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SHUTTERSBUILDING ❑ PLUMBING ❑ ROOFING ❑ Owner of Building %} • . Architect Contractor or Builder Legal Description Lot 2 CONTRACTOR OR BU MIAMI SHORES VILLAGE, FLORIDA DATE 41 ' � t 19 ! PERMIT Work to be performed under this Permit Bl. N9 6340 Contractor's License No. C ' " 1-- r `:• "C. cx,s.r , , . oeJT Subdi- vision e'k "« t Address of P r" _ Value of 2 040) 0 1 Amount of Building t Project $_ 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 yr specifications and that he assumes respon- sibility for work done by his agents, servants or employees. , Signed f � �; ' f' SPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance 'th all ordinances and ons pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper aut • ' . es of Miami Shores Vi1 ge. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employed. BY AUTHORITY ♦aeon �s PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Xlak 1 qc1 Job Address ( 13 (J e, q Lt Tax Folio I k - 7 - Q J - 010- Legal Description (f \ turn i She, rr s l-, v, . , ? GQ HO-1 b Historically Designated: (its Owner/Lessee / Tenant N 1 c � (() e. Master Permit # (\(\ 14S-3 01 Owner's Address O- IO Cf\C,c, ( c X r t.c s a OWNER construc Notary FEES: PERMIT APPROVED: Zoning Mechanical Contracting Co. \C. COOYNA(tk '1tt \ti (+5(6'1 put .1"; Address c10 a1r,1 Qualifier .1_ c,sJ r� ;C\ . Kc;1It-,t , SS# $ � Phone c3OS State # C C3 e - Q a °� 13 1 Municipal # 1 y 31 C S - OLL Architect/Engineer C1 Bonding Company n ( Address Mortgagor «) ' Address Permit Type (circle one): _ U ILDING/ LECTRICAL PLUMBDiG MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 13C i k( rA We �1 \J4 R * cc. I (Ms.1(N Square Ft. (, \ 1 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 CONEVIENCEMENT.) 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. Signature of owner and/or Condo President Own YSEA SUZANNE H JOSEPH NOTARY PUBLIC STATE C'o FLORIDA COMMISSION NO. CC731680 MY COMMISSION EXP. APR. 7 002 qce Date tha the foregoing information is accurate and at al ork '11 be done in compliance with all applicable laws regulating orize the above -named contractor to t ' the wor' : ed. RADON Competency # Address Estimated Cost (value) Notary aW to Coma Date My Commission Expires: OFFICIAL NOTARY SEAL. SUZANNE H JOSEPH NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC731680 i MY COMMISSION EXP. APR. 7 002 C.C.F. 1 s 0 NOTARY BOND TOTAL DUE ct `---' Signature of Contractor oil Owner- Builder Yes No t/ Phone 3o.‘, 5 7' 57) :- (c, f;) ctor or Owner - Builder Ins. Co. FCC.T , -.1 (e n.S- c% Building /I/ / Electrical Plumbing Structural Engineer Florida • Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under renewal number 99-01:05.03. (Previous number 96- 0701.02) This letter authorizes EAGLE CONSTRUCTION to use our 20ga. panels under number 99- 0105.03 to be used at the following job: 1213 NE 94 ST Sincerely, i Victor V; C President or Enrique Revilla Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. 36A 3a 71 x 7'1 SGb. r6 N 0 ScA 7 8x7`y v I a13NE.. qt-) ell %ocir, ,Shoves (®n sc , Jr 1 e'ul (00 - a 5'Nef lax 5'i 38 xay 1 1 1 I 1 I 1 I ► vi hS L x F hS SSxLh s5y91 �1 -D ADE • MIAM ' Your application for Product Approval of: 20 Ga. Galvanized Steel Storm Panel 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 orr 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- 0105.03 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: 02/05/1999 PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa Locka FL 33054 Expires:01 /04/2000 Internet mail address: postmaster© buildingcodeonline.com •a - MIAMI -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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com • Florida Storm Panels, Inc. ACCEPTANCE No. : 99- 0105.03 APPROVED FEB 0 5 1999 EXPIRES : January 4, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 96- 0701.02, which was issued on April 10, 1997. It approves a 20 gauge galvanized steel storm panels shutter, 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 The 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 95 -498, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 18, 1995, last revision #2 dated February 26, 1997, sheets 1 through 4 of 4, signed and sealed .by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps both with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. 4l A Helmy A. Malcar, P. E. - Product Control Examiner Product Control Division 2 of 3 Florida Storm Panels, Inc. 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: "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 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. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 ACCEPTANCE No.: 99- 0105.03 APPROVED FEB 0 5 1 S 3Y EXPIRES : January 4, 2000 4 ite- Helmy A. lbfakar, P.E. - Product Control Examiner Product Control Division 1/4' MAX. L EXISTING STRUCTURE "F" TRACK SCALE : HALF SIZE WINGNUT O SCALE : HALF SIZE 6 -1/4 (TYP) 02/27/97 12:38 5.00' 1.50' WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION t ADDUCT MARKING LOCATION 7 SCALE : 3' . V -0" 10 TYPICAL ELEVATION REINFORCING BAR W/ FASTENERS AT MIDSPAN. "F" TRACK, STUDDED ANGLE, W/ STUDS (3) 6 -1/4" O.C. AND DIRECT MOUNTS W/ ANCHORS ((1 6 -1/4" O.C. 14) OPTIONAL 5.00' O STORM PANEL 3.500 SCALE : HALF SIZE PLAN VIEW EXISTING STRUCTURE PRODUCT MARKING (OPTIONAL LOCATION) 00"1 OPTIONAL LEG DIRECTION - 16 GAGE GALV. STEEL GRADE 0 STANDARD CHANNEL TOP MOUNT 2.3 O V (B) OR DIRECT MOUNT 1 "x1'TUBE & FASTENERS) (SEE PLAN VIEW & NOTE 8) BOTTOM MOUNT p7 ^ OR DIRECT MOUNT W a0- a • 1 Z Z 2 tn W 0 ▪ to N J 0 Z Z Z < < 0: a 0 2: XJ C < < ozu U1 0: ct O w W > - 0 OPTIONAL OVERLAP FASTENERS TYP. (SEE NOTE 0 81 5 16 GAGE GALV. STEEL NGLE CLOSURE PIECE, 1" x 2' MIN. TO x5 "MAX. TENSION FASTENER p 12' 0.C. )SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O "h" HEADER SCALE : 3" . 