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334 NE 99 St (6)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 8-9 Job Address 33 t ST * Tax Folio (1 - 3.Q - DE — 0 13- 'S5 •r 70 Legal Desdij tion 1:a1 T- ) 6 // cck 91 / pook 10 / 1,170 , / Historically Designated: Yes No Owner/i essee / Tenant / 4 l ,i . E �i Z - b c (M 2A)Ge2 Master Permit # Owner's Address 3 35 N.E. Phone 7 57 - .5 3 y/ `/70 -- /q.5 - 0—X340 c.9%4</r1E(2- Contracting Co. S A— ST' o 4), o•.) G-rov Address 3 (ot/ w. ((0 6 57L /c/( ;,a,,.. / 3J0/ ` Qualifier AO 6 - 6 G L - . viGo,S'7"c1. SS# . S - :3( - $ 7 7? Architect/Engineer State # CG-C. 0 S Z Municipal # Bonding Company , )/# - R oy2 r;o P'cse,JCPo.. Mortgagor ,v /,q.. Address Permit Type (circle one )(iUILDINGJLECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION New F oyer- }-_ ,p,cAb' 2esx.. i.x�- a,3 Square Ft. `J S f Estimated Cost (value) // ( x WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating constriction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of o Notary as to My Co FEES: PERMIT ../A - `7 7 7 or Condo President Date 9 u an • . P s e,,d�n�� . . `�A •�•� �. 13UKRIS Date e lk Comm Exp. 2/20/00 Bonded By Service Ins o. CC531726 h.ondly Known (r611r 1. D. 1» A/ L , C ' Cl l' RADON 1 .5k* C.C.F. Notary as My Co 'ssion 2- Competency # Address 7 9 01 Address NOTARY APPROVED: Zoning Building Electrical" Ins. Co. gcc Aw I V ° s + A i J 1-{ 330/C.. Mechanical Plumbing Engineering S L Exp. 2/20/00 Bonded By Service Ins No. CC531726 hpretionally Known 'Aber 1. D. t of L. s' L BOND . U6 TOTAL DUE V2, r lb Al TWA 7 Supp. No. 9 APPENDIX A— ZONING § 225 (3) The addition is not visible from the front elevation of the building on an inside lot, or is not visible from the front or side streets elevations on a corner lot; (f) Metal or fabric roofs are permitted to cover porches, patios and carports in residential districts, providing: (1) The structure is located in the rear of the building and shall be situated so that it is between the prolonga- tions of the sidelines thereof and; (2) The metal or fabric roof material shall be colored by a factory process and shall be harmonious in color with the main building; and (3) The area covered by the metal or fabric roof shall not exceed fifteen (15) percent of the ground area of the main building, or, a maximum of three hundred (300) square feet, whichever is greater. (g) All roofs having an incline of less than two and one -half (2 inches per foot shall be constructed of build -up roofing material and gravel modified bitumen, or fiberglass cap. Any substantial change from existing materials in place, shall require the approval of the planning board for aes- thetics and harmony with other buildings in the proximity thereof; (h) Trellises, arbors, and pergolas: A heavy framework of cross eor timbers in an ornamental openwork construction of woods serving as a protective screen, not to exceed in height the roof eave line on a single -story residence to which it is attached, or not to exceed ten (10) feet in height on a de- tached structure; in rear yards not to exceed more than twenty (20) percent of the area of the yard; with minimum setbacks as follows: Front yard, twenty -five (25) feet, side yard, ten (10) feet, and rear yard, five (5) feet, to be de- signed by a registered architect and constructed of one (1) of the following: pressure - treated Southern pine, cedar or redwood; with minimum timber sizes as follows: (a) Support columns —four (4) inches wide by four (4) inches deep, 1572.1 r Jos s_r . Mehde3 TY? OF F : 7.5. S,�inu 'CODE SECTION ?AC,: I:CC1TEOY et P e /era of 9 � 6 Cf2lumet cS k/l✓td £bmi/ f S /r 5 � x ��rr 3i: = :YG ? 3.72:1=N' F- Y5 - =-�_V = --OV SHEET p/44 de&S G1-B apt,ea r JJ Gt-S 511.0 tOlt • GO fit am open r n� eater fah $ ') a 4-;,e r Y. Ai eac-A srd o / . dud Appr zo meieui c a 0e40 w / o u•S, ar. CC_.r'.ZN 5 DA= : 17130/(77 3Y: DEC -04 -97 04:44 PM - Binni.nee • PRODUCT CONTROL NOTICE OF ACCEPTANCE Rinnhtgs Pan American 2805 N.E. 185 St. Miami Expires:06/30/98 FL 33163 Pan American Your application for Product Approval of Series PA -I4 - Aluminum Single Hung H'iur /on' under Chapter 8 of the Metropolitan Dade County Codc governing the use of Alternate Materials and Types of Construction, and completely described in the plans specifications and calculations as submit by: Applicant, along n'it/r Draping No. PA- 14.DXF, Sheets 1 and 2 of 2. (For listing, see Section 3 of this Notice ofAcceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserve; the right to secure this product or material al anytime from a jobsite or manuf'acturer's plant for quality control testing. if this product or material !'ails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspcntt the use of such product or material immediately. The applicant shall re- evaluate this product or mate; itil should any amncndments to the South Florida Building Codc be enacted affecting this product or material. The Building Codc Compliance Office reserves the the right In revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fhils to meet the requirements of the South Florida Building Code. The expense of such testing tvill be incurred by the manufacturer. Accet►lunce Nn. :96- 0220.01 (Revises No.: 94- 0808.02) oarigucz Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMI'1TEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Codc ('oinp!iance Depaitnicnt and approved by the Building Codc Committee to be used in-Dade County, Florida under the conditions set forth above. Approved: 07/18/96 -1- 12 -84 -97 16:42 RECEIVED FROM :385 9319476 305 9319476 P.32 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -290 t FAX (305) 375.2908 INTERNET: mdcc0lIshadow.net PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372-6339 ♦ ' �;,� arlg Director Building Code Compliance Dept. Metropolitan Dade County P. 82 mtu iO4 - r W4:45 PM . B i nn i ne s Pan American $Linings Pan American NOJJCE OF ACCEP'T'ANCE: SPECIFIC CONDITIONS 1. DESCRIP'T'ION Ole UNIT 1.1 This approves an aluminum single hunt; window designed to comply with the South Horida Building Code, 1994 Fditian'for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Strictures ", do not exceed the Design Pressure hating values in Section 7 and within the Limitations contained in Section 3. 1 .2 Mudd Ujsigttatiiin, Series "PA -14" Aleminum Single flung Window 1.3 Overall Size 3/16" Annealed 1 /8" 1)SLI Tempered 1 /8" DSR Anns let1 SJ 3glc Strength &rzeatetj 4' 6 -5 /8" x 7' 6" high 4' 0-5/18" x 6' 2.118" high 3' 1-1/16" x 5' 3 high 3' 1" x 3' 2 -3/8" high Nate: Overall frame size includes flange width. 1.4 Configuration OIX 1.5 LVp. & Size of VentE Oric vent. measuring: 3/J6" Annealed 1 /8" DSB Temoprell. / " S.1,3 Annealed 5i'ig1e Strength Anncalcd 4' 4" x 3' 9.1/4" 4' 3 -1 /2" x 2' 7 -1/2" klr 1' 10 -1i2" x 2' 7 -3/4" 2' 10- 7/16" x 1' 7 -1/4" high 2. MATERIAL RIAL CI IARAC'1T.RISTICS 2.I Frame and Sash (Y01).Ma criiil :.. Alunminum alloy 6063 -T5. 2.2 Glazing 2.2.1 (:la l; a.) 3/16" tempered or annealed glass; b.) 1/8" l)SR double srength tempered glass; c.) 118" DSB dou•lc strength annealed glass and d.) single strength annealeihblass 2.2.2 (:lazing Method; exterior glazed using silicone adhesive and rolled aluminum glazing head; an optional aluminum false muntin grid frame may be used as the glazing retainer in lieu of the rolled aluminum bead, this grid frame is secured at each corner ■vith one tt6 x 1" S.■.S. and a plastic screw boss insert, grid is also secured to wIn.tow.at each horizontal, using one lib x 3/8" tek screw near each cnd. 2.2.3 Daylight Opening: 3/16" Anncalcd 1/8" DSR Tempered 1/8" i.S13 Annealed She Stawalgt i Annca 4' 2 -1/8" x 3' 6" 48 -1/2" x 39 -5/8" high 32 -1 /2;x 214-1/2" high 32 -1/2" x 16" high 2.3 Sash (Vsnt) CAI)StrUCtQrr_ 2.3.1 Stiles: A .175" exterior face and .937" intctior face by .860" deep and .062" wall thickness • alum. extrusion (Part it 14 -49), with one groove for weatherstrip. 2.3.2 Rails: Consist of n standard vent top, .875" exterior face and 1.125" interior face x .921" deep x .062" wall thickness alum. nolluw extrusion (Part ti 14 -85) with one screw spline and a groove for weatherstrip (to be used on all windows with single and double strength annealed glass). A Ili Rise (heavy duly) vent top, an alum. hollow extrusion Watt It 14 -86) with same dimensions as above with an additional .125" thick reinlincin); handle (to be used on all windows with 1/8" tempered glass and 3/16" annealed or tempered glass). 12 -94 -97 16:43 RECEIVED FROM:395 9319476 305 9319476 P.33 ACCEPTANCE No.: .96- 0220.01 APPROVED : 4UL 1 8 1996 EXPIRES : June 30,1998 Ma net Perez. P.C. Planjcaminer 11 Pro t Control Division P.93 DEC -04 -97 04:45 PM •Binnin,s Pan American Dinninga Pan American NO'1'1 _ . )F ACC1I'TAN : S�:CIFIC CONDI'T'IONS Bottom vent is a 1.800" exterior face and 1.625" exterior face / 1.665" interior face x .782" deep and .062" wall thickness aluminum hollow extrusion (Part /I 14 -82) with handle, two screw splines and u receptor for an extruded alum. snap latch (Part 11 14 -94). 2.3.3 Corner Construction: Butt joint, corners secured with No. 8 x 1" pan bead pilot point screws, one per top corner and two per botl<ma comer. 2.4 Frame Construction; 2.4.1 head: Consists arm unequal kg. .905" exterior 1.656" interior faacc x 1.891" deep and .062" will thickness alum. extrusion (Part 11 14 -61), 2.4.2 Jambs: Consists dm unequal leg, 2.000" exterior / 1.020" interior face x 1 .900" deep and . 062" wall thickness alum. extrusion (Part 11 14 -51) with two screw splines. 2.4.3 Sill: Consists of an ' enequal leg, 828" exterior face / 2.422" int. face x 1.891" deep and .062" wall thickness alum. extrusion (Part 1i 14 90), with one groove for weatherstrip and a hook for lock. 2.4.4 Mired Meeting lta 11: Consists of a 1.328" exterior / 1.578" interior face x .781" deep and . 