q,25' C f; Iliiema}P�essuie:Goe edi4=" Exterior Wind Pr4ssure Coefficients cn Walls- v Exterior Wind Pressure Coefficients on Flat Roofs Af,=.Tributat,E'_ �a,> "2 oa GOO Lwfn n-e5 , GCp:t3Dtft:ZE�riQ _ �q0 t Design Wind Pressure on Walls (including interior) Design Wind Pressure on Flat Roofs (including interior) �� s�.Ps• =1i�r� AE -Tfib�itary_R��;tL':2}_': _ `�--�a:.;°�s. r`:�;:�Qz%? R_E3�F]utar��Ci'9�•fi,"2 _ '- .._...- . . _ 3 p."tottiCo-riierutres;tS}, �I' � _�� 44 :` p"tis `lnlsrinttos A ;`,�?:- =- - ?mow.: - -- =' > fib- 7Y d e one 2 s ; +AA ~ iat,'; I: — `f 5 �; p-'t'or�fj elro�ztiaes:(t):ton - 0 Design Wind Pressure on Flat Rgofs (excluding interior) 3 10 7 x k M a AcW ff-fi-uta Air>yei" —7 �-''�'•.:�. R:fgf,;,;GAmer2ones(3�:[Psf]_ - --_._ .-:SS �11.;,2g;::i_:_- '>r.•,r > ""` ' ' ° F. .` Ed = `a at, c 4: ;at:.iEiferiar-z6n t?.[AEI._ ' - �4G r l° _, (j M�cltxtldtYF•�2 I�Y}f�. , � eT�� '(ra��y}T� �.��a'�7 x_ .v:_a_o .sc__r�•+a-,�A -'^ai��y.._-,,�� t -.., �^:'j:_'::::: - � /H•^ ^�i_a_�•li..VA�R�{�k•�y.�{�� �at. '_�•' •-]r � '�. �'�?�#�i�. ,�i'*Vt i�if Y•_S f�$ �_v.�-:..± N-'-- �- U yy I � N •--�'4> _«Y, .•'-'yR'7]17� y�:.es «%ao- eek.._,_ s i r�_':_ �fi�.=.�:�.�--''_,_ - ,-e..:_"_ ' :��@fir �nnr�: r�s�.c�s€.4t[t-�7�11134!�'�tld���Q >;sOr+ t _3�'''`;r "`--s` �`•---w«-_..:_ t .: - -.. _, •�K"a`^ ��c> �a: �i� B`.AY����Jrix<7!�1y7_tf)Tff!'� .. �vl / f sock rte. us (n w(�'SS C) -03 ex u c%4 5 v DONNELL'DUQUESNE & ALBAISA, P.A. LETTER OF TRANSMITTAL ■�� CONSULTING ENGINEERS ■ ■.. Date B-Z-Da Job No. 9OS-i4 ■■■ 4930 S W 74th CT MIAMI FLORIDA 33155 RE: �� (305) 666-0711 FAX 666-5259 TO 1�E fJtJCN7L� cps-i, GENTLEMEN WE ARE SENDING YOU O Attached O Under separate cover via the following rtems O Shop drawings O Prints O O Samples O Specifications O Copy of letter O Change order ctyt�ria•�s . COPIES DATE NO DESCRIPTION THESE ARE TRANSMITTED as checked below: D For approval O Approved as submitted C3 Resubmit copies for approval C� For your use Q Approved as noted CD Subrr-it__copias for drstr,&,tion O As requested O Returned for corrections O Return--corrected pmts O For review and comment O ED FOR ENDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS J� SIGNED: ' � ErL. SGVf'�l Mid /ttlqm L WIND LOADS AS PER ASCE-7/88 [ROOF SLOPE BELOW 10 DEGREES (2.1 : 12)] Input—R-5`55­7 - Output nom€•-. 110,0 V• Easic Wind 8peed [mphj =El. ti [K#t, ltelocity Pressure Exposure Coefficient c Exposuro category .1:32 ON Gust Response Factor 1.05 I,IMportance Factor #; q , Velocity Pressure [psf 15 H,MaAMUM Height Above Ground(f t 0.25 GCpi,Internal Pressure Coefficient Exterior Wind Pressure Coefficients on Walls Exterior Wind Pressure Coefficients on Flat Roofs 10 At, Tribute ry Area ft"2 t0 At,Tributary Area ft^2 - 2,00 GCp, Comer Zones(5) :#?0 GCp,Corner Zones ( ) »l.iat0 GCp, Interior Zones(4) 2.60--- GCp*Edge Zones(2) .40 GCp,Rota Zones(a&5) »�. 0 GCp,irI#eri4r Zone;;(1) Design Wind Pressure on Walls (including interior) Design Wind Pressure on Flat Roofs,(including interior) At,Tribute Area fIA2 = 4- At,jribotary Aroa[ft^2] -'ate P tot,CormerZones(5)tp$t] -11 .