1' -0" 5.00" 6 -1/4' (TYP 1.750" 2.000" 16 GAGE GALV. STEEL GRADE 0 OPTIONAL LEG DIRECTION _= SOFFIT CHANNEL E CALE : HALF SIZE 1 00 N L V. GAGE I GALV. STEEL 12 I 5.00" MAX. CLOSURE 13 SCALE : 3" . 1' -0" WIDTH UNLIMITED (P :RP. TO PANEL SPAN) SECTION r L TYPII:AL ELEVATION FOR INSTALLATION W/ FASTENERS (E MIDSPAN "F" TRACK, 1 TUDDED ANGLE, W/ STUDS To 6 -1/4" O.C. AND DIRECT 10UNTS W/ ANCHORS at 6 -1/4" O.C. 1/4 -2C x 3 -1/2 BOLT WITH WASHI RED WINGNUTS (p) 12 -1/2" O.C. (TYP) L EXIST NO STRUCTURE TOP MOUNT In N t r :n 0 .o FASTENERS (SEE PLAN VIEW L NOTE 8) 2.000' 0 . L 062 0 .050" .250' r en 1.750" O _ 'h" HEADER 4 SCALE : 3" . 1.- 0 PRODUQ I� 1W' 1 ACCEPTANCE No. qq- 0 105. 03 EXPIRATION DATE 01 /0 4 / Zo c1 Ll /1('- Z' 11/32 - 0 PRODUC"1` CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1 5 /8"o 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TABLES SHALL BE REFERENCED AT } -�_� 1 I APPROPRIATE DESIGN LOADS. 930" I 1.987" � P. t . MIN .C85 GALV. STEEL GRADE D OR ALUM. tit rif } 2.000" 062' vP 1.750" "U" HEADER KEYHOLE WASHER 14 STEEL TUBE SCALE : HALF S'ZE SCALE : HALF SIZE ©^00 MOUNT - - 1 J v , 01.. W 1 U ; u 1 D • , Z 2 i 4.0x O. 6 0 )!J C.=;< O U N f t' OIW N : • i BOTTOM MOUNTI- O7 ® OR DIRECT MOUNT PLAN VIEW SCALE. 1 -1/2' • 1' -0 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION (TYP) TYPICAL ELEVATION F 1) OPTIONAL \.(3) - 1 4)1 x 1' x 16 GA STEEL TUBE TYP. (OPTIONAL) SE: NOTE 8 L TYPICAL ELEVATION 0. 3/4" OVERLAP MIN. 0 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 0 0 GENERAL NOTFS: BOTTOM MOUNT u® OR DIRECT MOUNT FOR INSTALLATIONS W/ NO FASTENERS g o MIDSPAN. "F" TRACKS, STUDDED ANGLES. W/ STUDS 09 12 -1/2" 0.C. AND DIRECT MOUNTS W/ ANCHORS at 12 -1/2" O.C. MAX. .25" 6063 -76 ALUMINUM 5" MAX. ANGLE O SCALE : 3' . 1' -0' EXISTING STRUCTURE 16 GAGE GALV. STEEL O ANGLE 2", 3 ", 4- OR 5" 1 -1/2" MIN. 1 0 7 5 1 SCALE : 3" • 1' -0 O SCALE 3 THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BULGING CODE 1994 EDITION. OF 3 STORM PANELS SHALL BE 20 GAUGE STEEL It ..035') CONFORMING TO ASTM A446, 0 16 GA. STRUCTURAL QUALITY. GRADE C. WITH A MIN. Fy . 46.7 KSI, GALVANIZED IN IN ACCORDANCE WITH ASTM 060. ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -76, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. FLORIDA STORM PANELS. INC. OPA LOCKA. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy . 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIEt D frINDITONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A 1' x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2' BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION?). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/ 20 x r BOLTS ITM DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 16 FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REOU ED. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION O. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202, AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -032 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED, WHEN REQUIRED ". APPROVED AS COMPLYING WITH TIIE SOUTH FLORIDA BUILDING CODE DAT • roC Z• 1. "7 BY .r....Mffi . PRODUCT CO IROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 96 -N701.62. �•- SHEAR FASTENER p 12' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6 0.C. FOR DESIGN LOADS GREATER THAN 140 PSF. ° .093' TYP. N 1.50 - ANGLE SCALE : 3 . 1' -0" .093" TYP. 1.50" 4" S.S. ST 6 -1/4" 0.0 DE • A LE 0 J Vn ^8 z ^w Z a • W 0 W- (- 3 o • o g < �S *! V) VP 4 N .. r )3 _•' - :nw V V = 2e:: IV o 4 I W z Y V N I7 O CENIMMIMININD V.J. KN ICH PROFES ANA NGINEER emote AS 040780 design by 1 VJK U Z (/1 J 4 LU • In uf Z >m Q < to d tJO , 0 U. 0 N .0 P � 3x ' O z o 1- In 1 -. ` 0 a rdr.vn 01: ` 00 ch.cw.d Dy l v$ dr JIng no. 95 -498 sh•t 1 of 4 SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE n'1 /n 7 /n7 .n. . n ""KISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM CONT. EXISTING STRUCTURE ANGLE TO WALL DETAIL ANGLE TO WALL DETAIL WOOD FRAMING r — TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM WOOD FRAMING — 1/4 -20 MACHINE BOLT L WINGNUT go 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORK PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL O A WALL MOUNT SECTION SCALE : 3" • 1' -0" 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL O WALL MOUNT SECTION D SCALE : 3" • 1• -0" SEE t IIN. SEPARATION FROM GLASS SCHEDULE A GLAS S OR 0\IOR r x 4' x .125" OR 2" x 4" x .12S" AL. T. BE OR 2 x 6" P.T. WOOD GLASS OR DOOR ©CONT. SEE MIN. SEPARATION FROM GLASS SCHEDULE - N ?I■ I M Agit, SHEAR FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM JIB - ^ EDGE OIST. CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1 -0" 11 i T 1/4"0 S.S. LAG LAG SCREW W/ 1 -1/2" F:LNETRATION INTO WOOD 2 - 1 /4"• x 4 -1/2" S.S. LAO SCREW p 24- O.C. MAX. ■/ 1 -3/4" PENETRATION iN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE) USE OF THIS DETAIL IS LIMITED TO : 72 PSF. EXISTING STRUCTURE 1/4 -20 MACHINE BOLT L WINGNUT (L 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING STRUCTURE WALL MOUNT SECTION (BOTTOM) C ► SCALE : 3" • 1• -0" 1/4" MAX. EXISTING w000. CONC. OR HOLLOW BLOCK STRUCTURE 1/4 -20 MACHINE BOLT & WINGNUT p 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL. LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING WOOD STRUCTURE EXISTING .100D. CONC. OR HOLLOW BLOCK STRUCTURE GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE EXISTING STRUCTURE GLASS OR DOOR SCALE : 3" • 1' - EMBED TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM 1/4 -20 MACHINE BOLT L WINGNUT ab 12' 0.C. ��• � TYP. TOP L BOTTOM © OR flu � jj O>• I Ot Z W J J 2 4 a. X Z (DIRECT MOUNT) WALL MOUNT SECTION OPTIONAL LEG DIRECTION SIDE CLOSURE REO•D. (SEE PLAN VIEW) 1/4" MAX. TENSION FASTENER - USE DIRECT MOUNT FASTENERS W/ KEYHOLE WASHER 13 OR SIDEWALK BOLTS. ANCHORS go 6 -1/4" O.C. MIN. OR p 12 - 1/2" 0.C. WHERE ANCHOR SCHEDULE PERMITS. 00 NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 )TYP. TOP L BOTTOM). 