Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
92 NE 95 St (11)
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 1? 1iL I41' r t Tax Folio (1 3?-6 (o ( ` 4 `r ° of 3 N Legal Description W�rF o {' �^o�b VOCICilstorically Designated: Yes No k" Owner/Lessee / Tenant Owner's Address (D Permit Type (circle one WORK DESCRIPTION i'e Uv \1\.0 Square Ft. Signature of o Notary as to VIy Commission E + 1 • • A ' A J °lv! (N , 60 ;: PERMIT Q C I N 5 f 4Ai t ,1,M 1 / Ar Jric-r UILDING d/or Con � 'i p � w .A itifdli*ABY F LIC a, t LOT' t COMMISSION NO. t.:0". A1OE MY i'/S iON EX b4AR RADON Building Plumbing b4(6 y/ Address Address C.C.F. , 41 NOTARY Master Permit # l 7 g Phone 305 ` ( 17 T3 o c,` 305 - 7S`{ -O3O7 14 q. - 9 f6i- of Contracting Co. Qualifier SS# State # ii Municipal # Competency # Ins. Co. Architect/Engineer 1 \101 1 1 V :4\ k ' A V\ Address (t8 N L \'IT It � \1'� 4�- Bonding Company Address Mortgagor Phone ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN - Pt &b-W9 � �j Estimated Cost (value) ,=O 0 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. OWNERS 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 Contractor or Owner- Builder Notary as to Contractor or Owner- Builder My Commission Expires: Electrical Structural Engineer BOND TOTAL DUE 44 Date Date PERMIT NO. • ADDRESS: • MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT. SECTION BY DATE NING - 72"4 ELECTRICAL MECHANICAL PLUMBING FIRE " PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sublact to compliance with all Federal, State. County, Village rules end regvtatSons. Wtage tssuctes no responstbtllty for accuracy offor results frock these pans. ' 2. Thlc copy of plans moat be ayallabts on twllding site or no Inspection wttl be conducted. f 1 • 1 JOB ADDRESS 9,2_ � . er - 75 6 J APPLICANT r) •L ty I 1 IC PHONE tt APPUCATION 14 n Orr I DW SHEET OF MISCELLANEOUS CRITIQUE SHEET ro is wec4 t,?(( ki ✓r�v-F. °-4 -- w t r r 1 g LE T/ ark D F Ai-Ti o s u31 a 6 ` , t t. r , c Raw arc OW? FIN 1 s 14 FLOD R- E tifu Tieto ic- ( -.7,0 1 STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, oar \G_5 Ro .i‘-l. , does hereby attest that the (property owner) attached survey, performed by 6 6 ^f • •z_( A-d ( &(_ • (name of surveyor's company) rr performed on (1 ( (6 (9 , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Witness(sign and print) � �iarni SIiori ViLa Al Fll)AVIT SWORN TO AND SUBSCRIBED before me this day of Affiant is personally known to me, produced' %s / 6 t 'Jg- iden ration. Notary STATE OF FLORIDA ) SS. COUNTY OF MIAMI DADE ) STATE OF FLORIDA ) ) SS. COUNTY OF MIAMI DADE ) (ACKNOWLEDGEMENT - INDIVIDUAL) The foregoing instrument was acknowledged before me on by , who is personally known to me or who has produced as identification and who did (did not) take an oath. Signature of Acknowledger: Name of Acknowledger: Title or Rank: Serial No.(if any): (ACKNOWLEDGEMENT - CORPORATION) (Typed, Printed, or Stamped) The foregoing instrument was acknowledged before me on by , of a corporation, on behalf of the corporation. He/She is is personally known to me or has produced as identification and did (did not) take an oath. Signature of Acknowledger: Name of Acknowledger: (Typed, Printed, or Stamped) Title or Rank: Serial No.(if any): METRO -uAcE IPUIII f yip r PRODUCT CONTROL NOTICE OF ACCEPTANCE L'i1!nings Pan American 2S05 N.E `13S St. Miami Your application for Product Approval of: Series PA-I4 Aluminum Single Hung Window under Chapter S of the IvIctropolitan Dade County Codc fgovcrning the tlsc of Alternate Iviatccials and T of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. PA- I4DC -01, Sheets 1 tI:ru S of 8. r vV has bccn recommended for acceptance by the Building Codc Compliance office to be iced 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 [lac 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, thc Coda 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 Codc be enacted affecting this product or material. The Building Codc Compliance Office reserves the thc right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet thc requirements of the South Florida Building Codc. The expense of such testing will be incurred by thc manufacturer. Acceptance No.:97- 1027.09 (Revises No.: 96- 0220.01) Raul RodFiguez Product Control Supervisor THIS IS THE COVERSI - IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS I3UILDING CODE COMMITTEE Expires:07 /09/01 FL 33163 A pp roved: 07/09/9S -1- aderc15. ro :.. ^.73 I :rObvi!dt.1g:O : :C_ � •t J }1 �•' METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305)375.2901 FAX (305) 375-2908 PRODUtT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 This application for Product Approval has been reviewed by thc Metropolitan Dade County Building Codc Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. C 1 e� nSles agcr, t . {- Director Building Codc Compliance Dcpt. Metropolitan Dadc County Binninks Pan American ACCEPTANCE No.: 97- 1027.09 6.1.4 APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUL 0 9 1998 : JUL 0 9 2001 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 96- 0220.01., which was issued on July IS, 1996. This approves an aluminum 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 thc pressure requirzmcnts,,as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved 4rawings. 2. PRODUCT DESCRIPTION 2.1 The Series PA -14 Aluminum Single Hung Window , nd.its components shall be constructed in strict compliance with the following documents: Drawing No PA- 14DC -01, Sheets 1 through 5 of S, dated 10/22/97, revised on 6116198, signed and sealed by Wrn. 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 thc 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 ' strict c. •nlian• c with thc approved drawings. 4.2 Hurricane protection system (shutters): the installation of t.`:is nit will require a h ieane protection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami - Dade County Product Control Approved ". • G. 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. Mane, erez, P.E. Product C. o Examiner Product Control Division Binninas Pan American ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD s,YDITION -1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original sub:Ilived documentation, including test supporting data. engineering d::cumerts, are no older than ci_ht (8) years. • Any and alt approved products shall be permanently latcle.d with the manufacturer's name, ejty�sta :c, and the following statement: "Miami -Dade County Product Control Approved ", or as specif c: y 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 Codc 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 conect installation of the product: d) The engineer who originally prepared. signed and sealed the required documentation initially s:s mirtcd is no longer practicine the engineering profession. 