062" wall thickness alum. hollow extrusion (Part 1114-71) with one screw spline. 2.4.5 Corner Construction: But: joint, each corner secured with two Ne. 8 x 1" paa read pilot point screws per corner 2.5 Rsathcrstriplii gt Quantity Description Location 2.5.1 Single Vinyl flap At frame sill and vent lop rail 2.5.2 Single Pile with integral plastic (in On exterior of vent stiles • 2.61fardw pj : Quantity Descript Location 2.6.1 Two Extruded aluni.spring loaded hunk locks At welt bottom rail. 2.6.2 Two Spring and pulley balances One at each frame jamb. 2.6.3 One Plastic guide In interior of frame jambs, at top and near bottom vent stiles. 2.7 Wecpholcs: Quantity Description 2.7.1 Two 2.7.2 "Three 2.8 Muntins: Nonc. 2.913ltlnfoj enrent: None 1 -1/4" drain notch 1/16" clearance between screen and frame sill - 2u - 12-94-97 16:44 RECEIVED FROH:395 9319476 305 9319476 P.04 ACCEPTANCE No.: _,_ 0.0_ i___ APPROVED : r 1996 EXPIRES : dlme 30 1998 1.ocation At each end of sill screen retainer. At each end and midspan. Mann 1 Perez, 1 Plans E fi atincr 11 I'roduc '011ol Division P.94 DEC -04 -97 04:46 PM B i nn ii ns s Pan Am.r i can Ojpnjngs Pan Amcrlcae 305 9319476 P.85 ACCEPTANCE No.: 96- 0220.0j APPROVED , r al 1 8 1996 EXPIRES ■ t 1=00. 19911 2.10 Sealants & Pads: Quantity Description 2.10.1 One 1/2" 1 -1/4" x 1/16" open cell roam pad In each lower frame corner 2.10.2 One • 1 /4" x 1" x 1/4" pile pad At each end of fixed meeting rail 2.11Ar.tljtional Uescriptinn. 2 -1/2" high ovctall sill height. Location 3. LIMITAT1ONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating, 3.2.1 First detenitinc type of glass being used from the following: a.) 3/16" tempered or annealed glass; b.) 1/8" tempered glass; c.) 1/8" annealed glass and d.) single strength annealed glass, 3.2.2 'Then, see the corresponding table in Section 9 "Comparative Analysis". 4. INSTALLATION: 4.1 Screws atnl Method of Attachment SILL : #I0 x 1 -1/2" PH SMS into 2x wood buck, spaced at 6" from ends and the rest at 16 -1/2" ac. OR 3/16" x 2 -3/4" 1'11 Tapcons located 6" from corner and 16 -1/2" o.c. max. HEADER: #10 x 1-1/2" P11 SMS into 2x wood buck. spaced at 6" from ends and the rest at 16 -1/2" o.c. OR 3/16" x 2 -3/4" Hi Tapcons located 6" from corner and 16 -1/2" o.c. max, JAMBS :1110 x 1 -1/2" PI! SMS into 2x wood buck, spaced at 6" from ends and the rest at 16 -1/2" o.c. OR 3/16" x 2 -3/4" PIHTapcons located 6" from corner and 16 -1/2" o.c. max. Note: Please sec notzt 1 t, Pagel 4.2 i.imit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records 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 considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 F.ach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies (tithe following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned dewing showing size and location, including height above grade of opening to receive window, mean roof height. length and wid t of building. - 2h 12 - 97 16 :44 RECEIVED FROM:395 9319476 Mau cl Perez, P.G. PI xaminer II Product Control Division P.ti5 DEC -04 -97 04:47 PM Binninve Pan American Blnn6iee Pon Ame.l..... y. TESTS PERFORMED - 2c - 12 -94 -97 16:45 RECEIVED FRON:395 9319476 305 9319476 P -06 ACCEPTANCE No.: 96- 0220.01 APPROVED • r an. 1 e 1996 EXPIRES Oki ' Ilk s June 30. 1998 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval revises Notice of Acceptance Nu. 94- 0808.02 dated September 12, 1994 and Notice of Acceptance No. 94- 0808.03 dated September 12, 1994. 6.4 Note; The installation of this unit will require a hurricane protective system. M. gel Pere; P.1:. PI a .xansincr Il • Product Control Division P. 86 . GLAZING: 3/16" annealed glass - (4' 6 -5/8" wide x 7' 6" high specimen) TEST TEST LOADS DESIGN LOADS • IR INFILTRATION @ 1.57 PSI' STM E283 (0.37 CFM/1=1) 0.16 CFM /H MTL -16029 - - - - -- WATER RESISTANCE (PSI') no leakage ASTM C547/E331 (with and without screen) +10.40 PSF MTL -16029 +69.30 PSF MIL -16029 UNIFORM STATIC PRESSURE FULL TES1 1 OAt) ----""..." AS I M [330 POSITIVE (3/16" ann alcd) +75.0 I'SF MTI 16029 +50.0 PSF MTL -16029 UNIFORM STATIC PRESSURE rya '1'LS'r LOAD AS! M E330 NEGATIVE (3/16" annealed) -75.0 PSF MTL -16029 -50.0 PSI; MTL -16029 I 'ORC[D- L'N'1RY RESISTANCE: (FER) AAMA 1302.5 -76 SAIISI ACTORY MTI: 16029 --- ------ _ Design Pressure Rating (Positive) +50.0 PSF Design Pressure Ra lIng (Negative) - 50.0.PSF For Design Pressure Rug 's. 's'indow Size, sec Table in Section 9 "Comparative Analysis" X 1 .2 GLAZING: 3/16" annealed glass - (3' 9" wide x 6' 5.7/8" high specimen) TEST TEST LOADS DESIGN LOADS AIR INFILTRATION (cry 1.57 PSF ASTM E283 (0.37 CFM/I' 1) 0.18 CIM/F1' MTI: 16030 ... WATER RESISTANCE (PSF) no leakage ASTM E547/E331 (with and without screen) +10.40 PSI' M'FL -16030 +69.30 PSF MTL -16030 - +60.6 PSF M'I'L -16030 UNIFORM STATIC PRESSURE FULL EST LOAD ASTM [330 POSITIVE (3/16" annealed) +91.0 PSI' MTL -16030 UNIFORM STATIC PRESSURE FULL 'ri:S7' LOAD ASTM [330 NEGATIVE (3116' annealed) -91.0 PSF MIL: 16030 -60.6 PSF M1L -16030 FORCED [Ni RV RESISTANCE (f ER) AAMA 1302.5 -76 SATISFACI ORY MTL -16030 Design Pressure Rating (Positive) +60.6 PSF Design Pressure Rating (Negallvc) -60.6 PSF For Design Pressure Rating vs. Window Size, sec Table in Section 9 "Cowparalive Anul,ais" 7 ,...... DEC -04 -97 04:47 PM Binninve Pan American Blnn6iee Pon Ame.l..... y. TESTS PERFORMED - 2c - 12 -94 -97 16:45 RECEIVED FRON:395 9319476 305 9319476 P -06 ACCEPTANCE No.: 96- 0220.01 APPROVED • r an. 1 e 1996 EXPIRES Oki ' Ilk s June 30. 1998 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval revises Notice of Acceptance Nu. 94- 0808.02 dated September 12, 1994 and Notice of Acceptance No. 94- 0808.03 dated September 12, 1994. 6.4 Note; The installation of this unit will require a hurricane protective system. M. gel Pere; P.1:. PI a .xansincr Il • Product Control Division P. 86 'NI -VRM STATIC PRFSSURi. DESIGN LOADS +50.0 PSI? IBC PA 202 -94 I'OS1 IIVE 30 Scc. (I)S13 tempered) M'IL -166I0 +50.0 PSF MTL-16610 UNIFORM S'IAfIC PRESSURE DESIGN LOADS -50.0 PSF -50.0 PSF EBC PA 202-94 NEGAilVI: 30 Scc. (DSB tempered) MTL-16610 M1L -16610 )NWORM S I Ai1C PRESSURE L ULL TEST LOAD + 75.0 PSI' +50.0 PSF , FI3C PA 202 -94 POSH IVE 30 Sec. (DS13 tempo cd) MIL - 16610 MTi_ -16610 NII ORM STATIC PRESSURE I'UI TEST 1.UAL -75.0 PSF -50.0 PSF .Ff3C PA 202 -94 NE(;AITIVE 30 Scc. (DUI tengxn^d) MTL-16610 MIL-1661u esign Pressure Rating (Positive) +50.0 PSF )esign Pressure Rating (Negative) -50.0 PSF 11111112 1/8" Double Strength Annealed Class (37.1 /16" wide x 63" high specimen) JNiFORM STA iTC PRESSURE. DESit3N i..UAi)S FJ3C l'A 202 -94 POSITIVI? 30 Sec. (DSil annealed) +70.0 PSI' MTL -16610 • NE MTL -16610 NiFORM STATIC PRESSURE DESIGN LOADS • Me PA 202 -94 NEGATIVE 30 Sec. (DSi3 annealed) -70.0 PSF Kn.-16610 -70.0 PSF MTL-16610 UNIFORM SI ATIC PRESSURE: FULL 'FEST LOAD SEW PA 202 -94 POSITIVE 30 Scc. (DS13 annealed) 8105.0 PSi: M lL 16610 1 70A PSI' MTL-16610 -70.0 PSF MTL -16610 ,NII'ORM STATIC PRESSURE r�t 11.1. PEST LOAD -' •13C PA 202 - 94 NEGATIVE; 30 Sec. (DS13 annealed) ___ -105.0 I'SF v MTL-16610 esign Pressure Rating (Positive) +70.0 PSI Design Pressure Rating (Negative) -70.0 PSF - uigtc Strength Annealed Class (37" wide x 38 -3/8" high specimen) WORM STATIC PRESSURE DESIGN LOADS FRC PA 202 -94 I'OSI'I IVE 30 Scc. (SSD annealed) +85.0 PSF MIL-16610 +85.0 PSF MTL-16610 UNIFORM STA1 IC PRESSURE DESIGN LOADS FRC PA 202 -94 NEGATIVE 30 Scc. (SST; annealed) -90.0 PSF MTI, 1661 u -90.0 PSF MTL-16610 ' NIFORM S'I ATIC PRESSURE FULL. TEST LOAD SFI3(' PA 202.94 POSITIVE 30 Scc. (SSIt annealed) ►127.5 PSF MTL -16619 4 85.0 PSF MTL•16610 UNIFORM SIM IC PRESSURE F311.). T1 ST LOAD) • Fi3C l'A 202 -94 NEGATIVE 30 Sec. (SSI3 annealed) .135.0 PSI: MTL-16610 -90.0 PSF MIL-16610 )esign Pressure Rating (Positive) 4 85.0 ME )esign Pressure Rating (Negative) -90.0 PSF " - - � + -7 • C+:• :`.' r sgsnnInvis 1-'an Amar i can JTinttitigs Pitnqmsrjcin ACCEPTANCE No. :. 96- 0220.01 APPROVED : 1 .1111. 1 8 1996 EXPIRES : NOTICE OF A CEPI' E Sp I FIC CONI) fl IONS 7. TEST'S PERFORMED continued .3 GLAZING: Various types orgla is and sizes or specimen) TEST TEST LOADS DESIGN LOADS /8" Duuble Strength Tempered Class (53 -118" wider 74 -I/8" high specimen) gn rressure Rstmg %s. Wtnuutr Size ice T abk in Section 9 "Comparative Analysis" - 2d- 12 -84 -97 16:46 RECEIVED FROM:385 9319476 305 9319476 P.07 RESULTS Ma ucl Peru, P.C. Plan Inniner 11 Product Control Division P. 07 mennjn.s Pan American BjnpjlpP3 Pan American ACCEPTANCE No.: 96-0220.01 9. COMPARATIVE ANAi,YSIS: See Sections 9.1 thru 9.4 in pages 2f thru 211. -2e- 12 -94 - 97 16:47 RECEIVED FROM :385 9319476 305 9319476 P.08 • APPROVED : '' JUl.1 8 1996 EXPIRES : June 30- 1998 NOTICE OF AC _F ETANCE• P WI CONDITION, 8. EVIDENCE SIJBMiTTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltfation Test, per ASTM 13283 2) Uniform Static Air Pressure Test, Loading per ASTM 1.330 3) Water Resistance Test, per ASTM F.547/E331 4) Forced Entry Resistance Test, per AAMA 1302.5.76. along with installation diagram of an alum. single hung window 4' 6 -5/8" wide x 7' 6" high with 3/16" annealed glass, prepared by Miami 'testing Laboratory, Report No.MTL- 16029, dated July 19, 1994, signed and scaled by Ernest E. Mitchell, P.F. 8.1.2 Test reports on 1) Air infiltration Test, per ASTM E283 2) I Static Air Pressure Test, Loading per ASTM 13330 3) Water Resistance Test, per ASTM E547/E331 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagraani of an alum. single hung window 3' 9" wide x 6' 5 -7/8" high with 3/16" annealed glass, prepared by Miami 'resting Laboratory, Report No.MTI.