1/4 -20 MACHINE BOLT & WINGNUT a• 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) O C BUILD -OUT MOUNT SECTION SCALE : 3" = 1• -0" PRODUCT RENEVVE ACCEPTANCE No. C 1 1 v 1 O 0 3' L PIRATION DATE C VC 4 /20 BY RODUC NTROL DIVISION BUILDING CODE COMPLIANCE OFFICA APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT a • Ir!. )c 19 7 BY 1 . hi PRODUCT C. TROL DIVISION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO G(o - 076 I . n Z N C O M > U d.1• AS NOTE [ design by 1 l rJ U Z V) 4 W u • 10 Z > m Q Q m 0- f- Jo C O IA O L N 0 • Q P CC O .Yto Z O • Ig\ J to t win QOM A • Id r K 0 4 114 2 4 .1 4 N (V.J. KNEZEVICH PROFES • E • WEER FL LIc n.• o' PE0, 9.•c I A �! • • • 7 1993 9 -Nan (drawn by l 00 rcn•cw•O btj vac droving no. 95 -498 .neat 2 et 4 AL. TUBE (OPTIONAL) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE O7 CONT. SEE ANCHOR SCHEDULE — f EXISTING STRUCTURE ANGLE MAY VARY 1/4 -20 MACHINE BOLT L WINGNUT A 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) f Kt/ SOFFIT MOUNT DETAIL G SCALE : 3" c 1' -0" 2" x 2' • .125" MIN. CONT. 3105 -M14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE O ALT. CORNER DETAIL SCALE • 3" • 1' -0" ■•■ /•1 /!1 In. •■• THREE 1/4'0 WOOD SCREWS W/ 2' MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER IA 24" O.C. MAX.) 2 x WOOD JOIST, TRUSS OR RAFTER 012 SMS BETWEEN TRUSSES to 24' 0.C. MAX. 1/4' MAX. 2 x WOOD DECKING w000 JOIST 1/4 -20 S.S. BOLTS & WINGNUTS MIDPOINT OF PANEL SPAN OR Sr 0.C. MAX. (TYP) INTERIOR FASTENING ANGLE ASSEMBLY SCALE . 1 -1/2" c 1' -0" PRODUCT RENEWED ACCEPTANCE No. Cl 01 — 0 1 C • 0 3 EXPIRATION I ATE 0 BY EXISTING STRUCTURE O ALT. BJILD —OUT H MOUNT SECTION PRODUCT "BNTROL DIVISION BUILDING CODE COMPLIANCE 1)FFICE EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE "INSION FASTENER I SEE ANCHOR SCHEDULE) `too0 1/4 -20 MACHINE BOLT & NUT t 2r O.C. (TYP. TOP & BOTTOM) 1/4" MAX. — TENSION FASTENER (SEE ANCHOR SCHEDULE) 1/4 -20 MACHINE BOLT L WINGNUT (m 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 3/8"0 HOLE FOR FASTENING PANEL O'x3'21/4"xT-1-1/2 ALUMNUM ANGLE 701 -1/2' x 1 -1/2" AL. STUD ANGLE EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) SEE MIN. SEPARATION FROM GLASS SCHEDULE • LOCATION H G W TENSION FASTENER (SEE ANCHOR S HEOULE)— NE W STRUCTURE OPTIONAL HANDLE SCALE : 3" • 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE SCALE : 1 -1/2" • 1' - SCALE : 3" c 1' -0" V4 -20 MACHINE BOLT & WINGNUT 6 -1/4' 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 0 • O "F" TRACK CONNECTION TO I EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT L WINGNUT IA 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 © IN 5 /8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 3/4" 1 W r 1 0 l7 � = W V J f/l J: -. at 4 1a. • S X I0 at II— I Ica I 1 W -1. 1 -1/2" SCALE : N.T.S. ALUM. OR GALV. STEEL SPACERS AS REQ•D TENSION FASTENER (SEE ANCHOR SCHEDULEI PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH AOJACENT PANEL ANO FASTEN WINONUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) \� 11 Vil — — •111111111 . . MI OM STORM PANEL INTERIOR FASTENING (ISOMETRIC) NOtO • (TYP) • SEE MIN. „SEPARATION FROM GLASS SCHEDULE • SCALE : 3" = 1/4 y f 0" x 3" x 1/4' x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 "0 RAWL CALK -IN L IT.' W/ 7/8" MIN. EMBED. `�r IN CONC. 0 5' O.C. OR J. 1/4'0 RAWL STEEL DROP -IN W/ 1 MIN. EMBED. IN CONCRETE 0 B o.c. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 1/4 -20 MACHINE BOLT & WINGNUT 0 6 -1/4' 0.C. OR 12 -1/2' 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 TYP, TOP L BOTTOM WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF 'F' TRACK ALUM. OR GALV. STEEL SPACERS AS REQ'D • O TENSION FASTENER (SEE ANCHOR SCHEDULEI 0 ALT. "F" TRACK CONNECTION K TO NEW STRUCTURE DETAIL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ': L • 19 BY .V .._ ! L4 PRODUCT CO I'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C:1 ' nr ) • 1 2 w • .J.A Lai Y r F Z g 8 O.1 If g i < f .1 ` N h aa M L V As =W ^ w.. 01 El LI E.= g ::: P4 1 4 ; Y 4, ".. M C 0 M Y t_. u z -J LU Z a z Cr 0 1- In 0 • 4 w 1" .6 .6 B r • • 44 n V.J. KNEE VICH PROFES ENGINEER FL L • • • No. PE 0 •353. f ecal, AS NOT 1. 7 199 ' (d..IOn by 1 l VJK J W 0 m a n+ • J 0 .DLL 0 M 0 • Q YN Z l �0 In J r . 4 am e-o� (drawn by t 00 (checked pY [ checked droving no. 95 -498 sheet 3 of 4 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W IPSF) W/ BOLTS L /0R BARS AT MIDSPAN W/ BOLTS L /OR BARS AT MIDSPAN NO BOLTS OR BARS AT MIOSPAN FOR ALL MOUNTING CONDITIONS W/ STUDS p 6 -1 /4' O.C. FOR STUDDED ANGLES. 'F" TRACKS WI STUDS p 6 -1 /4" 0.C. L DIRECT MOUNTS W/ ANCHORS p 6-1/4' 0.C. MAX. TOP L BOTTOM FOR STUDDED ANGLE 'F' TRACKS W/ STUDS p 12 -1/2' 0.C. L DIRECT MOUNTS W/ ANCHORS p 12 - I/2" 0.C. MAX. MAX. PANEL LENGTH (FT-INI MAX. PANEL LENGTH IFT-IN) MAX. PANEL LENGTH IFT-INI 30.0 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 a - e 50.0 10 -6 10 - 0 -8 60.0 10- 1 10 -1 8 -8 70.0 9 -0 9 -9 8 - 80.0 8 -7 9 -5 a - 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7- 11 5 -5 130.0 5 -3 7 -e 5 -0 140.0 4 - 11 7 - 4 -7 150.0 4 -7 7 -1 4 -3 160.0 L - 3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- B 3- 1 220.0 3 -2 5 -5 2- 11 230.0 3 -0 5 -2 2 -9 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOADIW) (PSF) FASTENER ANCHOR SCHEIJULE LOADS (INCHES) BAR NO BAR I, /l �'1 T isesti WAR SPACING REQUIRED FOR VARIOUS 'DESIGN 5- 7 2 -1/4 PT* ,�, i T ANG OR TYPE �� LOAD (W) PSF MAX. 8 5 2" EDGE DISTANCE 3" EDGE DISTANCE 1 -5/8 MAX. PANEL LENGTH (L) FT. 3 MAX. PANEL LENGTH (L) FT. 5' -7" MAX 8' -5" MAX. 1V -0" MAX. 5' -7" MAX B' -5 MAX. 1V -0" MAX. 3000 MIN PSI CONCRETE 1/4"0 RAWL NAIL -IN W/ 1 - 3/8" MIN. EMBEDMENT 72 / 6 6 6 6 6 1 -1/4 6 6 6 156 S 8- 0 3 3 3 -1/2 1 -7/6 10 - Q 230 4 5 N/A N// N/A 2 -3/0 6 4 N /A 3 2 - 1/4 1/4 "0 CALK SIDEWALK BOLT W/ 7/8" MIN. III -IN L 1/4 -20 (3/4`0 HEAD) EMBEDMENT 72 12.5 12.5 12.5 8 / 12.5 6.25 12.5 12.5 12.5 12.5 12.5 12.5 156 12.5 6.25 8 6.25 3 12.5 12 10 7 �/ e 6 2 - 1 /4 230 8 4 s N/A 4 �/ 10 a S 9- 9 1/4 ° 0 TAPCON W/ 1-1/2" MIN. EMBEDMENT 1•. illlllllll1111111111111111111111W 72 12. 