4. Any revision or change in the materials. use. and/or r.:znufactu-: of the pr du: or process shalt auto.natical :y be cause for termination of this Acceptance, unless prior : - i : :cr, approval has been requested (through the filing of a revision application with appropriate fcc) and gran: d by this oface 5. Any of the followin; shalt also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement 0; any product, for sales, advertising of any perpost. 6. The Notice of Acceptance number preceded by the words Aliarni -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any ?onion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all. time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance .shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this Iart Page 3 . )4//al/PP Manuel t crez, P.E. Product (co trot Examiner Prl3d:,or!fro! Division END OF THIS ACCEPTANCE - 3 - 97- 1027.09 JUL % 9 1993 • JUL 0 c 2001 ELLA' IIEFCxT DA 171G HT OPENING GLI.LC ?110?1' SISK OPINAT MIME " atAI. 11:17 FIXED 'EAT 6635E :4 1 UI 9 796 19 10 631 2) 23 41;I 913414 In IC In I. 1 I :6 2+ 111:4 11 2416 13 12 83.1 54 11.1 1; IN ): 7/16 11 11 9 263 11 .0 17 I'1 15 TA6 16 I. 123/4 37 37 34 13 1316 16 1/4 76 318 11. 5•9 111.11 351•' 14 17 11 17 7;16 I1 0 1 311 4) 14 11 71 19 516 5e 51 16 114 41 4) 311 (3 21 7186 T: 11 )81 N 41 5.9 ,: 1'16 :2 11 :2 344 :: 1 1 I. Y) SN 5: 21 8.4 71 7116 :4 74 5' 141 71 331.: 7 7' 116 13 111 21 Ll :: 1/: 5f. 181 37 1314 :513.16 61 112 :6 IC 73 11 SR pl 21 1:4 :7 1.1 :1 :1 24 )N 61 6: 71113 51 7116 :'1 5/ 11 114 6) 64 S14 30 :I/1: 57 11 :S5/ 111 66 25 1 7 18.16 :9 33 73 164 69 7: :1 83 31 )1 2: 11174 4) 3.16 7•.14., 7) 71 all 4 :11'4 1477 :1: :9 1; I?, 15 Vi 74 316 71:19 2117.1 .1 942 29 41)9 :4 NI 17 At 111 22 1.1 5: 71.73 8: 711 51 11 14 1.2 18 -` u :1111 X': :1 7) 233.1 ."'_i1' 11 21 54 78 :7 57 15 ).4 47 . '1) 21) 4 5. :7.7 :1 31 :1 3.4 61 e rA 14 8N411)4UN(S VERTna pECTIQN a + I t.1:17E7 11115 CONFCURATlON IS LISCQFOR TM/ 3 ONLY VERTICAL SECTION BILL OF 111,4 TERM L I!IRTATL • 3 4 is 3 6 14.761 7 9 p 11 12 13 14 13 I6 11 IR 19 71, /FL3, FRAME IIEAD PRAMEIU. VENT HEAD ATM Sa MEETING 8.7IL SENT STOP FALSE GRID FRAM E IHORI2 1 FALSE 6IUNTIN IHORIZONTAL 1(]61 RELEASE MEETING RAIL 11'.T .S VENT SILL W S T P. GLASS SCREW FRAME AND VENT SILL SCREW VENT STOP SCREW FOAM PAD SNAP LATCH ROLL FORM GLAZING BEAD 1r X YI' STTEL DAR 114• X3R• STEEL BAR '1/ a bvTR(:TIUN (1L'A ?71TY NPAIRER 1 14.61 1 1440 1 1446 Nile 1 14.71 14.79 1442 AS REQD 81.24`1 11.2 AS REOD AS RE(7D is AS REDO 14•x1 ASRE7D . -4avu6 Al Is4 t4•t1 lnutly ROAM 71.1..5.! VARIES Poe* 1p PJS 1.4.4 . 18.15 A(ICHSNING AVAWER 14-61•I 1 4')7.1 (4.0.8 11.3 11.811)3 1448111 14-71817 14461.1 80/22/07 11* Pawl 64 16/06 .1.5 16..4..1 ALI7E'RI.I1. 0163 T•3 (MVO CM) T.S 61163 T.) 606)7.3 011,1 T -1 14r,3 T.3 . 0163 7.5 Al'10\ PAWN N51024 FIBERGLASS STEEL STEEL 80LI71R. ma) T•1 A LU M . STEEL STEEL 1V.1(IRA:S RAISE VENT HEA6 CXtIO\AL(CA7. DE SUBSTITLTED 75 ITEM .11) USED IN CO7IL^4CT105 (TEM 411 SEE APPROPRIATE TABLES FOR THICKNESS AND PSF 66 X r • ►PH511 S PILOT POINT 49 l.4• ►7XSNIS'i • USE 171 AFTER 3711110E OPTIONAL (CAN 8E SI.'BSTITI'TED w TEEM 511 R 9, tN N E W T TOP R A I L (APPUE.STO TABLE 3 O7 Lll I.V FR4M£ MEETING R \IL IAPPLIFS TO TABLE 7 ONLII 65I191E0 AS c '7t(378 91763 THE SC;117 878159 8•,":L01115 CODE -2 81 P21Yi,h2 20; 0633.071 50110:83 557E C0:3?!!%J:CE Oi11Ct ;C WWtCL x2.97- 112 � Binnings F I ! - American P.O. Box 630038 2805 N.E. 18511i SIreei 180m1, Florida 33163 (305)931 -2350 In. ll a 1 "4 "" I 146d 0464.4, 1 1..4, A.W he. • e t DF PA -14 SINGLE HUNG VERTICAL ASSEMBLY I •n1nr PA- 1400 -01 1 1.AN• 1...1 A 0' 8 F 1/4 ° GLASS EINE TYP. • . • BUCK DIMENSION GLASS WIDTH ;OAYLUGHT OPENING FNAL1E O.S.Y. t3LE VINO HORI7C 1TALPECTtON t /4 SHIM SP E MAX. 1444444 1•4n,tt1 N Pw thIX cane. IEO1ta Or or VARIES M PJS 1..w 10/22/92 MW 1.• In\ Pone F--l-. o +roaa m7:r HORIZONTAL SECTION BILL OF MATERIAL ITEM 7 GLASS PART NO. I • mrII LI as4. FRAMEJAMB4 • +►.+• .. n oon .•« 2 VENTJAh1B 4 FALSE sIUNTIN*VERT.) 5 VENT BOTTOM GUIDE 6 VENT TOP GUIDE • 8 VENT J.A\IB WEATHER STRIP 9 VENT HEAD ASSEMBLY SCREW 10 MEETING ASSEMBLY SCREW 11 ROLL FORM GLAZ'O BEAD 12 BLOCK .0 TACKLE BALANCE 13 DUST PLUG OVA IrTI TE ..:.41.. 2... 2 AS REO 2 2 2 4 2 EXTRUSION M'?.IBER 4...•.v 14.51. 14.49 14 -88 14.5018 14.5015 03 -.?010 • 144003 14-8002 NIB- 059.10651 14.2008 MACHINING NUMBER 14.51.1•• «..•� 14-49-1 MATERIAL • .. 6063 T -3 6063 T -5 6063 T -5 NYLON NYLON _ 14.88.1 STEEL NYLON ALUM. VARIES NYLON RF_AIA USED IN CONJUNCTION WITH ITEM 83 48 X I PI'HSMS PILOT POINT 88 X 314" PTHSMS - B" OPTIONAL (CAN BE SUBSTITUTED WITH ITEMS 83 & 41 (BUCK WIDTH 18 1/8 24 25 1/2 28 30 32 36 40 44 48 50 52 F8 ' • • DAYLIGHT OPENING TENT 14 5/8 20 112 22 24 4'8 26 4/8 28 112 32 112 36 1/2 40 112 44 1/2 46 I'2 • 48 5+8 FI.YL•O 14 5/8 20 4'S 2! 24 4'8 26 418 28 4/8 37 4/8 36 418 40 4/8 44 4/8 464.1 48 5.•8 GI4SS WIDTH 1•ENT FIXED 15 1/8 21 22 1/2 25 27 29 33 37 41 45 47 49 I'S 0 1/8 21 22 1/2 25 27 29 33 37 41 45 47 49 1/8 SASH OPENING 15 11116 , 21 9/16 23 1/16 25 9/I6 27 9/16 29 9/16 33 9/16 37 9/16 41 9/16 45 9116 47 9/16 49 11116 _ FRAME as A. 19 1/8 25 26 1/2 29 31 33 37 41 43 49 5I 53 1/8 �Binnings 111 American ..m u... 1M AS5r494 Y ILK•m.I.shiet .1-11A Y v.-.4u ... IV}Ftrp 1.5 c.•'KFtYIK61111N THE SOWN 1108ICA 117:1.1"J13 000E 0N! 8r PMLhC(y2 1 101 011.1.011 E:gtra; cat CCWt14NCE oU icE Au1nl.5t[ N6. -69 is r P.O. Box 630038 2805 H.E. 185th Street l4Ioml,, 33163 (305)931 -2350 1 "'' 4.• T . lam- . f" 5 of IR PA -14 SINGLE HUNG HORIZONTALASSEMBLY / 4. 401• J'ENT CONSTRUCTION Pad Name - Material - Coastal ctInn Details Vent Head 6063 T•3 Alum. Butt Joining kirw. $. Vent Sill • 6061 T -3 Altim. Butt Joining Vent Jambs 6063 T•S Alum. Butt Joining Corner Steel 1I0 x 1' phphpp 11%A - STRIPPING ----Peon 6ffy J)eaiption Lncatian 2 Woolpde Vent Jamb 1 Flap Vinyl Sill 1 Flap Vinyl M eeting Rail _ 2 Dust Plug M eeting Rol • , FRAME MA'S TRVCT1ON Part Name Material Construction /Mafia Head 6063 T -S Alum. Butt Joining Sill 6064 T -S Alvin. fluff Joining Jambs 6065 T-5 Alum. Butt Joining Cornet Steel 110 x 1` phphpp G1AZIItG AIATERIAL. Alattiel AlannfaaYuret Silicone DOW Gluing Bead Elmnings Pan•Am Fist AI urn in Frame Binning; NI. Am Glass ` 2 II.4RDIIARE 'e QuawNtr Aesription I.ncation 2 Snap Latch Vent Sill 2 Balances Vent Jamb ` 2 Vent Release Clip Frame Jamb t 2 Vent Slop Frame Jamb GLAZING AMETHOI r 1. Snap -in GlaaingBead 2. False M urn in Orid System 53 1 /6 FRAME O.S.V. 6' IYP. NM. 6' rYP, 52 l/6' BUCK 0111. 