- 16030, dated July 19, 1994, signed and sealed by Ernest 13. Mitchell, P.F. 8.1.3 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 - 94 along with installation diagram of three different specimens in terms of sire and glazing thickness of an alum. single hung window prepared by Miami Testing Laboratory, Report No.MTL - 16610, dated February 7, 1996, signed and sealed by David G. Ober, P.F. 8.2 Drawing: 8.2.1. Manufacturer's die dwgs., sections and assembly dwg. 8.2.2 Miwtufsetuwct's lustallatiun Drawing TJo. FA- 14.DXi , Sheets 1 :Jiro 4 of 4, dated 1/30/96, including comparative analysis charts. 8.3 Calculations: 8.3.1 Comparative analysis and anchor calculations prepared by Robt. E. Fisher - Wm. M. Meyers, P.E Consulting Engineers, dated 06/28/96, signed and sealed by William M. Meyers, P.E. 10. TYPICAL ELEVATION: For typical window elevation, cross sections and anchoring details, see Drawing No. PA- 14.1:)XF, Sheets 1 and 2 of 2, bearing the Dade County Product Control _approval stamp. Mann Perez, P.E. Plans Product Control Division aininer Ii P.ea DEC -04 -97 0.4:4w err o ,, ... •• - Binning. Pon Amerlcau NOTICE OF A - 2f - ACCEPTANCE No.: 96- 0220.01 APPROVED) : *rfl$t 1 8 1996 EXPIRES 9. COMPARATIVE ANALYSIS: 9.1 Series "PA -14" aluminum single hung window using 3/16" annealed Of tempered glass. Table 1 - Series "1'A -I4" Aluminum Single Hung Windows - Pnsiiive and Negative Design Load. Rased on Comparative Analysis with 3116" annealed for tempered glass - Test Report Nu. MIL- 16029 and MIL -16030 PSF Window Dimensions Results (inches) (PSI') Call Size Width 1lcight 12 - 97 16:47 RECEIVED FRON:305 9319476 Positive Negative Pressure Pressure • 12 17.000" 23.875" 69.3 -158.0 13 17.000" 36.250" 69.3 -137.5 14 17.000" 48.500" 69.3 •127.1 15 17.090" 60.875" 69.3 -262.9 16 1 7.000" 73.!87" 69.3 -54.5 1132 24.375" 23.875" 69.3 -132.3 1133 24.375" 36.250" 69.3 •111.0 1134 24.375" 48.500" 69.3 -100.4 H35 24375" 60.875" 69.3 -94.0 11,;6 24.375" 73.187" 69.3 -62.8 22 34.875" 23.875" 69.3 -114.0 23 34.875" 36.250' 69.3 -92.1 24 34.875" 48.500" 69.3 -81.3 25 34.875" 60.875" 69.3 -74.7 26 34.875" 73.187" 69.3 -70.3 526 43.1100" 77.875" 60.7 -60.7 32 51.000" 23.875" 69.3 -99.9 33 51.000" 36.250" 69.6 -75.3 14 51.000" 48.500" 65.6 -65.6 35 51.000" 60.875" 60.2 -60.2 36 51.000" 73.187" 55.7 -55.7 536 54.625" 9U.0 47.3 -47.3 : Junc_30. 199$ Man el Perez:. P.E. Plans +miner 11 Product Control Division P.09 DEC -04 -97 0.4:49 PM Binn.in9s Pan American Jnn1nas Pan American ACCEPTANCE No.:. 96- QZ,20.Q1 NOTICE OF ACCEPTANCE SPECIFIC CON1)1'LiO1 9.2 Series "PA -14" aluminum single hung window using 1/8" tempered glass. table 1 - Series "PA -14" Aluminum Single Hung Windows - Positiwe.and Negative Design Load. Based on Comparative Analysis with 1/8" tempered ass - Tesi Report No. M11. -16610 PSI: Call Size Width Iieiglit Positive Negative Pressure Pressure 12 13 17.000" 14 17.1100" 15 17.000" 16 17.0110" 1137. 24.375" H33 24.375" 1134 1135 1136 22 Window Dimensions Results (inches) (PSF) 17.000" 24.375" 24.375" 24.375" 34.875" 23 34.875" 24 - 34.875" 25 34.875 -. 26 34.875" 32 •5I.000" 33 51.000" 34 51.000" 51.000" 51.000" 35 36 APPROVED EXPIRES : June 30. 1998 23.875" 69.3 36.250" 69.3 48500" 69.3 60.875" 69.3 73.187" 44.2 23.875" 69.3 36.250" 69.3 48,500" 69.3 60.875" 69.3 73.187" 50.9 23.875" 69.3 36.250" 69.3 48.500" ' 69.3 - 60.875" 69.3 73.187" 69.3 23.875" 69.3 36.250" 66.5 48.500" 57.9 60.875" 54.3 73.187" 50.7 -2g- 12 -04 16:48 RECEIVED FROM:305 9319476 - 138.9 . 120.8 - 111.9 - 81.9 -44.2 -118.3 -82.6 -50.9 -100.2 -81.0 -61.8 -88.1 -66.,5 -57.9 -52.9 -49.0 rat % 8 1996 • 116.3 -97.6 •71.4 • -65.6 M011 Pere7., Plan famine' 11 Produce Control Uivh k,n P. 1 fipuipgPan American ACCEPTANCE No.: 96 20.01 APPROVED : raj 1 8 1996 EXPIRES : June 30. 1998 JVO CE OF ACCEPT ANCE: SPECIFIC CONDITIONS_ 9.3 Series "PA -14" aluminum single hung window using double strength (1/8 ") annealed or tctnpered glass. Table 1 - Scrics "PA -14" Aluminum Single Hung Windows - Positive and Negative !Design Load. Rased on Comparative Analysis with 1/8" annealed or tempered glass - Test Report Nu. MT1. -16610 PSF 22 - 23 Call Sizc 12 13 -14 15 1132 1113 H34 1135 24 25 S25 9.4 Series "PA - 14" aluminum single hung window using single strength annealed glass. Table 1 - Series "PA -14" Aluminum Single !lung Windows - Positive and Negative Design LO ad. Based on Comparative Analysis with single strength animated glass - Test Report No. Nil L -16610 PSF 24.37S" 34.87S" 34.875" 36.0011 36.250" 23.875" 36.)50" 23.875' 37.375" 69.3 69.3 69.3 69.3 -69.7 Window L)iuicnsiuns (inches) Call Sizc 1 Width Ileight 12 1 17.000" 13 1 17.000" 1132 1 24.375" H33 22 23 S7.3 Window ()intensities (inches) Width Height Positive Pressure 17.000" 23.875" 69.3 17.000" 36.250 "' 69.3 17.000" 48.500' 69.3 17.000" 60.875" 69.3 24.375" 23.875" 69.3 24.375" 36.250" 65.3 24.375" 48.500" 69.3 24.375" 60.875" 69.3 34.875" 23.375" 69.3 34.875 - -- 36.dSn 69.3 34.875" 48.500" 69.3 34.875' 60.875" 69.3 36.063" 61000" 69.3 23.815" - 2h - 12-84-97 16 :48 RECEIVED FROM:385 9319476 Results (PSF) Results (PSI) Ncgative Pressure -145.7 -126.8 -117.3 -67.5 -122.0 -102.4 -92.6 -81.2 -105.1 -84.9 -74.9 _ -70.0 Positive Negative Pressure Pressure 69.3 1 -142.3 69.3 1 -123.8 69.3 1 -119.1 -100.0 -102.6 -74.7 Mont P.E. Platys mu II Product Control Division DEtC -04 -97 04:51 P , ti B i nn i ns s Pan American 305 9319476 P.12 awing,lan American ACCEPTANCE No.: 96- 0220.01 APPROVED : r 1 8 1996 EXPIRES : June 3Q, 1991 Mirk OF ACCRI'TANCIr. STANDARD Cf1NDITJQNS 12 -84 -97 A 16:49 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been Bled and the origins! submitted documentation, including test supporting data, engineering documents, ate no older than eight (8) years. 2. Any and all approved products shall be pet wanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Appmvcd ", or as specifically stated in the specific conditions of this Acceptance. 3. Rcncwuls of Acceptance will net be considered if a) There has been a change in the South ida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; h) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance hotdet has not complied u MI all the requirements of this acceptance, including the cortcct installation of the product; d)1 he engiriccr whn nriginally prepared, signed and sealed the requited documentation initially submitted. is no longer practicing the engineering profession. RECEIVED FROM': d85 9319476 P.12 DEC -03 -97 01:24 -PM Bi nnin9 s Pan American 303 9319476 j�jyi 4.�•�n voicrit:att ACC 1 FT ANCE'No.: 9,S- Q31.01 APPROVED . EXPIRES twitCF ACCF,I IANC'E STANDARfa Cf)NDITION5 . 1 0 : NOV 1 6 1995 NOVI61998 • 1. tzr.hetval or this Acceptance (ripprnvnl) shall he considered after n renewal application has been filed and the original submitted documentation. including test supporting data. engineering documents. are no older than Oita (S) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, and the following statement: "Dade County Product Control Approved ". in 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 sante product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance. including the correct installation of the product; d) engineer who originally prepared. signed and sealed the required documentation initially submitted • is no longer practicing the engineering profession. 4. Any revision or change In the materials, use, aut1/tn at, fut:tute attic lauded ut ptoctss shat) automatically be cause rut termination of this Acceptance. unless prior wtilien approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this ptodticl or process; h) Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purposes. 6. 'the Notice of Acceptance number preceded by the wands Dade County. rlorida, and followed by the expiration date may be displayed in advertising literature. 1f any porrinn oldie Notice of Acceptance is displayed. then it shall be done in its entirety. 7. A vupy of this /1 r►ptnnrr it runt! ne npprnved rtrateine.c air) nlhi'r documents where it aatltlies, thall be pr oviders to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8.: Failur to comply with any section of this Accept. ace shall be cause for termination and removal of Acceptance.. 9. This Acceptance contains pages 1, 2, 2(a) through 2(i) and this last page 3. Le>>t11UJ..1 & 12 Wled, galas! ott x_ouply to glitzt41.vtoduxts 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. ror multiple installation of this unit. n separate Acceptance for mullions is required lion the Product Control Section. 11. '1 he spacing of fastcrtets at window sins shall be as tested. i he spacing of fasteners in all other parts of the frame, shall be as tested. but to no CIVIC shall exceed 24" on center. The nisi fastener shall be located at a maximum of 6" from each center end mnilion ur stile. Fastener shall fully penetrate lire buck, which shall he the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for antatvtin. Sec section four (4) of this approval ror sh.cs of fasteners used in testing. 12. Hat dware for all windows and doors shall confotnt to Security and Forced F.ntry Prevention, Chapter 36 of the South Florida Building Codc. END OF 11115 ACCEPTANCE .3. Mann Perez, P.E., Plans Witter 11 Product Control Division -4 r -• . 4 • 1 • r• 1 / 4 ' SPACING IA • e W i t 1 CK r.NrnLLAM4 1/4 SA;1I.G 14AX. 1 /4 SPACING /C F -ti. TAPCON • BUCK DIMENSION 3/' 6 _ . !<. r ... ADCGN , - MASONRY OPENING • • • • • 4 011031Z 1111U. I11L UUTW J►TIII NV MK 3 /tS : 2 1 f4 F.Y., t PCOIi pis =W.= MUM RaTALIATION • NOTE: Caner01 naps on Shoe 141 epptyl • Irr — Fzia• ..4 Amin bp ►+- 1 /e SPACING MAX. PJS � 96 OOIDIe 10.3 MI LO IS1LL. Owe is MMus 10 0me _ awe old IOMIIFMaIII 1111M1 MUNN MI arum wilk Ruvuma Ntez41? h1 ►.0, boa 630030 2605 N.E, 185th Street OWN, no t100 33165 ;300131 -2350 INSTALLATION QQtAWING rOR PA -14 • at N P.C. Nee 630035 2005 N.L. 1851r Stray Mum„ rlorido 33163 30S)13% -2550 INSTALLATION DRAWING FOR PA- 1 4 • a 41 .., 3:.z Fes": t 1 . 