- p tot,Corner Zones.(3)[p$q -44 p tot,InterrtorZones(4) jpsq _;��.:: - p tot, Edge Zones(2) [psfj 41 p tot,Both Zones(4&5) [psi :_ � 5. p tot, Interior hones(1)[psfj Design Wind Pressure on Flat Roofs (excluding interior) 0€ ,. At,Tributa Area ft"2 p tot, Corner,Zones(3)[psf] -71 :.. p tot,Edge ones(2)fpsfl Nam. ��: <- ��_ p:tot,lnteriorzanes(1)fpsf1 I:)-Fot At�700 ftA2;ti's' i 'l t #11 tfi:€ I tl t t,.. > r€(dirk t i� t ; f r: an ; „ *)iaciriti4i ftitkf ktIi 13Qt€ � '#fit:''`. ; {4 ; r,.,,, .`w n Y_%. lies' arYY#rid fir € vu lttr 1�1�`d1t 13'7•0 xt r# r r ur 'r uc 1{duo to tc3r�r „ , «••. � + C( [O' Of r f( Oi t Afi 7704 ft^2), F� log X, "�� t,� ~fry-y� � � •'�.���i�a UUNNtLL, UUL4ULOI\Jt ti ALbAlbA, t-A. ry CONSULTING ENGINEERS 4930 S.W 74th CT MIAMI.'FLORIDA 33155 (3053 666-0711 FAX 666-5259 PROJECT SUBJECT s r"welegoo r SHEET NO. OF rA�*48&v2 A%JY6oJ•BY DATE JOB NO. CHKD. BY DATE 24' -01 24' XV 41 4' 43 'r 7 71 7 11 i T TT-T 175 4WW jet ZZ& 1 11 11 1 C14 L 1 +71- L L -- -- ------- X -7 -71 uf* f'A YJZ�2 P-3 3 0 4 1,66 Z 00= q.-jel! (evaropynsZ3 44Z 0,0,y -14Vy&4y5 ® �O ��' USE rs *.e4 E 4* tj 411,47-1 OW/4j-6044-S f2 CC T 4VA 10 14wzwfe iL\ WIND LOADS AS PER ASCE-7/88 [ROOF SLOPE BELOW 10 DEGREES (2.1 : 12)] lnput-R—at-0-1 Output Data 110,0 , �3asio Wind�p�ad [rrtph� EExpp ur CBtbr ory 011,Gust Response Factor 1.05 I,Importance l=ector ,4 qh, Velocity Pressure[psf) 15 111, I�liE�xi1'�QM Hoi�t�t Above Ground��� 0.25 GCpi, Internal Pressure Coefficient Exterior Wind Pressure Coefficients on Walls Exterior Wind Pressure Coefficients on Flat Roofs 10 At,Tributary Area ft'12] 10 At,Tributary Area fftl,21 '2.ft0 GCp, Corner Zones(5) » >#l0 GCp,Corner'Zones(3) »1.50 GCp, Interior Zones(4) -Z,60 GCp,Edge Zones(2) -1A 0 GCp, EMh Zones(4&5) »1,4 C3Cp,Interior ones(1) Design Wind Pressure on Walls (including interior) , Design Wind Pressure on Flat Roofs (including interior) 10 - At,firibut Aree[ft^2 ;i At,Trlbotary Area[€t^2] -5e p tot, Corner Zone$(&)tp q -1-16, p tot,Corner zones(3) [psq -4�4 p tot,Intartor Zones(4) Its#) -�� 41 p tot,Both Zones 4&5 p tot,'Edge Zones I2)tPsf1 ? [psi ��1 p tot, Interior Zones(1)[psf] Design Wind Pressure on Flat Roofs (excluding interior) 1tt At,Tributau Area IftA21 p tot.Corner Zones(3)[PSI p tot,Edge hones(2)[psfl p tot,IntriorZonas(1)[psfl 1: For:: i ft^ tl tt �tt i1S ,1Rat ,' >w:.... . ., . . Z)Rio roof u[ tf �n 0r,At0,7 "Of lei"€I:#6r1 s th ..... ►: Ito ...o# f'�I [` At>7� 5 T ' 7O PROHM' : Steel Beam Design x2.17 - PAGE NO. 1 Donnell, Duquesne & Alb.l5a. TIME Wed Jun 17 09:53:26 1998 JOB : 51111,1 CHAPEL JOB NO, : 51 RUN 1 DESIGNED BY: CHECKED BY: STEEL BEAR DESIGN ------ ----- Design of Beam ID: Code: AISC (1990) Design Method: ASD ------------------- ------------------- M i Sr an �'�r ma y"th 9.67D ft LTB Unbraced Lengths Fully ?raced all ✓ Fy 46 K /In ^2 Total Load Deflection Limit : L/240.00 Max Stress Ratio : 1.00 Live Load Deflection Limit L/360.00 ECHO OF LOAD INPUT DEAD LOAD LOAD CASE 1 LOAD CASE 2 LOAD CASE 3 LOAD CASE 4 Win,/Earthquake Included: Yes Fain Span 0 1 Concent,ated Load: 0,000 K 0,720 K Distaace. 