5 12.5 10 11 B 12.5 12.5 11 12.5 5 7 i I > 12 L 5 / ' 156 7 / 7 4 s / / 3 4 7 11 230 t / � S N/A� / ' N/A / A 5 ,..2./.---. S N/A 1/4 "0 ELCO FEMALE "PANELMATE W/ 1/4 -20 TRUSS HEAD L WASHER W/ 1 -1/4" MIN. EMBEDMENT 3�11 " Y� 72 12.5 12.5 2.5 :1 12.5 1� 12.5 12.5 12.5 2.5 1 12.5 12.5 12.5 156 12 5 12.5 72.5 12.5 /1 �� 12.5 12.5 12.5 12.5 11. 12.5 230 u. 12.5 o 1:2_____--- 9 �� 7 us 12.5 w 12.5 10 1/4"0 ELCO MALE - PANELMATE" W/ 1 - 1/1." MIN. EMBEDMENT 34( 111111111181 11118111111111111111> 72 t2 5 12.5 12.5 12.5 12.5 / 12.5 12.5 12.5 12.5 12.5 12.5 j 156 12. 12.5 12.5 12.5 � � 11 12.5 12.5 12.5 123 11.5 12.5 230 12.S 12.5 10 9 7 / � . 125 12.5 6 �i T 1 0 � 2.5 7 10 j 6 HOLLOW CONCRETE BLOCK 1/4"0 RAWL NAIL -IN W/ 1 -3/8" MIN. EMBEDMENT 72 6 / 6 / .........-.1-----, 156 3 �/ N/A - L. N/A N/A / N/A N/A 3 / N/A / N/A 4 �� 6 N/A 6 N : $ J 730 N/A I 3 1 1/4"0 CALK -IN L 1/4 -20 SIDEWALK BOLT (3/4 MEAD) W/ 7/8" MIN. EMBEDMENT 72 10 10 7 6.25 5 5 12.5 12.5 a 12.5 .25 n 0 10 156 4 4 3 3 N/A A / N/A / / 6 4 / 230 3 N/4 N/A N/A / N/A C / 6.25 N/A / N/A � 1/4 "0 TAPCON W/ 1 -1/2" MIN. EMBEDMENT 72 5 ---5---- 9 _ . 12.5 6 10 4 e 156 5 3 N/A / N /A L N/A N/A 230 N/A 3 N/A N/A N/A / N/A N/A 5 N/A/ ' N/A / 3 N/A 000M 1/4 "0 WOOD 1 -1/2" MIN. j 1111111111111111111111110- LAG W/ EMBEDMENT 72 6 6 6 �� 6 6 6 6 6 6 156 6 4 6 6 4 4 3 230 4 4,2------1 N /A 4 N/A 5/16"0 BRASS 1/4 -20 SIDEWALK HEAD) W/ r ME 1 WOOD BUSHING S. BOLT 13/4'0 MIN. EMBEDMENT 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.2S 156 6.25 S 3 3 H/A S 3 N/A 1 ,1111 230 4 3 N/A N/A N/A N/A 4 3 N/A N/A N/A N/A MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOADIW) (PSF) MAX. PANEL LENGTH IFT - INI MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) _ MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE INfHE51 BAR NO BAR NO BAR, NO OVERLAP FASTENERS ALL CONDITIONS 40.0 5- 7 2 -1/4 2 - 3/0 3 -1/2 1 - 1 /0 8 5 2 - 1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/A 2 -7/8 50.0 5- 7 2 -1/4 2 - 3/6 3 - 1/2 1 -1/4 8- 5 2 -1/4 2 - 3/0 3 -1/2 1 -7/8 8- 0 3 3 3 -1/2 1 -7/6 10 - 3 3 N/A 3 60.0 5- 7 2 -1/4 2 -3/0 3 -1/2 - 1 -1/4 6 5 2 - 1/4 2 -3/0 3 -1/2 2 6- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/A 3 70.0 5- 7 2 -1 /4 2 -3/8 3 -1/2 1 -1 /4 8- 5 2 - 1 /4 2 -3/8 3 -1/2 2 -1 /8 6- 8 3 3 3 - 1/2 2 -1/4 9- 9 3 3 N/A 3 02 27 97 12:42 ANCHOR NOTES, 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUO. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 4. SIDEWALK BOLTS MAY BE SUBSTITUTED FOR TRUSS HEAD BOLTS My • 60,000 P.5.1.). )0E SUITABLE FOR DIRECT MOUNT (10 6 -1/4 OR 12 -1/2" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED 00 ANCHOR SCHEDULE. N/A • DO NOT USE ANCHOR. T A H L E 2 A B L E 1 PRODUCT RENEWED ACCEPTANCE No. 9,- G / D5 03 EXPIRATION DATE O lG 41Z-c":' By PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH LORIDA BUILDING CODE DAT • - BY �r' „ PRODUCT CIROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q 4Y .Q • 2 r 1 2 • w A 8000 4I I0 o ; Li z In - W Z Q. O O V.J. KNE e CH PROFES • A NGINEER FL 11 • n No. PE 0 • • ' 63, • •c•I• AL NOTED i d•olgn by v11 J ul 0 >m 4 m J O .0 IL O N .0 • P Zu O y1J < 4 O � 7 199 [drs n by CIO 1 (cn•cl••O 6 It v we J drawing no. 95 -498 •M• 4 •4 4 20 GA GALVAMZED STEEL STORM PANEL COPYRIGHT 1997 KNEZEVICH ASSOCIATES. INC. revisions FLORIDA OFFUccoN lil''l. NR 9y sir PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D a t e '`7 s 1 g e t J o b Address 1 , I ` - / 5 T Tar Folio 1 1- -C S - N O C O Legal Description IA i G 9�11i S hat c S k .,y l)1 C..,u3 .?L3 WC-i (o Historically Designated: (,c s o4 3 Owner/Lessee / Tenant Y, \e \ (11,1 L Owner's Address Q s I�.cac V S , Phone Contracting Co. �C �< c�tJ J� t JL� k. cl t3 Co �F S 1) Address yr) -) y Qualifier �dJC s��.<< 7(1 sir `(L4 SS# �� Phone State # - Municipal # Competency # Ins. Co. Architect/Engineer (\R Address Bonding Company (a () Address Mortgagor ('\ Address Permit Type (circle on cej�BUIL G ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 V l ) k n c ' i s i) s a - iv 5 *c,1 \ a A \ L Square Ft. 0 LO, 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. � un. .A as o Owner My Commission Expire FEES: PERMIT ify that all the foregoing information is accurate and that : wi will be dyne in compliance with all applicable laws regulating ore, I authorize the above -named contractor to do th works . ed. OFFICIAL NOTARY SEAL SUZANNE H JOSEPH NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC731680 MY COMMISSION EXP. APR. 72002 RADON i(riq9 7/36_/q Date Signature of Co Notary es My Comma APPROVED: Zoning Building Mechanical Plumbing C.C.F. NOTARY BOND Electrical Yes No ^+ Master Permit # y ( 3 2 . 4 7 1 Estimated Cost (value) t 233 DO , 00 ctor or Owner -Bu - 7I70L lder Date If '0)/ ( 7 r or Owner- Builder Date ion Expires: OFFICIAL NOTARY SEAL SUZANNE H JOSEPH NOTARY I UEL°.0 STATE OF FLORIDA COMMISSION NO. CO31683 MY COMP SSION EXP. APR. 7 032 TOTAL DUE Structural Engineer 36A 3e) 7109 79 N eb Sup 6 70x75 TrcaE Nit r rfl crm% 3ht,v S opetwvp d ad ;pax 54 38 x <5 0 Q xLF 1,Sxte hS -s'SXLh 55'9 MIAMI E PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. CONTRACTOR LICENSING SECTION 174 W. 33 rd Place (305) 375 -2527 FAX (305) 375-2558 Hialeah FL 33012 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 1600 Aluminum Sliding Glass Door w/Heavy Duty Interlocks 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.:98- 1228.02 Expires:12 /31/1999 Approved: 01 /28/1999 MIAMI -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 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Ai.