16 1/2' O.C. MAX. t.wt.ne • a•taysra d KR VOL exam S•-rat 6' 1YP. a.we.t VAI KS a... 10. a.r 10/22/97 6' TYP. 11.•1 sr PJS Do* 6 /1b /sa -- a..... 90 FRAME O.S.U. 69' BUG; OM. NOTE: 1) Maximum spacing for fasteners from the corners is 6' 2) Maximum spacing fa fastener O.Cis 16 U1 ' 3) Quantities at above represent minimum number • of fasteners. Additional fasteners is acceptable. 4) Window widths and window heights on charts above are far fastener analysis. Check with manufacturer fur asailabi1iyof product. Er-PAtannerican Binnings 9\ AP21016O 13 C10.1tY!x3 wmt 11m $WTM FLd1CA 6 :010;n0 CODE C31 61 PP.0 JC( C.v.s oa 60092 COOS CC2Pl1A:XE OUICE ACCODA,cE,to 102 /t7r G fiey.f..»� U /7 /f P.O. Box 630038 2805 N.E. 185Th Street kllo Florida 33163 (305)931 -2350 A e.... n... Iw.t aW V It •w l � a Or n I PA -14 SINGLE HUNG CONSTRUCTION '••' PA- 1 /DC -03 I a..a... iswilt �.r A Wlndow Width Window Heigh (inches) 24.000 25.000 28,000 30.000 32.000 36.000 37.375 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 63.000 72.000 73.187 76.625 80.000 84.000 88.000 90.000 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33. 69.33 6933 69.33 69.33 69.13. 69.33- 69.33 69.33 69M 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33, 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.3) 69.3) 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.33' 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 49.33 69.33 69.33 69.33 69.33 69.33 69 33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69,33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 49.33 69.33 69.33 69.33 69.33 69,33 69,33 69.33 69.33 69.33 69:33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.3) 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.3) 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.13 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 6933 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.3? 69.33_ 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 6933 69.33 69.33 60.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6838 66.96 44.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 .69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.52 65.03 61.89 60.4) 43,000. _69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.70 65.39 62.43 59.26 56.39 55.06 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69..13 69.33 69.33 69.33 69.33 66.95 65.78 62.61 59.73 36.74 53.99 52.72 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 6933 69.33 69.3.3 69.33 69.33 69.33 68.14 64.05 62.93 59.90 57,19 54.28 51.66 50.44 34.625 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.17 67.93 66.91 64.84 60.95 59.89 57.00 54.42 51.66 49.16 48.00 TABLE 4 CLASS TYPE RIENFORCENIENT SEE DRAWING N's I 3/16` ANNEALED NONE PA.14DC-04_ PA•14DC-05 2 3/16* TEMPERED NONE 3 ' 3/16' TEMPEFtED STEEL PA•14DC-06 4 MB 1/8 NONE PA- I4DC-07 5 DSB 1V-ANNEALED NONE PA-14DC-08 6 SSB 3/32` ANNEALED NONE PA•140C.03 Comparative Analysis(Positive Load) 1%itdo.;/ Fiasititt _ . Bised os Comparative Analysis with 3/16' A emaled Non-Struclurat Test Report: ATL00514.01-98 &mei ura1 Test Report M71116019 .." Comparative Analysis(Negative Loads) , :Table 16 PA-1.1 SlelleHuneWindow Nega11;054sIgnl.nads ! .• ' Based on Comparative Analysis with 3/16 Annealed Class I : .. .... Non..Struclural Test Report: AT L80314.01-98 Structural Test Rep on Al T L4I6029 NO11.11* -• windou Window Heigh (inches) -120.00 - I 20.00 -120.00 •I20.00 -120.00 -130.00 -120.00 •120.00 -120.00 -120 00 .120.00 -120.00 .120.00 -120.00 -120.00 -120.00 -120.00 -12000 -120.00 .110.91 -85.92 .9575 -88.99 -72.91 • I 20.00 -120.00 .120.00 .120.00 -120.00 •120.00 -120.00 -120.0(7 •120.00 -120.00 .120.00 - 1 2 0.00 -120.00 -(2000 -120.00 -116.59 .103.27 -79.99 .9008 .82.86 -67.89 -120.00 .120.00 -120.00 •120.00 430.00 -120.00 -120.00 -120.00 •I20.00 -120.00 -(2000 .120.00 -119.85 -113.43 -109.52 -101.46 -90.75 -70.30 .79.17 -72.32" -59.66 -120.00 -120.00 -120.00 •120.00 .120.00 -120.00 .120.00 .1.10.00 -(30.00 •I30.00 413 03 .110.01 -106.90 -101.17 -97.69 -91.39 -50.95 -62.70 40.61 -64.95 -53.22 420.00 -120.00 -120.00 -120.00 -120.00 •120.00 -120.00 .1(9.47 -112,94 •110.65 -106.53 -99.28 -96.47 -91.31 -55.16 .82.47 -73.05 -56.59 -63.73 -58.62 -48.03 -50.14 -120.00 -120.00 -120.00 .120.00 .117.56 .115.67 412.22 -106.56 .100.39 -93,21 .95.32 .90..16 .37.90 .33.19 •80.33 -75.15 .66.56 .51.56 -58.06 .53.41 -43.76 -45.69 •120.00 -120.00 •113.50 .115.61 -110.23 .108.50 .105.34 .100.85 -93.11 .92,99 -90.16 -36.52 .34.16 -79.60 - 70.91 - 71.93 -63.73 -49.37 .55.59 .31.14 .41.90 -43.73 417,91 -113.49 .110.73 -103.10 -103.19 .101.61 -98.71 .94 60 .89.42 .57.21 -84.40 -31.03 •79.51 -76.21 -73.53 .68.84 .60.98 447.24 •53.19 -45.93 -40.09 -41.86 .76.13 .70.83 -62.29 -55.56 28.000 -120.00 -120.00 30.000 Ilidth .?4.000 25.000 18.125 -120,00 -120.00 24.000 -120.00 -120.00 25.500 -130.00 •120.00 32.000 36.000 -120 40.000 -12000 44.000 48.000 -120.00 50.000 •120.00 52.115 •119.46 54.625 -110.37 -103.98 28.000 -120.00 -120.00 •120.00 -120.0D -105.03 30.000 .130.00 •I20.00 - 120. 00 -120.00 •102.54 32.000 -120.00 -120.00 -120.00 -120.00 400.17 36.000 -120.00 -120.00 •I20.00 -120.00 -95.75 37.375 420.00 120.00 -120.00 •120.00 -94.32 40.000 -120.00 •120.00 -120.00 -120.00 -91.70 44.000 -I 20.00 •130.00 -120.00 - 120.00 -36.74 43.000 -120.00 -120.00 -12000 -120.00 -30.61 49.625 -120.00 •120.00 -120.00 -120.00 -78.51 52.000 55300 •120.00 -120,00 -120.00 -130.00 -75 78 -120.00 -120.00 .1'O00 -120.00 -73 46 57.000 -120.00 -120.00 -120.00 -120.00 .71.26 60.000 -120.00 .130 -120.00 •120.00 -69.17 63.000 .12000 •120.00 •120.00 - 120.00 -67.93 64.000 •120.00 - 120.00 - 120.00 - 120.00 63.000 -120.00 -120.00 -120.00 •119.79 -58.02 71.000 -120.00 -120.00 •103.09 -92.79 -44.95 73.187 76.625 .12099 •120.00 -110.09 •10-3A9 .50.62 -(20.00 -114.41 •I06.78 -96.11 -16.56 80.000 84.000 88.000 -120.00 -120.00 -120.00' -93.74 -97.17 -90.75 -37.49 -91.35 -84.71 -78.74 -B2.22 -76.24 .70.59 - 65.73 -57.76 .51.51 -46.50 -42.37 -40.57 38.81 -33.15 -39.33 36.94 90.000 -120.00 -87.57 .81.74 -73.56 -68.12 .63.43 -55.74 .49.72 -44.87 .40.83 -39.13 .37.45 -35.64 AnolAse. A.ITYSID LI PUI oar caper, itoo.