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1230 NE 102 St (2)METt9O -DARE FRODUCI' CONTROL NOTICE Binnings P311 American 2805 N.L. 185 St. Ni i�lrrll t FL 33163 Your application for Product Approval of: 1'A -S (1"4 Aluminum Jftrlliort under Chapter 8 of the Metropolitan Dade Types of Construction, and completely des Applicant, along with Drawing IVo. 1'A1 -1 Section 8 of this Notice of Acceptance) has been recoimnended for acceptance by t, County, Florida under the specific conditio on page 3. Approved:02 /01/96 SDNINNIEt OF ACCEPTANCE METROPOLITAN.DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 ME rlo DADE FLAOLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 INTERNET: mdcc0l Oshadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372.6338 2ounty Code governing the use of Alternate Materials and :ribed in the plans, specifications and calculations as submitted by: ►ET.DXF, Sheets 1 atttt 5 oJ5. (For listing, see jle Building Code Compliance office to be used in Dade ns set forth on pages 2 et. seq. and the Standard Conditions 'Cllis approval shall not be valid after the e, piration 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 qurtlity control testing. If this product or it aterial fails to perform hr the approved manner, the Code Compliance Office may revoke, modify, suspend the use, of such product or material itnntediately. The applicant shall re- evaluate this product or i laterial 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 Soutar Florida Building Code. The expense of such testing will be incurred by tare manufacturer. Acceptance No.; 95-11.14,02 Expires:02 /01/99 Raul R d\ guez Product Control Supervisor "CIIIS IS TIIE COVERSIIEE'l', SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS I3U1L DING CODE COMMITTEE This apOlic: tion for Product Approval Iles 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. s Danger, Director Building Code Compliance D Metropolitan Dade County 9Lb6TEBS0E 8b :00 8661/90/0T 1.1 £0 3JVd kijmth_gt tcr' N 0 1. DESCRIPTION OF UNIT This approves a structural mulli with the South Florida Building pressure requirement, as determ Others Structures ", do not excee limitations contained in Section 1.2 Model Uesigtjntion ,Jinnirrg.s (Nun- reinforced). To be used t 2. MATERIAL CIIARACTERISTL 2.1 The structural mullion consists 0.173 "/0.158" front & 0.220" b double groove to accommodate 1-1/8" x 3" (Part 08 -67), 1-1/8" (Part 08 -69) Tube material is aluminum alto The properties of the head, jam 2.2 Tested specimen: A side -by -side configuration, c Single [-lung Window and one Overall dimensions: 6' 10" w' 3. LIMITATIONS 3.1 - this approval applies to structural Section 10. 3.2 ivlullions are to be used only to su 3.3 The maximum mullion span (leng 3.4 For Design Pressure Rating vs. M (PA -8 -1.30 for 1" x 3" mullion, PA -8 PA -8 -1.45 for 1" x 4 -1/2 ") on Street 5 Control approval stamp. 3.5 For anchoring condition and clip No. PA I - DET.DXF, bearing the Dad 3.6 Both mullion (size and span), as must meet or exceed the pressure req 3.7 Window sizes and design pressut listed in their individual Notices of SJNINNIE ACCEPTANCE No.: 95- 111402 APPROVED EXPIRES FEB 0 1 1996 FEB 0 1 1999 n system for the windows specified below, designed to comply ode, 1994 Edition for Dade County, for the locations where the to by ASCE 7 -88 "Minimum Design Loads for Buildings and the Design Pressure Rating values in Section 7 and within the Past American Aluminum PA-8 (1 "x) Mullions support only windows witlr a current Notice of Acceptance. S fan extruded aluminum rectangular tube of 1 /8" lateral, ck wall thickness, with a tee shape protrusion in front creating a the window's perimeter frame flange. Tube dimensions are: 3-1/2" (Part 08 -68), 1-1/8" x 4" (Part 08 -70) and 1-1/8" x 4-1/2" 6063 -b5. or sill members are not added to the properties of the mullion. misting of one 41" wide x 78- 13/16" high Series PA -14 Aluminui 'ixed Window of the saute size mulled together. de x 6' 6- 13/16" long overall mullions to be installed vertically or horizontally, as shown in port windows, with a current Notice of Acceptance. h) shall be: 78 ". Ilion length, see "lx Mull Performance Charts" for each mullion s 1.35 for 1" x 3 -1 /2" mullion, PA -8 -1.40 for 1" x 4" mullion and of 5, Drawing No. PA I- DET.XLS, bearing the Dade County Prod' istallation details, see "Anchoring Details" on Sheets 4 of 5, Draw County Product Control approval stamp. ell as anchor (type) selected design pressure rating, per load chart! tirentent for the opening in which it is to be installed. s are to be limited to those appearing on Charts referenced above : ceptance. Man - Perez, P.E. Plat /Examiner Product Control Division 9Lb61£6S0£ 8V:00 8661/90/01 t'0 3Jdd ] gs Pan .tnericau 4. INSTALLATION: 4.1 'ca i s plicatlo� 4.1.1 : t • u r Concrete Two 2" x 2" x 1/8" x 2" long, 6 63-T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the nullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle cli (four per end), spaced 1 -1/4" apart; and the other leg anchored (with wood block notched out) irectly into concrete or to a concrete filled block with two 1/4" x 1 -1/2" Tapcon (two per angle ci p, four per end), with a minimum embedment of 1 -1/4 ", spaced 1 - 1/4" apart minimum, as show: on Section "Clip installation ", Drawing No. PA1 DET.DXF, She 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.2 Clip AAagIUo Wood Two 2" x 2" x 1/8" x 2" long, 6 ) 63 - T5 aluminum alloy clip angles (one on each interior side of thl tube) secured at each end of the. mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SMS, two per angle cl p (four per end), spaced 1 -1/4" apart; and the other leg anchored tc 2x wood buck using two 1,14 V;, S x 1-1/2" embed (7 diarn.) (2 per angle clip, four per end), (Note: when wood buck is less than a ;!x, concrete anchors shall be used to go that buck and penetrate ink concrete as described above in PAl DET.DXF, Sheet 4 of 5, 4.1.3 Clip.Anats to Steel St Two 2 "x2 "x 1 /8 "x2 "long, tube) secured at each end of th Tapping SMS, two per angle c 605J18 or equal steel stud or r end), as shown on Section "Cl the Dade County Product Con 4.2 Fastening of the Windows jambs t # 10 x 5/8 ". Self Tapping SMS, whichever is less. 4.3 For anchoring requirements of ea individual Notice of Acceptance. 4.4 Attachments of sub -bucks shall b designed by the Architect or Engineer of Records and must be in compliance with the South Florida B ; ilding Code. 4.5 Fasteners must have their own N. of Acceptance and must be made of stainless steel or have adequate protection against corrosio per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protecte SONINNI8 ACCEPTANCE No.: 95- 1114,02 APPROVED FEB 0 1 1996 EXPIRES : f E9 d 1 MIL_ .1.1) as shown on Section "Clip Installation ", Drawing No. easing the Dade County Product Control approval stamp. d or Runner 063 - T5 aluminum alloy clip angles (one on each interior side of th mullion (totaling 4 clip angles) with one leg, using two #10 Self ip (four per end), spaced 1-1/4" apart; and the other leg anchored t liner using two 1/4 " -20 Self Tapping SMS (2 per angle clip, four Installation ", Drawing No. PA l- DET.DXF, Sheet 4 of 5, bearing oI approval stamp. mullion must use either a #10 x 1 -9/16" min. thru -bolt with nut o spaced at 4" from ends and 24" o.c. or as per window approval, 1 window installation, please see Section 4 of each window's xaminer Man t Perez, P.E, Pia Product Control Division 9LVEIE6SaE 8t':00 8661/90/01 , [ �g,� Pntt AuLer ica11 SO 39 d INSUICKMILA 6. USE 6.1 Application for building pertnit shall 6.1.1 'l'ltis Notice of Acceptanc 6.1.2 The Notice of Acceptanc 6.1.3 Completely dituensioned of openings to receive mullion & 6.1.4 Manufacturer's htstailatio 6.2 A copy of this approval as well as ti permit applicant by the manufacturer or at all time. 6.3 The Building Official shall ensure Ilt requirement of the opening in which R i 6.1 Note: This ntttitiutt cnn nut be his 7. TESTS PERFORMED UNFORM STATIC I'tU SSUItE SFDC PA 202-94 POSITIvt; TEST A UNIFORM STATIC PRESSURE SF ©C I'A 202 -94 POSITIVE Tills Is n vcrlficntlon test only. For Design on Sheet 5 or 5, or Drawing No. t'A1- SONINNIEI T OL:SIGN LOADS FULL TEST LOAD ACCEPTANCE No.: , 95-1114.07 — FEB 0 1 1996 FEB 0 1 1999 APPROVED EXI'IRES SrECIFIC_COND s NS • 5. IDEN'1'IF1CATI0N 5.1 Each mullion shalt bear a permanent abel with the manufacturer's name or logo, city, state and following statement: "Dade County Prod ct Control Approved ". be accompanied by two copies of the following: , with mullion and anchor options indicated. of each window or door attached to mullion. yawing showing size and location, including height above grade windows or doors, mean roof height, length and width of building i instructions. e manufacturer's installation instructions shall be provided to the tis distributors and shall be available for inspections at the jobsile adequacy of mullion and windows to meet the pressure to be installed. lied ns part of no impact resistnnt unit. RESULTS TEST LUAUS DESIGN LOADS +46.50 I'Sr KM-16611 +69.88 PSI MTL -16617 +46.5 I'SF MTL -166 t 7 +46.50 PST M TL•16617 Pressure Rating vs. Mullion length, see "1 x Mull Performance Charts" ET.XLS, bearing the Dade County Product Control approval stamp. Manu ' l Pe • z, P.E. flan Product Control Division miner 1 9L1 812:00 866t/90/01 Rinnings Pan Atpericafl 90 3Jdd NOTICJLOF A�C1 PT SDNINNIS ACCEPTANCE No.: 9. -UJ APPROVED : FEO 0 1 1996 FEB 0 1 1999 EXPIRES 8. EVIDENCE SUBMITTE1) 8.1 Tests: 8.1.1 Test reports on 1) Unifo; in Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Miami Testing Laboratory, Test Report No MTL-16611, dated December 27, 1995, signed and sealed by David Gale Ober, P.E. 8.2 Drawing: 8.2.1 Drawing No. PAl- DET.I)XF and PAl- DET.XLS, Binnings Pan American, Sheets 1 thru S of 5, prepared by Binnings Pan / merican, dated 01/10/96, signed and sealed by William. M. Meyers, P.E. 8.2.2 Manufacturer's die drawi'igs and sections. 