-proval 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. •rancisco Quintana, R.A. Director 1 of 3 Nliami -Dade County Building Code Compliance 011 Internet mail address: postmaster @huildingcodeonline.com Hornepage: http •/ /www.buildingcodeonline.com Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 98- 1228.02 APPROVED EXPIRES : December 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JAN 2 8 1999 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum sliding glass door designed and tested 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 1600 Aluminum Sliding Glass Doors w/Heavy Duty Interlock 1.3 Overall Size: 146" (12' - 2 ") wide x 96" (8' - 0 ") high x 4" deep. 1.4 Configuration: XXO. 1.5 No. & Size of Panels: Three: two moving or interior track (XXO as viewed from the exterior): from the left, 49 -5/8" by 95 -1/16" high; 50 -5/8" by 95 -1/16" high; 48 -1/16" by 95 -1/16" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Door Material: Aluminum Alloy 6063 - T5. 2.2 Glazing: 2.2.1 Glazing Material: 3/16" tempered glass. 2.2.2 Glazing Method: Channel glazed with 1/2" glazing penetration using a flexible channel vinyl glazing bead. 2.3 Reinforcement: One 1 -1/2" by 1/2" by 89 -7/8" long steel bar inside the exterior (fixed) interlock stile. One 1 -1/2" by 1/2" by 89 -7/8" long steel bar inside the Left panel interlock stile (stile with the male astragal adapter). 2.4 Weatherstripping: Double pile (Ultrafab 3725) in each moving panel top rail. Double pile in female astragal stile and jamb stile of left moving panel. Double vinyl bulb in fixed panel top rail and in jamb stile of fixed panel. Single vinyl bulb in each interlock stile. Single vinyl flap in eacl. panel bottom rail. 2.5 Sealant & Pads: Each top and bottom panel corner sealed with Schnee - Morehead 5504. The male astragal adapter is sealed, full length, to stile. One 1" by 1 -1/2" pile pad in frame head and sill on each side of panel track, above and below interlock and astragal stiles, (total of eight pads). 2.6 Weepholes: One 2" wide weep notch at each end of sill screen retainer track. One 1" by 1/4" drain, notch at each end of each panel track. 2.7 Operators & Location: One adjustable metallic wheel at each end of each moving panel bottom rail. One flush mounted metallic hook lock at each moving panel lock stile. One 3/16" diameter steel security lock pin through interior interlock into exterior interlock stile, 72" from bottom. 2.8 Additional description: Unit tested using heavy duty interlock stile (Part # GAH- 41674) 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating vs. Door Size, see Comparative Analysis Table in Section 9. 3.3 Head receptor is not allowed to be used in this in tallati•n. /i /-- Ma el Perez, P.E., Prod ontrol Examiner Pro • ' • ntrol Division -�- Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 98- 1228.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 Method of Attachment: 4.1.1 Head: Double row of #10 x 1 -1/2" F.H.S.M.S. at a max. of 6" from corners and 22" o.c. 4.1.2 Jambs: Double row of #10 x 1 -1/2" F.H.S.M.S. at a max. of 6" from corners and 21" o.c. 4.1.3 Sill: Double row of #10 x 1 -1/2" F.H.S.M.S. at a max. of 6" from corners and 22" o.c. 4.1.4 Fixed Panels: 2" high overall interior sil`, flange. Each panel top rail is tested using a hollow extrusion. Unit tested using heavy duty interlock stiles. Left panel interlock stile tested with a male astragal adapter with handle, Die No. 25426, adapter attached to stile with one No. 8 by 1" tek screw, one near each end and on approximately 24" centers. Fixed panel secured with four No. 8 by 1/2" tek screws, one near each end and on approximately 24" centers. One 3/4" by 1 -3/4" by 1 -3/4" aluminum angle at top and bottom of exterior interlock stile, secured to frame with two No. 10 by 1" .sheet metal screws and into stile with two No. 8 by 5/8" sheet metal screws. One 3/4" by 1" by 1/8" by 4" aluminum retainer angle in frame sill at bottom of astragal stiles on the exterior, secured to frame sill using two No. 8 by 5/8" tek screws. One 3/4" by 1" by 1/8" by 4" aluminum retainer angle in frame sill at mid span of each moving panel bottom rail on the exterior, secured to frame sill using four No. 10 by 1- 1/2" sheet metal screws. Note: Please see note #11, Page 3 4.2 Limit shim space to a maximum of 1/4 ". 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 door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 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 door, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.3 This document renews Notice of Acceptance No. 94- 0721.05 dated 09/12/94. 6.4 The installation of this unit will require a hurricane protective syste Th JAN 28 1993 : December 31, 1999 Manu 1 Pe z, P.E., Prod 4 ontrol Examiner ?roduct Control Division - 2a - TEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE +76.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE -76.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 With a 2" high overall interior flange 8.30 PSF WATER RESISTANCE (PSF) ASTM E547/E331 With a 3" high overall interior flange 13.20 PSF AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0.37 CFM/FT 0.20 CFM/FT FORCED -ENTRY RESISTANCE (FER) AAMA 1303.5 -76 MTL -15925 Design Pressure Rating (Positive) +50.67 PSF Design Pressure Rating (Negative) -50.67 PSF The above Design Pressure Rating applies to tested size only. It can be increased reducing unit sizc using comparative analysis graph. Reducing unit size and using comparative analysis on page 2d the following Design Pressures apply: 2" sill up to +55.3 PSF 3" sill up to +88.0 PSF • Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 98- 1228.02 APPROVED JAN 1 8 w EXPIRES : December 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED Manue Perez, P.E., Produc Produc . rol Division -2b- trol Examiner Sunshine Windows Manufacturing, Inc. ACCEPTANCE NO.: 98- 1228.02 JAN 2 8 1999 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS : December 31, 1999 8. EVIDENCE SUBMITTED 8.1 Tests: Test Report prepared by Miami Testing Laboratory, Lab No. 15925, dated May 23, 1994. Report No. 9, tests completed on April 29, 1994, signed and sealed by Ernest E. Mitchell, P.E. on June 1, 1994, for the following tests: a. Air Infiltration Test, per ASTM E283 b. Water Resistance Test, per ASTM E547/E331 c. Uniform Structural Pressure Test, per ASTM E330 d. Forced Entry Resistance Test, per AAMA 1303.5 -1976, Paragraph 3.1.1 (Test A) through 3.1.5 (Test B) along with the manufacturer's parts and section drawings marked by National Certified Testing Laboratories. 