$t Memway P48 a .7^ 10/27/97 &Ka • 6/16/911 BinnIngs DO Pan American • A b... "am ir..4 CHART Awl Ilhambory _ - MEL Waldo* middts d nindow height, nn charts below arc tut canpatative artalAiL Check nith manuractwer for of praluct •61 • APE7D7T) ti CRE:ELT!EG 61111 TP METH II.C61.4 6 CODE DAT 14g 81. P4CZA 197. ON.$ 0,4 C6CE C0UPLEA6CE CHIC 91- IA27. h9 P.O. Box 630038 2805 14.E. 1851h Street Allomi, Florida 33163 (305)931-2350 Ih44C41.4,4 1/40WWV44.4 94 PA-14 COMPAHAL. 1414.4 4 of 6 PA-14 SINGLE HUNG COMPARATIVE ANALYSIS 111.0.4ov PA.• 14 DC A 1%indowi, Width 11'indow 11e,h1(inches) 21.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.197 18.125 - 120.00 -120.00 -120.00 69.33 - 120.00 - 120.90 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 •120.00 •120.00 •120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 24.000 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 .120.00 •120.00 •1!0.00 - 120.00 -120.00 69.33 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 • 120.00 25.500 - 120.00 •170.00 - 120.00 - 120.00 - 120.00 420.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 -12000 - 120.00 •12000 •120.00 •120.00 - 120.00 - 120.00 - 120.00 28.000 - 120.00 •120.00 - 120.00 •120.00 •120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 120.00 •120.00 - 120.00 - 120.00 - 170.00 •120.00 •120.00 30.000 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 •120.00 420.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 32.000 - 120.00 •170.00 - 120.00 - 120.00 - 120.00 •120.00 •120.00 •120.00 •120.00 •120.00 - 120.00 •120 00 - 120.00 - 170.00 •120.00 -12000 •120.00 - 170.00 - 120.00 •120.00 36.000 - 120.00 •120.00 •120.00 - 120.00 - 120.00 •120.00 •120 00 - 120.00 •120.00 - 120.00 •120.00 •120.00 - 120.00 •120.00 - 120.00 - 120.00 - 117.94 - 113.40 •109.20 -103 01 40.000 •120.00 - 120.00 - 120.00 - 120.00 - 120.00.170.00 69.33 - 120.00 - 170.00 •120.00 - 119.74 - 117.52 - 114.62 - 110.99 - 109.43 - 106.14 - 104.00 - 102.06 -98.28 -94.77 -93.78 44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 - 118.53 - 114.87 - 109.65 •104.77 - 101.64 4983 -96.25 -94.90 -92.49 -91.03 -89.35 -86.16 -33.18 -82.34 43.000 - 120.00 - 120.00 - 116.39 - 113.40 - 110.57 - 103.30 •103.60 - 100.51 -96.14 -92 14 -90.60 -83.42 -84.97 -83.65 -81.28 -79.86 -78.58 -76.25 . -73.71 -72.99 30.000 - 114.75 - 113.22 •108.86 - 106.14. 193.55 -98.74 -97.18 -94.35 -90.33 - 86.65 -85.23 -8325 -8076 -78.97 76.63 •75. -73.96 -71.71 -69.60 -63.93 -65.00 52.125 - 107.00 •105.61 - 101.66 -99.18 -96.82 -92.43 -91.01 -88.42 -84.74 -81.10 -79.11 -76.56 -73.50 -72.39 70.46. -6935 -63.36 •66.68 -65.34 Window 1l1dth Window Ile p,ht(lnthcs) 24.000 25.000 28.004 30.000 32.000 36.000 37.375 40.000 44.000 43.000 49.625 52.00D 55.500 57.000 60.000 62.000 64.000 63.000 72.000 71187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.3. 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 21.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 I8.500 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.31 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000. .09.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33' 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 63.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 67.84 66.82 65.041 64.01 63.10 61.55 60.32 60.00 TABLETS GLASS ME i RIENFORCENIE. \T SIEDRAWINGVs 1 3116' ANNEALED e, • NONE PA•14DC -04 2 3/16 1 NONE PA•I1DC - 03 3 3/16' TESIPEIEED • STEEL PA•140C•06 4 05B lit• TEMPERED • HONE 1 PA•140C -07 S DSB or ANNEALED . NONE PA•NDC -Os 6, 5583132' ANNEALED.... • NONE PA-140C-03 'Comparative Anal; sis(Positive Loads) 11indowN;dint and M;rsioss ightson&TitWoo- Table bIeU PA-14 Single Huj%S1adow Positive Design Loads .. • i inks canenitheIndyr4 Choi( %itsninuf aunr,� Based on Cosep ntive Analyses with 3/16` Tempered -. --. _ ._._ _ r « ^ � per. Non•- Stnicvtnrl Report: ATLr05I4.0I -98 Stnceutral Test Report ATL0401 -97R .Comparative Anal sis Ne ative Loads), :Table 26.PA 14Stn81e llun8 Window negntive Design lon'Js • • ' Sited Ott' Gomparal lee Analysis w•iib3116 "Tempered t • Non-Stn clural Test Report: ATLE0514.01.98 Siructural Test Report ATL 0401,02.97R ..«.e..e b -.4+540 u .a 4v t torn. ,.au, ItsbAbb Px 10 /2 rig 7 S -r Px . 6/16/96 1 _ innins Pj CHART hol /hoot. I ""' / .M.0 A$ cv. t ;N; tttl INE P.".1111 nC9154 e0:L5111C COi( .14ir - r - e1 4- . 192Z_ Nt r .01 /t x . (Al ca r;atoin6 "AM C071.1AKCE O(FIU ACV /DICE No 97.10 oq /.� fs Box 630038 2805 N.E. 185th S1reel Mom!. Florida 33163 (305)931 -2350 w./ a ...y t.•1K. Y.,., A.-.. ,.... --- SH PA -14 I COOP»µ.&,I 5 el a PA -14 SINGLE HUNG COMPARATIVE ANALYSIS P. 4v ,..W., s... • PA- 1400 - 3 A Window M1dth • Window Ile ghl(inches) 24.000 25.000 28.000 30.000 32.000 36.0110 37.375 40.000 41.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.137 18.125 - 120.00 .120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 . 120.00 •120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 .120.00 - 120.00 •120.00 - 120.00 2.1.000 - 120.00 - 120.00 .120.00 .120.00 - 120.00 - 120.00 •120.00 - 120.00 •120.00 .120.00 - 120.00 - 120.00 - 120.00 - 130.00 - 120.00 - 120.00 .120.00 .120.00 .120.00 •120.00 25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 .120.00 - 120.00 - 120.00 28.000 •120.00 - 120.00 •120.00 •120.00 •120.00 •120.00 - 120.00 •120.00 - 120.00 - 120.00 - 1 20.00' • 1 20.00 •120.00 - 120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 30.000 •120.00 •130.00 - 120.00 •120.00 - 120.00 -120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120,00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120 00 .120.00 - 120.00 32.000 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 - 120.00 •120.00 - 120.00 420.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120,00 - 120.00 . 120.00 - 120.00 •120.00 .120.00 36.000 .120.00 •120.00 - 120.00 - 120.00 420.00 - 120.00 - 120.00.120.00 69.33 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 -12000 .120.00 - 120.00 - 120.00 - 120.00 - 120.00 .120.00 40.000 •120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 •120.00 - 120,00 •120:00 •120.00 - 120.00 - 120.00 •120.00 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 •116.64 - 115.42 .14.000 •120.00 •120.00 •120.00 •120.00 •120.00 - 120.00 - 120.00 •120.00 - 120.00 •120.00 •120,00 120.00.118.46 69.33 - 116.80 -I 13.83 - 112.04 - 109.96 - 106.04 .102.38 - 101.34 43.000 - 120.00 - 120.00 •120.00 •120.00 •720.00 - 120.00 - 120.00 - 120.00 •118.33 •113.40 •111.51 -108 33 - 104.58 - 102.96 -100,01 -98.29 -96.71 -93.85 -90.72 -39.83 50.000 - 120.00 •120.00 •120.00 - 120.00 •120.00 •120.00 - 119.61 - 116.12 •111.1 S -106.64 - 104.90 •102.46 -93.79 -97.20 •94.32 -92.60 -91 02 -38.26 -85.66 .84.84 52.125 - 120.00 - 120.00 - 120.00 - 120.00 - 119.17 - 113.76 -112.01 - 103.82 - 104.29 •99.82 -97.36 •94.22 .90.46 -39.09 -86.72 -85.35 -84.13 -32.07 -80.42 •80.00 Window Width Window l(eght(inches) 21,000 23.000 38.000 30.000 32.000 36.000 37.355 40.000 44.000 48.000 '49.625 52.000 55.500 57.000 60.000 62.000 64.000 65.