8.3 Calculations: 8.3.1 Structural mullion and ai chorage calculations prepared by Robt. E. Fisher - Wm. M. Meyers, P.E. Consulting Engine rs, dated 01/10/96, signed and sealed by William. M. Meyers, P.E 9. COMPARATIVE ANALYSIS: Se. "1 x Mull Performance Charts" on Drawing No. PA 1- DET.XLS, Sheet 5 of 5, bearing the Dade County Product Control approval stamp. 10,TYPICAL MULLION SYSTEM , ROSS SECTIONS: For mullion system cross sections, see "General" Sheet 1 of 5, "Typical Install tion Details" Sheets 2 and 3 of 5 and for anchoring details, see "Anchoring Details" Sheet 4 of 5, of Di awing No. PA I - DET.DXF, bearing the Dade County Product Control approval stamp. Manu. erez, P.E. Pia •J xaminer Product Control Division 9L1761E6S@E 817:00 866T/90/0T liminYs P_an A lsatl L0 30 d . Renewal of this Acceptance (approval) submitted documentation, Including test 2. Any and all approved products shall be errnanentiy labeled with the manufacturer's trance, city, state, and the following statement: "bade County Product Cont .1 Approved ", or as specifically stated In the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be con ldered if: a) There has been a change In t to South Florida Building Code affecting tite evaluation of this product and the product is not in compliance w ttt the code changes; b) The product Is no longer lhe,same product (identicnl) as the one originally approved; c) If the Acceptance holder tins not complied with all the requirements of this acceptance, including the correct installation of the prod ct; d) 'I lie 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 for termination of this Acceptance, unt application with appropriate fee) and g 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory perfornranctof this product or process; b) Misuse of this Acceptance s an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number pre may be displayed In advertising literal in its entirety. 7. A copy of this Acceptance ns well as ai user by the manufacturer or Its dlstribu' need not be resealed by the engineer. 8, Failure to comply with nosy section oft cis Acceptance shall be cnuse for termination and removal of Acceptance. 9. This Acceptnnce contains pages 1, 2, (n) through 2(c) and this last page 3. el 5ilL•_A S l tsiC b eIi yy Ut11y. Ii11!ntyj.SL 1 z d 3I Lth 4 ! J r104t 8 10. Unless specifically htdicnted its the Ao cptnnce ( npproval), this unit is approved as a single unit lnstallntion. For multiple installation of this unit, n sepi rate Acceptnnce for mullions is required Rom the Product Control Section . is shall be as tested, The spacing of fasteners in all other parts of the frame, sha d 24" on center. 1lre first fastener shall be located at a maximum of 6" from car Intl fblty penetrate the buck, which shall be the same size as the one tested with phis shall be used for anchoring. See section four (4) of this approval for sizes 11. The spacing of fasteners at window si be as tested, but in no case shall cxce corner and mullion or stile. Fastener . the unit. No wood or plastic shields of fasteners used in testing. 12. Hardware for all windows rand doors ,hall conform to Security and Forced Entry Prevention, Chapter 36 of the Soull• Florida Building Code. SSNINNIS sail be considered rafter a renewal application has been filed and the original upporting data, engineering documents, are no older than eight (8) years. use, and /or manufacture of the product or process shall automatically be cause s prior written approval has been requested (through the filing of a revision anted by this office. ded by the words Dade County, Florida, and followed by the expiration date re. if any portion of the Notice of Acceptance Is displayed, then it shall be don proved drawings and other documents, where It applies, shall be provided to ill ors and shall be nvailable for inspection at the job site at all times. The copies END OP 'I ACCEI' I ANCE 1 ACCEPTANCE No.: _25_4111,92,____ APPROVED : FEB 0 1 1996 FEB 0 1 1999 EXPIRES 9Lb6TE690E Man el erez, P.E. Plans E. + Miner Product Control Division 8V :00 866T/90/0T MULLION CHART – BINNINGS PAN AMERICAN SH SERIES PA -14 MULLION TYPE: HD j #PA8 -26 : I i 1 , i —1— � i ! WDW DP –> i 40psf 50psf 60psf ; 70psf i 80psf ! 90psf 100psf WIDTH ALLOWABLE MULLION HEIGHT IN INCHES I 20" i 96 ' 94 89 1 84 78 78 75 84 80 L 76 I 74 71 24" j 96 89 28" 91 85 80 ( 76 73 70 68 i I 1 37' 88 82 77 ; 73 71 68 65 40" 82 77 73 69 { 67 64 61 I 44" 81 75 71 68 i 6fi 63 60 i . 48" 79 74 70 i 67 f 64 62 59 f I 52" i 78 73 69 66.5 63.5 61 58.5 ' 56" ; 77 72 68.6 j 66 ; 63 60.5 58 � t 60" 1 76 i 70 I' 68.3 67 62 i 60 57 IR. E. Fisher & Associates, Inc. 12/18/94 i co w w a w z - z z co co rs 3 3 MULUor 1' X. 3 1 /2" A4UL UON aoo ?' X '. MULLIQri 1" X 4 1/2 MUUJON 1 MUWDN DETAILS 1 } LOAD APPiUCA7ie/ S '�- su or. o oat 0o to sal .o Vii 01 1)1 rat PO 1d anti a4 maw. I ..vr rays 9t pa ad tc far ea nsc DO Da Po are sent .n w near General No =L' P i g reeree 4.44.44 PA n' F 1. U., On 0yi6ern hod been aesu,eo in •sa .Min the South norieo ®,hdlg Lao, Mane steed coaria'sd iS 150 PC, Cotronde Iona it 7.Cy o4ne:ue foaal °, !: and the noon root PPVre of the build, is 00u01 1,0 Or !ate Iron OD 1.ot 2 Muhc.n nebOYed o Door County rensbeteve O nurncone Oroariire seven, suer. co serer panel 1Jl olernaurm trunnion, snail be 6763 - 33 teneth note* oU,erreee. :a.4..5 =, ' 2.6Gc < - NI ties neenteroeman to a,rr1t ASTIi A 1. 4/•e Design !coat on snot: 25 aptly en tam: peearea ant nPOm10P KQ`0 6 Tne coign bode irocated n the Ceettareere more cannon emceed the tenon ices, cr The i,6.oual .i1co. m their abeicten e*raoanrtire orayss nv:s. 7. Mute aunt be mooned o 00 arucsR . p,0 e30, oc ono.n on &nee, ? E : sooting of the .+new wools. Co toe nu er0..5 be o• to :ne arau:: o for the C0o.. roseeren1 otya• mrrb mu91 use nines c /l0 a 0d1 or #10 r Sell - !coon WS. Tine miirm. n lenplh tor the 1'19 eat n ; 9/16. Tee ncrurpum lamp. ror the b10 Seel-irettli SAES it 5/8 F. The mull oysee n is used for the noadeiit Belle Door prove~ o. 94- 0301.03 Amon lilraore Et.ciulq• b. 94-0307.01 Fund Yobac c. 90- 0606D4 - ,¢d laciaa d. 9 Axed Window. c. 93.- 0633.01 Narizn,t'Rr6m lemnm 1. 94-0623.02 tarimnur R Veen. g. 9'.- 021202 '.rung Mtrwo.r, 1. 94-D202.01 A.,r, no 19000 A 93-1119.11 D,ra: Faye Silie j. 94-- 0009.02 S "nun 9009 L 9+-0209.03 Single I'sre9 Mtieov fei CrC!rY:K> Yr::it R �p SC:: T.• r2u-:?t DiGi11„ CUT_ ru:C J"u;.Riti. DIY3100 e� SUULT& 1301 C:t3l'-11ltlf WPC! P.O. Box 630038 2845 N.�. 183.h 5tre Miami, Florinia 33!6 (3C5) 31 -2350 I r n6T>CBCl !. fr•■. cemerer= se.ev+reeme nS R i/.(1Tl — . 0L'11p+ 1 GEI■TR&L new, ..seer: oy,r JE7.^ =T • Et 5 -111/10/96 LO w z )-1 z z CO r TPYJI o txUJ1T' WAD ` • 0 , OS 946 1901 Do Y a.:.... /.6 05 . 100 103113. 1300. \ms p r . • •-.310 •-.310 •-.310 Y au6l K .0. 009 Pi. 3101[61 IHSTPUATIDH P.M it S. 4.M 1A . .m 9b 1 wu1 631 Y ne rO now 30 TYPS navu.+c+nr H5 L91 m ww tae • 001 • — ].a _��y rrc 991 TY01G1 R9241.0D11 HS SIS1 ID SH .1 DA 14 • at 96 o. Mao 00 OZ. Marl' •1L 01 1,0 916 — 4rL1.4.u• ny 4.0 r. • .m YrL w Rome •• 71PK.LL 9671p,)_t1Yf9 9! 2.2 ID M+ HVD TYP CAI ►S1/a1R 9••• TO NS HUD TYRO 1SI111L110 SWIW. OCTAL/.1101. 94 SAL TO MEY0 4. • 0C u. eo Q Ih P -•M 916 TD ran >END .Y • 1.90 ■•■alP 9•4 500 • . *SG .••. • 19»1363. TYPS.L IHSALLAT1 S SL 1D EW MFAD TYPT:'•L u679•AYd" IL 9U N F. WOO 1•. . om m .. OM 00 . A 6L - ma OP r.0 013 -- .awAno Y Of ...mpW I •ttm 91,E ram. 14D -irT MTN TrP+rx 96VLLCTIM I American e•■ E9... 004 rstuutWM• : — TONG IHS 2.1AT37. ES S•_ m S .CAD 0.419 .6 moo r 6c .x a.x S. °r F..cMAO rP. Sal 1D E'. HEAD PAa vn • Ix= 11.104 9w4 l • ..1903131.. ,... — _ .."'4". II P.1 -90 TYPICAL IHST4UA110 1. Su 3D TV MEAD fib • 000 910 wL H m � 9L 6 P IA 9.6 .e r...4 .dc `- . � P ison ..u/• m • w • feCLZIr/C CCU iWJCC, tumor, Bail6 Cxi COWLIANCE CR .Ycp.tioS: Ems^ oC - !JAI P.O. Box 630035 22Q5 (L 1ESfh Street Miami, Floriao 33163 (305 )931 -2350 TYPICAL INSTA I.ATION D);TaS 2 Ca 5 I " '31/12/9 W C 0 Z z z H ED aa< tee 1•10.t - . #m 1.m.1•1 MR KM ;5Z ZM i n.vs no moo 1•n someC •••,* M r@ ar �•c Nti �a 7 1 I 1/7 1, T E tsir.. 1- Nna O 11777 I11- 1 RV 1.437 W.• R bu MVO.. 70 1M1727 n m+wm CLIP Y 1 1 •® OR 0 •YL 1 7 7 IN n• •� 1n nw MG wa —L .a o0 ••• x , 117 n•■ : W pot 4) Q W ar° O ••G on r r • ,T •w. 1 ,K MAIM 2 MR ] R m O , rr , g� ,bo encore De 116 ISPPLAu. 0.l C4S tYIHC 1tT 17RE SOVA3 =DA EIMI IC CAVE aT Ec .:r= 1n44 BT I. i 1 COIRFLI DITSIEei 6 04/II0IN6 COOS cw 1 t1AJ1Cf OffiCt i y ,J!DCEi'faNC: RO. - 111 4 OZ S OG 2 R MpL of �'TO LOU HQ. A••fa •Q: C r Arnerizar4 D 1 ItuSTAL;AIION FOR STEAL STUD I1SL**UT)Ld r- I U11.3 A•+ , 411. ANCHORING D'TAii S Lr•4 11.411 22 0 ? 1•• 1 z Meta amos0 asonboo ow I HOW R •Yt: R [O Ok 1•275 oho ® 5* w u 01710421 ro sa . P.O. Bwr 630036 2805 t1S. 1 E51ti Street Miami, Florida 33163 (3D5)S31 -2350 c K ugly. ao107 ,w[ o u • emcee ((3� P rl. U)RHo • r . of - 71 (10/` 5 . "j V"; �� ^ ^` � _ L � �� _ , . , __ _ ' - - • 14 • I • 14-, " � - Orrt SkA - - -`-- - -- - � � | U U _ ------�'-------- - / \ -_— L \ ----' - '�__-' ' --- - 45,1 9 ! F 1/4. Cri N .3 . 