5i-.pi rt.'Ic wm :o• n71 over- aside: in eceentonce we:- :nr (,00t Country. '99L gaiter a' :n Scum r Wirt 7W::0: . ==; Wine rasa: conniver*? is 11_ 'no.. •mpe-.7ECe tone- 11 '..CS 'secure f.::: ?' or the moo 'col haunt c' :'It Ot.lcet; r.ean'. .s .er1 tran 6C'. 1M1i noon! -at a az. w. Goat Cna E'o+cre CRUMy 'nU3: IS r1Urrieeee protective steerv.. 'urn es p arr - 90r/s 2. A:I a.UmirwC tuesusionc snit De 6053 -T5 uruess nave otnerlllse 4. ;Awes molanpi to oe 5'I5 onnsoled e- 3 /ir Ttnnteace. 5. Fasteners wilt oe :omen steel nitre onto coatings, or Tee Gone. minimum emolument must S astent vD c sn C' 711�7'l7 n t. S. t 0.C. mew '1g pt 5 from rods and 16 1 / X P.:. .toe Dom.. X P.T. wood dock (shorn) ono steel name? resDOnsioil*1 0 others. Suer must witnswnd boos (manse el wine .apes anc oaring *menu. E. 6e0 numbs'. Tee' Stet: Deleon pressure: Wettr list DI'!'tsurt' Mat 16026 54 5/5' I 9C' 500 x :0.4C oaf Wt., 16c.^ 45" , �- ' /_• 50.6 »1r 10.•0 0e= teLe testa. 1 /°' , •t 1/r 50.' or r f.::* SO.:, ost / -60.0 Ds! r '!; 32 t/_ 85.0 D5 • r 1/z• SPAZ11w' MALI. eNP Ar14 me /IICK >ART. eirrau 101!! l �"/4 5 =ACING MAX I /C' SDACIIh.3 s'AX. I I /10 X t :/e P.h. 5.61 »1 11 SUCK DIMENSION MASONRY OPENING 1/1 OOZING MAX 8110K DIM. _ —1 FKRA Mat Kral HOW Slaara3 FILD °OUZO IMMII . 14146 MOM is =IwoNM111 tWri RJSOR NUM CM o1sxt o ll swum Pam: WNW ulig. terwlei 0.46 .f 2 1 ) 1 VO/ Yo/ • "• or V v .• METROPOUTAN DADE COUNTY. FLORIDA METRO.DAOE FLAGLER BUILDING BUILDING COOS COMPLIANCE OFFICE METRO-DADE FLAMER BUILDING 10 WEST FLADLER STREET. SUITE 1e03 MIAMI. 33130.155.1 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAx FLORIDA A a7s• 3754901 Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac, FL 33321 Your application for Product Approval of Series 4500 13/4" x 41/2" Flush Glazed Alan>livani Window Wall System under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in die plans, specifications and calculations as submitted by John C Olson, P.E., along with Miami Testing Laboratory, Inc. Test Report No. MTL 15822 dated January 10, 1994, signed and sealed by John C Olson, P.E. 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 Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. 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 Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that 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- 0331.01 Expires:03/28/98 THIS IS THE COVERSHEET, 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 and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/15/97 . )' PRODUCT CONTROL DIVISION (305)375.2!02 FAX (305) 3724339 ul xoattguez Product Control Supervisor Director Building Code Compiiartce Dept. Metropolitan Dade County Internet mail address: po atmastsibpulldinpcodeontine.cem 410 Remsppe: htIPJ /www.euiidenecodaontine.eom Areb Alundnuen do Glass Cu. DESCRIPTION OF UNIT MODj;L DESIGNATION Series 4500 1 3/4" x 4 1/2" Flush Glazed Aluminum Window Wall System OVERA L SIZE: 8' - 0" wide x 8' - 0" high CAU3IONN: Elevation must be reduced in the coastal construction zone C0NFICURATIOx: 0/0 , 0/0 No. & SIZE OF PANELS : Four, each with a clear opening of 45 3/8" wide by 45 3/8" high. GLAZING MATERIAL: 1/4" tempered glass. GLAZING METHOD: Pocket glazed from the exterior using a vinyl wedge between glass and aluminum. An extruded aluminum glazing bead at bottom of each light on the exterior, each with a vinyl wedge between glass and bead. WEEPHOLES• Nonc. MIU TES• None. MULLIONS: One vertical mullion, 1 3/4" wide by 96" long at midspan of frame. Two horizontal mullions, 1 3/4" wide by 45 3/8" long at midspan. $ INFORCEMENT:, None ACCEPTANCE No.: 97- 0331.01 APPROVED = MY 1 5 1597 EXPIRES • 03/28/98 • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS /i ASSIGNED ACCEPTANCE MARIUNGS ADDITIONAL DESCRIPTION: Equal leg type frame. Two #8 x 1" PHPSMS fastened thru splines in horizontal members are used at each joint to secure vertical mullion and jambs. All joints on interior and exterior are sealed. AAMA 101 -93 "Dade County Product Control Approved" M I Perez. P.E. P1ans,8xaminer 11 Prod Control Division 'EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE 76.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE 76.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 (No Leakage at) 10.40 PSF AIR INFILTRATION ® 1.57 PSF ASTM E283 (<0.15 CFM/FT ) 0.09 CFM/FT FORCED -ENTRY RESISTANCE (F.E.R.) - N.R. - Dea Pressure ign 50.66 PSF 1 Arch Aluminum jnd Gills Co, ACCEPTANCE No.: 97- 0331.01 • WY 1 5 iv9i • APPROVED EXPIRES : 03/28198 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1, G -2a- RESULTS: SCREWS AND METHOD OF ATTACHMENTt Sill : 014 x 3" Wood Screws or 1/4" x 2 1/4" Tapcons Header : 0 14 x 3" Wood Screws or 1/4" x 2 1/4" Tapcons 16" on center, typical Jambs : M 14 x 3" Wood Screws or 1/4" x 2 1/4" Tapcons ,MOTE: Please see Note 4 11. Pie 3 All at 4" from each end and This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Subsection 2309.2 (b) of the South Florida Building Code. Menu Perez. P.E. Plans Ex Produ Control Division er Il Area Aluminum ‘_Glass So�anr ACCEPTANCE No. : 17- 0331.01 APPROVED • SW 1 5 1997 EXPIRES : —MKS — Noma OF ACCEPTANCE: STANDARD CQj4DITIONS I . Renewal of this Acceptance (approval) shall be considered after s renewal application has been filed and the original submitted documentation. including test supporting data, engineering documentk are no older than eight (1) years. 2. Any and all approved products shall be peemaaauly labeled with the manufacturer's name. 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 win not be considered it ' a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not ht compliance with the code changes; b) The product is no longer the same product (identical) u the o originally approved; c) If the Aeceptomw holder has not complied with all the requirement's of this acceptance. including the correct installation of the product; d) The engineer who originally prepared. signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manutbcture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the fling of a revision application with appropriate tee) and granted by this office. 5. Any of the following shall also be grounds ibr removal of this Acceptance: a) Unsatisfactory performance adds product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. Irony 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 distn'butors and shall be available for inspection at the job site at all times. The copies need not be resealed by the 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(s) and this last page 3. 10. Item= jO.11 & j2 listed below only apghr to glazed oroductund doors 1 1. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 12. 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 pans of the frame, shall be as indicated in Section 4 of this Notice of Acceptance. but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate 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. • 13. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 e South Florida Building Code. END OF THIS ACCEPTANCE U -3. Man Prod Perez, P.E Plan ontrol Division r 11 METROOADE BUILDING CODE COMPLIANCE OEPARTINENT SUITE 1603 METRO.OAOE FLAGLER BUILDING 140 WEST FLAGLEA STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33131583 (305) 3752901 FAX (305) 3752908 Stanley Door Systems 1225 E. Maple Troy, Your application for Product Approval of: Series Sta -Tru -Steel Cladding Foam Filled Swing Wood Door (Deadbolt Lock) 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, Stanley Door Systems along with Miami Testing Laboratory, Inc. test report No. MTL 16201 dated: August 22, 1994 and test report No. MTL -16065 dated April 1 5, 1994 both signed and sealed by Ernest E. Mitchell, P.E. 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 be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0928.03 (supersedes No.: 94- 0714.04) Expires:08/31 /98 Approved: 11 /10/94 MI 48084 METROPCLITAN OADE COUNTY. FLORIDA METRO.OADE FLAGLER BUILDING roduct Control Division Supervisor THIS IS THE COVERSHEET, 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 and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept -1- Metropolitan Dade County 07322 (4205) Stanley Door System DESCRIPTION OF UNIT -2- ACCEPTANCE No.: 94- 0928.03 NOV 1 0 19 9 4 APPROVED EXPIRES ► • 0 •►1 •► ASSIGNED ACCEPTANCE MARKINGS Impact Test PA 201 -94 Cyclic Wind Pressure Test PA 203 -94 MODEL DESIGNATION: SFBC 3603.2 -76 Dade County Approval # 94- 0928.03 Series Sta -Tru; Steel Cladding with Flush Expires: August 31, 1998 or Embossed Paneled; Foam Filled Inswing or Outswing Entrance Door (Deadbolt Lock) OVERALL SIZE; 37 3/8" wide by 81 1/2" high 6" deep CONFIGURATION : X No. & SIZE OF PANELS: One; 35 3/4" wide by 79" high 1 11/16" thick. WEATHERSTRIPPING: Vinyl compression weatherstrip on each jamb head. An applied dual vinyl durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid base with three flexible flaps; one 0.4" long, one 0.48" long and one 0.60" long. One neoprene pad at bottom of hinge jamb, fabricated to fit frame. One 1 11/16" x 2" closed cell urethane foam/polyethylene jacket pad at bottom of lock jamb OR single row of vinyl flap with magnetic strip in frame head and the left (lock stile) frame jamb. Single row of vinyl flap in right (jamb stile) frame jamb. An applied dual durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid base with a double flexible flap toward the interior edge and a flexible bulb with a single flap at exterior edge. One neoprene pad at bottom of left frame jamb, fabricated to fit frame. One 5/8" by 1 1/2" long closed cell foam pad at bottom of right frame jamb. OPERATORS & LOCATIONS: One metallic throw bolt lock at panel lock stile, 40 1/4" from bottom, key operated on the exterior and turn knob at panel lock stile, 34 3/4" from bottom, key operated on the exterior and thumb turn knob on the interior. One slide bolt at the top and bottom of panel lock stile mounted to door with three #7 x 1 1/2" screws and 3/8" spacer on swing out doors with two #8 x 2" screws in slide bolt strikers. Three standard 4 x 4 butt hinges located at 8 1/8 ", 39 1/8 ", and 70 1/8" from bottom of door of hinge installed on the frame jamb with eight #9 x 5/8" long flat head screws and four #9 1/4" long flat head ws (Two in top hinge, one in center and one in the bottom). Deadb t L ! i - r or equiv ,ent. Gil Diamond, P.E. Product Control Division Supervisor : August 31. 