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165 NE 98 St (12)Date EIIT APPLICATION FOR MIAMI SHORES VILLAGE 99 Job Address gQS_ iee; Tax Folio Legal Description Owner / Lessee / Tenant D9/4 M C1 e,.- Owner's Address /' /6'sc L4 '9 S Contracting Co. e-17 / Qualifier .per7&Ci. State # Municipal # Architect /Engineer Bonding Company Mortgagor Permit Type(circle one WORK DESCRIPTION i ,/ BUILDING ELECTRICAL PLUMBING f 0 Square Ft 280 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 authorfe the above-nam contractor to do the work stated. Signa Date: / ' Notary as to Ownei My Commissic'EAPi a: 1Y Crya`l >.rly ** * * * * hitch. 3 ,T FEES: PERMIT L-r'Ci APPROVED: er and /or Condo Presi : NC * ' * * * * RADON C.C.F. LI ° Fire Buildi Zoning Mechanical Phone 2C- 7S?- D Address_q3/L ` 4/4. S S I L - -- Phone 36s= 1/ '7(U - 2., Competency # Ins.Co. Address Address ent B O OS Address Estimated Cost(value) Signatur Date: Notary as to Contr ct • r or WarE ilder My Commission E # CC 698973 EXPIRES NOV 25, 2001 BONDED TMRU * * d' OF �" * AT 11 BONDIN *CO., INC ** NOTARY 2) TOTAL DUE Plumbing Master Permit # 1 4 1 1 1 /V ROOFING PAVING FENCE SIGN tls' of Contractor or Owner- Builder Other Electrical Engineering TI24/z CV4 A.10 C /62.efee,f 9.'vv Ok ce.)10?-2 - 2/ r'' 04/28/99 07:33 88289185 COX INS REP SVC 1 14Jimc 'Jr e. Vrrus7crawaressre A RECORDE ' MUST RE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements w@ be made to certain real property. and In accordance with Chapter 713, Florida Statutes. the totlowing information % ormMed In Its Notice of m!m. �, »! 1. Legal description of property and street address: ! . IU L� interest to property: Name and address of he simple titisholder: 4. Cantraop? 3 5. Surety:(Payment bond required by owner horn contractor, if any) Name and address: Amount of bond S 5. Lender's name and address: 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: 5. to addition to Nmself, Owner desks the lowing peasants) to receive a copy of the Uenor's Notice as provided in Section 713.131)(b). Florida Stalutis. Nwne and address: A. Expiration date of this t4otice of Commencement: (Ute expiration date Is 1 year from the date of r•oordin0 unless a diNerecd date Is g s Print Owners Name Poo Mc J o n AC C V'J i.(PS- AO 41" ¥' )4 40„^ Sworn t0 and . _ .3• before me this ,c day of Notary Public Print Notary's1<lante My Commission Expires: sl - /Of ryp 129.0142 7i r\16 98 51* Apr -05 -957.- 0:71 04A Sunsh i ne Windows Mfg _ METRDMiE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Approved: 09/16/97 (305)828 -5118 P.01 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 -2906 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series 4230 Aluminum Fixed 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. 9702, Sheets 1 and 2 of 2. (For listing, see Section 8 of this Notice of Acceptance) 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 ammcndments 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. 1008.04 Expires:09 /16/00 aul Rodfiguez 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 he used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: Dostmasterabuildinacodeonline .com Homepago: http : / /www.buildingeodeonline.com 111N0011 SIZE 71 r N "t°tl Max. hUmnabbi Dalian E•r46s6r8- 957 77L -1416 3/16" TEIrE1lEO GLASS NUMBER A r ID4 r 0115 171 -1414 3/16" AI4NEA.LD GLASS P6JM R 4NC1�401ts rT•.. 1'25 1 /e DSO ANNEALED CLASS wu,8E11 q 40115 Hoed Sal Jamb Np /i S Jamb Land 1 211, Ja.nh EX T. 1717. DM" 1111. T; X7. !NT 46 . 100 60 69 50 30 29" 10 0 315 eD 141 = e0 60 O NE , PER SCE 7m" - --+ 100 469 90 • 2'3 -- 37 '• 100 - - 76 • 106 100 •1 1 7 -- -- -- -- -- -- -- -- 19 • 106 100 1155.1 3 7 -- -- -- -- -- -- -- -- e6 • 91 94 6 1 We 3 6 -- -- -- -- -- -- -- 37 • 91 100 1 110.4 3 6 -- -- -- 1 -- -- -- -- -- 26 r 9 100 ! • 48.2 7 fi -- -- -- i -- -- -- -- 19 • 91 100 1 111.6 2 6 -- -- -- 1 -- -- -- -- • - a6 . 74 -- 37 r 74 100 117.5 3 5 401 640 2 4 -- -- -- - 26 • 74 105 152.1 2 5 51.6 51.9 2 4 -- -- -- -- 19 . 