1 ' � / , � - -____� _ -- - � ----- - -- - , | � | -�- --' / / ' / | ) - - / / ~ �--^ ~ ~ - ^ / ^ w w � �� / 1 1 �� v �� [I L L_ I i!I ! MCYRO -DAM - - PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels /Stainless Metalworks, 14475 N.W. 26th Avenue Opa Locke FL 33054 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1803 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1363 (305) 375-2901 FAX (306) 375 - 2808 INTERNET: mdca01@shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of .060 " Aluminum, 30031H!'14Alloy, Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of AIternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 9S -S49, Sheets 1 thru 4 of 4, (for listing , see Section 8 of this Notice ofAccepta,rce) 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 regiriremeruc.nf the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0304.01 Expires:07 /11/99 THIS IS THE COVERSIIEET, 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: 07 /11/96 TO 39 SNNOM1 SS3 au ' i iguez Product Control Supervisor Di rector Building Code Compliance Dept. Metropolitan Dade County TISL- S89 -50E 9580 866T/b0/S0 FlorJda St i rrj Panels. Inc. ACCEPTANCE NO.: 9 _ APPROVED : rJUL 1 1 199U EXPIRES :' JUL 1 1 1999 • L�1n'i'I("E OP AC[`1 pTA NC1t+ RriF['rrr� ONDITIQNS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mounts; (A) (CONCRETE /MASONRY): The panels are secured to an 'H' Wall Header (Parts 2 or 3) at the head and attached with 1/4"-20 S.S. studs spaced 6.114" o.c. to a 1 -1/2" x 1 -1/2" x 1 /8" aluminum angle at the sill (Part 7), both the header and sill angle are anchored to the wall. using the tension anchors as shown on Section A "Wall Mount Section "; or the panels are directly secured to the wall using approved tension anchors as shown on Sections F "Walt Mount Section (Direct Mount) ", as shown on Drawing No. 95 -549, Sheet 2 of 4 ; or panels attached at the head and sill to a continuous 'F' track (Part 9) with 1/4 " -20 x 1" S.S. studs spaced 6-1/4" o.c. , the track is then secured to the wall using approved tension anchors as shown on Sections 1 "Wall Mount Detail ", as shown on Drawing No. 95 -549, Sheet 3 of 4 bearing the Dadc.County Product Control approval stamp. (8) (WOOD FRAMED); The panels are secured to an 'H' Wall Header (Parts 2 or3) at the head and attached with 1/4 " -20 S.S. studs spaced 6.1/4" o.c. to a 1 -1/2" x 1 -1/2" x 1/8" aluminum angle at the sill (Part 7), both the header and sill angle are anchored to the wall, using the tension anchors as shown on Section D "Wall Mount Section "; or at the sill , panels are attached to a continuous 2 x 6 PT wood ledger or I " x 4" x 1/8" or 2" x 4" x l/8" aluminum tube ledger plate with 1/4" diameter S.S. lag screws spaced 11" o.c. and #14 SMS at midway between lag screws, the ledger plate is then anchored to the wall with (2) - 1/4" diameter S.S. lag screws spaced 24" o.c. maximum, as shown on Sections E "Wall Mount Section (Bottom) ", as shown on Drawing No. 95 -549, Sheet 2 of 4, or panels attached at the head and sill to a:continuous'F' track (Part 9) with 1/4 " -20 x 1" S.S. studs spaced 6 -1/4" o.c. , the track is then secitrcd to the wall using approved tension anchors as shown on Sections! "Wall Mount Detail ", as shown on Drawing No. 95 -549, Sheet 3 of 4 bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling/Inside Mounts: (A) ( CONCRETE /MASONRY): The panels are secured to an 'U' Header (Part 4) at the head and attached with 1/4 " -20 S.S.studs spaced 6 -1/4" o.c. to a 1 -1/2" x 1 -1/2" x 1/8" aluminum angle at the sill (Part 7), both the header and sill angle are anchored to the wall, using approved tension anchors as shown on Section B "Ceiling/Inside Mount Section ", Drawing No. 95 -549, Sheet 2 of 4, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): The panels are secured to an 'U' Header (Part 4) at the head and attached with (3) #14 wood S.M.S. wood screws with minimum af 2" penetration'or (3) wood brushings with 1" penetration at each rafter or truss thru a 1 "x 5 "x 1/8" continuous channel (Part 11) or 1 "x 4 "x 1 /8" continuous aluminum tube; at the sill the panels are attached with 1/4" S.S. studs spaced 6 -1/4" o.c. to a 1 -1/2 "x I -1/2 "x 1/8" aluminum sill angle (Part 7), the sill angle in then anchored with approved tension anchors, as shown on Section G; "S. ` Mount Detail ", Sheet 3 of 4 , Drawing No. 95 -549, bearing the Dade County Product Con' . al stamp. CO 39tid -2a- ando Blanco, P.E. - Plans Examiner II Product Control Division S)121OM1 SS31NIVIS TTSL- S89 -S0E 95 :80 866T/170/G0 Florida Storm Pages., Inc, ACCEPTANCE NO.: P6- 0304.01 APPROVED �U� 1 X996 EXPIRES : ' JUL 1 1 1999 NOT1CI F A ePTANCE: PECCFY CO S 4.13 Built-ONtCondition; (A) (CONCRETE /MASONRY /WOOD FRAMED): The panels are secured to an 'U' Header (Part 4) at the head, which is attached to built -out angles (Parts 5, 5A, 5B or 6), with 1/4 " -20 S.S bolts spaced 12" o.c., and a 1 -1/2 "x 1 -1 /2 "x 1/8" aluminum studded angle.(Part 7) at the sill, which is attached to built -out angles (Parts 5, 5A, 5B or 6), with 1/4 " -20 S.S. bolts spaced 12" o.c., both of the built -out angles are then anchored to the wall using approved tension anchors as shown on Section C "Suitt - Out Mount Section ", Sheet 2 of 4; or Section H "Alt. Build - Out Mount Section ", Sheet 3 of 4; Drawing No. 95 -549, bearing the Dade County Product Control approval stamp; or the panels are secured to an 'H' Header (Parts 2 or 3). at the head, which is attached to built -out channel (Part 10), with I/4 " -20 S.S bolts spaced 12" o.c., and a 1 -1/2 "x 1 -1/2 "x 1/8" aluminum studded angle (Part 7) at the sill, which is attached to built -out channel (Part 10), with 1/4 " -20 S.S. bolts spaced 12" o.c., both of the built -out channels are then anchored to the wall using approved tension anchors as shown on Section J "Built -Out Mount Section ", Sheet 4 of 4 , Drawing No. 95 -549, bearing the Dade County Product Control approval stamp. 4.1.4 Storm Panel Interior Fastening• Panel are secured at sill using component angles (Part 5A and 7) as shown on Detail J "Storm Panel Interior Fastening (Isometric) ", Sheet 3 of4, Drawing No. 95 -549, bearing the Dade County Pmdtict Control approval stamp. 4.1.5 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 -549, Sheets 1 that 4 of 4. 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 lime shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless p1I reioforcing bolts are properly installed. b0 39tid S)4 OM1ti13W SS31NIV1S -.2b Orlando co, P.E. - Plans Examiner II Product Control Division It9L- 589 -50£ 99 :80 8661/00/90 Florida Storm Panels. Inc 7. TESTS PERFORMED TEATS: 50 39t1d TEST LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (Stitch Bolt Reinforcement) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (Aluminum Bar Reinforcement) CYCLIC WIND PRESSURE TEST ANCE SPECIE[! m ass 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 - 549, Sheets 1 thru 4 of4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 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 SN 10M1V1314 SS31NIt11S -2c- RESULTS: TEST LOAD DESIGN LOAD Deflection SATISFACTORY '-Ma CTC -95 -036 3 " SATISFACTORY CTC -95 -036 ACCEPTANCE NO.: ___214,104.01 APPROVED :1 JUL 1 1 1996 EXPIRES : 1 111. 1 1 1999 +68.0 PSF +52.3 PSF CTC -95 -036 CTC -95 -036 -98.8 PSF -76.0 PSF CTC-95 -036 CTC- 95-036 SFBC PA 203-94 POSITIVE (101" Span) CYCLIC WIND PRESSURE TEST SFBC PA 203-94 NEGATIVE (101" Span) UNIFORM STATIC AIR PRESSURE TEST "'� 5, SFBC PA 202 -94 POSITIVE 101 5 75.0 PSF +3 p PSF ( ice) CTC -95 -036 CTC -95 -036 UNIFORM STATIC AIR PRESSURE TEST -93.0 PSF -62.0 PSF SFBC PA 202 -94 NEGATIVE (101" Span) . CTC -95 -036 CTC -95 -036 UNIFORM STATIC AIR PRESSURE TEST .226.03 PSF - 15D,68 PSF SFBC PA 202 -94 NEGATIVE (67" Span) CTC - 95-036 CTC -95 -036 UNIFORM STATIC AIR PRESSURE TEST -442,0 PSI: 48 "San - 244 PSF SFBC PA 202 -94 NEGATIVE ( Span) CTC -93 -036 CTC -95 -036 DESIGN PRESSURE RATING: Sec "STORM PANEL SCHEDULE "; Table 1, Sheet 4 of 4, Drawing No. 95 -549 Max. 2 -114' anclo Blanco, P.E. - Plans Examiner If Product Control Division (� Design 1.165 Ii6L- 589 -SOE 96 :80 8661/b0/90 L 1 1-093 TYP 2s1 LOS - 9e- I WINGNUT SCALE HALF SIZE WID TH UNLIMITED SECTION■ TENSION FASTENER ea 12- O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 1 L S O - \ I / ! I I i •.SO- COvEPAGE O STORM PANEL SCALE : 3• = 1• -O 1 1/L -20 S.S. MACHINE 0 I Q SCRE`- STUD LO 6 -lit ,^, C 1 1.50 O STUDDED ANGLE SCALE . 3 a r -0 (PaRP TO PANEL SPAN) 10 . 1 1 PLAN VIEW 1 11 11,1: 13 TYPICAL ELEVATION FOR INSTALLATIONS BELOW 30' ABOVE GRADE • W/ PANELS SPANS OF 10V OR LESS. W/ SEPARATION FROM GLASS OF 2 -1 /4 OR MORE BUT LESS THAN 3 - . PANELS MAY SPAN VERTICALLY AS SHOWN OR HORIZONTALLY. EXISTING STRUCTURE II r - lg °1 ! TYP( STANDARD CHANNEL '.ALF SIZE • ^00©00 CR DIRECT MOUNT 1- 1" se rSTEEL UBE L FASTENERS( (SEE PLAN VIEW L NOTE 8) ---- BOTTOM MOUNT. O "F" TRACK SCALE HALF SIZE 00 OR DIRECT MOUNT '1 00 I 1 (OUTSIOEI (INSIOE) OVERLAP FASTENERS TYP. (SEE NOTE • as 188 (51 16 GAGE GALV STEEL NGLE CLOSURE PIECE: Y a 2' MIN. TO 2 a 5 MAX. 4.69 2: NI X r. Z r o Z t O W N • 0 0 V N _ J Z tJ 1- NE > OPTIONAL LEG DIRECTION 16 GAGE GALV. STEEL GRAOE D EXISTING STRUCTURE "h" HEADER SCALE : 3 - • 1' -O OPTIONAL LEG DIRECTION WIOTM UNLIMITED IPERP. TO PANEL SPAN( SECTION 12 CLOSURE' SCALE : 3 • T -O 5.00 1.00" I i .n N. GAGE 1 GALV STEEL S.00 MAX. 14 TYPICAL ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 3 OF 4 FOR REQUIRED SEPARATION FROM GLASS. 