8.2 Calculations: Series 1600, SGD R50, S1600-5, Sliding Door Comparative Analysis for Sunshine Window Mfg., Inc., prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., on July 11, 1994. Manuel ' erez, P.E., Product trol Examiner Product '•ntrol Division 2c - • Sunshine Windows Manufacturing, Inc. EXPIRES : December 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS a SUNSHINE WINDOW MFG.. INC. % CRAP. B7 AL- FARO00 CORP. 1275 SK ST AYE NIANI 705 -264 -8100 9 01 yr 20 25 30 35 a9 45 PANEL WIDTH - INCHES Sa 55 60 ACCEPTANCE NO.: 98- 1228.02 APPROVED : JAN 2 8 1999 aaae,■QlA'ie- Manuel erez, P.E., Product Co gd'r 1 Examiner Product of Division - 2d - NEE MS 2,- (0 OR HT.) ■ ELM =NEE wan= Mh..■....41 2" 5,� ,``, L 4TER EST - SER:CS 1600 SCO -RS0 Sl600-S SL :OINO 0008 :OMPARATIVC ANALYSIS BASCO ON NTL -15126 OF 5.27 -94 TEST SIZE • 1A6 . 16 (*KO, TEST L :AO • 76.I INT. l CXTERIOR KATCR TEST • S. PSF l 17.2 PSF N.O. INTERLOCKS i M.O. MALE ASTRAGAL 1/2 . 1.1/2 STEEL BAR IN PIKED INTLCK. 1/2 . 1 -1/2 STEEL BAR IN NALC ASTRAGAL lillill • Sunshine Windows Manufacturing, Inc. EXPIRES : December 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS a SUNSHINE WINDOW MFG.. INC. % CRAP. B7 AL- FARO00 CORP. 1275 SK ST AYE NIANI 705 -264 -8100 9 01 yr 20 25 30 35 a9 45 PANEL WIDTH - INCHES Sa 55 60 ACCEPTANCE NO.: 98- 1228.02 APPROVED : JAN 2 8 1999 aaae,■QlA'ie- Manuel erez, P.E., Product Co gd'r 1 Examiner Product of Division - 2d - Sunshine Windows Manufacturing, Inc. X 4 ANL 96" X 146" ACCEPTANCE NO.: 98- 1228.02 APPROVED JAN L iy�9 EXPIRES : December 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL DOOR ELEVATION: 0 Manu Perez, P.E., Produc Produ rol Division -2e- ntrol Examiner Sunshine Windows Manufacturing, Inc. ACCEPTANCE No. : 98- 1228.02 APPROVED JAN 2 8 1999 EXPIRES December 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 rnanufacture 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. 9. This Notice of Acceptance consists of pages I , 2, 2a through 2e and this last page 3. END OF THIS ACCEPTANCE afiza Manuel P rez, P.E., Product Control.xamner Product • Division .MIAM DE MIAMI -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 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 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 2000 Aluminum Single Hung Windows - Non Impact & Impact Resistant 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 manufac :turer. Acceptance No.:98- 1222.02 Expires:04/22/2002 THIS IS THE COVERSHEET, 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: 04/22/1999 Internet mail address: postmaster @buildingcodeonline.com CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http://www.buildingcodeonline.com Sunshine Windows Manufacturing, Inc. 2 of 3 ACCEPTANCE No.: 98- 1222.02 APPROVED R 2 2 ::: EXP IRES APR 2 02 NOTICE OF ACCEPTANCE: 'SPECIFIC CONDITIONS 1. SCOPE 1.1 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 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 2000 Aluminum Single Hung Window — Non - Impact & Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No SH98 -04, titled "Series 2000 Aluminum Single Hung Window" Sheets 1 through 5 of 5, dated 3/25/99, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size for the different window options, see "Comparative Analysis Chart" tables in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 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. Manu 'Perez, P.E. Product Prod u t Control Division of Examiner Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 98- 1222.02 APPROVED APR 2 2 1999 EXPIRES . 2 2 2002 • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than.eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally 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. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last age 3. ( i C; --U1Af 1f/1. — Manuel ez, P.E. Product Contrroxaminer Product ontrol.Division �J END OF THIS ACCEPTANC 3 of 3 DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQ UIRED WINDOW DIMENSION SCHEDULE LIGHT DUTY MEDIUM DUTY (W/ STEEL HEAVY EINPORCEMEN'I') 3/W 3/16" TAPCONS 3/16 " - ANNEAL. GI,ASS 3/16 " - ANNEAL& GLASS 1/4" -ANN. GLASS PER HEAD AND SHE PER JAMS DSB-ANN. GLASS 3/16" ANN. GLASS 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4 TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/6" 26" 2 3 , . 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.3 122.5 98.0 184.8 26 1/2" 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 37" 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 53 Or 4 60.7 67.5 60:7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0 122.5 98.0 184.8 19 1/6' 38 3/8" 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/2" 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 '7" 3 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0 122.5 98.0 • 184.8 53 4 60.7 64.8 60.7 64.8 90.6 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 16 D 5/6" 2 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 -. 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53 1/8" 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 19 1/8' b 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/2" 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 37" 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 53 1/8" 4 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 1 74.9 98.0 104.0 19 1/6" 74 1/4" 2 5 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 26 1/2" 2 60.7 67.5 60.7 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 1 122.5 98.0 184.8 37" 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 71.5 71.5 93.3 1 93.3 98.0 140.8 BASED ON NTL -16143 DATED 7 -12 -94 TEST SIZE.. 53 1/8• X 63" (1 OVER 1) TEST LOADS.. +70.0 -70.0 PSF DESIGN LOADS +46.7 -46.7 PSF WATER INFILTRATION TEST.