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 60,33 69.33 69.33 24.000 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 60.33 69.33 69.33 69.3) 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33. 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 19.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 ' 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 _69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.3) 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.3) 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 40.000 69.33 69.33 69.33' 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69. 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 44.000.- 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.33 69.33 69.31 6933 69.33 69.33 48.000 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 68.04 67,37 50.000 69.33 69.33 69.33 6933 69,33 69.3.1 6933 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 4 6827 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.3) 69.33 69.33 6p.33 69.33 69.33 69.33 69.3) 67.84 66.82 65.04 64.01 63.10 61.55 60.32 60.00 ' /MILE a GLASSTI'1+E R1ENF0RCEMMENT SEE ORA11'ING lei • 1 )✓14' ANNEALED NONE - PA- 1400 414 2 3/14' TEMPERED NONE PA- 11 - - 3 3/16' TEMPERED STEEL PA•t4DC416 • 4 DSO lir - TEMIPERED NONE PA. IIDC -0) . $ DSBI NONE PA- 1400 43r , 6. SS8 3/32- ANNEALED NONE . PA•14DC -01 • Comparative Anala►sis(Positive Loads)* - __�._ ::. i . µ:; : Vi : ; Nlrnioty'widtta artd win helps on (Nos below , :robie 3A PA-14 Slagle HungRtndow Positive Design Loads _.._ .._. _.. are for moo an sa dyils.etecl: Bred on Comparative Analysis with 3'16' Tempered and Meeting Rail Reinrorceme t 1 tbiltl .. .. - ... .... for aail dprodua. Non - •Structural Test Report: ATl ROSI4,01 98 Strudarnl Test Report ATL 0301.03.978 Comparative Anal}.sis�Neg hive Loads) Ta171e3B PA- 14 SIn81; Hunt117ndow Ke`a11%e i)esi s ' Il+! f ad Based ot( 'Comp tuuive Anal3•sis with 3.76' Tempered with hl eetin g Rail Reinforcement non•- Stiitctnral Test Report: AT LIDS I4,01.98 ' SH'ucturttt Test Repon ATL 0401.03-97R • ••. 1,afD H ICI 0.01 COUY• etC IT 10/22/97 F Binnings American rA w.. e.•.n (r.. cwwt 1 M MJ.n lC...�V Ibd.n i A"7):C, eS C.:alr!KG 11.78 THE UT rioe:C4 sL:tt ca31 C:1 gall Ulf tC.:1■ 0 1 Cc.'.1t!.NCE 6i tit( ;.Ca.:ryC' no. R7.1Da - 7.O 1. 1f1 rf �`- �-�•�f -GAL✓ P.O. Box 630038 2805 N.E. 165th Street UAlaml, Florida 33163 (305)931 -2350 -- J 5+1 L PA -11 COW/M-1 6 or 8 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS llindow Width Window 1leight(inchcs) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 69.000 72.000 73.187 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.31 69.33 69.33 69.33 69.33 69.33 69.3? 69.33 69.33 69.33 6933 69.33 69,33 69,33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.3? 6933 69.33 69,33 6933 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69,33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 32.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 36.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.31 69.33 69.33 69.33 69.3? 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 40.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 44.000''•69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 48.000 69.33 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.31 69.33 69.33 69.33 69.13 69.33 69.33 69.33 69.33 69.33 68.04 67.37 50.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 63.27 66.20 64.25 63.63 52.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69,33 6933 69.33 69.33 67.84 66.82 65.04 64.01 63.10 61.55 60.32 60.00 TABLE II CLASS TYPE RIEMFORCEMIE7T SEE DRAWING ier I :VW A \ \EALED . NONE PA•14DC4w •- 2 3/I(. TESIPERED NONE P f •14DC4,2 PA- 140C4K, 3 Y16•TEMPERED STEEL 4 DSOlirTEMPERED '. NONE PA 14 S DSO ur ANNEALED t NONE PA•I4DC.Os (• SSO 3132• ANNEALED • NONE PA- 14DC413 Com1arative Anatysis(Positive Loads) • • .Table 4A PA•14 S Hung 1�indow Poslti►e Design loads Based on Comparative Analysis slitllDSB I/8 Tempered Non- Structural Test Report: ATUIO514.01.98 Structural Test Report MTL; 16610 Unil A Comparative Analysis(Negative Loads) i . Table 40 Pa•14 5in to llung %linden Negative Design Loads' Based on Comparative Analysis with DSB 113• Tempered Non• -Seri rural Test Repon: ATL=' '0514.00 -98 Structural Test Report MTLg16610 Unit A %%indow 1134111 18.125 24.000 25.500 28.000 30.000 32.000 36.000 40.000 4.1.000 43.000 50.000 52.125 llindow lleight(inchcs) 24.000 - 120.00 • 120.00 •120.00 •120.00 - 120.00 - 120.00 • 120.00 - 120.00 - 109.16 -94.50 -88.27 -8131 25.000 • 120.00 42040 20,00 • 120.00 • 120.00 - 120.00 - 120.00 - 120.00 - 120.00 • 107.57 -93.21 -87.09 •81.24 28.000 • 120.00 - 120.00 - 120.00 - 170.00 • 120.00 - 120.00 - 120.00 • 120.00 - 103.09 -89.53 -83.74 -78.20 30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -120.00 - 116.64 - 100.31 -87.23 •31.65 -76.29 32.000 -120.00 • 120,00 • 120 00 •120.00 - 120.00 - 120.00 • 120.00 - 113.40 -97.67 -85.05 -79.66 - 74.43 36.060 - 120.00 - 120.00 • 120.00 • 120.00 - 120.00 - 120.00 - 120.00 -107.43 -92.78 -81.00 •75.95 .71.10 37.375 - 120.00 • 120.00 • 120.00 •120.00 - 120.00 - 120.00 -120.00 - 105.52 -91.21 -79.70 - 74.76 .70,01 40.000 -120.06 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 119.03 - 102.06 -8836 -77.32 -72.58 -68.01 44.000 -120 00 - 120.00 • 120.00 - 120.00 - 120.00 - 120.00 • 112.54 -97.01 -84.35 •73.96 69.49 -65.18 43.000 - 120.00 -120.00 -62.39 49.625 - 120.00 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 105.73 -90.40 -78.96 -69.70 -65.56 -60.83 52.000 - 170.00 •120 00 • 120.00 - 120.00 .120.00 - 120.00 • 103.09 -83.17 -76.79 -68.02 -64.04 -58.89 55.500 .120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.64 -99.15 -85.38 - 74.04 -65.36 -61.74 - 5 57.000 - 120.00 - 120.00 -84.17 -73.00 -64 35 -60.75 -55.63 60.000 .120.00 - 120.00 -120.00 •120.00 •12000 .120.00 - 120.00 •114.68 - 110.94 •97.55 -94 50 -31.65 .71.14 .6252 -58.95 -54.20 62.000 - 120.00 - 120.00 - 12 -120 00 - 120.00 - 120.00 - 107.46 - 120.00 -120.00 - 118:33 - 103.58 .92.57 -92.11 -80.59 -70.88 -66.65 -80.05 -70.02 -61.43 -57 87 . 