74 100 196,0 2 S 67 67 2 I 4 -- -- -- -- 46 s 63 -- 37 • 43 100 1267 .3 4 42.5 42.5 2 3 -- -- -- -- 76 • 53 100 114,0 1 • 59.4 30.4 2 3 -- -- -- -- 19 . 43 100 102 2 4 14.6 68.8 • 2 3 -- -- -- -- 46 • 5) 37 r 53 100 135.3 2 4 46.1 16.1 -- 26 • 53 100 169.1 2 1 56.5 51.5 7 .3 45.6 1 45.6 2 3 19 • 33 100 709 2 • 711 71 7 2 3 47 • 1 47 a 2 3 46 . 38 100 164.1 3 3 44.7 49.7 2 -- 37 • 38 100 171.7 3 3 50.4 5B 26 • 38 100 1 90.5 3 3 44 9 64.9 2 2 52.3 32.3 1 2 19 4 36 100 246.7 2 3 Mg 77.9 2 2 62.6 1 12.0 2 . 44 . 29 100 174.7 3 2 59.1 • 59.5 2 2 44 ' 48 2 2 37 . 26 600 193.2 3 2 65.8 45.6 1 7 53.11 53.1 2 2 26 • 21 100 `!O i 1 2 65.3 55.3 1 1 60.9 68.4 1 74 2 1 19 • 26 _ 100 _270.2 7 2 90 90 2 2 _ 74 .3 3 2 2 WINDOW HEIGHT Yu. AUs.r4Y• Dsw91► hfssur•• PSI No. of Anchors rTL -1426 3/14" TEIOERED GLASS ri - 142a 3/ 4N•E14.E0 CLASS f74 -1425 1/3 OS9 m•NE4ED CUM EX 1 INT. (KT . 1771. ETrT 1 INT - a6' 100 1 214 53 33 30 1 .30 Tat ' PER 577E 36" 100 1 350 60 69 50 30 29" 10 0 315 eD 141 = e0 60 O NE , PER SCE 7m" - --+ 100 469 90 • 2'3 45 120 0. E 0 13 C T 3 0 c •r 1 0 C 3 Q 0 mr ; 4 O 01 an 1 N O 1 0. a 14 " � - , • / 1 /6' D9e N11424222) P1111. 3 / .I•ErED cS Tr RED u•55 6449 PVT 61N976 Ir101N. T9 3.t ELF118.71p21 DA I ( rm00n 14047 :// 121CAl EE 7VA1SDN 1 /8" 228 4NNEa1.. )!�6' A•41E•4D On rruur•rn 0.A•7 /PAM 30 C011711199 4211 114 513.111 Emu mums CODI 047 f - j rL1L o2sezr - room 0. 01781 • autumn COOS 10 111 1 6 8 13 DITICI AOC11Ge9E lgt�4' IQQ$ fll tow tarn. '.Minima. • . 1La R 1 241.0 O V lu1 •4 PM O IF f • • 06449 R 384904E 640 9702 SAFE T 2 or 2 • 01 O a TT 4- 0 3 •1 3 L C 3 Q 0 0 115 0 01 1 N 0 0. 1 317 L 000 rep MRS Ma. 311 • 1013-11 PAM N Ei-107 OLniaa/0 1013- 3 IV -r0( +EC'L A-A 21110/.0=13 10. 05 : OT ACID root . u is1. :MAD I.mn 1 vi ) /a' Ina E•IED'IEMT 00 ) /IQ' • 2-1/•• T4PC131S AI 16• SL AII0 TTPIC ll SV - )/16• ANNEALED DR TENPESCD GLASS 1 h• 000 NP4:ALCD CLASS 3/Is N.1EY-ED ^ .0 TEMERES +Als r-OA VI' s41 NK•LC0 CLASS 1T•!CI- 47 0' 0C. avG. 2n6' 1 2 -L /4• Tapc0PS V/ 7/•• NMN. CieleClif 37 • 10 SAE. 1410 1.001 Sv -101 • SUC. I IT OL 2 IT 1 /•' W1 LPS•IN 1/. TA1.I.PSI•IM TVAICY fi[VAfla'I IMAM valor masscruom. 110015.ilso — sus/5M rgit2 GIRCLL ME ow FTL s /4L7110e40 N EM I. i. eiMMO , I■rl m l�ir • On m• ran= 111■11121INp i *a�i71•�r . lam taro Canctrf !1/7 KF(Ye�1►7; �[lH Lane CAPaarr gi r23�1 lane WARTY 7r�1 D�I[iJiq[7it�! • 11,4 Z. =! •t Mal -. • � ��r• � �I a�� N ! t11_ MN 1 'r.� T� RECTA YGULAR PICTURE WINDOW SERIES 4230 _COMPARATIVE ANALYSIS TALE BASED Du: I.) FTL -1419 Or 04 -02 -91 IES; 1 157 SIZE - sr 4 106 -fir TES1 LOADS - • 130.0. -133.0 a5r DESIGN 1AA05 - 4904. -10.0 PS, w71 I WAn0N 'CST is PSr tuna G JSS s S/ 11 — MIMEO 1.) rTL -1420 Or Os -02 -14 TEST sa( - 37" Y 1.4- T[s1 LOADS - 460.0. -400 Psr DESGN LOADS . +40.0. -40.0 PSP «ATER MRTRAT1oAi TEST . 12 PSr 7.3TED CLASS - 3116' - A/NENE° 31 rte - 1 •21 Or 04 -02 -94 - t5T sat - 26 -I12' 1 :3 - TES1 LOADS 447.5. -673 P57 OESICN LOADS - .45.G. -0.0 '57 •AtEI 11Pg1Raef4l TEST • 12 P57 1ES7E7. GLASS - 1 /a OSE1 - NN11EALED • 40013 IUCMS 6T O•AIE4S. MUST DE AN0405ED P4005717 0 ruANSrE4 LOADS TO 111E STIUCTLPIE 747510P C0lolnv.s MOT CESCfOeED IN 345 4PP40WAl I0 05 uceret TED SErMATELT 2. MOM PS 43013116 TAN T15 0011110 R86 b120110r6 COI CA CPNS DHOW COI CIAIMINCE 19710. AUAPPACI M.(4- mac 04 Comp •C:r1N w.rTtL0. T C nil Y7211 /Zeil vitro 1 YA.a -11.•• AA•• S- • • • aloe 4- CRAM LNG •'10. 9702 SSEsT 1 :r 2 Apr-OS-99 oa 6 O5A Sunshine Windows Mfg. (305)828 -5118 P_08 Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96-1008.04 APPROVED : sEp 1 6 1997 : spa 1 6 3000 EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state. and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation oldie product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted. is no longer practicing the engineering profession. 