1998 Stanley Door System' • 1 • -2a- ACCEPTANCE No.: 94-0928.03 APPROVED : NOV 1 0 1994 EXPIRES : August 31. 1998 WEEPHOLES; None MUNTINS: None FRAME CONSTRUCTION; Header and jambs are 4 9/16" Ponderosa Pine or equivalent. METAL SKIN THICKNESS; .018" steel skin. THRESHOLD; Extruded aluminum 1 1/4" height x 6" width with thermal break. REINFORCEMENT : None ADDITIONAL DESCRIPTION: Equal leg type frame. Unit tested using an aluminum threshold with thermal break in the frame sill. Strike plate secured to frame using three No. 10 by 2 1/2 "OR two #8 x 2" installation screws. The product markings are located on the hinge side of the door at mid height OR at midspan of frame sill. jNSTALLATION OF JAMB AND STRIKE PLATES; Hinge side of jamb is installed with four #8 x 3" long screws at 6 1/8 ", 37 1/8 ", 68 1/8 ", and 76 1/8" from bottom. Lock side of jamb is installed with four #8 x 3" long screws at 2 1/4 ", 28 1/8 ", 53 1/4 ", and 79 1/4" from bottom. Slide latch strike plates installed with two #8 x 2" screws. Throw bolt strike plate installed with two #8 x 2" screws. Door latch strike plate installed with two #8 x 2" screws OR strike plate secured to frame using two No. 10 x 2 1/2" installation screws. SLAB CONSTRUCTION: Entry door 1- 11/16" thick. .018 steel skins. 1.219 width of wood on top and bottom rails and on latch stile. 2 -3/4" x 12.00" lockblock. .938 thick hinge stile. Skins fastened to stiles and -rails with neoprene base contact adhesive. Slab painted with grey or white primer (thermoset waterborne acrylic). Core is polyurethane fill. Gil Diamond, P. Supervisor Product Control Division TEST TEST LOAD DESIGN LOAD UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +80.0 PSF +53.33 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202.94 NEGATIVE -105.0 PSF -70.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 6.50 PSF +43.3 PSF AIR INFILTRATION Q 1.57 PSF ASTM E283 ( <0.37 CFM/F ') 0.09 CFM/FT' FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) MTL -16201 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY MTL -16201 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE • +69.0 PSF +53.08 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -91.0 PSF -70.00 PSF Design Pressure Rating (Positive) +43.3 PSF Design Pressure Rating (Negative) -70.0 PSF INSTALLATION: Stinl SDoor ystem SCREWS AND METHOD OF ATTACHMENT; SILL : None HEAD : None Note: Please see note #11. Page 3 -2b- ACCEPTANCE No.: 94 0928.03 APPROVED EXPIRES • 1t r .► NOV 1 01994 : August 31. 1998 JAMBS : #10 x 2 1/2" FH Wood screws at a max. of 6" from corners and 24" apart. OR # 8 x 2" FH Wood screws at a max. of 6" from corners and 24" apart. (4) #9 x 2 1/4" FH Wood screws at hinges. A copy of this approval as well as manufacturer's installation instructions shall be provid . to the permit applicant by the manufacturer or his distributors and s ' lable for ins do - at the jobsite at all time. Gil Diamond, P.E. Supervisor Product Control Division Stanley Door System TYPICAL ELEVATION; APPROVED EXPIRES •• •\1 •\ 4.2/4' Yr,. TT,. TT►. 4.3/4• TT/. mama TT,. ACCEPTANCE No.: 94- 0928.03 us[ .1 x 3• SCn[H rap NOUNT ua 000n .wm (1.1/4' SECTION) TO 2 ,O4INAL ss -!uC( ( ) nL0'o. (S.P ..ILD ST OTK ). Nov 101994 : August 31. 1998 This approval applies to single unit applications only, as shown above. Units with dimensions smaller than those shown above shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted only thru comparative analysis approved by this Department. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. 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 considered compatible shall be properly protected. This revision supersedes Notice of Acceptance No. 94- 0714.04 dat , 1994. -2c- it Diamond, P.E. Supervisor Product Control Division NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTq 1. For multiple window installations, approved mullion drawings and calculations must be fled with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled. giving the manufacturer's name. Dade County Product Control Aporoval Number. aooroved elevation and date of exoiratioq. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5 Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or charge. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with iNSII,AA`L4 101 -33 or for wood window unit by ANSI/N. WWDA 2 -37 and sliding doors ANSUNWWDA I.S. 3 -3 and swine doors ANSI ArZVDA I.S. 3 -33. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a maNiaum of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 314" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 3 for first and second floor installations and No. 10 for all other floors above the first and second floors. Revised 5 -20 -92 -3- l 1, rr ./ it Diamond, P.E 'roduct Control Division • Supervisor IMPOR Final Installation and Painting Instructions FOR W P n N oor tro a PU AB and SQUARE. install t 2' ANCHOR SCREWS In is Oro rat of by trod. and one sonny awn In M Irmo rat tie mare. one tom= from as roan. To mortar a 20 trim. ti rain, trmaron of two lour Nona s Hearse. P A I N T I N G • .nu Sdriay wary door Ras a tadory roar prim War Orin. Pinup r nol rteprtrnrtd.d. • earns appryro a Irian paint wipe She door o ral pmo.nrtao.s man at wry dot or d.ona. • Ursa Win paint Irian parr t,e wade or your doe ran a enary asaror tea Data and to nape rrrn • purr Um part. • The arts+..a door scram r,ca,drap daoorr Sr tilt arrow art w (turd nra a para.a 00 NOT PAINT WEATHERSTRIP. C A U T I 0 N • Do not use parts cotatro trr..d sal. Wow ar alkyd trio* NoWrnaa. • 0o not paint warmaralrlp and do not date door toil port is dry Ws pars morraaowrars spNtiAo.rarr err mown= dnrio gnat. • Do rot tae dart colored part racer • =en door wan on reap door Inca has prow danmrrra or moor. ran Sun .morns can cam a orarai naat tArdalp vetch may dlabrt is Inn. Failure to follow Pr_Rar installstlan trfatruottona and/or foams to paint door. window trim, dsooratlro trim lad lamb wlt/Hn fd dsyo of Instillation all void warrand. STANLEY DOOR SYSTEMS Try, Y *IMO TAa ftarialr Works Part MIN. 267201 BEY. L 410 Sfmlcy Door Systns Ural 5.+..' aroma tart•∎•• I Nor Mad Owl Michigan Tall./ per KIM CIA Atria tun +r o. arms to Nr r awl SIItl Art Ile 10014441 wa are r..a larrrr a rraa In rfa. r 110110E IP T113 DOOR IS GLAZED 04 ANY WAY. THE FIRE RATING SPECIFIED 13 NO LONGER VAUD. 251271 Stanley Door Systems Troy, Michigan o Southwest Research Imtitme 21) Minute Rated Wood Frame t San Antonio. Texas For use in wood, steel stud and masonry to NER QA-409 walls. Must be used with fire rated floor a SWRJ Reference No. 9203E-07 and hardware. • I X 1 L s L86S0 of %I tnvaa STA -TRU THRESHOLD 'SWING -IN' STA -TRU WEATHERSTRIP HEADER. MAT'L.: MAGNETIC W /VINYL JACKET. JAMB. HEADER 4-9/16' MAT'L: PONDEROSA PINE OR EQUIVALENT. CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. WEATHERSTRIP. HINGE REF. SEAL -HINGE MAT'L: EPOM FOAM W/ SELF ADHESIVE BACKING BRICKMOLD (OPTIONAL) HEADER: 1 -1 /4' X 2.0' MAT'L: PONDEROSA PINE OR EQUIVALENT. WEATHER - STRIP: HEADER. SECTION B - B CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. SEAL -LATCH MAT'L.: EPOM FOAM WEATHERSTRIP. LATCH. REF. STA -TRU THRESHOLD OPTIONAL 'SUING -OUT' BOTTOM SEEP MAT'L: DUAL OUROHETER VINYL. STA -TRU THRESHOLD OPTIONAL 'SWING-OUT' THRESHELD MAT'L: ALUMINUM W/ THERMAL BREAK. STA -TRU THR: 'SWING-IN' SLAB - EN, STA-TRU: 1- 11/16' .021 STEEI 1.219 WID PERIMETER (STILES Ar 2 -3/4' X SKINS FAS AND RAILS BASE CONT. CORE 1 S P1 SLAB SIZE 2/6X6/8 2/8X6/8 2/10X6/8 3/0X6/8 SCREW. s8 X (SUPPI 'FOR 1 SEE Sr UCT I ON DEA08OLT - 100 SERIES. OR EOUIVAL€ LOCKSET - ' A' SERIES 1/2' LATCH MOUNT STR16 SCREWS. WEATHERSTRIP. HIND. REF. SEAL - HINGE MAT'L: EPOM FOAM W /SELF ADHESIVE BACKING CAULK. LATEX. EXTERIOR JOINTS At UNDER MIRESHOLD 6 51 WF£ MOW X 1-: AND ( BOTTOM 5 MAT'L.: DUAL DM:MI VINYL. CAILKED KERF AND STAPLED.W /t4) lr STAPLES. DO NOT SCALE THIS DRAW RIP. LATCH ATCH EPDM FOAM SHOLD RY DOOR: HICK. SKINS. H OF WOOD ON X 1.640 THICK. D RAIL). 2.00' LDCKBLOCX. ENED TO STILES WITH NEOPRENE ,CT ADHESIVE. ILYURETHANE FILLED. 29.75' X 79.00' ▪ 31.75' X 79.00' 33.75' X 79.00' = 35.75' X 79.00'. MOUNTING • (8) REO'D . IED BY OTHER) ADE COUNTY APPROVAL ECIAL MOUNTING INSTR- IDE BOLT REW1 WITH (3 ,7 /2 INTO OP OTTOM RAIL. STRIKER WITH 8 X 2 -1/2' WEEP 5.500 34.750 L • BRICKHOL CAULK.LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. NTFLAGE l' THROW NT. -` &AGE 2 -3/4' BACKSET THROW OR EWIVALENT. E PLATES W /e8 X 2 -1/2' JAMB. LATCH (SEE HEADER) WEATHERSTRIP: LATCH 2.250 28.000 STA -TRU WEATHERSTRIP: LATCH. MAT'L.: MAGNETIC W /VINYL JACKET. 2/6 - 35.500 2/8 - 37.500 2/10 - 39.500 3/0 - 41.500 * VN V I I; ` `I1114 s ` IAN 11 1 ' 1 �., ,s: 2/6 - 31.500 2/8 - 33.500 2/10 - 35.500 3/0 = 37.500 SECTION A - A FRAME I.D. LABEL ON HEADER. B FLUSH EMBOSSED 15/16' TYP . 