64.000 - 120.00 -120.00 - 120.00 -120.00 - 115.81 • 106.31 -90.72 -73.51 -68.73 -60.44 -56 89 •52.59 63.000 - 120.00 •1 20.00 •1 20.00 - 120.00 - 111.09 - 102.06 •37.23 075.60 -66.27 -58.66 -55.16 4.41•••: 0 4 K• OVr CRMA •4CK11 Pis 72.000 - 130.00 - 120.00 - 120.00 - 116,64 • 106.73 -98.14 -84.00 -72.90 -63.99 -56.70 -53,54 -50.26 73.187 • 1 - 120.0 • 120.00 • 115.27 • 105.50 -97.03 -83.09 - 72.14 -63.34 . 56.15 -53.02 -51.29 . 50.00 wil l i�owh 1 d¢e ' .aietiii do ieiow`` ; "" ;re' plrii►esrohsis C7xxk►.ilfi for a.silatrky, of p rod id. • wxrno 14 Cx411.Tl7Z 11311 TIIC EC-'3M 1 12:OA Bu:l01113 CCOE 11! - _ � 1 4ag. ET MOM.: PO. Ct1.S E•:t 62:tC I7 0011E Accir,,,rc1 rto 47. 1627. 64 / /•1 L /37714 rz P lnnings D I i f American P.O. Box 630038 2805 N.E. 185th Street woml, Florida 33163 (305)931 -2350 I 10/22/9T w-. nn 1' -» e.... (w.. e... I••,• PA I/ (�'COYPANALI 1 or 8 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS i ...«..r... I...w • r.... Window Width W'indow¢fe ght(Inchcs) 24.000 25.000 28.000 30.000 32.000'36.000 37375 37 .375 40.000 44,000 43.000 49.623 52.000 55.500 57.000 60.000 62.000 18.125 420.00 •120.00 - 120.00 - 120.00 - 120,00 .120.00 - 120.00 •120.00 •110.00 •120.00 - 120.00 - 120.00 - 120.00 420.00 •120.00 - 120.00 2-1.000 •120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 •12,0.06 +120.00 - 110.00 - 117.74 - 113.86 - 107.93 - 100.61 -97.76 -92.53 -59.35 25.500 .120.00 •120.00 - 120.00 •120.00 •120.00 •120.00 •120.00 - 120.00 •120.00 - 109.90 -106 28 - 100.75 .93.91 .91 25 .86.37 -83.40 28.000' .120.00 420.00 -110.00 •120.00 - 120.00 - 120.00 •120.00 - 120.00 - 108.80 .93.92 -95.66 -90.65 •84.53 .32.14 47.73 .75.07 30.000 - 120.00 - 120.00 420.00 - 120.00 420.00 - 120.00 - 120.00 •111.93 - 100.73 •91.60 43.58 43.93 -75.28 -76,07 - 72.00 -69.52 32.000 .120.00 - 110.00 •120.00 •120.00 - 120.00 -117.23 - 104.22 -93.81 45.29 -82.48 .78.19 •72.89 .70.33 -67.04 -64.73 36.000 420.00 •120.00 419.119'412.90 - 107.03 -93.13 -95.80 .91.60 -82.45 .74.97 •72.50 -65.73 - 64.07 -62.56 -58.93 -59.90 Window Width 11'lndow Ile;h1(ioches) 24.000 25.000 23.000 30.000 31.000 36.000 37375 40.000 44.000' 43.000 49,625 52.000 53.500 37.000 60.000 62.000 18.125 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.37 69.73 69.33 69.33 69.3) 69.33 69.33 69.37 69.33 25.500 6913: 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 69.33 60.33 69.33 69.33 69.33 69.33 69.33 32.000 6933 6933 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 69.33 69.3) 69.33 69.33 69.33 36.000 69.33 69.33 69.33 ,_69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 %%inflow Width Winslow Heigh (inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 18.125 69.33 69,33 69.33 69.33 69.33 69.33 60.3) 24.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 28.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 30.000 69.33 69.33 69.33 69.33 69.33 69.33 69.33 33.000 69.33 69.33 6933 69.33 69.33 6933 69.33 36.000 69.33 69.33 69.33 6933 69.33 69.33 69.30 %%Indaw Width Window Heigh (Inches) 24.000 25.000 28.000 30.000 32.000 36.000 37.375 18.125 •120.00 •120.00 - 120.00 - 120.00 •120.00 - 120.00 - 120.00 24.000 - 120.00 - 130.00 420.00 - 120.00 - 120.00 - 113.95 - 109.66 25.500 420.00 - 120.00 420.00 - 130.00 - 120.00 406,35 - 102.36 28.000 - 120.00 - 120.00 •120.00 - 117.80 - 109.39 -95,73 - 92.13 30.000 - 120.00 -120.00 •118.16 - 109.08 •10129 46.64 -85.31 32.000 - 120.00 - 120.00 - 110.02 - 101.36 •94.31 42.34 -79.44 36.000 410.06 - 108.26 -96.69 49.26 42.89 •72.34 -69.82 TABLE4 GLASS TITE RIENFORCEDIE'T SEE DRASUNG • 1 .. _ 3116 - ANNEALED . ' NONE PA•11DC4N .1 3116 - TEMPERED • NONE P - 11DC.0S 3 3116' TEMPERED . STEEL PA- I4DC - n6 4 DSB IA' TE1.IPERED • NONE PA•I1DC - 07 . $ OSBIir ANNEALED . NONE PA 14DC - 01 6 , 55B 1/32' ANNEALED • -• NONE PA-11 DC-01 ,.. Comparative Analysis(Positive Loads ) :.I_ • . 'Table SA PA -14Shit HangWladow Poeltive Design lioads Based on Comparative Analysis with DSB U8' Annealed Non -- Structural Test Report: ATL005I4.01•98 Structural Test Report bITLB16610 Unit B Comparative Analysis(Negative Loads) Table 5B PA-I4 Single Rung Window Negative Design Loads Based on Comps alive Analysis with DSB 1/8' Annealed Non-- StrucivalTest Report: AT UO314.0143 Structural Test Report h1TLRI6610 Unit 8 NSn6ew widlrrdwittdoritrij sonductsbtlow ra fa eociins nea n' sis. t hwi 24th nowfanwa ra a% iltbilly or product. j: ,Comparative Analysis(Positive Loads) Table SA PA -14 Single tluag Wlad,w roads. Deslga Loads Based on Coinpariu ive Analysis with S38 3/32' Annealed t on- Structural Test Report: h1TL8t6029 StructuraiTest Report MITLI166IO Unit C i. - m1o'4 Put Coa ca.n aca,sa Now ~ 0'45 1 10/22/97 brew Claw ihr4 N..• /AAA C4/14 /- !� CK.Ri - -- I SI PA -11 COPRA/44j ......,y, Comparative Analysis(Negative Loads) Table 611 PA -14 Single I lung Window Negallse Design Loath Saved ou Comparative Analysis with SSB 3/32 Annealed Non - Structural Test Report: W1)116029 Structura Test Report h1TLA 16610 Unit C "A/14/0A F Binnings I - I - American PA PA -14 SINGLE HUNG COMPARATIVE ANALYSIS r 1 APT..O'FA AS COMPIYINL Y:IN 1R1 30.'H Ii011IOA itrUM CODE G.1 2,l Div . '..' 1121 Ow .a Ua 15L0't: ABE CO3Ittisn E ACW13 to 80. P.O. Box 630035 2805 N.E. 1851h Sires' 11laml, Florldo 33163 (305)931 -2350 M... a of 8 PA- rlrlf - a"" A 1 • MIAMI -DA E METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach FL 33069 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372.6339 Series 230 Outswing Alum. French Door w /Sideliles(reiizforced ) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO 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.:99- 0902.02 Expires:06 /29/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:06 /29/2000 Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2553 •rancisco Quintana. Director I of 3 Miami -Dade County Building Code Compliance Office k Homepage: http://www.buildingcodeonline.com 1 e �? • r T. M. Window & Door Company ACCEPTANCE No.: 99- 0902.02 APPROVED JUN 2 9 2000 EXPIRES JUN 2 9 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This 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 Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 230 Outswing Aluminum French Door w/ Sidelites (Reinforced) and its components shall be constructed in strict compliance with the following documents: Drawing No PA99230, titled "Series 230 French Door" Sheets 1 through 9 of 9 dated 10- 21 -99, latest revised on 04- 28 -00, signed and sealed by Ballard L. Argus, 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 application of pair of doors and single door with or without reinforced sidelites, 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 outswing French doors and its components shall be inst ipliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this protection system. hurricane 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, state "ollowing statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies oldie 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. 