4. Any revision or change in the materials. use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies nccd 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(e) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame. shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Sccurity and Forced Entry Prevention, Chha 6 of the South Florida Building Code. Manue erez. P.F. - Product Co w Examiner Produ . rol Division END OF THIS ACCEPTANCE •3• Apr, -05 -9J 0805A Sunshine Windows Mfg. Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 - 2e - (305)828-5118 P.07 APPROVED : S8' 1 6 1997 EXPIRES : SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of a "Series 4230 Aluminum Fixed Window" with 3/16" tempered glass, prepared by Fenestration Testing Laboratory, Inc., Report No. F rL -1419, dated April 2, 1996, signed and sealed by Gilbert Diamond, P.E. 8.1.2 Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202-94 along with installation diagram of a "Series 4230 Aluminum Fixed Window" with 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Report No. FTL-1420, dated April 2, 1996, signed and sealed by Gilbert Diamond, P.E. 8.13 Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of a "Series 4230 Aluminum Fixed Window" with 1/8" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Report No. FTL -1421, dated April 2, 1996, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawings: 8.2.1 Manufacturer's die drawings. 8.2.2 Manufacturer's Test Unit drawing No. SW -1000, dated 4/16/96 by Sunshine Window Mfg. Inc. 8.2.3 Drawing No. 9702, "Series 4230 Aluminum Rectangular Fixed Window ". Sunshine Window Mfg., Inc., dated 6/24/97, Sheets 1 and 2 of 2, prepared by Mfr., signed and sealed by K.A. Whitfield. P.E. 8.3 Calculations: 8.3.1 Comparative Analysis and Anchor Calculations, dated 4/23/96, pages 1 thru 18 of 18, prepared by Applied Engineering Concepts, signed and sealed Yamil Gerardo Kuri, P.E. 9. COMPARATIVE ANALYSIS: See "Allowable Design Pressure" table corresponding to each geometrical shape on attached Drawing No. 9702, Sheets 1 and 2 of 2, bearing the Dade County Product Control stamp. 10. TYPICAL DOOR ELEVATION: For typical elevation and cross sections of each geometrical shape, see attached Drawing No. 9702, Sheets 1 and 2 of 2, bearing the Dade County Product Control stamp. Manu Perez, P.E. - Product Produ ontrol Division trol Examiner 1 ..7 a 1.1.7 a 1.7• Glazing: 1/8" DSB Annealed Glass TEST TEST LOADS DESIGN LOADS — AIR INFILTRATION Q 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FD) 0.03CFM /FT' FTL -1421 __--- UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202-94 POSITIVE 1/8" annealed glass +45.0 PSF FTL -1421 +45.0 PSF FTL -1421 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE 1 /8" annealed glass -45.0 PSF FTL -1421 -45.0 PSF FTL -1421 WATER RESISTANCE (PSF) SFBC 202 -94 +12.0 PSF FTL -1421 +80.0 PSF FTL -1421 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 POSITIVE +67.5 PSF FTL -1421 +45.0 PSF FTL -1421 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE -67.5 PSF FTL -1421 -45.0 PSF FTL -1421 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(b)($) N.R. --- Design Pressure Rating (Positive) +45.0 PSF Design Pressure Rating (Negative) -45.0 PSF For Design Pressure Rating vs. Window Size, see "Allowable Design Pressure" Table in Dwg. No. 9702. Apr -05 -99 Op:05A Sunshine Windows Mfg. Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 APPROVED : SEP 1 6 1997 ExPIRES SEP 1 6 2000 • (305)828 -5118 P -06 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2d Manu Perez, P.E. - Product •• : trot Examiner Produ •ontrol Division I.h 1 z.►71 : cw(uIIIaucaa --- — -- - — Glazing: 3/16" Annealed Glass ...