1 3 I TYP . L_____® STA -TRU WEATHERSTRIP: HINGE. HAT'L.: VINYL COMPRESSION. ER SEAL-LATCH L— SEAL -HINGE MOUNTED 2' X 1/2' NOTE : ALL EXTERIOR JOINTS TO BE CAULKED. ICKMOLD JAMB. HINGE (SEE HEADER) WEATHERSTRIP: HINGE 2.000 2.000 DOOR 1.0. LABEL ON EDGE OF DOOR. 2.000 2.000 — I N G TOLERANCES ON FRACT I CNS t 1 /64 . DECIMALS 3.015 . AIJGLES t 1 ' . LNL.E5S D TI -1 I SE SPECIFIED. m - owo •CDOr N 70W M •+ �aowo ( <mUm cn<.v1. PRODUCT APPROVAL NO. MATa 7 AL- REVISIONS DEBER PT I DN I EPR I BY RELEASED HINGE 4' X 4' .088' STEEL W/ .234' DIA. STEEL PIN. (3) REO'0. ATACHMENT SCREWS: TO DOOR: ( 12),9 X 1.0' STEEL SLAT HEAD SCREWS. TO JAMB: ( X 5/8' AND (4)19 X 2 -1/4' STEEL T HEAD SCREWS. DATE 1 ACTUAL PRODUCT MEETS OR EXCEEDS II PRODUCT OF ACCEPTANCE THROUGH THE NOTICE USE OF MATERIALS I I II AT OR GREATER THAN THOSE TESTED �I -106.0 -70.0 UNIFORM STATIC AIR PRESSURE- POSITIVE SFBC PA 202 94 UNIFORM STATIC AIR PRESSURE- NEGITIVE SFBC PA 202-94 WATER RESISTANCE ASTM E547/E331 TEAT 80.0 .53.3 8.50 .43.3 MST 0[SIat1 LOAD LOAD POF POF DADE COUNTY STANLEY DOOR SYSTEMS DIVISION OP - RTA LL7 WORKS TROY. MICHIGAN PRODUCT ENGINEERING P# 1 ' ^'A'..c STA-TRU: P/H ENTRY DOOR W /0-BOLT t SURFACE BOLTS RED :MENDED ASS'Y t INSTALLATION INSTRUCTIDe OF PM UNIT. pig 7 -7 -91 1:a.rn r. 0ATie AS NOTED 0598 NO 05987 NONE l ONMV WV OAT= oKO OAT= OMAW I No GA Yie 05987 D IMPORTANT Final Installation and Painting Instructions FOR NEW =INSTRUCTION DOORS WITH WOOD FRAMES MVtt' Ooor user PtUISB are SOUAFIE. Ir I too 2're ANCHOR SCREWS In Po lamp Pal at lop lint. and dn• sorra act 1 Ma I.no Mt of e» mdam are! toaorn h /1gN as shown To nerian a 20 mime to tsars, an aPoon d Merle tour screws s rested. P A I N T I N G • ram Sordey shay door has a Parry weed MOW tuTrr owe peraq IS not • Wore apptyrq • frith tint se m tit ooh and i np.artaota own at any dust or Qatari •Using loam print Koh paint the aaacle of your door mil a aasty aoanor taws ogre are h Imo* veal • army one part • no mlphta door artam to ludrq Omen - fee Men. uvulae. Vim. and Irmo molt to p romd DO NOT PAINT WEATHERSTIIP C A 11 T I 0 N • Do rot use odes oorsanin0 trots of, Mow or alkyd tamed .orients. • Oo not oars eertherartP and do not dome door unit pant Y dry lees past maeasrtsers roacivaorr orr rnrwarn Crying aural. • Oo rot toe dark cororsd pert andror • porn' door lath an entry door neat het rim= datttrrere or woo. ten Su' amdarm can caw seaside heal tulorp winch airy Mow the men F tar. to /oNoof Prvpar taeianabon 6amtrtvotione ant!/or fakiuna to paint dear, window bins, demist's' heir and {amb within 46 dare of Inetaltetfan will rind 'arerrenpr. STANLEY DOOR SYSTEMS Tram r •T1ts0 The Etrankse works Pert No Hat 203700 BEV. a. 4 /90 Stalky Door Systems U MW They, Michigan S � A Ts= II lama Yea 0.1 fin Uri 0... Tumid r Arlan 11.413. +r tm tam a Mime In Hsi ?GM 04 s w at K afe► 41a1 w a r r a.rr.e w Rom an rims 1Q101 F THIS DOOR tS GLAZED 111 ANY WAY. THE FIRE RATING SPECIFIED tS NO LONGER VALID. 251271 Southwest Research Institute San Antonio. Texas NER QA SWRI Reference No. 92033-03 Stanley Door Systems Troy, Michigan 20 Minute Rated Wood Frame Forme in wood, steel stud and masonry walla_ Must be used with Cure rued door and hardware. 0 U) N 1 dD l 1.3F6 L86S0 'CH Ohl trfaCt CAULK. LATEX. EXTERIOR JOINTS AND UDDER THRESHOLD. WEATHERSTRIP. HINGE REF. SEAL -H1NGE MAT'L: EPOM FOAM W/ SELF ADHESIVE BACKING STA -TRU THRESHOLD 'SWING -IN' °ut STA -TRU WEATHERSTRIP: HEADER. MAT'L.: MAGNETIC W /VINYL JACKET. JAMB. HEADER 4 -9/16' MAT'L: PONDEROSA PINE OR EQUIVALENT. BRICKMOLD (OPTIONAL) HEADER: 1-1/4' X 2.0' NAT'L: PONDEROSA PINE OR EQUIVALENT. I 82.875' WEATHER- STRIP: HEADER SECTION B - CALUK.LATEX. EXTERIOR JOINTS AND DOER THRESHOLD. SEAL-LATCH MAT'L.: EPOM FOAM STA -TRU THRESHOLD OPTIONAL 'SWING -OUT' STA -TRII THRESHOLD OPTIONAL 'SWING -OUT' BOTTOM SWEEP NAT'L: DUAL OUROMETER VINYL. THUD MAT'L: ALUMINUM W/ THERMAL BREAK. B WEATHERSTRIP. LATCH. REF. WEATHERSTRIP. HINGE: REF. WEATHERSTRIP. LATCH REF. .- MAT'L,: EPOM FOAM STA -TRU THRESHOLD 'SWING-IN' SLAB - ENTRY 000R: STA -TRU: 1-11 /16' THICK. .021 STEEL. SKINS. 1.219 WIDTH OF WOOD ON PERIMETER X 1.640 THICK. (STILES Atm RAIL). 2 -3/4' X 12.00' LOCKBLDCK. SKINS FASTENED TO STILES AND RAILS WITH NEOPRENE BASE CONTACT ADHESIVE. CORE I5 POLYURETHANE FILLED SLAB SIZES: 2/6X6/8 - 29.75' X 2/8X6/8 31.75' X 2/10X6/8 - 33.75' X 3 /0X6 /8 • 35.75' X SCREW, MOUNTING se X (8) RE0•0. (SUPPLIED BY OTHER) 'FOR CAGE COUNTY APPROVAL SEE SFECIAL MOUNTING INSTR- UCTIDNS'. DEEADBLLT - SCH AGE -� 100 SERIES. 1' THROW OR EQUIVALENT. LOO(SET - SCHi.AGE A' SERIES 2 -3/4' BAO6LT 1/2' LATCH THROW OR EOJIVAL.ENT. MOUNT STRI) E PLATES W /s8 X 2 -1/2' SCREWS. SEAL -HINGE MAT'L: EPOM FOAM W /SELF ADHESIVE BACKING CAULK. LATEX. EXTERIOR JOINTS AND UDDER THRESHOLD SLIDE BOLT WHEN REDUI ) M WITH ( MOUNT MOUNT s7 X 1 -1/2 INTO `OUP AND BOTTOM RAIL. MOXNT STRIKER WITH (2) 0 X 2 -1/2' BOTTOM SWEEP MAT'L.: DUAL DURQ£TER VINYL. CAULKED KERF MOUNTED AND STAPLED.W /(4) 1,2' X 1/2' STAPLES. 79.00' 79.00' 79.00' 79.00'. 1 5.500 34.750 BRI CKMOL CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. JAMB. LATCH (SEE HEADER) WEATHERSTRIP: LATCH 28.000 STA -TRU WEATHERSTRIP: LATCH. MAT'L.: MAGNETIC W /VINYL JACKET. 2.250 26.000 1 1/4 SEAL -LATCH FLUSH 2/6 - 35.500 2/8 - 37.500 2/10 - 39.500 3/0 - 41.500 2/6 - 31.500 2/8 - 33.500 2/10 - 35.500 3/0 = 37.500 SECTION A - A FRAME I.D. LABEL ON HEADER. 1 EMBOSSED 15/16'I TYP. 13 STA -TRU WEATHERSTRIP: HINGE. MAT'L.: VINYL COMPRESSION. SEAL -HINGE NOTE : ALL EXTERIOR JOINTS TO BE CAULKED. JAMB. HINGE (SEE HEADER) WEATHERSTRIP: HINGE t A 2.000 DOOR I.D. LABEL ON EDGE OF DOOR. 2.000 2.000 ICKMOLO 2.000 DO NOT SCALE THIS DRAWING TOLERANCES oN FRACTIONS * 1 /64.EECIMALS t.015.ANGLES :1• ULESS OTHERWISE SPECIFIED. 05987 REVISIONS DEEICRIPTICal Ent I'OATE RELEASED HINGE 4' X 4' .088' STEEL W/ 234' DIA. STEEL PIN. (3) REO'D. ATACHMENT SCREWS: TO DOOR: 12)s9 X 1.0' STEEL FLAT HEAD SCREWS. TO JAMB: C s9 X 5 /8' AND 89 X 2-1/4' STEEL T HEAD SCREWS. ACTUAL PRODUCT MEETS DR EXCEEDS PRODUCT NOTICE OF ACCEPTANCE THROUGH THE USE OF MATERIALS AT OR GREATER THAN THOSE TESTED. • \ o N O �D 1-wocro r <m U) m < .1n PRODUCT APPROVAL N0. MArea 1 AL 105.0 UNIFORM STATIC AIR PRESSURE- POSITIVE +80.0 SFBC PA 202-94 UNIFORM STATIC AIR PRESSURE- NEGITIVE SFBC PA 202 - 94 WATER RESISTANCE ASTM E547/E331 TEST AS NOTED •53.3 -70.0 6.90 '43.3 1w DIDION ar P1► DADE COUNTY STANLEY ODOR SYSTEMS DIVISION a THE •TAPN-LY WORKS TROY. MICHIGAN PRODUCT ENGINEERING r•A..Y n.AmK STA-TRU: P/H ENTRY 0038 W/0 -BOLT 1 SURFACE 80._T5 R#CCSIMDDED AS5'Y t l6TALLAT1ON 1NSTRUCT1I 8 OF P/N WIT. D • METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Co., Inc. 5795 N.V. 36 Avenue Miami FL 33142 Your application for Product Approval of: 20 ga. Galvanized Steel Storms Paine/ 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. 95 -331, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) 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 Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. 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 Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that 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.:96- 0509.02 (Revises No.: 95- 0712.02) Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE CbM61PTTEE Expires:02 /16/98 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. Approved: 08 /22/96 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 INTERNET: mdcc0l @shadow.nel PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 am ts anger, Director Building Code Compliance Dept. Metropolitan Dade County .I Co. Inc. 1.1 1. DESCRIPTION 2 ACCEI'TANCE NO.: 96 - 0509 02 APPROVED : AUG 2 2 1996 EXPIRES : February 16, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. steel storm panel designed to comply with the 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 Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -331, Sheet 1 of 6, using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A446 Grade D, (Fy = 50 ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G60. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, 3.235" x 2.329" x .062" H- header, 2.0" x 2.0" x .062" U- header, 2" x 2" x .093" studded angle, 1/8" thk. x 2" x 2" or 3" or 4" or 5" build -out angles, 2.94" x 1.186" x .062" thk. T -track with 3.310" x .045" thk. spring clips 2.4 Tested specimen: Dimensions: 49.75" wide x 68" long overall - 1 specimen for wind load 49.75" wide x 101" long overall - 6 specimens for impact and cyclic load 49.75" wide x 136" long overall - 1 specimen for impact Toad 49.75" wide x 136" long overall - 1 specimen for wind load 49.75" wide x 101" long overall - 3 specimens for wind Toad 49.75" wide x 104" long overall - 2 specimens for impact and cyclic load 49.75" wide x 144" long overall - 1 specimen for impact load 49.75" wide x 144" long overall - 1 specimen for wind load 39.0" wide x 104" long overall - 1 specimens for impact and cyclic load 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a Maximum Design Pressure rating of (±) 72 PSF and a Maximum Panel Span/Height of 8' -5" or (101 "); Detail K- Soffit Connection Mount; Detail L- Alt. Soffit Connection Detail, Detail M & Q -Angle Build -Out Mounts, Detail N- Pass Thru Detail Mount, Derail & P -Edge Mount Details, Sheet 5 of 6; Detail R- - Header Mount, Detail S -Angle to U- header Build-Out, Detail T- Assembly Mount, Detail V -2" x 2" Alum. Tube Build -Out, Detail W- Storm Panel Support Beam, Detail X- storm Panel Build -Out, Sheet 6 of 6, Drawing No. 95 -331. 3.2 The following mounting condition shall be limited to a ar'nr un I „Ai , s. u• r. tin ( ± J 72 PSF and ajl'faximum Panel Span/Height (If 6' -0 "" or (72 ") ' * et ' 1- Atl. Wall Mount w/ Spring Clip, Sheet 3 of 6, Drawing No. 95 -331. Orlando lanco, P.E. - Plans Examiner 11 Product Control Division t-Uurst Awning Co., Inc. 3.3 la - 2a - ACCEPTANCE NO.: 96- 0509.02 APPROVED AUG ? 