1stw I .L I_ lshaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 of3 T. M. Window & Door Company ACCEPTANCE No.: 99- 0902.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JUN 2 9 2000 JUN 292003 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 3. 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. \ ,Lc \, vcIA Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 Date Legal Description Historically Designated: Yes Owner/Lessee / Tenant e Thp v3 ( W . Owner's Address Contracting Co. Qualifier WORK DESCRIPTION PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address _5_6;1_1) E q5 5 '+ Tax Folio O03 \Q Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT 4a RADON APPROVED: Zoning Building Mechanical Address Master Permit # Phone SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN ( 7.0. 1 R eQQs- Square Ft. Estimated Cost (value) 95& • -TO 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. Electrical No Signature of ontractor or Owner - Builder )2•Crlite:1 otary as to Contractor or Owner Budder Date My Commission Expires: 47/v C.C.F. /J v NOTARY S BOND TOTAL DUE 75. Plumbing Engineering METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Corporation 312 Walnut St. Cincinnati, Acceptance No.:95- 0303.02 Expires:05/26/98 Approved: 05/26/95 OH 45202 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 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 24 ga. Steel Sectional Garage Door 16` -2" wide - 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. For listing see section 7 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. Raul Rod iguez Product Control 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. nar es anger, Director Building Code Compliance Dept. ivletropolitan Dade County Track Skin End Stile Center Stile End Hinge Center Hinge Horizontal Reinforcement Shape Frequency 14GA 24GA 16GA 20GA Double 14GA • 18GA 16 GA Channel 1 /Section Clopav Corp. ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Candido Font, P.E. Plans Examiner Product Control Division 95-0303.02 MAY2 6 1995 MAY 2 6 1998 1 Description. This approves sectional door 16' -2" wide x 6' -6" thru 8' -0" high made out of steel, drawing quality (ASTM A528) galvanized coating of G60 (ASTM A525) finished with baked on polyester paint on both sides. The door shall be constructed and reinforced as detailed in the approved drawing 4101300 pages 1 thru 4. Use: This door is approved for a maximum design pressure of +46.6psf & - 52.0psf and its use is restricted to this pressure. The door passed the impact & cyclic test, therefore it does not require hurricane protection devices. The door shall meet the burglary security requirement of Section 3603.2(c)2(aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. 3. Installation: The door shall be installed as shown on drawings #101300 pages 1 thru 4. \Vood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a) 1 or shall be of a durable species as defined in subparagraph 2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6 ". wood jamb as shown on Page.4 /4. Installation of track to 2" x wood jamb requires a 5 /,,, x 1 / lag screws not to exceed @ 14" o/c with a minimum embedment of 1112. Clopav Corp. ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Candido Font, P.E. Plans Examiner Product Control Division 95- 0303.02 MAY 2 6 1995 fIlki 2 6 1998 4. Conditions of Use: Application for building permit shall be accompanied by duplicate prints of the approved drawings #101300.pages 1 thru 4 bearing the approval stamp, Notice of Acceptance number and date by the Dade. County Product Control Section along with computations prepared by a qualified Florida Professional engineer or architect verifying the adequacy of the door at each site. The shop drawings shall bear the signature of the architect or engineer with the following statement: "The supporting structure has been designed for the forces shown on the approved manufacturer's drawing." Application for building permit for replacement doors shall be accompanied by duplicate prints of the approved drawing 4'101300 pages 1 thru 4 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section. Also the Building Official must be satisfied that the propose installation meets the use listed on Section 2 above. 5. Limitations: This appro\: i requires the manufacturer to do tensile testing of the finished embossed steel panel doors, fabricated under this Notice of Acceptance. Every three (3) months, four (4) times a year, after previously announcing this office of date, hour and location, the manufacturer shall have a Dade County approved laboratory to cut and test according to ASTM E 8 -93, two (2) samples randomly selected from doors fabricated under this Notice of Accceptance located in Dade County. A copy of the test reports and a notarized statement from the manufacturer confirming that samples were selected from doors fabricated under this Notice of Acceptance shall be mailed to our office. If the specimens fail to meet the minimum yield strength of 38,000 PSI, this Notice of Acceptance shall be voided and the m ffacturer cannot apply for this model of door for a period of one year. -2 a- Clopav Corp. ACCEPTANCE No.: 95- 0303.02 IY1AY 2 51995 -2b- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6. Identification: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved." 7. Evidence Submitted: Test ReRort Date Drawing Ref. Signature HETI 95-407 01/24/95 101300 H.M. Medina, P.E. HETI 95 -408 01/25/95 101300 H.M. Medina, P.E. HETI 95 -T59 02/06/95 101300 H.M. Medina, P.E. Calculations Date • Signature M.W. Westerfield,P.E. 01/20/95 M.W. Westerfield, P.E. Drawin Number Last Revision Signature Clopay B.P. Co. 101300 03/27/95 M.W. Westerfield, P.E. Candido Font, P.E. Plans Examiner Product Control Division MAY 2 6 1998 METRO-DADE- NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for . revisions or change. 