— ._, TEST RESULTS DESIGN LOADS AIR INFILTRATION (a) 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT2) 0.03CFM/FT FTL -1420 ----- UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE 3/16" annealed glass +40.0 PSF FTL -1420 +40.0 PSF FTL -1420 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE 3/16" annealed glass -40.0 PSF FTL -1420 -40.0 PSF FTL -1420 WATER RESISTANCE (PSF) SFBC 202 -94 +12.0 PSF FTL -1420 +80.0 PSF FTL -1420 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 POSITIVE +60.0 PSF FTL -1420 +40.0 PSF FTL -1420 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE -60.0 PSF FTL -1420 -40.0 PSF FTL -1420 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(b)(5) N.K. -_ - -__- Design Pressure Rating (Positive) +40.0 PSF Design Pres..ure Rating (Negative) -40.0 PSF For Design Pressure Rating vs. Window Size, see "Allowable Design Pressure" Table in Dwg. No. 9702. Apr -05 -99 08a05A Sunshine Windows Mfg. Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 (305)828 -5118 P.05 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2c Manu -. Perez, P.E. - Produc Product ontrol Division SP 1 6 1997 SEP 1 6 2000 trol Examiner 1.a ac.Ja. Glazing: 3116" Tempered Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION ® 1.57 PSF SFBC PA 202 -94 (0.IS CFM/FT2) 0.03CFM /IT FTL -1419 ---- UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE 3/16" tempered glass +90.0 PSF FTL -1419 +90.0 PSF FTL -1419 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE 3/16 "tempered glass -90.0 PSF FTL -1419 -90.0 PSF FTL -1419 WATER RESISTANCE (PSF) SFBC 202.94 +15.0 PSF FTL - 1 419 +100.0 PSF FTL- 1419 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 POSITIVE +135.0 PSF FTL -1419 +90.0 PSF FTL -1419 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE -135.0 PSF FTL -1419 -90.0 PSF FTL• 14 l9 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(bX5) N.R. Design Pressure Rating (Positive) +90.0 PSF . .4 Design Pressure Rating (Negative) -90.0 PSF For Design Pressure Rating vs. Window Size, see "Allowable Design Pressure" Table in Dwg. No. 9702. t Apr -05 -99 08.05A Sunshine Windows Mfg. Sunshine Windows Manufacturiry, Inc_ (305)828 -5118 P. ACCEPTANCE No.: 96- 1008.04 APPROVED SIP 1 6 1997 EXPIRES : SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED • LTS: -2b Manuel erez, P.E. - Product Product ntrol Division Apr -05 -99 08104A Sunshine Windows Mfg. - 2a - (305)828-5118 P.03 . Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 APPROVED : SEP 1 6 1947 EXPIRES : $FP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Additional information: Flange type frame. 2.11 Sealant: The frame corners, glazing bead channel ends and installation fasteners scaled with white color sealant. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in Section 9. 3.3 Other configurations allowed: Triangle, Hexagon and Octagon shapes. 4. INSTALLATION: 4.1 Screws and Method of Attachment PERIMETER HEAD / SILL / JAMBS: #10 x 1 -1/2" SMS OR 3/16" x 2 -1 /4" Tapeons fasteners, into wood or concrete respectively, spaced 6" from each frame comer and 16" o.c. maximum. Minimum embedment of 1 -1/2" into wood and 1 -1 /4" embedment into masonry respectively. Note: Please see note #11, Page 3 4.2 Limit shim space to a maximum of 1 /4 ". 4.3 Anchorage of the window shall be to concrete, masonry and/or wood framing and shall consist of only those anchors specified in this Notice of Acceptance . Substitution of anchor type or indicated embedment is unacceptable. 4.4 Fasteners must have thcir own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 9702, Sheets 1 and 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected fo the proposed in lati' Man l Perez, P.E. - Produ g ntrol Examiner Produc ontrol Division Apr -05 -99 08..: 04A Sunshine Windows Mfg. (305)828 -5118 P -O2 Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 96- 1008.04 APPROVED : SEP 1 6 1997 EXPIRES : SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a fixed aluminum window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 4230 Aluminum Rectangular Fixed Window 1.3 Overall Size: a.) 3' 10" wide x 9' 0-1/8" high x 2" deep - for 3/16" tempered glass. b.) 3' 1" wide x 6' 2" high x 2" deep - for 3/16" annealed glass. c.) 2' 2 -1/2" wide x 4' 5 -1 /4" high x 2" deep - for 1 /8" annealed glass. 