2 1996 EXPIRES : February 16. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Li 1 II 11 • S •l • • • • • w i a• 2 it from Glass Schedule" Sheet 3 of 6. Dwg. No. 95 -331. 3.4 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.5 Special Requirement: See Typical Elevations, Sheet 1 of 6, Drawing No. 95 -331 3.5.1 Panel Types I & II with spans Tess than or equal to 48" shall not required reinforcing stitch bolts at overlaps. 3.5.2 Panel Types I & 11 with spans greater than 48" in length shall be reinforced at midspan by either: a.) a 1•" x 1" 16 ga. steel tube extending the whole width of shutter attached with I/4 " -20 x 3 -1/2" bolts w /die cast alum. washer wing nut spaced at 12" o.c. or b.) 1/4 " -20 x 1" sidewalk bolts w /die cast alum. washer wing nut or jacknut spaced at 12" o.c., depending on the separation from glass required as shown on "Typical Elevations" Sheet 1 of 6 and Table 2 "Min. Separation from Glass Schedule" Sheet 3 of 6, Dwg. No. 95 -331. 3.5.3 Panel Types III & IV shall require no reinforcing stitch bolts at overlaps. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Direct Wall Mounts: (A) (CONCRETE /MASONRY /WOOD): The panels are secured directly to the wall at the head and sill, with 1/4" x 7/8" Rawl Calk -in anchors; or 1/4" diameter ELCO Female 'PanelMate' anchors; or 1/4" diameter ELCO Male 'PanelMate' anchors; or 1/4 " -20 ITW Epoxy anchors; or 5/16" wood bushing with 1/4 " -20 x t" SS sidewalk anchor; spaced 6" o.c for Panel Types 1 & II and 12" o.c for Panel Types II & IV, as shown on Section F- "Direct Mount Detail ", Drawing No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Wall Mounts: (A) (CONCRETE /MASONRY): The panels are secured to an 'I-I'- header (Part 2), at the head and attached with 1/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel Types I & 11 and 12" o.c. for Panel Types III & IV, to continuous aluminum studded angle (Part 6) at the sill, both the header and sill angle are anchored to the wall using the approved tension anchors as shown on Detail A- • "Wall Mount Section ", Sheet 2 of 6; or the panels are secured to a continuous 'F' track (Part 7) at the header and sill with I/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel ypes 1 & 11 and 12" o.c. for Panel Types III & IV, the header and sill tradkts are anchored to the wall using the approved tension Orlando lanco, P.E. - Plans Examiner 11 Product Control Division D urst Awning Co.. Inc. ACCEPTANCE NO.: 96- 0509.02 APPROVED : AUG ? 2 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS EXPIRES : February 16. 1998 anchors as shown on Detail 1-1- "Wall Mount Detail ", Sheet 3 of 6; or at the sill panels are secured to a continuous T -track with (2) 1" wide spring clips spaced 6" o.c., the sill track is then anchored to the wall using the approved tension anchors as shown on Detail I- "Alt. Wall Mount w/ Spring Clip ", Sheet 3 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): The panels are secured to an 'H'- header (Part 2), at the head and attached with 1/4 " -20 S.S. x 3/4" bolts, spaced 6" o.c for Panel Types 1 & 11 and 12" o.c. for Panel Types 111 & IV, to continuous aluminum studded angle (Part 6) at the sill, both the header and sill angle are anchored to the wall using the approved tension anchors as shown on Detail D- "Wall Mount Section ", Sheet 2 of 6; or the panels are attached at the sill to a 2" x 2" studded sill angle (Part 6) with 1/4 " -20 S.S. x 3/4" long studs spaced 6" o.c. for Panel Types 1 & 11 and 12" o.c for Panels Types 111 & IV, the sill angle is then secured to a continuous 2 x4 or 2 x 6 PT wood ledger plate with 1/4" x 1 -3/4" long S.S. lag screws spaced 12" o.c. with a min. 1 -1/2" penetration into wood ledger, the PT wood ledger plate is then attached to the wall with (2) 1/4" x 4 -1/2" long lag screws spaced 24" o.c. as shown on Detail E - "Wall Mount Section (Bottom) ", Sheet 2 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.3 Built -Out Mounts: (A) (CONCRETE /MASONRY /WOOD FRAMED ): The panels are secured to an U- header (Part 3) at the head, the header is then attached to a continuous 1/8" thick x 2.25" x 3 ". 4" or 5.25" (Part 4) built -out angle with 1/4 " -20 SS bolts spaced 12" o.c., and secured at the sill, to a continuous sill studded angle (Part 6) with 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types I & II and spaced 12" o.c. for Panel Types III & IV, the studded angle is then attached to a continuous 1/8" thick x 2.25" x 3 ", 4" or 5.25" (Part 4) built -out angle with 1/4 " -20 SS bolts spaced 12" o.c., both of the build -out angles are then anchored to the wall using the approved tension anchors as shown on Detail C- "Build -Out Mount Section ", Sheet 2 of 6, or Detail G - "Alt. Build -Out Mount Section, Sheet 3 of 6; or Mounting conditions limited to Maximum Storer Panel Span Qj 8' -S" and - 2b - 7 per Detai /s M & Q ::The panels are secured to an U- header (Part 3) at the head, the header is then attached to a continuous 1/8" thick x 2" x 3 ", 4" or 5" (Part 4) built -out angle with l/4 " -20 SS .bolts spaced 12" o.c., and secured at the sill, to a continuous sill studded angle (Part 6) with 1 -20 SS bolts spaded 6" o.c. for Panel TypTs I & 11 and - spaced 12" o.c. for Panel Types 1II & IV, the studded angle is then attached to a continuous 1/8" thick x 2" x 3 ", 4" or 5" (Part 4) built -out angle with 1/4 " -20 SS bolts spaced 12" o.c., both of the build -out angles are then anchored to the wall using approved tension anchors as shown on , Sheets 2 and 4 of 6; or Mounting conditions linril t i "fa runne Slo rni Pauel Span o 8' - 5" j101 " and Orlan o 3Ianco, P.E. - Plans Examiner 11 Product Control Division Hurst Awninr? C In . ACCEPTANCE ANC1i, NO.: _ `)� l>>O9.0 . /I I •0 1r -2c APPROVED FAN IZES : .I cbritar\ _I(6, I99_$ NOTICE OF ACCEPTANCE: SPECIFI_ CONDITIONS Maximum Design Pressure Raiiue of (±j 72 PST . (CONCRI T L /MASONRY ONLY ,L per Detail S : The panels are secured to an U- header (Part 3) at the head. the header is then attached to a continuous 1/8" thick x 2" x 3 ". 4" or 5" (Part 4) built -out angle with 1/4" diameter thru bolts spaced 12" o.c., the build -out angle is then anchored to the wall with 1/4" diameter Rawl Calk -In anchors spaced 9" o.c. as sho‘N,n on Detail S- "Angle to U- header Build -Out ". Sheet 6 of6, at the sill , panels secured using any of the details shown on Sheets I thru 6 of 6. provided the above limitations are not exceeded: or Mounting conditions limited to Maximum Storm Panel Span of ti a► L ' nr nt ro ± 7 :'AUG ?2 1996 R T Orlando Blanco, P.F. - Plans Examiner!! Product Control Division R }' ONLY), per Details V & ,l': The panels are secured at header using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded and at the sill panels are secured to a continuous 2" x 2"N .093" studded aluminum angle (Part 6) with 1/4"-20 SS bolts spaced 6" o.c. for Panel Tvpes I & 11 and spaced 12" o.c. for Panel Types 111 & IV, the sill angle is then anchored to the wall thru a 2" x 2" x .055" aluminum ledger with 1/4" diameter Rawl Calk -In anchors spaced 6" o.c. as shown on Detail V- "2" x 2" Alum. Tube Build- Out ", Sheet 6 of 6; or at the sill panels are secured to a continuous 2" x2" x.093" studded aluminum angle (Part 6) with 1/4"-20 SS bolts spaced 6" o.c. for Panel Types I & II and spaced 12" o.c. for Panel Tvpes III & IV, the sill angle is then attached to a continuous 1/8" thick x 2" x 3 ", 4" or 5" (Part 4) built -out angle with 1/4" diameter thru bolts spaced 12" o.c., the build -out angle is then anchored to the %vall with 1/4" diameter Rawl Calk -In anchors spaced 12" o.c. as shown on Detail X- "Storm Panel Build- Out ", Sheet 6 of 6, Dray\ ing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.4 Inside /Ceiling Mounts: (A) (CONCRETE /MASONRY /WOOD): The panels are secured to an 'u' Header (Part 3) at the head and at the sill , secured to a continuous 2" x 2 "x .093" studded aluminum angle (Part 6) with 1/4 " -20 SS bolts spaced 6" o.c. for Panel Types! & 11 and spaced 12" o.c. for Panel Types 111 & IV, both the header and sill angle are then anchored to the wall, using the approved tension anchors as shown on Detail B- "Ceiling /Inside Mount Section ", Sheet 2 of 6 , Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.5 Soffit Mount: Mounting condition limited w Maximum Storm Panel Span oJ 8' -5" - 1101'1 and Design Pressure Rating of (±172 PSF (A) (CONCRETE /MASONRY): NOT APPLICABLE (B) (WOOD): The panels are secured to on 'u' [-leader (Part 3) at the head . - the header is , then anchored thru to a continuous 6" wide x 1/8" thick aluminum plate with two (2) 1/4" diameter lag screws spaced at 24" o.c. into framing trusses and /or rafters, use a third lag screw for panel . spans greater than or equal to 5' -6" (66 "). and one (1) 414 SMS intoal�rminum plate. between the framing members as shown on Detail K- "Soffit Connection Detajl� orthe panels arc secured to an 1-Iurst Awning Cu.. inc. ACCEPTANCE NO.: 96- 0509.02 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 'u' Header (Part 3) at the head , the header is then anchored to a continuous aluminum tube .062" thk. x 1" x 4" or I" x 6" or 2" x 4" or 2" x 6" with #14 SMS screws spaced 12" o.c., the aluminum tube is anchored with 1/4" diameter lag screws spaced at 24" o.c. into framing trusses and /or rafters, use a third lag screw for panel spans greater than or equal to 5' -6" (66 ") as shown on Detail L- "Alt. Soffit Connection Detail ", Sheet 5 of 6; at the sill , panels secured using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.6 Pass Thru Mount: Mounting condition limited to Maximum Storm Panel Span of 8' -5" (101 ") and a Maximum Design Pressure Rating of (±)72 PSF (A) (CONCRETE /MASONRY): NOT APPLICABLE (13) (WOOD): The panels are secured at header using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded and at the sill panels arc secured to a continuous 2" x2" x.093" studded aluminum angle (Part 6) as shown on Detail N- "Pass Thru Detail ", Sheet 5 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. 