3. Any unsatisfactory performance this product or process or a change in Code provisions . shall be ,rounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. s. The Notice of number preceded by the \words Dade County, Florida. and followed by We expiration date may be displayed in advcrtisini2 liter; turc. I f ally portion oi the Notice of . \cceptanee is displayed. then it snail be done in its entirety. 6. A copy of this approval as well as approved drawinzs and other where it applies. shall be provided to the applicant by the manufacturer of his distributors and shall be available for inspection at the job site at all time. The prints need not be re- scaled by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 1 =0 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 . I:au( I■t)dri_ue. Product Control Supervisor LOCATION c, IT. 95th atreet GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER --* ol h 1940 $ °�° /s peQ 1941 V. 4 " y � / A I' ` // 1942 1943 '- � / > ~.'� j /j , / " ✓ rWl et 0 6 % ! . C-4 . ,.e.`' ..■ 1944 14 . J / } -.ZJ li aft 63r ° J 73.1 y27. 4.1., 1945 !t3 00 / 0 , 0 � / L © 0 1- 4 ,'S / -J4 "4!.�J ,-..- - s -- , 114 1946 1947 --A . `f 1948 f 2_ OJtJ IL-p / Y r // / -/ - 9f' ,/ �yy 1949 �� _ �" `��✓' 4 / .2 ✓4' /-/3- 5 0 / ' p/SlQO it // 1950 // /�- .//- 5 -0 / � LOCATION c, IT. 95th atreet GARBAGE TAX RECORD 92 N. E. 95th St. by H. E. Meyer year annual tax period used amount paid date paid receipt # /a ' '&4:4 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village nd all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. copy of approved plans and specifications must be kept at building during progress of the work. Date ?' f j 19 (� � Owner's Name and Address / /i X- M�- �,r No Str et .!k• /L ST Registered Architect and /or Engineer �" " Name and address of licensed contractor . ./ Location and legal description of lot to be built on: Lot Block Subdivision 9 Z— / 9S fr State work to be doe and p rpose of ilding (by floors) / Street and Number where work is to be done Disapprove (Signed) utr<ung D MIAMI SHORES VILLAGE j9v AP -4. Read, Sworn to and Subscribed before me. ANNING BOARD DATE and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ So Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, wpslq to be perform gd under this permit, as are licensed by Miami Shores Village. ! /� /9 v ♦4" Remarks (Signed) jzi STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. Permit No a? _� are Date 2 / Notary Public, State of Florida My Commission Expires Chairman Member Member Member Member .. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be nude for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 81.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. location of Structure: PUMIG.1TInN NOTIPICATInN Bruce - Terminix Company Company 2160 N.W. 17th Ave. Address Owner's Name and Address : D. iTcyors Type of Structure: rc ldon.co Approx. No. Cu. Ft. 25,000 Name and quantity of Fumigant: 92 i' . 95 St., P iiari Stores Vi.lt_:nc 25 2 o Date & Approx. Time of Realease: 12/1-"/6 Length of Fumigation Period: 18 to 21 1ourn Distance to Nearest Building: over lO ft, Certified (or Special ID. ) Fumigator in Charge: Name: Jerry Ledford Telephone: 635 -4538 _ 3' 99. 961. -2735 MTV Night FUMIGATION SHALL BE PERPCRMED IN STRICT ADHERENCE TO THE FUMIGANT'S REGISTERED LABEL AND FLORIDA STATE BOARD ()P HEALTH RULES 1701 -2. NOTIFICATInN TO BE RECEIVED NRT LATER THAN THE DAY PRIOR TO RELEASE OF THE FUMIGANT BY: 0- County Health Dept. 0- Fire Dept. 0- Other Nylon Tent BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Lot 0 0 PERMIT N? 3943 a 0 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Perini BI Contractor's License No. DATE - 19 Subdi- vision Address of Value of ( 11 Amount of Building s Project $ `'' I 1 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed- r INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY ABBOT PRINT • BUILDING PERMIT RECORD MIAMI SHORES VI FLORIDA DATE APPLICATION Application is hereby made for the approval of the plans and specifications herewith submitted for the building or other sturcture herein described. This application is made in com- pliance and conformation with the Building Ordinance of the Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all Ordinances of Miami Shores Village, and all rules and regulations of the building Department of Miami Shores Village, shall be complied with, whether specified or not OWNER f./(1 ' e l . ARCHITECT /., , ' .V ,�' - a -.. `✓�C ONTRAC TOR LOT31 1t' _C BL SUBDIVISION ') STREET #�,,.� 4 (r i NEW ' REPAIRS NUMBER OF STORIES / ROOF - f : :(e COST (excluding Archtitect's fee, landscaping & garago)$ 7si 0 a Building to be used for _c v_... r F . r - �i L.. -and no other use. I hereby submit all the plans and specific for said buildi Signed Before me, the undersigned authority, a notary public, duly p , my authorized to administer oaths and take acknowledgment, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the builder of the above described construction, that he has read the foregoing application, and that he did sign the same, and that facts stated by him are true. Read, Sworn and Subscribed before me, STATE OF FLORIDA) COUNTY OF DADE ) My Commission expires Cubic Feet Member Seci °etary Building Inspector Notary Public(Signed) Cubic feet required in this Block PLANNING BOARD Chairman -- l' Member /r 4 Permit No. n"Z. Issued to %.2* Date ii - r c ' Electrical Permit No I'lu -nbing Fc ez. s No. g . BUILDING 0 MIAMI SHORES VILLAGE, FLORIDA / ELECTRICAL ❑ Date i y 19 �" PLUMBING ❑ PERMIT N? 10731 Contractor's ROOFING ❑ License No. 1 CO v`l 1/41 Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot ❑ Work to be performed under this Permit I \ A l 1 t J . 4 T C 1 i CONTRACTOR or BUILDER /) 2 c 2.1 Gt. La +J 11 £c.•a.. Subdi- vision Sq. Ft. Value of Project This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon sibility for work done by his agents, servant or employees. Signed &i ` ) ro '" (INSPECTOR) BY In consideration of the issuance to me of this permit I agree, to perform the work covered hereunder in compliance with all ordinances and regulation, pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done'by either, myself my agent, servant or employee. era C) $ 3 ct..' BY AUTHORITY I I Amount of -•- 1 1 Permit $ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date J�:OLTime Name Address Company Phone # Approved Correction Re- Insp'n Fee Type Insp'n Permit No. y 97 ?p 3®.S 7S'y f 307 /L `3 ®L3" s z I' Ai For Inspector: ate �4,_ 2.z. 4.1.e teltli/Witi-12 /4riveiZ al -? &x 1 S L d i&u' ,4 r Zr19----(9t9dd