1.4 Configuration: 0 1.5 No. & Size of Panels: None 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Extruded Aluminum alloy 6063 -T5 and 6063 -T6 2.2 Glazing 2.2.1 GIazing_Material: 2.2.1.1 Single Lite, 3/16" tempered glass. 2.2.1.2 Single Lite, 3/16" annealed glass. 2.2.1.3 Single Lite, 1/8" double strength annealed glass. 2.2.2 Glazing Method: Interior glazed using glazing tape and a .438" high x .394" deep x .050" wall extruded aluminum snap -on glazing bcad (Pact # SW -102) with a vinyl bulb between bead and glass. Glass bite dimension is 1/2" 2.2.3 Daylight Opening: 2.2.3.1 43 -3/8" wide x 105 -3/8" high. 2.2.3.2 34-1/4" wide x 71-5/16" high. 2.2.3.3 23 -7/8" wide x 50 -1/2" high. 2.3 Panel Construction: N/A 2.4 Frame Construction: 2.4.1 PERIMETER / HEADER / SILL & JAMB: 1.312" exterior /.938" interior face x 2.000" deep, .062" thick extruded aluminum (Part # SW -101), with a .438" high x .394" deep x .050" wall extruded aluminum snap -on glazing bead (Part # SW -102). 2.4.2 CORNER CONSTRUCTION: Butt joint construction with frame corners secured with two (2) #8 x 1" Pl'1I SMS. 2.5 Weather - stripping: None 2.6 Hardware: None 2.7 Weepholes: None 2 Manue Perez, P.E. - Produ ntrol Examiner Product • ntrol Division I M o METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Series 2000 Aluminum Single Hung Window (Light Duty) 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. PC98 -01, Sheets 1 thru 4 of 4, dated June 10, 1998, signed and sealed by K.A. Whitfield, P.E. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0724.03 Expires:07 /31/99 OF ACCEPTANCE 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:09 /17/98 Internet mail address: postmaster @buildingcodeonline.com 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 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 98- 0724.03 SEP 1 1 1998 APPROVED EXPIRES • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS July 31, 1999 1. SCOPE 1.1 This renews the Notice of Acceptance, No. 94- 0726.01, which was issued on August 29, 1994. It 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, 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 aluminum single hung window and its components shall be constructed in strict compliance with the following documents: Drawing with No. PA98 -01, titled "Series 2000 Aluminum Single Hung Window," prepared by K.A. Whitfield, P.E., dated June 10, 1998, sheets 1 through 4 of 4, signed and sealed on August 20, 1998, 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 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. > 2iL el Perez, P.E., Produ ntrol Examiner Pro ontrol Division Sunshine Windows Manufacturing, Inc. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 98- 0724.03 APPROVED SEP 1 7 1998 EXPIRES July 31, 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I 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 manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Man el Perez, P.E., Product • rol Examiner Pro • • ontrol Division =MO PANTO NNVn. DOCRQlt✓ON M AT1Q AL 1 SW -014 1 FRAME HEAD 6063 -15 2 SW -52101 1 FRAME Sal 6063 —T5 4 SW -015 1 MEETNG RAIL 6063 -75 5 SW -017 1 SASH TOP RAIL 6063 —T5 6 SW -43355 1 SASH BOTTOM RNL 6063 -75 7 SW -40771 1 3' R501 6063 -15 9 SW —AS 14 ASSEMBLY SCREWS / 6X1' PH PHIJP CRS 11 TN-867 2/VENT LAT01 ZINC 12 SW -1620 AS ROD SEA. PILE FELT 13 SW -3257 AS ROD WEATHER STRIP BULB VINYL 14 SW -1520 AS ROD GLAZING TAPE FOAM 15 SW -016 AS R00 GLAZING BEAD 6063 -75 17 SW -3062 AS R00 WEATHER STRIP BULB VINYL 16 SW -013 1 FRAME S11.1/3' RISER 6063 —T5 19 SW -40770 1 801104 RA6./3'185ER 6063 -75 20 SW -43353 2/VENT LATCH BOTTOM RNL 6063 -15 1 U u 14 0 1 0 litAli O 1 I i I��T 1/2' WEEP 5L015 AT EACH END TYPICAL ANCHORS SEE ELEVATION FOR SPACING OPTIONAL LATCH I WOOD BUCKS NOT BY SUNSHINE WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING ! SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE ANCHORS: INTO THY WOOD BUCKS OR W000 STUCTURE 3/16" SHEET METAL SCREWS WITH 1 1/2' MIN. PENETRATION INTO WOOD INTO 1HY WOOD BUCKS OR INTO MASONRY 3/16' TAPCONS WITH 1 i/4' MIN. EMBED 11410 IeASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WTM VINYL BULB ON INTERIOR L _ _ ' OPTIONAL LATCH = 1 BY OR2BY TYPICAL ANCHORS WOOD BUCK SEE ELEVATION FOR SPACING MATERIAL LIST (VERTICAL SE TION) 44 .