11 SOFFIT CHANNEL SCALE - HALF SIZE 16 GAGE �I ° I GALV. STEEL) L_ GRACIE 0 —JJ 1 00"I • 11 r 00 3 0 000 OR DIRECT MOUNT I FASTENERS (SEE PLAN VIEW L NoTE 8) - SIDE M3uNT O= 0P' DIRECT MO1'YT PLAN VIEW SCALE 1 -1/2" • 1• -0 : )00 062 "h" HEADER S • _ = 0 1 of O 11/ .32 ▪ I cI 1 3t ��•5 /8 nI 9 1 -8 SCALE : HALF SIZE PI nt t.00 y I a„-16 GAGE ° I GALV. STEEL ■T•v. "U" HEADER SCALE : 3 _ - GALV. STEEL GRADE 0 OR ALU`+ t - MIN. .085 KEYHOLE WASHER 16 GAGE STEEL TUBE 14 scALE : 3 = 1 ' -0 SEE STORM PANEL SCHEDULE °OR MAX. SPAN (VERTICAL OR MORIZCNTALI I BOTTOM MOUNT.' 00 OR 003 CR I, DIRECT MOUNT 1'5 DIRECTMCUNT HORIZONTAL INSTALLATION (OUTSIDE/ (INSIDE) Q 1 x Y x 16 GA STEEL 1 UBE TYP (OPTIONAL) SEE NOTE B & TYPICAL ELEVATION. 1 -3/4. OVERLAP © 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE SENERAL • 07F5: BOTTOM MOUNT. c • • , a i II 1 -1/2' MIN. EXISTING STRUCTURE v GAlv _7_ `1AX 5" MAX ANGLE ANGLE SC.-L_ _ _ -.. 2 3 OR S" t O ANGLE S CALE . 3" • r_O•• 4.. PROCUCT MARKINGS SHALL BE WITHIN 12- OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS. FLORIDA STORM PANELS. INC . CPA LOOFA. FLORIOA OADE COUNTY PROOUCT CONTROL APPROVED 5. ALL DOLTS ANO WASHERS SHALL BE GALVANIZED CR STAINLESS STEEL WITH A MINIMUM Fy = 33 KS1. TOP 3. BOTTOM OETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONOITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. LYIN UILDI APPROVED AS CO SC:iTH FLORIDA DAT BY PRODUCT FINTROL DIVISION • • BUILDING IIE COMPLIAN OFFICE ACCEPTANCE NO. () '4. Ol SHEAR FASTENER Ca 12 - .d.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6 O.C. FOR OESIGN LCAOS GREATER THAN 140 PSF. WITH THE CODE 9 SCALE 2" = 1* 1 J I f� . .93 - T AD ri 1 ;l ANGLE SCALE : 3 = r -0' 1. TM15 SHUTTER SYSTEM IS DESIGNED 111 ACCORDANCE WITH THE SOUTH FLORIOA BUILDING COOE. 1994. EDITION ANO THE 3ROWARO COUNTY EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL 35 PERFORMED FOR SPECIFIC :OBS IN ACCORDANCE WITH ASCE 7 -88 - MNIMUM OESIGN LOAOS FOR eU*LCINGS ANO OTHER STRUCTURES", TABLES SHALL BE REFERENCED AT APOROPRIATE DESIGN LOAOS. 3. STORM PANELS SMALL 85 3003 - .114. ALUMI'AJM ALLOY. 0.060 THICK. WITH A MIN. Fy. (BEFORE ROLLING) OF 21 X51. ALUMINUM EXTRUSIONS SHALL BE 3063 -T6. U.O.N 5. MATERIAL SPECIFICATIONS NOTED HEREIN ARE 7115 MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT 7ESTING. 9. PANELS UTILIZING A STEEL TUBE SHALL as `ASTENED AT OVERLAPS 112 -I /2 0.C1. AT MIOS ?AN 70 A r • r • 16 GAGE STEEL TUBE :)SING 1/4.-20 a 3 -1/2' BOLTS WI DIE CAST ALUMINUM WASHERED WINGNUTS OR JACXNUTS. (555 TYPICAL ELEVATION OIL PANELS NOT UTILIZING STEEL TUBE SHALL 35 F•STENEC AT OVERLAPS 112 -1/2 0 C AT MOSPAN W/ 1/1 -30 : r r.ACHINE 90L TS WITH DIE CAST ALUMINUM WASHEREO WINGNUTS OR 1ACXNUTS (5E5 TYPICAL ELEVA TIONSe 1, 3. FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS L TUBE ARE NOT REQUIRED. 9. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH OAOE COUNTY PROTOCOLS PA 201.202. AND 203. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL 9E PLACED w A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM AOVtSING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLEC. WHEN REQUIRED. 11. OESIG$ BASED ON CONSTRUCTION TESTING CORP. (CTC1 LAB REPORTS • 9S -036 & • 96.009. 1. AS NOTED Resign Ay I vx Li z ._I z /0 Z N • CC O 3 "— 1— Z o _� O VJ. KNEZEV1C$ \ ENGINEER FL Uc No PE 0-4 83 , .ie 9 1995 !era.../ Oy 60 t 1/A /f. by VPK I Orav•n0 no. 95 -549 *Nan. 1 0/ 4 k MIN. SEPARATION FROM LASS SCHEDULE 3 E. POSITIVE Z 0E510N ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATICN FOR INSTALLA 30 OR LESS BCvE (INCHES) MINIMU?^ SEPARATION FOR INTAL' ATIONS 0 GR GRACE DE •!NCHESI LOAD(W) (PSF) BAR NO 3�.R •.O BAR 40.0 "' - -- 2 -1/4 3 -:/4 4 -0 • 2 -:/4 3 1 -1 /L 5 -0" 2 -1/4 3 1 -3/8 - 6 -J' 2 -1 /L 3 1-1/2 7' -0" 2 -1/4 3 1 -5/8 8. -:.. 2-1/1. 3 2 -1/8 50.0 - 3' -0 _ 2 -1/4 3 1 -1/4 4•-0"' 2-1/4 3 1 -1/4 5 -0.. 2 -1 /G 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5 - . 2 -3/8 3 2 -3/8 60.0 3'-O" 2-1/1. 3 1 -1/1. L•-0" 2 -1 /1. 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1 /4 3 1 -5/8 7-0" 2 -1/4 3 1 -7/8 _ _ 8'.-1." 2 -5/8 3 2-3/8 3'-0" 2 -1/4 3 1 -5/8 4..-D.. 2 -1/ 3 1 -1/4 70.0 5 -0 2 -1/4 3 t 1 -3/8 6' -0.. 2 -1/4 3 1 -5/8 1 7. -0.. 2 -1 /1. 3 2 T-' . 2 -1/2 3 2 -1/2 NCGATIVE DESIGN LOAD I w (PSF) .:NC-E ,`'COUNT 7.2P - 3OTTOM S I: ;RACK •CUNT rCR rL `"CLN . NC CONDITIONS _ -11n. F " -;NI rt,n IFT -;NI 1.0.0 r - 5 8 -5 50.0 8 -5 8 -5 60.0. 2 - 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 - 3 90.0 5 -10 6 -10 100.0 6 -6 6 -2 110.0 _ - 2 .. 5 - 7 120.0 ; - 11 5 - 2 130.0 _ _g 4 - 9 140.0 5 - 6 4 - 5 150.0 160.0 - 170.0 180.0 ' 190.0 PI n% • 200.0 210.0 220.0 . 230.0 /' O O V) X CC In ANCHOR T ''PE 1/4• RAWL NAIL -IN W/ 1 -3/8 MIN. EMBEDMENT 1/4 - * RAWL CALK -IN W/ 7/8 MIN. EMBEDMENT L 1/4 - 20 SIDEWALK BOLT l5 /L NEAOI 1/L - 0 ITW TAPCON w/ 1 -1/2 MIN. EMBEDMENT nuannuaullo 1/4••0 ELCO - HANGERMATE- W/ 1/4 -20 S.S. MACHINE SCREW w/ 1 -1/2 MIN. EMBEDMENT C11152125230> 1/4••0 RAWL NAIL -IN W / 1 -318" MIN. EMBEDMENT : /_ RAWL CALK -:N - .1/ ;/8 MIN. EMBEDMENT *.:/4 - 20 SIDEWALK SOLT (3/4 HEAOI 1/4.•'0 ITW TAPCCN W/ 1 - MIN. EMBECMENT x1 11 1111111/1 6 11111 1 /4 ELCO - MANGERMATE' W/ 1/4 -20 S.S. MACHINE SCREW V / 1 - 1/2 - MIN. EMBEDMENT 1/4 W000 LAG W/ 1 - MIN. EMBEDMENT Q 5/16 - 16 BRASS W000 BUSHING W/ r MIN. EMBEDMENT & 1/4 - SIDEWALK BOLT (3 /4 HEAD, ,1■11111 LC AO (W) 62 PSF 16-1/4 MAX. 5 -1 /L 92 PSF MAX. 6 -1/4 6_1 /4 6 -1 /L 6 -1 /, 220 PSF MAX. 62 PSF 12.5 1 MAX. 2.5 82 PSP 12.5 1 MAX. 2.5 230 PSF MAX. 9 ` 1� 62 PSF 11 MAX. 11 11 11 92 PSF 11 11 71 11 MAX. 230 PSP MAX. 62 PSF 11 MAX. 11 82 PSF MAX. 230 PSF MAX. 62 PSF MAX. 92 PSF MAX. 230 PSF MAX. 62 PSF MAX. 82 PSF 11 MAX. 230 PSF MAX. �. 62 PSF MAX. 82 PSF MAX. 230 PSF MAX. 82 PSF MAX. 230 PSF MAX. S ?AN (L) FT SPAN (L) FT 3 - MAX. 5' -3 MAX. I 8' - MAX. 3'- MAX. ( S• - 3•• MAX 82 PSF 6 - 1/4 MAX - O -t /L 6 -1 /4 6 -1/4 6 -1/4 230 PSF 3 MAX. 6 112.5 1 12.5 :2.5 11 11 12.5 12.5 :2 11 11 6 - 1 /4 1 6 - 1/4 6 -1 /L 12.5 12.5 12.5 10 12.5 11 11 1 1 1 1 10 11 6 -1 /L 6 -1 /4 6 -vL 6 -1 /4 6 -1/4 6 -1/L '6 - 6.1/ 4 6 -: /L 6 -1 /4 L 5 12.5 12.5 12.5 12.5 11 11 6 -1 /4 6 -1 /L I 6 -1/4 6 -1/4 6 - 1 /4 7 t28 .5 :2.5 12.5 12.5 tt e 8• -5" MAX. 5 -1 /4 6 -1/4 6- 1/41 -1 /L 6_1/4 3 L 12.5 12.5 12.5 12.5 12.5 8 tt 8 3 5 11 11 ' 11 11 71 11 tt 11 11 5 5 -: /L 5 -1 /4 6_3/4 6 -t /4 6-1/2. 12.5 :2.5 1 12.5 12.5 12.5 t2 12.5 11 6.25 6.25 6.25 6.25 ANCHOR NOTES, t. NEG. TO SELECT ANCHOR SPACMG ENTER ANCHOR SCHEDULE AT DESIRED ANCHOR ANO PROCEED TO NEGATIVE LOAD EQUAL TO OR GREATER THAN REQUIRED DESIGN LOAD. THEN INTERCEPT WITH THE STORM PANEL SPAN AT APPROPRIATE EDGE DISTANCE ANO SELECT ANCHOR SPACING. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 3. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF 2X IMIN.) WOOD STUO. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. EDGE DISTANCE 5. 3" ECCE DISTANCE MACHINE SCREW MUST HAVE A MINIMUM OF 2/3" ENGAGEMENT 11/2 -) OF FEMALE 1/4 -20 MACHINE SCREW IN RAWL CALK -IN ANCHORS FOR FULL VALUE SPECIFIED IN ANCHOR SCHEDULE. • REQUIRED FOR DIRECT MOUNT 6 -1 /4 OR 12-1/2 - SPACING ONLY. SPACINGS SHALL NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. APPROVED AS SOUTH FLOR DA BY PRO BUILD ACCEPTANCE NO. CONTROL DIVISION TING WITH THE ING CODE COMPUANCE OFFICE rdat• 0 10 0 f scalt AS N (dea�9n or t VJK FL Licen PE 0.1•:8 li a c a 1. C .nI ei VJ. KNEZEVICH PROFESS:O COTES y 6 •0 - '1 6 516 drawn oy GG 1 h•cI. 0 or� V /R Or aw•nq no. 95 -549 BIWA'&H ALUMINUM STORM PANEL HOLLOW BLOCK CONCRETE DOS) GlIS-9000 OR1 x3. x.125 AL. TUBE IOPTIONAL) SEE NIN. SEPARATION FROM GLASS SCNEOULE !TABLE 21 GLASS OR 0008 °7 CONT. SEE ANCHOR SCNEOULE O SOFFIT MOUNT DETAIL SCALE 3 2- : 2- • 12S MIN CONT 6063 - ALUMINUM ALLOY OR 1e GAGE GALV STEEL ANGLE ANGLE MAY VARY II O CONT. ® ALT. CORNER DETAIL SCALE • 3 * 1' -0 I/420 MACHINE SCREW STUD L WtNGNUT p 6 -1 /L O.C. �aEE '= -CCC SCRE•..S •.•/ "1N Er9EDMENT :R 7""" •wOCO BUSHINGS '.•/ >•1H. _MBEOMENT . -.,o �- EACH :OIS-. 'BUSS OR a AFTERI - 4000 JOIST. TRUSS CR RAFTER 1 /L MAX +-- 2 a w000 / I DECKING "v.oCO JOIST EXIST:NG STRUCTURE 1/3.-20 S.S. MACHINE SCREW STUDS & WWGNUTS Q1 M10POwT OP PANEL SPAN OR Sr 0.G ITYP.1 EXISTING STRUCTURE a N I T►- 0 ,— TENSION F TENER ISEE ANCHOR SCHEDuL -°) GLASS OR DOOR SEE MIN, susARArtoN GLASS SCHEDULE °CONT. @CONT. • (1 CENT TYP 7CP 3 . L BOTTOM v3. - 20 MACHINE SCREW STGO t WINGNUT 6 -1 /4 O C. - ENSYON FASTENER (SEE •NCHOR SCY.EOUL_) EXISTING STRUCTURE :/' -2o MACHINE 30LT 3. NUT ' g'I 12 O.C. (TYP TOP 1 BOTTOM) 1 /C MAX. O I ALT. BUILD —OUT MOUNT SECTION I" SC:.LE . 3 = t•_0 11 A/311 - 1/b -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2- • 1' -0- 3 /e MOLE FOR FASTENING PANEL 0 1 - 1 /2 :1.4/2" AL. STUO ANGLE O - f `! ; . J •U..O ¢ - :: yi a- . N = . A .:I �i 53:. � •1 .:: of Y 2.. nl N 1 . oo j -i < z V ¢ � < _ 1 _ I a u. _ z _ O �I N .. M O ► L. t a N M w G W 1 W NI w WI � � �_ xI 2 W .1 '0 I V z .. I J 0 ~ • - Wz o _ ;QA -I a aI Y o a r. a ) r L V 0I -- < 41 1 • E i 1 T • • • • N vJ.Ia4112ZVICH PROFS FL U . ' e• PE 00 c �' a A A6 Orv.. Dr A3 NOTCO CO I (e.aagn by (CMCk•O tar} l VM er awog no. 95 -549 .1wr 1/3. -20 MACHINE BOLT & WINGNUT (1Q 6 -1 /4 OR 6 -1/3. 0.C. SEE MIN SEPARATION PROM GLASS SCHEDULE (TABLE 21 EXISTING STRUCTURE OPTIONAL HANDLE LOCATION TENSION PAST_NER (SEE ANCHOR SCHEDULE) GLASS OR OOCR 3. !;(1$ TING STRUCTURE- 10 CONT. TYP. TOP L 8OTTOM EE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 1/1.