4.1.7 Edge Mount: Mounting condition limited to Maximum Storm Panel Span of 8 (101") and a Maximum Design Pressure Rating of (f) 72 PSF (A) (CONCRETE /MASONRY): The panels are secured at header using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded and at the sill panels are secured to a continuous 2" x2" x.093" studded aluminum angle (Part 6) as shown on Detail 0 or P - "Edge Mount Detail ", Sheet 5 of 6, Drawing No. 95 -33 I , bearing the Dade County Product Control approval stamp. (B) (WOOD): NOT APPLICABLE 4.1.8 Header Mount: Mounting condition limited to Maximum Storm Panel Span of 8' -5" (101") and a Maximum Design Pressure Rating Pf (t) 72 PSF (A) (CONCRETE /MASONRY): The panels are secured to an 'H'- header (Part 2), at the head, the header is then anchored thni a continuous aluminum ledger .055" thk. x 1" x 2" or 2" x 3" or 3" x 3" with 1/4" diameter Rawl Calk -In spaced 6" o.c.; the panels are secured at the sill using any of the details shown on Sheets I thru 6 of 6, provided the above limitations are not exceeded as -shown on Detail R- "Header Mount Detail ", Sheet 6 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. • -2d- APPROvED : . AUG 2 2 1996 EXPIRES : FebruarN 16 1998 Orlando Blanco. P.L. - Plans Examiner II Product Control i)ivision Hurst Awning, Co., Inc. ACCEPTANCE NO.: 96- 0509.02 APPROVED : AUG 2 2 1996 EXPIRES : February 16. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.9 Storni Panel Support Beam: Mounting condition limited to Maximum Storer Pane/ Span 8' -5" (101 ") and a Maximum Design Pressure Rating of (±) 72 PSF (A) (CONCRETE /MASONRY): The panels are secured at header using any of the details shown on Sheets 1 thru 6 of 6, provided the above limitations are not exceeded , at the sill at the sill panels are secured to a continuous 2" x2" x.093" studded aluminum angle (Part 6) which is then fastened with 1412 SMS screws spaced 12" o.c. to a 2" x 7" x .13" thk. x 1 l' -0" maximum length, aluminum storm panel support beam, the support beans is attached to a pair of 2" x 3" x 1/4" x 0' -6" long aluminum angles at each end with two (2) 1/4" diameter thru bolts, the end angles are then anchored to the wall with two (2) 5/16" diameter Calk -In anchors spaced 3 -1/8" o.c. as shown on Detail W- "Storm Panel Support Beam ", Sheet 6 of 6, Drawing No. 95 -331, bearing the Dade County Product Control approval stamp. (B) (WOOD): NOT APPLICABLE 4.1.10 Any combination of the above, 4.2 Anchorage of the shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors specified on drawing No. 95 -331, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable. 4.3 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 considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Not shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and /or straps are properly installed. 6. USE 6.1 \pplication 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 openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -331, Sheets 1 approval stamp, Notice of Acceptance number and date by Section, clearly marked to show the components select - 2e- Product Control Division ru 6 of 6, bearing the ade County Product Control the proposed installation. OrI nth Blanco, P.E. - Plans Examiner II TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (102" Span) SFBC PA 201 -94 (w /reinf. bars & bolts) SATISFACTORY HETI -94 -3 I2c Max. 1.80" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI- 94 -312c +72.3 PSF HETI -94 -3I2c CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI- 94 -312c -73.0 PSF HETI- 94 -312c LARGE MISSILE IMPACT TEST (103" Span) SFBC PA 201 -94 (w /reinf. bolts only) SATISFACTORY HETI- 95 -40Ib Max. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.0 PSF HETI- 95 -401b +71.5 PSF HETI- 95 -401b CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI- 95 -401b -72.3 PSF HETI- 95 -40lb UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (102" Span) +108.0 PSF HETI- 94 -317b +72.0 PSF HETI- 94 -317b Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) -108.0 PSF HETI- 94 -3I7b -72.0 PSF HETI- 94 -317b LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (I36" SPAN) SATISFACTORY CTC -95 -021 Max. 2.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (68" SPAN) -332.8 PSF CTC -95 -021 -222.0 PSF CTC -95 -021 ILtirst AwninCo.. Inc. ACCEPTANCE NO.: 96- 0509.0 APPROVED : AUG 2 2 1996 EXPIRES : February 16. 1993 NOTICE OF ACCEPTANCE: SP_ECIFLC CONDITIONS 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval revises Notice of Acceptance No. 95- 0712.02, dated 01/11/96. 7. TESTS PERFORMED: TESTS: RESULTS: - 2f- Orlando Blanco, P.E. - Plans Examiner 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) -182.0 PSF CTC- 95 -02I -121.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. ' ( 136" SPAN) -93.0 PSF CTC -95 -021 -62.0 PSF CTC -95 -021 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (101" SPAN) SATISFACTORY CTC -95 -031 Max. 2.1875" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CTC -95 -031 +72.0 PSF CTC -95 -031 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CTC -95 -031 -72.0 PSF CTC-95-03 I LARGE MISSILE IMPACT TEST SFBC PA 201 -94 101" Span 104" Span 144" Span SATISFACTORY CTC- 96 -006R Max.. 2 -3/8" 2 -1/2" 3-1/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +71.5 PSF CTC- 96 -006R +55.0 PSF CTC- 96 -006R CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -97.5 PSF CTC- 96 -006R -75.0 PSF CTC- 96 -006R UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE ( 101" Span) -112.8 PSF CTC- 96 -006R -75.2 PSF CTC- 96 -006R UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (144" Span) -124.8 PSF CTC- 96 -006R -83.2 PSF CTC- 96 -006R DESIGN PRESSURE RATING: See Comparative Analysis Schedule' And 'Panel Span Design Load Diagram', Sheet 3 Table 1 - 'Storm Panel of 6, Drawing No. 95 -331 Hurst Awning . nc. RESULTS: - 2g- ACCEPTANCE NO.: 96 - 0509 0? APPROVED AUG ? 2 1996 EXPIRES : February 16 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (cont.) TESTS: 8. EVIDENCE SUBMITTED 8.1 Tests: x Test report on Large Missile Impact Test and Cyclic Witt(' pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -3 12c, dated September 23, 1994, signed and sealed by•Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. I- IETI- 94-317b, dated September 27, 1994, signed and sealed by Hector M. Medina, P.E. Orlando Blanco, P.E. - Plans Examiner II Product Control Division }lurst Awning Co.. Inc, ACCEPTANCE NO.: 96- 0509.02 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -401b, dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile impact and Uniform Static Air Pressure Test of "20 ga. steel" stone panels, prepared by Construction Testing Corp., Report No. CTC -95 -021, dated June 9, 1995, signed and sealed by Christopher Tyson, P.E. 8.1.5 Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -95 -031, dated August 31, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.1.6 Test report on: Uniform Static Air Pressure Test Large Missile Impact Test Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No.'s CTC -96 -006 and CTC- 96 -006R, dated March 7, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing:. 8.2.1 Drawing No. 95 -331, Hurst Awning Co., 20 gage, "Steel" Storm Panels, Sheets 1 thru 6, prepared by Knezevich & Associates, dated 6/09/95 with Revision No. 6, dated 07/17/96, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by RAUTARUUKKI OY dated 12/31/94 with chemical composition and mechanical properties for galvanized steel, ASTM A446 -93. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number SFM -1307 dated 6/14/95 for 20 Ga. steel. 8.3.3 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM -1044, dated 04/24/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 7/03/95, Pages 1 through 24, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details /conditions, Hurst Awning Co., Inc., dated 9/19/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, 8.4.3 Comparative Analysis and Anchorage Calculations for 20 Ga. Steel Storm Pane -Is Hurst Awning Co., Inc., dated 04/03/96, pages 1 thru 31 Of 3 I, revised on 07/18/96 pages 1 thru 40 of 40, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. - 2h- APPROVED EXPIRES : February 16. 1998 AUG ? 2 1996 Orlando Blanco, P.E. - Plans Examiner 11 Product Control Division Burst Awnin° Co., Inc. ACCEPTANCE NO.: 96 -0509 0' AUG ? 2 1996 APPROVED EXPIRES : February 16. 199$ NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, 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: "Dade County Product Control Approval ", 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 approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this 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 purposes. 6. The Notice of Acceptance number preceded by the words 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 copies need not be resealed by the engineer. S. 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(h) and this fast page 3. Items 10. 11 & 12 listed below only apjtly to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. f 1 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 Acceptaotce, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested wyll the unit. No wood or plastic shields or pins shall be used for anchoring. Florida Building Code. - 3 - 12. I lardware for all windows and doors shall conform to Security and Forced Entry /eention: Chapter 36 of the South Orlando Blanco, P.E. - Plans Examiner II Product Control Division ENI) OF THIS ACCEPTANCE