�FRr�MA Sunshine Mfindows Yanukeuring, Inc. f146 W. 33n. FNe. HYMEN. FINN. 37012 F Slte O ea 5 Pawner J N O.I.: 6 -10 -98 sale 1 /2' =1 WnWn: N N 01 SHEET 1 OF 4 e 3 Tr'T F '..0 ;1C C2T a• T 11. F6J01:' . n!. a ?V 3 e': 11c LO:: :C COLE COMPL'1aCE CU: ;110EPTUICE W.11'424'03 =MA PART IBID. DY[7OPITON MICTa2AL 3 SW -011 2 FRAME JAMB 6063 -75 8 SW -012 2 SASH SIDE RAO. 6063 -15 10 SW -8202A 4/VENT FACE GUIDES NYLON 14 SW -1520 AS ROD MA2ING TAPE FOAM 15 SW -018 AS ROD GLAZING BEAD 6063 -T5 16 SW -540 2 SPIRAL BALANCE ALUMINUM 17 SW -3082 AS ROD WEATHER STRIP BULB VINYL a 1 BY OR 2 BY WOOD BUCK 1/4' MAX. SHIMS I IAN WINDOW WIDTH 15 10, • 14 • • • • 'TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING MATERIAL LIST (HORIZONTAL SECTION) O.1 j�,o..,RJ4AA.� V '" . C.. S rry 6)G COXPI..;+ Strdene Endows Manufacturing, Inc. 1748 M. 33M1 Pl. NOVA FNMA 22712 Ne (305 ).144-41152 F(308-51 18 o,.., A. JN Dos 6 -10 -98 are 1 • =1" AMrre OWNING S Q1 SHEET 2 OF 4 COMPARATIVE ANAL CHART SEIRMS-ZOO ALUI@lUY SINGLE HUNG WINDOW DEMON LOAD GVA(STT 1NCHORS SEE CHART DMI-APINBAIED OA33 WIDOW ROIL 316' TAPOOTA Ir WIDTH HEIGHT EXT. INT. 19 //8' 50.7 232.0 20 1/2' 80.7 187.4 2r 80.7 119.0 27" 53 1/r (3) 80.7 83.5 10 1/8' 80.7 157.2 28 1/2' m S/8' 80.7 113.4 00.7 81.2 3r 53 1/r 80.7 80.7 50.8 10 1 80.7 1901 28 1/2' 00.7 1133 50 5/8' 80.7 77.4 Sr 53 1/0' (4) 52.0 52.0 10 1/r 00.7 1323 20 1/2' 007 00.1 3r Sr 00.7 00.7 53 1/8' (4) 401 40.0 19 1/r 00.7 1101 28 1/2' 80.7 74.5 74 1/4 50.8 50.8 Sr 53 l/0 (5) - - ' OSB -ANN. 1NCHORS SEE CHART 1= Ir • N0. 91 PAf1EPONE86 9101CH1E NUMBER OF ANCHORS PEA HMS BLED d MHL -18148 DATED 7 -9 -94 TEST Ste. 53 1/8' 2 83 (1 0000 1) TEST Loons. .70 0 -70.0 1 ST OESICN L0A0S..40.7 -48.7 PSF WATER INFILTRATION TEST. 9.1 PSF TESTED CLASS- DSO ANNEALED i 0 2 i0 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED NOM: WINDOW WIDTH 21' MAX. TYPICAL ELEVATION 1 OVER 1 1 . 6 . MAX. 24' MAX. MAX. t. 1144 SIRUCIUE 6 0E5101E5 AS PER SOUTH FLORIDA M8t01N0 MOE 1994 ORION FOR OAOE 0088F17. ALSO FOR 990.0808 AS PER ASCE 7-08 USING CORRESPONDING LOADS 2. 9000 BUCKS Or 0T1RR3. MUST E ANCHORED PROPU67 TO TRANSFER LOCH TO 11E STRUCTURE 3. ANCHORS 09•L E AS UMW. SPACE AS SHOWN ON OVALS. ANCHOR ENBEOIENT TO BOISE 190EI04. SNAIL E BEHIND WALL DRESSING OR STUCCO. /CAM DADS Da.ACT R831STANT SH[fl'1F3S RRQIO7I>I I CAI :MX '441 NC.1A_'41.7 4=3. Strunk Iltmdor3 Unfodurig, k� 1746 T. ]]A Rom WOW 14•118 53013 FF08(308 111 DNU.I or J N o.rs 6 -10 -98 k =1/2' :1' 5 0 R9H111911: warm Eq. PC98 -01 SHEET 3 OF 4 ,.3,21 f— 2.062 —{ 0.OSO r_ _T a e ` I 0394 63 9� GLAZING STOP SW -018 6063 -15 -1 -1 1 : 50; 2.1251_ 0.612 —r 1 f-- 1.625- ,.675 SASH Illiil TOP SW -017 6063 -15 ao5o R FRAME HEAD SW -014 6063 -15 MEETING MIL SW -015 6063 -15 2127 0.062 231 ♦ -{ 0.937 h - 1.--.1- 0.592 T 1000 0.650 , � 0.610 1' SASH SIDE RNL SW -012 6063 -15 1. 043 T 1. 1 LATCH SW 6063 _. �- 0.094 BOTTOM RAIL -43353 -15 'CGCi lV 2.000 0.050 1_ 0. f. — 2.076 -- FRAME SNl SW -52101 6063 -T5 I.— 2.375 --4 FRAME JAMB SW -011 6063 -15 L7. f •— L _.4 SASH 1.890 ,.690 BO1TCM SW -43355 6063 -15 —1 0.062 I.