-20 MACH?NE SCREW STUO & WINGNUT do 6- /c 0.C. 1 t W �.. V"y WJ ExIS TING STRUC • • • • 4 5 titf,_7I ` - U c3N r. O WALL MOUNT DETAIL O BUILD —OUT MOUNT SECTION SCALE 3 = t' - 3•' SCALE: / . r TENS ;CN FASTENER I _SEE ANCHOR SCHEDULE) •' TOP . BOTTOM 8 a 3 s 1 /J. x V-11/2 ALUM. ANGLE 1/1. -20 STUD W/ NUT 1/3. - 0 RAWL CALK -AN W/ T /e MIN. EMBED. IN CONC. (JO 5 O.C. w/ 1/3. -20 MACHINE SCREW OR 1/3. RAWL STEEL DROP -IN W/ 1- MIN EMBED. IN CONCRETE ae e- o.c. • • PUNCH HOLES IN ADJACENT APPROVED AS THIS BOLT. PLACE PANEL OVER SOUTH FLORID r . PANELS (N 12-1/2 0.C. TO RECEIVE EACH ADJACENT PANEL AND a FASTEN WINGNUTS FROM THE INSIOE� .ir 8Y Wig, PROD IC ' DIVISION 1 /L -20 MACHINE 9CLT L Nurco 12 TYP TOP L BOTTOM OR O'- CONT. L OPTIONAL _ri DIRECTION INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : 1 -1/2 • t• -0 NG W4TH THE inc CODE 1 ism © STORM PANEL INTERIOR FASTENING (ISOMETRIC) BUILDING '"I c NC OFF1 SCALE ACCEPTANCE NO.q - of • n I 1 /I. MAX GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR E XISTING STRUCTURE TENSION FASTENER ISEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM °CONT. EXISTING STRUCTURE ANGLE TO WALL DETAIL • O A WALL MOUNT SECTION SCALE 3" = WOOD FRAMING ANGLE TO WALL DETAIL TENSION FASTENER ISEE ANCHOR SCHEDULE) TYP. TOP 1 BOTTOM • O D WALL MOUNT SECTION SCALE 3" = 1' -0" PANEL TO ANGLE DETAIL 1 /4 MAX. 1/4 -20 MACHINE SCREW STUD & WINGNUT LB 6 -1/4" O.C. PANEL TO ANGLE DETAIL —0 ORQCONT. 1/4 MAX. 1/4 -20 MACHINE SCREW STUD 1. WINGNUT (m 6 - 1/4 - O.C. (�t GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR 000R QCONT. ® CEILING /INSIDE MOUNT SECTION SCALE : 3" = SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) ♦ \11 \1111\A x,\\1\\ \\ 0. 1 IF. 1 SMEAR FASTENER (SEE ANCHCR SCNEDULEI TYP. TOP 1 BOTTOM 4 1/4 -20 MACHINE SCREW STUD 1. WINGNUT (� e -1/4 O.C. Q Q7 COOT. EXISTING STRUCTURE 1/4' MAX. EXISTING STRUCTURE EXISTING STRUCTURE SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FOR WOOD BLOCKING USE 1/4 S.S. LAG SCREW W/ 1 -1/2" PENETRATION NTO WOOD BL 11" O.C. FOR ALUM. TUBES USE 1/4 S.S. LAG SCREW W/ 1 -1/2 PENETRATION INTO CENTER OF STUDS LOCATED LD 24 O.C. MAX. 1. ONE *14 SMS MIDWAY BETWEEN STUDS. TWO -1/4 - 0 5S. LAG SCREW @ 24 O.C. MAX. ' <'/ 1 -3/4 PENETRATION IN CENTER OF .3 UDS 1 x 4 x.125 - Oo 2 x 4 - X .125 - AL. TUBE OR 2 x 4 OR 2 x 6" P.T. WOOD BLOCKING THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE USE OF THIS DETAIL IS LIMITED TO : i2 PSF• ® WALL MOUNT SECTION (BOTTOM) SCALE • 3" = 1' -0" u 0 W 1. 0 W EXISTING STRUCTURE ExISTINO STRUCTURE GLASS OR DOOR W 0 0 SCALE , 3" I� GLASS I DOOR O vv ' ; F SEE Mal SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1/4 -20 MACHINE SCREW STUD & WINGNUT (I 6 -1/4 O.C. • • • . WOOD BUSHING W/ /4 -20 SIDEWALK BOLT (3/4 HEAD) 6 -1/4 O.C. DO NOT USE WHERE SCHEDULE SPACING IS LESS THAN 6 -1/4 ". (SEE ANCHOR SCHEDULE FOR FASTENER SPECS & SPACING) NOTE CONNECTIONS MOUNT SECTION A EITHER BOTTOM. (DIRECT MOUNT) TENSION FASTENER ISEE ANCHOR SCHEDULE) (TYP. TOP & BOTTOM) 0 CONT. BOP OOP i BOTTOM CONT. RAWL CALK -IN (1 12 -1/2" O.C. MAX. OR ELCO - HANGERMATE - (a 6 -1/4 O.C. W/ KEYHOLE WASHER 13 R SIDEWALK BOLTS. 00 NOT USE WHERE SCHEDULE SPACING IS LESS THAN 6 -1/4 ISEE ANCHOR SCHEDULE FOR FASTENER SPECS & SPACING) 1/4 -20 MACHINE BOLT & WINGNUT p 12 O.C. ITYP. TOP & BOTTOM! © CONT. 0 • SIDE CLOSURE REO'O. (SEE PLAN VIEW) O C BUILD —OUT MOUNT SECTION SCALE 3" = 1/4 MAX. APPROVED AS CO ' YING WITH THE SOUTH FLORIDA IING CODE DA 40a 1 1953.6 • rj PR I • . CONTROL DIVISION BUILDI G CODE OFFICE ACCEPT • o o eft Y ° C w < J • 6 •. I- • J — Y w - O • • 3 V J - f • °.5rz wN •.A e A /1 Y J , • a w o • o e 4 244 Z C o 0 Y a - E • c. • Zs. 0 0 M 7 0 FL Lic PE 0 e•e• [scale AS NOTED (C•s.gn by t „. 4 in 0 m m J LL 4 0 Q a O O ■ 0 • 9 P P 0 r / VJ. KNE / ICM PROFESSION 1g V4/96 or•=ln9 no. 95 -549 drown by GG ICh•ck•a 0)' v• 664.•f 2 •f 4 Florida Storm Panels. Inc, 90 39tid SN Ot'fl I3W SSJ1NI .LS NM'!['R OR A('cm ..•CR CpFcmr ACCEPTANCE NO.: ____21:0304,111_ APPROVED : t JVL 1 1 1986 EXPIRES : 1 1 i g g g 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test Impact Test . Cyclic Wind Load Test prepared by Construction Testing Corporation, Report No. CTC -95 -036, dated November 14, 1995, signed and sealed by Christopher 0. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -549, Florida Storm Panels, Inc. Storm Panel , Sheets 1 thru 4 of prepared by Knezevich & Associates Inc., dated 01/04/96, Revision No. 2, dated 06/06/96, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Reports issued by MSC Metals, dated 09/29/95. 8.3.2 Certified Tensile Test Report issued by QC Metallurgical, Inc., QCM Job No. 5KM -2636. dated November 15 „1995, signed and soaped by James Roese, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 12/18/95, prepared by Knezevich & Associates Inc., signed and sealed by V.J. Knezevich. P.E. Orlando : lanco, P.E. - Plans Examiner 1I Product Control Division -2d- iTSL- S89 -S0E 99 =80 866t/00/50 • um ruu u.m..p A 4;la.u. lilt_,. tl L8 39Cd NOTiC . OPi A ,t NCE• STANDARD s'ONDf'i'[ON ACCEPTANCE Nei : 96 0n4.01 APPROVED JUL 1 i 1096 i till - • - - -- 1, Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed 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 manufactute,'s ntune, city, state, and the fallowing statement. "Dade County Product Control Approval ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of AerAptance 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 gauuttds fur removal of thls Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for salts. 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. 8. Failure to comply with any section of this Acceptance shall be cause For termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. I r 1 , • 1 1 1 r , r 1. . ! I! a i r 18. 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. Titl�avinr vii hart 'FSetrififiw rS v PtiriactlltJl titilrsieri2Rf if ingthkridatifir ti°ior liwf� nuM " A mig , 11 ... l tee ...... -....— rl ... rs.... n- ...........l...n ¥.• irr91 -' ri n mnnlmym r r G" irim rash Wail tau{ tn•liiun w' 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Preven Florida Building Code. apter 36 of the South Orl: s tango, P.E. - Plans Examiner 1i Produ t Control Division END OF THIS ACCEPTANCE • 3 - SN lOM7/13W SS31NIt11S ITSL- 589 -506 9G:8121 866T/b0/S0 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I tj b Job Address 17...W ti•. 102- 5 `• Tax Folio Legal Description Id) 2 —' K. i 2j5 ? r e;: d storicall Designated: Yes No ) Owner/Lessee / Tenant Hr, H ry, WD ©I V-- Master Permit # 4 3 Owner's Address 12 N r 0 t ( , U t qiceihone 7 ¢ — 46 , o,�� Contracting Co. � Address 4-137 /3,5 Si 664 */ Qualifier 4V 4 U° SS # tl -3 1 J¢ 3 0d� State # Municipal # 3 •.Z V 30,36 Competency # 9000/ 71L Ins. Co. J / Architect/Engineer /1� J &)7 ROM-60,/ Address /4* &I—fr 'foe �`L,21At/ I�""� 33/39 Bonding Company Address Mortgagor Address ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN My Permit Type (circle one &F2)6161(7-e• iar POOH/ DESCRIPTION 5w-e4A-'ed ct.)/ S r o jv Ki EL S 44ated Cost (value) q� S Ft. •'/ d444 /ix4 300 I ` ,tveV ( 25 OZ `°° 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 construction 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 f o � ' � � /0/1/49 c N• c a '+ caner and/or Condo President D . �. i AR r a i;j' _)1',1 NO. Cc:.;; MYC� '1 q;9_';g:;"E; ?' 3, ^- c.:;951 &al • j - A ® - FEES: PERMIT ondo President Date APPROVED: Zoning Building Mechanical Mechanical l ",• II -I Q o f Plumbing Si wi of Contractor or Owner - Builder '4'`?�q • _1. • ► : tractor or Owner - Builder My ommi lion Expires: w �- 1 0/01- SNIT 1 OFFICIAL NOTARY SEAL RAFFAELE A RAFFA NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC479866 - MY COMMISSION EXP. AUG. 5,1999 o NOTARY Electrical TOTAL DUE Date q g Date BOND 3 00 0.7 2° c, Engineering Spud i May 18 '98 11:15 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. 1 132 ' 0 '-S 8 0 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain reel property, and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: Ut4 im - 9 re5 ; ?h z. 30 NLS /o L 57' Nl , - A n, / Sho re'S 2. Description of improvement: Add X_B 5 ' ' , .o o 0 3: Owner(s) name and address: If r 4 //r5 r5 /2 N 1O 2— 01 // A44 i 6h-ere-4 • Interest in property: /S4M P Bi.6'''L Name and address of fee simple titleholder 6. Lender's name and addr s� s: s gnaMa of O.mef Sworn to and subscnb Notary Public My Commission Expire • 4. Contractors name and address: Z Co r » ,e1.1:' /01A) (''S s-•4 . 1 :/sat ■ , • '?C'o S4- 5. Surety:(Payment bond required by owner from contract Name and and address: Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.. Florida Statutes. Name and address: /Z..a 333a 8. In addition to himself. Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided h Sec- tion 713.13(1)(b). Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dilfere a is specified) ///r9 day of 19 !- NOTARY PUBLIC STATE OF FLORID A - i MY COMMISSI 1 EXP. COMMISSION NO. CCA798666� S h1a COPY s C ., uiil'esof J 6y FAX � Pp� CO it+e Or h o • a 1 /mss and G COQ tHti • uD CO 70 CJ1 r-n CT CJ1 CO CO PLANNING BOARD AGENDA OF NOVEMBER 19 , 1998 ITEM NO. 3 Name of Owner /Applicant D . M . WOOLFOLK Name of Architect/Contractor J . B . CONSTRUCTION Phone No. 6 81 3545 Address of Property, and/or Legal Description 1230 N .E . 