0.000 Ft 7.500 Ft UliForiT, Load: i:l rt A 17 D1Jta . l✓ U v.v�J t Di3tdlC2 to Lnu: 9.671, Ft -9'o COMB 3 LS,=G COQ? 1 Lca. Combination Dead Load: 1.000 z Dead Load Lodd Cr`: ati0 R i.CC'"✓ Ca ad Lo a - 1.0C'C C 1 2 17 i C 2 Donnell, D u qu e s n a 3 a P`,E JCE S11H CHAPE, N, DUN D E s 713 N , P C, C XE K,E C, z z a z L M P M Left End' — I Ll— ..— 1, 1 1 0.000 K t Left C nr! v -r� Right End: 0.0!9 K 1.429 K Monza: Right End: 0,CO, K -Ft L Zd a l.v J Ft I.-713 Ft S I� Max Deflection 1=1000: 0.000 In 0.002 in Located at: 4.835 Ft 5.008 Ft Dead Part: 0.00^1 In Inflection p 0 1 n t s 0.000 Ft 0.000 F I 9,670 Ft 9.670 Ft Reaction Left End: -0.048 K -1.032 K Reaction Right End: -0.048 K -1.429 K C R I T I C A L S T R E S S E S ,lain IS p a 9, T'NA,4A.1875 EqD: HI-11 Stress Ratio: 0.29 Load Comb: I Defl, Ratio: L/ 441 Load Comb: I fb: -10.76 K /In "Ll fv: 0.95 K /in 2 q a: 1.000 Clb: MOO We I g 1;1.• 0.09 K C'b I K /In ^2- Fv, K /In ^2 jc.• 1.000 Defi, 0.263 In LL Dsfl: 0.252 In ' . PROGRAM / Steal Beam 0aui,.-: :2.17 Dunnall' Doq:oaod JJ� � SIN CHAPEL J30 RUN DESIGNED BY: CHEC��� EY� =======.=='.-==.===..= CT [ EL DESIGN =========================^====================`'=^^^===^^^==^=^^==^=====` A�11 991) H Sp S.00C LTG U:bra�ad L^:gthx Full/ Erocz," F) ^ �6 � �I: ^2 Total LoaJ� Lim*', L/24 5.CC Max SLmua Rati�, Llm Load Cvflo:t[:n Limit i/36O.00 - ================================================================== [ C � 3 SF LCAD INPUT DEAD LOAD LOAD 0S[ l LOAD CASE 2 LOAD CASE 3 LOAD CASE 4 Wind/Earthquake Included: Yea Hain Span ====` � 1 Uniform Load: 0.810 K /Ft J.16O K /Ft Distance to 8oyio: 0.080 FL 0.00IV) FL Distance to End: 5.00 Ft 5.000 Ft =================================================================== CRITICAL SH [ AKS & H0MENTS 0Q0 L0@ LOAD COMB 1 LOAD COMB 2 LOAD C0NR 3 LOAD COMB 4 Load ��binxtiuo Dead Load: 1.000 x Dead Load L0aj C��io��ion � 1- 1.000 x DoaJ Load + 1.ON � LC 1 r-0GRAi" • Steal GGpdiii Dvii ii�ll� �u as y4 na ¢ Alba:�a. ills II•V J �?' 11i1 1' Crl r., I T T T DEAR LO?, 1 LOA" C0 3 ? L",AC' COX l.ird/Ear`t�IgUa�a iG;iUd° c. t ! [ S t 511aa 0C __a LCc nnn I u I _ } r n" v -Ct u _ �t ` ,J. lk pa av r n ra '�(illien: Rlgiit Erld• v.v" l` -i t v,Uvv K -i l "ax'mum M'Imert' - .031 rt -0.500 K -Ft LccatId a t 2.510 Ft 2.500 Ft `iax Daflecticn I=1000: 0.000 In x.000 In Located at: 2.500 Ft 2.50'0 Ft Dead Part: 0.000 In Inflection Points: C.00O Ft 0.000 Ft 5.000 Ft 5.000 Ft Reaction Le`t End: -0.025 K -0.;00 K Reaction Right End: -0.025 K -0.400 K CRITICAL STRESSES ------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------ Main Span TS4x4x.1S75 Eqn: H1-3 Stress Ratio: 0.0; Load Comb: 1 Dafi. Ratio: L/ 5096 Load Comb: 1 fb: -1.22 K /In ^2 fu: 0.27 K /Ir. "2 ;a: 1.000 Cb: 1.000 Wei;tt 0.05 K Fb: 40.42 K /In "2 Fu: 24.53 K /Irl n2 qs: 1.000 Dof;: 0.0:� IG LL Dafl C.Oii Ir.