- RAIL 1.450 r 1.437 32 SASH 1— -4 SW 6063 1.625 ,.000 BOTTOM -40770 -15 --I I 81111 _.,:..I._ :A6? CiVei....ACi ^.:i :: w' ii " �Tl r N' 94'(•Oa 0.076 r 1 1.5000 13090 7 oe2 L 1 --- 2.077 ----I FMME sRl 6 063 -1 6063_15 SILL RISER SW -40771 /� 6063-75 //N Sunshine Windows Manufacturing, Inc. 1745 W. 33x6 Plop N � 1626 -51666 F 306-„6 n..,, s, JN o.1.: 6 -10 -98 6 1 /2' =1 ' OINWING NO. SHEET 4OF4 Air D • METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Aluminum: Tube Mullions (1 x 2, 1 x 3 & 1 x 4) Un- clipped 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. M95 -15D, Sheet 1 of 1. (For listing, see Section 8 of this Notice of Acceptance) 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.: 95-1212.04 Expires:05 /02/99 Approved: 05/02/96 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County S'urishine Windows Mfg. Inc. ACCEPTANCE No.: 95- 1212.04 APPROVED : MAY 0 2 1996 EXPIRES : MAY 0 2 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Vertical Application only: This is an unclipped mullion, therefore no clip angle is required to be installed to independently support the mullion. Windload is transferred at each end of mullion to sill/head members through four (two per corner) #8 x 1" SMS through head (and sill) into jamb screw splines. 4.1.1 Anchor Type A Using two 3/16" x 1 -3/4" Tapcons at 4" inches from each side of mullion centerline, thru the head with Tapcons directly into a 2x wood buck (1" min. embed) and thru the sill with two Tapcons directly into a precast concrete sill with a minimum embedment of 1", as shown on Cross Section, Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 4.1.2 Anchor Type B Using four 3/16" x 1 -3/4" Tapcons, one at 4" inches from each side of mullion centerline and another spaced at 2 -1/2" o.c. from the first, at each side thru the head with Tapcons directly into a 2x wood buck (1" min. embed) and also thru the sill with Tapcons directly into a precast concrete sill with a minimum embedment of 1", as shown on Cross Section, Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. Manu 1 Perez, P.E. Plan Product Control Division xaminer 1I TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT 0.25 CFM /FT FTL -1360 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +59.5 PSF FTL -1360 +59.5 PSF FTL -1360 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE -59.5 PSF FTL -1360 -59.5 PSF FTL -1360 WATER RESISTANCE (PSF) SFBC PA 202 -94 +8.90 PSF FTL -1360 +59.3 PSF FTL- 1 360 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE +89.0 PSF FTL -1360 +59.3 PSF FTL -1360 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 NEGATIVE -89.0 PSF FTL -1360 -59.2 I'SF FTL -1360 This is a verification test only. For Design Pressure Rating vs. Mullion length and Anchor type, see Chart on Sheet I of 1, of Drawing No. M95 -15D, bearing the Dade County Product Control approval stamp. Sunshine Windows Mfg. Inc. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion cannot be installed as part of an impact resistant unit. ERFORMED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1360, dated January 17, 1996, re- issued on 1/22/96 and 1/17/96, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -15D, Sunshine Windows Mfg. Inc., "Single Hung Window (2000) " Sheet 1 of 1, prepared by Al- Farooq Corporation, dated 11/17/95, revised on 2/8/96, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated 10/19/95, signed and sealed by Humayoun Farooq, P.E. - 2b - ACCEPTANCE No.: 95- 1212.04 APPROVED MAY 0 2 1996 EXPIRES : MAY 0 2 1999 Mantel Perez, P.E. Platrxaminer II Product Control Divisio Sunshine Windows Mfg. Inc. ACCEPTANCE No.: 95- 1212.04 APPROVED EXPIRES MAY 0 2 1996 MAYO 2 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: See Mullion and Anchor Load Chart on Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For typical mullion system cross section and for anchoring details, see Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. Manus Perez, P.E. Plans ' iner II Product Control Division Sunshine Windows Mfg. Inc, ACCEPTANCE No.: 95- 1212.04 : MAY 0 2 1996 M A Y 0 2 19 9 9 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - ii i Manu 1ePerez, P.E. Plans E. Product Control Division iner 11 SZ'ES DESIGN CAPACITY -PSF WINDOW WIDTH (IN.) DIMS HEIGHT (N.) ANCHORS MUWONS HEAD AND SILL W L A B 1x2 1x3 1x4 19.125 26.5 37 53.125 28 - 183.2 368.5 300.0 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 227.5 300.0 300.0 19.125 26.5 37 53.125 38.375 104.5 209.1 290.1 