102 ST . Nature of Request APPROVAL OF PLANS FOR FLAT ROOF ADDITION Present Zoning R 20 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change NONE THE PROPOSED ADDITION IS WITHIN THE REQUIRED 15% LIMITATION. FLAT ROOF ADDITIONS MUST BE APPROVED BY THE BOARD. (SEC 523.1) Council Action Required Planning Board Action Council Action aiami Jhore 9 llage F L. O R 1 O A / PPRdvtO Director of Building and Zoning Phone No. W 4630 SEC. 523.1 (e) Flat roofs are permitted on additions to existing pitched roof structures providing: (1) A cement or tile roof is not practical, and this shall be determined by the planning board; (2) The addition shall not exceed fifteen (15) percent of the ground area of the pitched roof section of the existing buildings, or a maximum of three hundred (300) square feet, whichever is greater (any existing flat roof sections shall count against allowable new area); (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; • 1 1/41° 1 1, Oft:-AP:3;112,744 _erpoi:_, I I c lc l - — t ......_...__ er -} _ tom -- _�dt _ = �►#w(z; - t c 'prp�o � — — 1I 11 Q - I I rnio 'It r_AT edettt4t— " ilLo-42ver ' 6Gpiv • - • • - • -= • - - . iJ J _ ..1: . • fri 1r4- : t14. • - 11;• ' :pJ - 1' • H L7J9 -- . 7 -- o • 2R... LNflokJ rs.p.,94 p.e+4,41,4c. • _ z Is4A.41- 1 . 40.= reKro • - m. %pciL ci ttA . 7._. ' r 1 :14 - • 1...10 • : zaid.rpzt-p - exi -- . -- . - = 17 -7 241 rigM44 ... -mr-6-164 • _ tT3i1b /15' 13 13: 22 30593194 . METRO - PRODUCT CONTROL, NOTICE Binnings Pan American 2805 N.E. 185 St. Miami FL 33163 Your application for Product Approval of: Series PA- 14 Aluminunt Single Hung Window 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. PA-UDC-01, Sheets 1 thru 8 of 8. 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.:97-1027.09 (Revises No.: 96- 0220.01) Expires:07 /09/01 ✓ 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:07 /09/93 tnrarorit mail address: postmaster @bulld'ingcodeoniine.com OF ACCEPTANCE A2-1;uclocw_6, METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul ltod iguez Product Control Supervisor .■ ' - s +anger, • 7 Director Building Code Compliance Dept. Metropolitan Dade County Nomepage: http : / /www.buitdtngcodeontine.com .fr sw t i o 1,1:22 3659319476 lS1NfVlNlab • Binnings Pan American ACCEPTANCE No.: 97- 1027.09 APPROVED : JR O 9 19 9 8 EXPIRES : JUL 0 9 2001 NOTICE OF ACCE PTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 96- 0220.01, which was issued•on July 18, 1996. This approves an alurinum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, 'do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PA -14 Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No PA- 14DC -01, Sheets 1 through 8 of 8, dated 10/22/97, revised.on 6/16/98, signed and sealed by Wm. M. Meyers, P.E., bearing the Miami - Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. . 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6.1.4 2 r.- uc Man Perez, P.E. Product C Examiner Produc Control Division 39t16/1996 23:22 3135yJ1,4 c, Bi nines Pan American 9. This Notice of Acceptance consists of pages 1, 2 and this last Page 3. ACCEPTANCE No.: 7 - 1106.03 ._ JUL 0 9 19 9 6 APPROVED JUL 0 9 2001 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS considered after a renewal application h filed s, are noolde have a rovat) shall be cons data, engineering documents 1. Renewal of m i t Acceptance ( PP g test supporting original submitted documentation, including ti g state, and the eight (8) years. shall be permanently labeled with the manou` acture's name, city, to the 2. Any and all approved products sha P Product Control Approved", following statement: "Miami - Dade County specific conditions of this Acceptance. Building Code affecting the evaluation of this product and 3. a) There has s Acceptance ea change ge in the South da Bu g a) There has been a Chang d if: the product is not in compliance with the code chang es; The product is no longer the same product (identical) as the one originally approved; b Th p lied with all the requirements of this acceptance, including the c) If the Acceptance holder has not co m p correct installation of the product; d signed and sealed the required documentation initially submitted is d) The engineer who originally prepare g no longer practicing the engineering profession. vials use, and /or manufacture of the product or p e shall ( through automatically 4. Any revision e r change in the mate rov al has been r q be cause for termination of this ,Acceptance, riate fee) and granted by this office. filing of a revision application PP lance: 5. Any of the following shall also be grounds for removal of this Accep p are. a) Unsatisfactory perforrnance of this product process. p other urp b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufa cturer or its distributors and shall be available for inspection at the job site at ail time. The engineer ne not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Wi z. P.E. Product END OF THIS ACCEPT'ANC Division - 3 - E Ma rot Ex earn in. FR.•I:l) E (Y1 N,RTR V (71 U,V I'ENTCOV.STRI)('Tl )N Pon Name - ('onstrurtion Dennis ;Morelia, Cool *adios !Moils Vent Head Butt Joining 6063 T -5 .Alum. Bull Joining Vent Sill Bull Joinin` 064 T .5 Aham. Butt Joining Vent Jabs Butt Joining 6065 T -5 Alm. Butt Joining Corner 4I0 x1 "phphpp SW) ■ IQs I phphpp FR.•I:l) E (Y1 N,RTR V (71 U,V Pan Nome S)alrtial - ('onstrurtion Dennis Head 6063 T•5 Alum. Butt Joining Sill 6064 5 Alum. Bull Joinin` A►mha 06ST•5Ahim. Butt Joining Corner Steel 4I0 x1 "phphpp IVEdrlI R - STRIPP)A't; i)aomrirl' nis''ipt;an ).oration 3 Woolp de Veh Vent )sun I Flap Vinyl Sill l Fhp Vinyl Alcctingkail 2 Dust Plug hi eeting Rai GL:tzING MATERIAL Afaoiol alana/rtnwer Sihcout DOW Gbtitt Bead Binninls Pan Am False Mullin Frame Binning PL>• Am Glass 2 11,-I R) (PARE eaantity beseiptiva Location ■ 2 Snap Latch Vent Sill 2 Balances Vent Jamb 2 Vent Rekasc Clip Prime lamb 1 Vent Stop Triune lamb GIAZIA(; IVE77JOJ) I. Snap•in GbtingBeel 1. False HoNin Grid System 6" NP. !2 � 1 16 t /2' O.C. MAX. i 6' P?. I 53 ) /8" FRAbKK 03.'1. 52 1/8' BUCK DI51. I" i I.> • 16 I/2' 0.C. max. INOtsas A- tt;14f!D M RR CCC Cale 401ES Moo. 4, I Ma PJS 12/71 in? 6" if?. 4 90" i R& 89' 8UC'( 0t . NOTE: fl Nlasimum spacing for fasteners hem the cornets is 6' 21 Jlaxim ms. Spacing tier fasteners O.C. is 16 1.'2" 3jVuantitiesal abole trpresent minimum nomher of in.aencts. :Additional Writers is acceptahlr 4) Window widths and window heights on charts alum are Gx (IM MO 3101SIs. Check % th manul ;emrer for a•,ailabiln of product. ftrican Binnngs Dik • P.O. Box 630038 2805 N.E. 18501 Slreel Aliornl, Florldo 33163 (305)931 -2350 - Mw Oak M CIS Ihmll l fop fwiq/1Nbt• lieu l l7o G ��rygir l SH. 1 PA -14 L 3 Or e PA -14 SINGLE HUNG CONSTRUCTION BUCK 1110171 PART M). DAYLIGHT OPENING' GI-43SWf1)TH .VAS /1 OPEAI.YG FRAME O.SM. ) EAT JIXEl) FEAT • 17.X1) 18 11 14.51 14 513 14 51S 15 118 15 1/8 15 1116 19 1/3 21 1449.1 20 112 2048 21 21 21 996 25 25 1/' 6063 T-5 22 22 2 )1? 22 h' 23 l 15 26 {n 28 24 413 24 41 25 23 25 9116 29 30 7 26418 2641 27 27 27 9116 31 32 %T.NT JAMB WEATHER STRIP 23 1/2 28 4/3 29 29 29 9 33 36 ? 32 112 32 411 33 ,3 33 9116 37 40 14.8002 361!2 3641 37 37 37 9./16 di 44 401/2 40415 41 41 41 915 45 43 VARIES 44 1,2 44 4 8 45 45 43 9;16 19 51) 46 1 :2 46 418 47 47 47 9 51 52 11 ' ' ' 48 51 _ 4S 518 49 11 _ 19 11 49 1116 53 11 HORIZONTAL SECTION BILL OFMATERCAL ' PART M). ITEM O1; ANTITJ' £\TR V LS 1 ON Ms'A18ER .41.4 CX /.V1,VG NUMBER MATERIAL REJ/:4RA S 1 . FRAME JAMB 2 14.51 14-51.1 6063 T -5 2 VENTJASIB 1 14.49 1449.1 6063 T•i a FALSE MUN11N I VER1.1 AS REQD 14 -88 14 -88.1 6063 T-5 USED IN CONJUNCTION WITH 1TENI k1 VENT BOTTOM GUIDE ' 14 -5018 NYLON 6 VENT TOP GLIDE 2 14 -5015 NYLON 7 GLASS 8 J %T.NT JAMB WEATHER STRIP 2 08 -2010 9 VENT READ ASSEMBLY SCREW ? 14.8003 .STEEL A X I' PPHSMS PILOT POINT 10 MEETING ASSESIBI.Y SCREW 2 14.8002 NYLON 8 X 1'4° PTHS\IS 11 ROLL FORA} GLAZ'G BEAD a MB- 039{065) ALUM. OPTIONAL (CAN BE SUBSTITUTED WITH ITEMS 43 & 41 12 BLOCK & TACKLE BALANCE 2 VARIES 13 DUST PLUG ' 14201)8 NYLON In Z z z H 1) N 1.900' < -1/4' GLASS 1VE EYP. —0uc; a4E.vor, GLASS IY4hr1 DAYLIGHT 0 cND C two.: 0.5.11 SEcls0N 1/ ` S:au WYE MAX. e.tia..r< ld.M59 AS rm C.Y. cDUa■ Dl7. S1 VARIES Aar Pj PSS lalr4 ito PIS __ Dar. 10/72/97 Thar 6/16/98 rl Binnings A merican Drat Awe ASSEY9LY IMtb.. Pen "rim M4 [dtrgw rain /00-4. Alan S.H. PA -14 1 An<ro PA 14 00 -02 9 P.O. Box 630038 21305 N.E. 1851h Sire.) Miami, Florida 33163 (305)931 -2350 4 PA -14 SINGLE HUNG HORIZONTAL ASSEMBLY 113.44.. Look A ) 13 IIidil Window ileight(isiches) um 25.000 18.000 30.000 31.000 36.000 37.375 40.000 44.000 48.000 49.67-5 52,000 55.500 57.00 60.000 62.000 64,000 68.000 72.000 73.187 76.625 84.000 88.000 90.060 13,125 RD AD ax an 69.33 69.33 69.33 031 69.33 69.33 6933 an 69.33 69.33 69.37 6933 AD KB KB 69. 3 3 KB OB AB 6933 -- PAO 6933. OX 6933 69.33 69.33 60.33 69.33 69.33 6133 an 69.33 ox ar KB 6933 69.33 6933 69.33 69.33 ex 69.33 1)9.33 69.35 69.33 .377 15,500 69.33 69.33 69.33 69.33 OB 69.33 013 69.33 WI KB OX AD RD AD 69.33 69.33 69.73 6933 69..33 6931 6931 69.3. 69.33 ex 031 23.000 an auen -120.00 ex 69.33 an 69.33 an 69.33 on 69.33 ar.arfan -110.170 -12000 on an AD 69.33 6933 033 KB 033 ax ex 69.3) L am 30.000 6953 OD WI 3 ' 69.13 KU an ox RD 6933 6933 69.33 RD AD AB AD OD 6933 69.37 KB 69.33 69.33 69.33 an 69.I3 KB 32.00 KB 69.33 60.1 69D 69.33 6933 RD MD 6937 69.33 69.33 AD 69.33 6933 69.33 an 69.33 6931 69.33 OA 69.33 OD au an AD 36.000 69.13 69.33 69:13 69.33 69.33 6933 ex 69.33 69.33 WI 69.13 OA ..033 -120.00 AB 69.33 69.33 WI AB 69.13 W; 69.33 69.33 AD AD 6931 40.000 69.33 69.33 69,33 6931033 -120.01"120.00 W3033 -120.00 69.33 AA ox 69.33 69.33 an KB KB 69.33 AD au outran .80.93' 69.33 69.33 69.33 am 66.96 umo 69.33 69.33 69.3,433 -120.00 WI'AB an 69.33 6933 69.33 0.33 69.33 KB 69.33 69.31 69.33 AB 033 6933 AD 69.33 au or au 6043 18.000 69.33 69,33 ex ex au ou au MD 69.33 69.33 OD 0.31 69.33 69.33 69.33 69.33 au 69.33 69.33 68.70 an 6141 59.26 56.39 55.06 WV 6933 69.33 OD on 69.33 6931 AD 6933 69.33 69.33 69.33 69I3 0.13 69.33 ax MP KB KB 6695 65.78 6164 AM 56.14 53.99 57.72 52.125 69.33 OB K B 69.33 69.33 RD 6933 69.33 AD 6033 69.33 AD 69 33 6933 MD MD 6933 68.14 64.05 6193 A% AO 54 28 54 .66 50.44 54,6:5 on 6933 OD 6933 OD OD 693:1 ex ex on 6933 6933 69.73 MD 017 A% 66.9) 64.84 00.95 39.89 57.00 5442 51.66 49.16 48.00 Window Width Window ileight(isiches) 14.000 25.000 18.000 30.000 31.000 36.000 37.375 40.000 44.000 48.000 49.67-5 52,000 55.500 57.00 60.000 62.000 64,000 68.000 72.000 73.187 76.625 80.000 84.000 88.000 90.060 l&125 -120,00-820.00-129.40.420.00 -110.00 .120.00 .120.90 .00.00 -00,00 -520.00 .120.00 -120.00 -120.00 -120.00 -870.00.20.0 -170.00 -120.00 -1200 .120.00 -12000 -120.00 -120.013 -120.00 -120.00 2.L000 ... .120.00 .120.00 -120.00 -420.00 -120.00 -170.00 .120,00 -120.00 -420.00 420.00 -120.00 -12000 -120.0D 420.90-420.01) 120.00 -120.00 -120.00 -120.00 -120.00 -114.41 -93.74 9787 .90.73 .377 25,500 -12.0.00120.00 -120.00 .120.00 .120.00 -120.00 -170.00 .12000 r .120.00 -120.00-810.00 -120.00-120.00 -120.00 -120.00 -120.00 -829.09 -120.00 -107.09 -11 6.09 -106.78 -87.49 .91.35 -84.71 .S1.74 23.000 .12600 -12 0 00 -120.00 .12000 .120.00 .120.00 .120.00 -120.09 .120.00 •120.00 .120.00 •120,00 -110.170 -12000 .120.00 -120.00 -120.00 -119.79 .92.79 .1)449 .96.11 -78.74 -82.3? .7624 .7156 30.000 -12000 -12000 -12 0.00 -120 00 .120.0 0 -12000 -IMOD -120.00 -120.00 -120.00 .120.00 -120.00 .120.00 -i20 U(1 .12000 -120.00 -1300b .110.91 -85.92 -96.75 -SS,99 .72,94 .76.)3 -765'9 -6837 32.000-120.00 -120.011 -120011 -120.00-120110 -12100 •12000 -120,00 -120,00 .120.00 •121100 -12000 -129011 -120.00 -120.00 -116.59-11)7.77 -79.99 -90.08 .82.86 -67.89 -70.85 -65.73 -65.42 36.000 -170.00 -120.00 -12000 • 12900 -120.00 -12000 •120.00 • Quo -12000 - 11000 -120.00 -120 op -120.00 .119.35 -11143 -11)9.52 .102.46 -9075 -70.30 -79.17 -1182 .3966 .0129 -57.76 -5 5.14 40.000 420.011 -11000 -120.01"120.00 -120.00 -120.00 •120.00 420.00 -120.00 -1200i-12000 -113.03 -110.01 -106.90 -101.17 -97.69 -9139 .80.93' -62.70 .711 61 -64.95 -5322 -55.36 49.72 r .84.000 420.09 -120.00 -120.0r120.00 -12R09.120.010 -120.09-120040 -119.4 .110.65 -116,52 -99.28 -9131 •33.16 •32.47 .75.05 -56.59 -63.73 '-5362 -48.03 50.44 -46.50 -44.87 48.000 -120.00 •120.00 -120.00 -1211.00 .12000 •117.56 -115.67 .112.22!-11/6.56 -100_39 •98'I -95.32 -90.46 -87.90 -81.19 -80.33 -75.15 .66.56 -51.56 -58.06 -53.41' 4569 .42.37 -40.8S 50.000 -120.00-120.09-420.00-418.30-185.61 -110223 -I(30 .10534 .100.35 -95.11 -92.99 -90.16 -86.52 -3416 -79.66 -76.91 -11.95 .6333 .49.37 .5559 -51.14 -41,90 .43.75 .4057 .39.15 52,125 -14946 -111.91 -11149 -110.73 .408.10 -103.19 -101.61 -98.71 -9160 49.42 -87.21 4140 -0.0 -79.84 -7621 -73.58 -68.84 -60.98 .47.24 -53.19 -48.93 -40.09 -41.04 -1 3,81 -37,45 54.625 .110.37 -103.98 -105.01 -102.54 .100.17 -95.75 .94.32 -91.70 -36.74 -60.61 -76.51 .75.78 -72.46 .71.26 -67.93 -65.51 -53.02 44.95 -50.62 -46:56 -3815 -39.83 3634 .35.61 TABUN GL-LSS TYPE R1ENFORCENIENT REDRAWING ies 4 :VW ANNEALED NONE PA-14M-04 2 31I6" TEN1PERED NONE PA-I4MC4)5 3 Jab' TUIPERM STEEL PA.1411C-06 4 DSB 118" TEMPERED NDNE PA-141X•07 5 . DSB iir ANNEALED NONE PA-IOC-9S 6 SSB 332" ANNEALED NONE l'A-)4DC-08 gnaw.. a-arogar IS. egi MATT gas, Pawn PJS %Wool lit PJS AO! 10/2?/97, " /l6/98 Avg 110•Jor l Owasapp frambrs: Comparative e Ana tysis(rosnive Lila its) Table 1•1 PA.14 Single IlangWindosy Positive Design Loads Dared on Comparative Analysis with 3,16" Annealed Glass Non-St: 'return] Test R mit: A T P051-1.0i-98 Strum:07w Repoli MT LI- Comparative Analysis(Negative Loads) Table PA-11Si»gle Bung Wintiovi Negative Design Loads Brad nn Comparative Analysis with 3216' Anneokel Gins Non-Sinieinealtes1R A711151401.98 Structural Ti Repo0 11 r--Binnings D r.Pan I 1 American I ti art car cmparativeana5)sa. Cleat CI.t ih mintiflonv kit 3■1)13bil* of product P.O. Box 630038 280! N.E. 1859: Streel Miarnl, florid') 33163 (305)938-2530 Was Omar lity4 tkm.e - rod tddqp•or pirts•AI•dat. 1)trw CHM --- St PA- COMPAWLI of 6 rk,e PA-14 SINGLE HUNG COMPARATIVE ANALYSIS PA- 14DC-061 A • MErP0-021 METROPOLITAN DADE COUNTY, FLORIDA_ MEMO:DADE FLAGLER BUIWING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 QN'RN LQJCFTE. T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach FL 33069 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: Series 200 Outswing Aluminum French Door w/Sidelites (Heavy Duty Reinfoced) under Chapterl of the Metropolitan Dade County Code governing the use of Alternate Materials and Type and described the plans, specifications and "calculations as submitted by: Acceptance No.:98-0625.02 Expires:06/30/99 / Applicant along with Drawing No.TM208 sheets 1 and 2 of 2. has beenrecommended for acceptance by the Building Code Compliance office to be used in Dade — COimty; - FlOridainider theipeCific conditions forth on pa.geS 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 inunediately. The applicant shall re-evaluate this product or material should any aminendments 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. Raul Ro guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS ___ _ _ . - BUILDING CODE COMMITTEE . _ This appliCatiOtifor Product Approvarhis 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. Building Code Compliance Dept. Approved:07/16/98 _ -1- MetropolitanDade County - 16.4.■ai.:..14 ..lit .ii.iit■wa■ sob warga....■ i .cf11111a . i;_etrn 7 i. SCOPE T. M. Window & Door Company ACCEPTANCE No.: 98- 0625.02 APPROVED EXPIRES _�: :: June 30;1999-- : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS •�'ak:# L . .`:: 1.1 This renews the Notice of Acceptance No 97 , which_ was_issued_on_Iuly_31,__1992. approves an aluminum outswing French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where- the pressure requirements, as determined by SFBC 23, do not.exceed_the. Design Pressure Rating values indicated.in the approved drawings:.— =_ 2. PRODUCT DESCRIPTION 2 1.,___The 200 _._ Outsw*ng Aluminum French /Balcony., Door w /Sidelites _(Heavy Reinforced) and its components • shall be constructed .in istrict compliance. with the following documents: Drawing No TM208 -97, titled "Series 230 French Door (Reinforced)" Sheets 1 through �- . = :2= af- �datecl:OG =1 -98 bearing =itie- Miami= Dade = County= Prodder Control - aPPfoval =stainp=with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred, to as the approved drawings. • 3. ; LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door, as shown in approved drawings Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 _ The aluminum outs-wi 'ng "French doors and its components shall be installed in strict compliance �-- :with the approved drawings: 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. Product Control Division 5. LABELING JUL 1 6 1998 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS Appiicafion for building Perm;iCS all accompanied .by copies ofthe follow — " 6.1.1 This Notice of Accep ce 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ist ; 1 . LIA4 Kc Ishaq I. Cf anda, P.E. Product Control Examiner • T. M. Window & Door Company APPROVED - JUL 1 6 199.8 - - - EXPIRES =- _ -. -- . - -_ Judi-30;4949 STANDARD CONDITIONS . _ Renewal of this Acceptance (approval) shall be considered after a renewal application has - been filed and_the original submitted documentation, including test supporting data, engineering documents, are no older than eighf (8) years. NOTICE OF ACCEPTANCE: ACCEPTANCE No.: 98 0625.02 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the - "following statement "Miami -Dade County Product Control Approved'', or as specifically stated in the _ specific conditions of= this=Acceptance.- 3. Renewals of Acceptance will not be considered if: _ There has been. a.change in the South Florida Building Code affecting the evaluation of this product and the product is not incompliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; = -If -- the Acceptance = holder has -not complied-with -a1Irthe-requirementsFof this -- acceptance ,- - -includrng - ttie- - 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'alsb'be grounds-for removal of this Acceptance: a) Unsatisfactory performance of this product or process: ' _ b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami _Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies; shall be "provided - to the user by "the manufacturer or its disvibutors and sTiall be avai1a6Ce To inspection afthe jo iite . at ail time: -The engineer need pot reseal copies._- 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. . . This Notice of Acceptance consists of pages I, 2 and this last page 3. 1s9 E . C eivictA Ishaq I. Ch nda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE B ILL C] F hi A NOtE)IY - AR - .1• t1ESCRIP- TION-"-' =__._� v °_-.° " °_ `-. 1 1 SV28616 FRAME HEAD 2 1 SV28615 FRAME SILT . 3 , L .G _FRAME JAMB . . 2__ GV3 3' HIKE. STILE_ ._,.,__ 5 2 GV34601 4' ASTRAGAL STILE 6 1 GV36570 3' TOP RAILS (PER DODR) 7 1 GV36370 3' BOTTOM RAILS - (PER - DODR)_ . : irj GV3182- RAIL V/S ADAPTER (PER DOUR) 9 ..g. 5 - - OPENBACK ' — _ ._--- __ 10 - GW30526 EXTR ALUM. • SNAP GLAZING CHANNEL 11: _2.