300.0 300.0 86.5 173.0 209.4 300.0 300.0 78.3 156.7 150.0 234.6 300.0 78.2 156.5 104.5 163.4 223.8 19.125 28.5 37 53.125 50.625 73.3 146.7 166.7 260.8 300.0 58.2 116.3 120.3 188.2 257.8 48.5 96.9 86.2 134.8 184.7 44.9 89.9 60.0 93.9 128.6 19.125 26.5 37 53.125 63 56.4 112.7 89.3 168.4 230.7 43.7 87.4 64.4 121.5 166.5 35.0 70.0 46.2 87.0 119.2 29.8 59.5 32.1 60.6 83.0 19.125 26.5 37 53.125 74.25 46.6 93.1 54.5 103.0 166.1 35.6 71.3 39.41 74.4 119.9 27.9 55.8 28.21 53.3 85.8 59.8J 227 45.5 19.61 37.11 1 OR 2 SCREWS AT EACH SIX OF I IJUS A - 1 SCREW EA01 SIDE B - 2 =MRS EACH SIDE i 1 I it" - ' ;1 1 / 10 X 3�4' S.MS. • 6' FROM ENDS & 24 O.C. WO( 3 /JAM8 UP TO 38 .3 /E' HID; 4 /JAM13 OVER 38 -3/0' 14tH TYRCJ L flUJHE ,IAMB SSW -011 CONNECTION TO STRUCTURE WITHOUT MULLION CUP • NUCOR ANCHORS -t- 1--- WINDOW WIDTH - WINDOW WIDTH --1 ALL WINDOWS WIDER THAN 20 -1/2' TO HAVE FASTENERS AT DENIER OF HEAD & SILL. FOR OTHER PERIMETER ANCHORS REFER TO PRODUCT APPROVAL ANCHORING CONDITIONS VARYING FR LA 1 1::05E SHOWN W 1TIESE CA.L14ATIONS SUE.: 0 TO SEPARATE ENGINEERING REVIEW. • 1 X 2 X 1/8' ALUM TUBE TOTAL PROPRRTIRS Ts = .695 IN.' SZ a .560 IN? TYPICAL MULLION SEE L.W'ION GRAPNS FOR WINDOW SEE CORRESPONDING COMPARATNE ANALYSIS HEAD & SILL ANCHORS FOR MULLED WINDOW WZQUT MULLION CUP WOOD BUCKS NOT BY SHINS NUM WINDOWS MUST MTADI LL' AS IMPOSED 1 X 3 X 1/B' ALUM TUBE 3/18' TAPCONS 1 MW. EMBED. $ = 1.313 IN, SZ = .8-76 IN 1 X4X1 /0' ALUM TUBE ERA/AC JAMB SSW -011 5/16' HAX. -I PRECAST C'ONC• 318' TAPCONS SILL / MIN. DIBED. 5/16' NAIL MUWONS CONTAINING FRAME MFMBER # SSW -01 AT EACH SIDE .110S1ZQNTAL OR VERTICAL SEE WHOM OR DOOR APPROVAL FOR FASTENERS SIZES ANC SPACING 1_ TO ?AL APE$ $ = 2.400 IN! Ss = 1.200 IN RECTANGULAR ALUMINUM TUBE MUWONS (UN- CUPPED1 WINDOW FRAME MEMBER # SSW -011 INCLUDED IN PROPERTIES, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 192.‘Q BY PRODU. INTROL OIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4 1 212.0' INSTRUCTIONS; NOTES; 1. ALL GLAZING PRODUCTS USED WTIH THESE MUWONS MUST MEET 1145 APPUCABLE DADE COUNTY REQUIREMENTS LE WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONOTIIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6083 -T5. USE MUWON /ANCHOR LOAD CHART AS FOLLOWS. MEr1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. STEP Z 115E DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MUUJON AS PER PRODUCT APPROVAL stE USING MUON LO CHART DETERMINE MUWON 4 GPACLIY WI W STEP MUST EX CEED E LDAO THE 0E5IGN SPECIFIED IN 1 ABOVE. STEP `� UANG ANQIO LOAD CFIART SELE ANCHOR WITH DESIGN RATING MORE TUN THE DESIGN LOADS SPECIFIED 114 STEP 1 ABOVE ENGINEER: NUWYOUN FAR000 PE / 16557 • F EB 0 81996 U c4.4 Cb a 0 be 0 t 1 01 2 draw no. M95 -15D 3 he et 1 of 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3 at: I 'id) Job Address ic 1\1 6113 �ru Tax Folio Legal Description Historically Designated: Yes No Ow j•-fl / Tenant .] \./ 1 l /� ,U Me Master Permit # 9 6 Owner's Address I bS N r Act, Contracting Co. 4\ \ i -a t Address 1035 .xl 1 SI Qualifier ei4 r3 +4Ut►.6 — SS# Phoned a 4 - ay q o State # op (`©S ' 'L , Municipal # Square Ft. APPROVED: Zoning Mechanical of owner and/or Condo President Date Notary as to Owner an or Condo My Commission Expirex' Y "'a, esus Molina S:Commieaion # W 811252 Expires Feb. 21, 2003 ;��`. Bonded Thai ',,,,��� Atlantic Bonding Co., Inc. RADON • Date Competency # Address Address Phon(305) . ` . )S''*\ ^ oV 4 d Ins. Co. Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING CHANIC ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1I Estimated Cost (value) 4 l a'1g . i f? 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. C.C.F. d NOTARY '1 24 71 of Con ctor or Owner -Bui der Date agx Notary as to Contractor or Own My Commission Builder 3�X fit Date 00 " Jesus Molina :Commission # 00 811252 Expires Feb. 21, 2003 ', ''' '' � '`' , Atlantic BondinngCo., Inc. BOND TOTAL DUE ,�l�© Building Electrical Plumbing Structural Engineer