- ALUPM. . ALUM FLUSH BOLTS cPER DOOR) __ 12 4 GV34808 EXTRUDED ALUM. CAP (PER DR.) 13 2 STD. 3/8' STL THEADED ROD (PER DR.) 14 4 STD. 3/8' HEX HEAD;,MJT (PER DOOR) 15 4 STD. 3/8' FLAT VASHER (PER DOOR) 116 1226 VIBORG GLAZING CHANNEL 17 1/8' TEMPERED GLASS 18 - 3/16' TEMPERED GLASS 19 1 SER.400 KVIKSET KNOBLOCK (PER DOOR) 20 1 SER.600 KVD(SET DEADBDLT (PER DoDR) 21 13050 ULTRAFAB CENTERFIN VOOLPILE 22 13033 VIBORG BULB VINYL 23 6.: DR - . 3/4" PLASTIC 'HOLE PLUGS (PER .A(B) 24 114X2.5' PAN MEAD STAINLESS STEEL 251 2 ALUM. TM HINGES (PER DOOR) 2 - . -: _ GE[002 -' - .SILICONE- BACXBEDDING__ 2 FRAME. ANCHIIRS 2 I GV31827 LOCK STILE 251 s -- Mt EMBEDMENT ') ' 1 1/2' • ii. I ( :t l.111lli5.. 1 ,1/4 'MAX. 1 1/2 TYP. • y • -c • 1 /42%,_:7___ i �ri:� ,�i�i iii /1 • 35 -1/2' TYP. _ TYP. DET AIL WOOD CONS. Z - C ob CRETE 7/8' X 2 3/8' X 7/8'. 1/8'. ve/ED TO r x 2 3/4' X :1'178' BOTH - 9g1= LONG. 35 1/2' —7 DNC. CONS. 2-13/16'X 3 1/4' X 13/16' X 1/8' X 93 9/16' WELDED STEEL CHANNELS n 1/4' MAX. - SILL RECOMMENDED 3/4' RECESS (MiNu - MAXIMUM 36' WIDE PANELS. FRAME DIMENSION 135 - . 3/4' CONC. CONS. - _ -.. '-- -- GLASS -BED - IN - SEALANT -- n 1/4' MAX. 1/I 11/2 I (1' STITl TARS AT TIP 1 IOTTDI RAILS. NOTE ALL TAPCONS FOR USE IN CONCRETE TO BE 1/4' DIA. ALL WOOD SCREWS USED INTO WOOD BUCKS TO BE $$14s. 2- 13/16'X. 3 1/4' X 13/16' X 1/9' X 93 9/16' WELDED STEEL CHANNELS STO1 CRS AT"TL-L BMX RAfli - - 4 W N 0 n [ /4 MAX. - nde Action' 3' X 1 1/2' x 1/8' VALL X 86 1/2' LONG. TM WINDOW & DOOR CO. 601 NW 12 AVE.. POMPANO BEACH. FL PRODUCT DESCRIPTION SERIES -230 FRENCH DOOR- (RE ARCED) GLASS TYPE 3/16' THICK TEMPERED GLASS TEST LA I TES - T.ING LAB. TEST REPORT NOS MTL 15356 Dw No onFlg' TM20 -97SEE ELEV. Sheet' 2 - 0E - 2 D6fte� 6=17 - 98 Rev. Product Approval • TYP: DETAIL CONC. CONS. Rene I '- l / 4' N AX. 2.13/16'X' ?3'"1/4' X - 13/16:= x; I /8' x ,93 9/16', VELDED STEEL CHANNELS IR'I S6 SRO1111 AI TIP L • T1IT1W RNLI APPROVE AS COMPLYING :Y'TH THE SOUTH FLORIDA BU4LDING CODE - DATF Z LL - - -tG ._Ig1B oT r C4cq �tl4 nd4 PRODUCT CURIAOt O:r'.S JH . BUILDSNG "COOS CIADUANCE OFFICE AccEPTANGE ifO C IS -642.5 QZ Fl © .' .I 0 8 I ›.. cl I ' 7 7/8' 7 7/e' _ 1 .— _ . 0 ' N x /) O D . / 7 7/8(f 7 7/8' / ba) se imp 7/8' 22 1/4' 83 39 1/4' 3/4'• FR. T 98 1/4' FR. HT. " J+ © .' .I 0 8 I ›.. cl I ' 7 7/8' 7 7/e' _ 1 .— _ . T 98 1/4' FR. HT. " J+ v 1 I ' 7 7/8' 7 7/e' _ 1 .— _ . _a- N x /) al 14,2/1 s e• 0 \`0 i 7 7/8(f 7 7/8' - f = / 22 1/4' 83 39 1/4' 3/4'• FR. 1 DIM. 22 1/4' - SINGLE SIDELITE WITH DOUBLE DOOR & SINGLE DOOR 75 1/2' D.F. --. - 22 - 1Y4' - - . .--38••••• --_h35. 3f4� FRAMs= WT TN - SINGLE - DOOR v`SIDELMITE -EACH SIDE__` "- TYPICAL STDE - - -. LITE • _ ANCHORS - . _ _ . _ . . AU.. ALUMINUM TO BE 6063 ALLOY, T5 OR 76 AS REQUIRED. NOTES. 7.N vOOD CONSTRUC.TIONI r S L CO • 1. REFERENCESS 'VOID ENGINEERING HANDBOOK', US. FOREST PRODUCTS LAB. 1974. _ 'SWUM PDE MAMUAL' . =BERN 'WEST PRODUCTS ASSDCIATOl-1975. NOTE S`014 CONI. ?E ST CTIOM __._. L MAXIMUM SHIN SPACE - BETVEEN ALUMIUM FRAME 1. CONCRETE/WM SUBSTRATE = 1/4'. 2. MINIMUM V4' DIA, TAPCOI EDGE DISTANCE FROM FACE OF CONCRETE/BUX3C = 2 1/2': . 3. MINIMUM 1/4' DIA..TAPCON EMBEDMENT FUR HOLLOW CONCRETE BLOCK = 1 1/2'. 4. MINIMUM- SPACING BETWEEN TAPCON ANCHORS' = 3' 5. REFER TO 'NEV TAPCON DESIGN DATA' 1. ICBO REPORT 43370 OCT. 1990. SINGLE DOOR 6' 7 7/8' co 0' 1 6i 22.1/4' 75 1/2' :0!. 120' FRAME DIM. FASTENER NOTES FOR REINFORCED UNIT+ SILL+ - SINGLE DOUR V/SINGLE SIDELITE AT LOCK STILE. • I 0 7 7/8' : 7 7/8' 7 7/8' - TYPICAL - TYPICAL HINGE LOCK J- 39; 1f 4.' ANCHORS ANCHORS DDUBI E DODR'VfTH SDVf1 SD7ECtIE- E161 tY AT FIXED LITE - ONE FASTENER 6' FROM END, REST 18' O.C. AT PR. OF DOORS - A CLUSTER OF 3 FASTENERS EACH SIDE OF CENTERLINE OF DOOR OPNG. AND ONE AT MIDSPAN. OF PANEL. 22 1i4-' 61 1/2' --- - . FRAME_ DIM, AT SINGLE DOOR ONE FASTENER 6' FROM ENDS AND ONE AT MIDSPAN .OF- PANEL..- - -: HE4D+ .SANE • AS._SIL:L ;~ ' ;IAMBS: • - DOUBLE ROW 6 ENDS AND 24' ON CENTER. INTERMEDIATE MULLIONS+ A CLUSTER OF 3 FASTENERS EACH 'SIDE OF CENTER OP MULLION AT HEAD AND SILL ADDITIONALLY ONE 6' X 6' X 1/8' x 1 3/4' LONG STEEL- 4140LE WITH ONE LEG INSIDE TOP OF MULLION AND • OTHER SECURED TO HEAD V/ 4 3/8' X 2' CAP NUTS. Dwg. NoConf►g+ Sheet: Date+ TM208 -9TSEE ELIV.I 1 OF 2 6 -17 -98 DOUBLE DOOR 61_-• 63 L2 5 I > - D:F FOR FIXED LITES, 3/16' TEMPERED GLASS IS SA DESIGN PRESSURE RATING -FOR - DOOR tINDICATED +110.0' PSF, - 1 PSF GLASS LITE INFORMATION: SERIES 230 FRECH DOOR PANEL TYPICAL GLASS BIITE = 3/8' SERIES 230 SIDELITE FRANE V(TH GLAZING BEAD TYPICAL GLASS BIB E = 1/2'. I"M°41T4 -DO CC \LIZ O. _6.01... NW_ 12_AVE_,_P.OMPANO - BEACH, _FL PRODUCT :DESCRIPTIOy,.�: `L S E I3 • ENGH °DQOR FREINFORCED) GLASS TYPE 3/16' THICK TEMPERED GLASS TEST LAB' MIAMI TESTING LAB. TEST REPORT NO+ MTL 15356 Rev. Metro Dade Action+ Product P Approvot Renewal N 7 7/8• — 7 7/8' • TISFAC TORY. C MPLYTG v0 - +`r p.} -nit �OpkC. C50E DTF511 t�p `Ii_q BY • CJ-•uwie. PRODUCT CONTROL DIY!S.ON 9UILOUNG CODE COMPLIANCE OFFICE ACCEPTANCE NO 9R /y7S.1 Z PLAN REVIEW COMMENTS DATE : 4 1 9.9 PROJECT NAME : ./ RS • G •me'L/ PROJECT ADDRESS : lZ j 'G� REVIEWER: /` SHEET NUMBER: COMMENTS ,A /fo ell' M WA- i,es/A. , ,ga Rac. p /"7",C /_ 9/2. /2,2 /'i' Lr/`eee ,>,l '4- / IZOdr (ol/ to g,C u 9 Grh� ` L arm ��hc�� Z 9je �— , S te; /`-1 . ,l/av / Date Signed Title Total Number or Hours (PLEASE TURN IN A COPY OF THIS FORM AS YOUR TIME SEEET. FOR ALL PLAN REVIEW) JOB SITE: PLANS EXAMINATION SHEET woalco((_ / -3c /-LE /6). % S7' TYPE OF REVIEW:. CODE SECTION PAGE LOCATION 2403.2 COMMENTS DATE: J 1 - vZg BY: 21/64 f /4x1 61,s5u..04ed Sei1 be ,arid vol e ,' 2,900 ril - mu-sr have ave1 s. of viJuett. ot 1 gyve • N c Game . /-c by, vty eeats [/tee () ceut c t a,i- to-u,S , e ✓vace reoQf pev A-5ca 7 -Sg . -ire, re o1 -to 12-e Ve L4e1, QS ovect4 per S ec. Z • 51 4 - 1 - Q.i., ? 1 &S x v &icF1• S114-"J f a4- tOluw► n ac44a14..orS are ra eel AY Hte (eScc1isn+ foa-d en T��. sew./ 5�.our- g # t i p cti (ed re(l w g► so" /ap o i do weis ra S ©n Ji't4 Vt9 ,QOom PIA v� show- ha..1ch i>1) a� /,lock s e Play: -frussed [roof bN.) Sal 5 " Trr,sses lv have z x 6 �01' c..ords 7 $ z b 0 Parr -ucf g r o-va if -fir w,; zdc enc. I trA 44 dou Lo le w o w) alvcd siorm ‘4,1s . JOB SITE: TYPE OF REVIEW: CODE SECTION PAGE LOCATION COMMENTS PLANS FaAMINATION SHEET DATE: BY: VA/ / -- J -3 _ 't;' ifri P . j. / roa KLsui S OEES =LACE :LELDINC AND ::C :NC DEflARTMEN: 1005 N. E. '_*:d AVENUE oh. (005) 795-2204 FAX: (305) 7_`71-?972 WILDING PERMIT /CCNPRACI'ORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPER) cr STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE =-cm county or munici elity where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCMH204, Construction industry Notice of Election to be Exempt. Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). 1/ Two sets of energy calculations. __11 Two sets of signed & sealed Truss Plans (Engineer). DP DADE Coun • State of Florida Products Approvals sheds, undo , exterior /garage doors, aluminum ca enclosures tters awnings skyligh4, Approvals from HRS, DADE County Impact Fee Section, Health Department (when applicable). DERM PLEASE SUBMIT EVERYTHING CHECKED OFF Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee 1 Flood Elevation 1/ p 1 2- / 21a()Cal for roof materials, orts, screen and etc. 01 Fire Department & FLAN REVIEW CONPt�LNTSS PROJECT NAME : GI/ 0 iC2 � PROJECT ADDRESS : /Z 3 A/4? A4 57 DATE : /��G /7 REVIEWER: SHEET NUMBER: COMMENTS /1/ e �d s J' �,v 'Di s�4 / �. E- r ° S • ii !P S eA- !'G JL E 6941 x'22 Roc V,i . i 4 °5 ©/ 14- gnat 3 of Inspector Title Total Number or Hours (PLEASE TIIRN A COPY OF THIS FORM AS YOUR TIME SHEET: FOR ALL PLAN REVIEW) JOB SITE: TYPE OF REVIEW: PLANS EXAMINATION SHEET t o o l f ° I L 1a30 ^L c-. DATE: I I-� BY: 2/16,4 CODE SECTION PAGE LOCATION 2 A o3 .2 COMMENTS N1Q-x, acs54cm ed Soil beg-vty v is z oo fSf - arcs / have. av A. s> � i (its' trual z ;is1ec'ho Soi 1 1 . '✓0 7-" Cite. / '!f creeds we sh re t c. U / t Pi- .u.1 LO 7 e r va&e. level 1/ p roof' 4-o J-e - !r a- ek a S over a n Al / e-r Sec, (,7, 2 . �� P`" ? I t 5 c ()HA, aS� a- coluwi vl OV,4GkO etre° raped r 1 (e S u / 11 vtl Un T . , sue- 4 5 !� .1',`11e01 e&U ,, #i o" I i p o vi dowels 6 �ro o 1:1145 !l r 1 V ©h 51141;41 g 0PM �a ✓1, 3 �ia.�c h l n) at blo LAJar t - - St le play. st -e-u'S -1-r-u4sed Iry (4 6� 1 Sa'S " FIcz4 .. o Su b vi`t 17r2C gip, ro-s s 4r- vnu l (mod' w fo-w) a44.d ✓ raaels - w / ;4o1v s /orrn PLAN REVIEW COMMENTS DATE: 4/ Xedod 9 PROJECT NAME : AiR h' R5 G✓��0�/� PROJECT ADDRESS : ��p - /ej SHEET NUMBER: REVIEWER: /Y / G es"/ COMMENTS A/ i2 ec, ^ s %'F/ r S ?TL. .17/ A∎O � � G CiL.j /'v J�I`aG � ��I 5� (4 4,4 p • tzoM' 6 x � o7 ) se , 70' - ar .P 19 d / G ›"L AG / ' " - J _ n teee k L- %-,e2h wA j ti-A w P/2 e'd)= ' ' /51" a ! c_ G./ r a 11/0 A-jt 40/4)‘,/, mss. Signature of Ins sector 1/ d1' '!/ / 7 c J9 Date Signed Title Total Number of Hours (PLEASE TURN IN A COPY OF THIS FORM AS YOUR TIME SHEET: FOR ALL PLAN REVIEW) JOB SITE: TYPE OF REVIEW: PLANS EXAMINATION SHEET / 3 c, LE j o a CODE SECTION PAGE LOCATION COMMENTS DATE: I BY: ` o en, t i R-4-60 do 811" G 4 lo" • RY‘Cit) DS 't 2 v ZOI , LijIl 30 281 07 $ via's/4! tv lye" p( 14 4- 21)4 ago 0■11 0 1 1 " ...".•■•"11.1..of ) 3 ? -345 o Of - 2.wz.c1 142.11:71 24‘44 li-Q,64•E-" V 0 01_ 77 644 %0 0 14 - 4" 3z4Its VrV, -zotiam iweist‘o 21 *I 2 -4 57 z 4 2.8 ( z• .2 .0 12. I C, 1 41