• 9.1 PSF TESTED GLASS. DS8 ANNEALED BASED ON NTL -10175 DATED 7 -12 -94 TEST SIZE- 53 1/6" X 63" (1 OVER 1) TEST LOADS- +105.0 -105.0 PSF DESIGN LOADS- +7C.0 -70.0 PSF WATER INFILTRATION TEST- 14.7 PSF TESTED GLASS- 3/16' ANNEALED BASED ON MT.-18176 DATED 7 -12 -94 TEST SIZE- 53 1/8' X 63" (1 OVER 1) TEST LOADS- +156.0 -158.0 PSF DESIGN LOADS" +98.0 -104.0 PSF WATER INF':.TRATION TEST- 14.7 PSF TESTED GLAM. 3/18" ANNEALED ) a n HEAD ANCHORS SEE CHART 21" MAX. II II II I I II II JL 11 11 II 11 II 11 11 11 JL 11 II // II 11 II II / 11 II % II II ii II II if 11 MAX. r i WINDOW WIDTH SILL ANCHORS SEE CHART 1 TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 6" MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA !WILDING CODE DAT l 19 BY PFOc:i CDR ?40! - D SON 4 BUILDI COM ?LAI:CE OFFICE W.Irc.•TANCE NO cl O 7i FRANCISCO HERNA NDEZ FL. PE# 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Ids . Florida 33012 Ph: 1305)364 -9952 Fa ::305 8 -511 Drawn By J N Date: 3 -25 -99 scow: 1 /2"= 1 Revision: Revision: DRAWING P40. SH98 -04 SHEET 1 OF 5 WINDOW HEIGHT DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW WINDOW DIMENSION ANCHOR SCHEDULE 1/4" TEMPERED GLASS FOR LIGHT, MEDIUM AND HEAVY DUTY WINDOWS HURRICANE PROTECTION LS REQUIRED IMPACT RESISTANT » � � ABM STANDARD SILL 3" HIGH SILL 3/16" TAPCON PER IE3AD AND � PER JAMB 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS STANDARD SILL 3" HIC I SDL WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/8' 2e' 2 3 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 66.7 75.0 75.0 75.0 261/2' 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 66.7 75.0 75.0 75.0 37' 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 66.7 75.0 75.0 75.0 s3 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 66.7 75.0 75.0 75.0 19 1/8' 3/8' 2 4 66.7 214.0 68.7 300.0 75.0 214.0 75.0 300.0 66.7 75.0 75.0 75.0 26 1/2" 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 66.7 75.0 75.0 75.0 37' 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 66.7 75.0 75.0 75.0 53 1/8" 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 66.7 75.0 75.0 75.0 191/8' 50 5/e' 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 66.7 75.0 75.0 75.0 28 1/2" 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 66.7 75.0 75.0 75.0 37" 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 66.7 75.0 75.0 75.0 53 1/5" 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 66.7 75.0 75.0 75.0 19 1/5" a 2 6 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 66.7 75.0 75.0 75.0 28 1/2' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 66.7 75.0 75.0 75.0 37' 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 66.7 75.0 75.0 75.0 53 1/8' 4 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 66.7 75.0 75.0 75.0 19 1/8' 74 1/4• 2 6 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 66.7 75.0 75.0 75.0 28 1/2' 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 66.7 75.0 75.0 75.0 37' 3 66.7 85.8 66.7 155.0 75.0 85.8 75.0 155.0 66.7 75.0 75.0 75.0 53 1 /8" 4 66.7 69.8 66.7 75.0 69.8 69.8 75.0 75.0 66.7 69.8 69.8 69.8 BASED ON FTL -1837 DA'ED 11 -19 -97 TEST SIZE= 53 1/8' X 74 1/4" (1 OVER 1) TEST LOADS= +112.5 -112.5 PSF DESIGN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TEST= 10.0 PSF WITH STD. SILL 11.3 PS= WITH 3" HIGH SILL TESTED GLASS- 1/4" TEMPERED APPROVED AS COMPLYING W!TH THE' SOUTH FLORIDA 8U!LDaG CODE DAT' a ?(LtL 4 8" PROOIY' CO ?ROL Da:S.ON BUILD: „ CODE COMPLANCE OFFICE 4CCEPTANCE NO - 12 ,1 01-0/./ HEAD ANCHORS SEE CHART 14 MAX. • 6" �4 MAX . I WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY SE USED FRANCISCO HERNANDEZ FL. PE,# 51393 1 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlaloah. Florida a- 33012 Ph: 3 �(30 5)825 5118 Rev eion: Re ;slop: D►a "n 9y: JN Data: 3 -25 - 99 Seale: 1 /2"=1' DRAWING NO. SH98 -04 SHEET 2 0F5 WINDOW HEIGHT rrl0dl ! PART 1 UQD. MAMMAL 1 SW -014 1 FRAME HEAD 8063 —T5 2 SW -52101 1 FRAME SILL 6063 —T5 4 SW -015 1 MEETING RAIL 6063 —T5 5 SW -017 1 SASH TOP RAIL 6063 —T5 6 SW -4335 1 SASH BOTTOM RAIL 6083 —T5 7 SW -40771 1 3 RISER 6063 —T5 9 SW —AS 14 ASSEMBLY SCREWS # 8X1' PH PHILUP CRS 11 SW -867 2/VENT LATCH ZINC 12 SW -1820 AS RQD SEAL PILE FELT 13 SW -3257 AS RQO WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 8063 —T5 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3" RISER 6083 —T5 19 SW -4077. 1 BOTTOM RAIL /3'RISER 6083 —T5 20 SW -43 2/VENT LATCH BOTTOM RAIL 6063 —T5 • 1/2 WEEP SLOTS AT EACH END 44 \ . • • —LATCH OPTION 1 ::........:: : t • iig mY O 20) 2 SILL LATCH 4 4. TYPICAL ANCHORS SEE ELEVATION FOR SPACING LIGHT DUTY TYPICAL ANCHORS SEE ELEVATION FOR SPACING ANCHORS: INTO 2BY WOOD BUCKS OR WOOD STUCTURE • 3/16 OR 1/4 TAPCONS WITH 1 1/2 MIN. PENETRATION INTO WOOD INTO 1BY WOOD BUCKS OR INTO MASONRY 3/16' OR 1/4 TAPCONS WITH 1 1/4 MIN. EMBED. INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 3/4' X 3/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED FOR INSTALLATION 30 FT. OR MORE ABOVE GRADE LEVEL USING I/4" TEMPERED GLASS. 1/2 WEEP SLOTS AT EACH END ;WOOD BUCKS NOT BY SUNSHINE WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE . • • . 4 • 5/8` X 5/8. STEEL BAR USED AT HEAVY DUTY WINDOW ONLY MEDIUM AND HEAVY DUTY 0 0 AT EACH �END LOTS 1 BYOR2BY WOOD BUCK ae&aoa -fi voeba m1_∎ -uu+s a. u.,a.a. v� APPRCVTo AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE T By PRODU ' CONTROL DIV;S ON Blau ODE COMPLIANCE CF ACCEPTANCE NO. t1..1..0Z 20 2' SILL LATCH 13 1/2 WEEP SLOTS AT EACH END L - -- - - - -J L - -- - - - -J 1 BY OR 2 BY W000 BUCK LIGHT DUTY MEDIUM AND HEAVY DUTY 3- 24 FRANCISCO HERNANDEZ FL PE# 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33td Place Halo*. oh. Fbrido 33012 Fa 005)364-9952 - - 5 sis2 Fos• 5 311 r! Drawn B JN Date: 3 -25 -99 soot.: 1 /2 Revision: Revision: DRAWING NO. SH98 -04 SHEET 3 OF 5 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fox:(305)828 -5118 4 F RANCISCO HERNANDEZ P. E. Structural Engineering 351 NW 82nd AVE #1118 Miami, Florida 33126 Phone (305) 266 8670 Fax (305) 266 3427 2 I I - -- _- - - -- -- - - - 6063 -T5 Drown Br JN Dow 3 -25 -99 scale: 1 /2 =1 Revision: Revision: 4/VENT DRAWING NO. SH98 -04 SHEET 4 OF 5 ITEM PART # =ZQD. DES omlON MAISIAL SW -011 2 FRAME JAMB 6063 -T5 SW -012 2 SASH SIDE RAIL 6063 -T5 I SW -8202A 4/VENT FACE GUIDES NYLON 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 16 SW -540 '2 SPIRAL BALANCE ALUMINUM 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL BY OR 2 BY WOOD BUCK WINnnW WIDTH HORIZONTAL SECTION 3/8' MAX. SHIMS MATERIAL LIST (HORIZONTAL SECTION) --r • • . • • • • •• • .. TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING 2.062 --i 1.312 i r 2.127 0.66 1 F.- 2.078 --1 2.750 F 0.050 FRAME HEAD SW -014 6063 -T5 0.062 FRAME SILL SW -52101 6063 -T5 1.890 0.062 1.000 SASH BOTTOM RAIL SW -43355 6063 -T5 0.812 2.314 --I 0.937 �- 2.000 1:71 1•- 0.394 0.3959 0.750 GLAZING STOP SW -018 6063 -T5 f 1.250 4_ _JI 0.687 1 + 0.050 I --- 2.375 ---� FRAME JAMB SW -011 6063 -T5 �--- -- 2.077 ----� FRAME SILL SW -013 6063 -T5 1.437 MEETING RAIL SW -015 6063 -T5 1•--+ 0.592 T 0.050 1.000 SASH SIDE RAIL SW -012 6063 -T5 3.250 1.625 1.000 SASH BOTTOM RAIL SW -40770 6063 -T5 T �--- 1.625 --� y 1.875 0.812 I•- .Jl1L l SASH TOP RAIL SW -017 6063 -T5 --{ 1.043 H- 1.059 1 LATCH BOTTON RAIL SW -43353 6063 -T5 0.094 0.050 SILL RISER SW -40771 6063 -T5 APPROV?D AS COMPLYING WITH THE SOUTH TLORIDA BUILDING CODE BY PRODU C TROL DIY!S:ON BUILDIN '; CODE COMPLIANCE 0 E ACCEPTANCE NO CI`d' 113-1- . pti• 7j - 1 - FRANCIS HERNANDEZ FL PE# 51393 171246 T PART # )RQD. DUCIUTI LOIN MATERIAL 1 SW -014 1 FRAME HEAD 6063 —T5 2 SW52101 1 FRAME SILL 6063 —T5 3 SW -011 2 FRAME JAMB 6063 —T5 4 SW40111 1 MEETING RAIL 6063 —T5 5 SW -017 1 SASH TOP RAIL 6063 —T5 6 SW43356 1 SASH BOTTOM RAIL 6063 —T5 7 SW8202E 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 —T5 9 SW —AS AS REQ ASSEMBLY SCREWS # 8(1" PH PHIWP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 SW43352 2/VENT LATCH 6063 —T5 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 — AS RQD SIUCONE DC- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 6063 —T5 16 SW540 2 SPIRAL BALANCE ALUMINUM WINDOW HEIGHT ANCHORS PER JAMB 19 1/8" 26" 3 38 3/8" 4 50 5/8" 5 CODE 63" 6 733/4 8 WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8" 2 26 1/2" 3 37" 4 > ZvMWTTNC w!15I TF )A BUILDING CODE i- 0 w 2 0 0 z • • : • ► 1/2" WEEP SLO AT EACH END • • w • � D • TYPICAL ANCHORS • • . • • • • VERTICAL SECTION r L DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SITES EQUAL OR SMALLER THAN TEST UNIT A /`1T TITt11.T11 MATERIAL LIST GLAZING: GLASS OPTIONS: A) 3/8" OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8' HEAT STRENTHENED GLASS WITH AN 0.010" INTERLAYER FILM, GLASSLAM SAFETY PLUS AND A 3/8" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE OF FILM AT PERIMETER EDGE. B) 3/8" OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/8" HEAT STRENTHENED GLASS WITH AN 0.090" INTERLAYER FILM, DUPONT WITH BUTALTTE. METHOD: INTERIOR GLAZED WTTH 3/8" GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND, SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4" PHSMS PER BEAD. 1 BY OR 2 BY WOOD BUCK 10 14 3/8" MAX. SHIMS WINDOW WIDTH - HORIZONTAL SECTION • i • • • .S D .BY PROVED A � UTH F.ORI • PROD T C TROT DIV!S:ON U • EUILD CODE COMPLIANCE OFFICE A . ACCEPTANCE NO Q� -►t11• 'D'L TYPICAL ANCHORS ■ N FALSE MUNTINS (SURFACE APPUED) MAY BF I icrn ANCHORS: INTO 2BY WOOD BUCKS 3/16" TAPCONS WITH 1 INTO 1BY WOOD BUCKS 3/16" TAPCONS WITH 1 HEAD ANCHORS SEE CHART_ 4 " � 14" MAX. I IMPACT GLA §S 71 I !I II 1! f1 IMPACT GLABS -- iL - -JI - - it • - 14' MAX..— -- 4' WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 BASED ON FTL -1982 DATED 8 -4 -98 TEST SIZE= 53 1/8" X 73 3/4" (1 OVER 1) TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS= +70.0 —90.0 WATER INFILTRATION TEST= 10.5 PSF TESTED GLASS= 3/8" HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 —90.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED OR WOOD STUCTURE 1/2" MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4" MIN. EMBEDMENT INTO MASONRY. FRANCISCO HERNANDEZ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 a CA a v Drown B J N Oda: 3 -25 -99 Soap 1 /2 " =1 " Revision: Revislon: DRAWING NO. SH98 -04 SHEET 5 OF 5 MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0310.01 Expires:05 /02/2002 Approved: 05/13/1999 Internet mail address: postmaster ©buildingcodeonline.com MIAMI -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 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Un Clipped Aluminum Tube Mullions (Non - reinforced) 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, 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. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage:'http://www.buildingcodeonline.com Sunshine Windows Manufacturing, Inc ACCEPTANCE No. : 99- 0310.01 APPROVED MAY 1 3 1999 EXPIRES Mav 2, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1212.04, which was issued on May 2, 1996. It approves a structural mullion system, 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 Sunshine Windows Un Clipped Aluminum Tube Mullions (Non - Reinforced) and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -15D, titled "Single Hung Window (2000)," prepared by Al- Farooq Corporation, dated November 17, 1995, revised on February 8, 1996, Sheet 1 of 1, 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 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per Toad charts, must each meet or exceed the pressure requirement for the opening in which it is to be installed. 3.2 This approval applies to unclipped structural mullions to be installed vertically, as shown in the approved drawings. 3.3 Mullions are to be used only to support Sunshine Windows Series 2000 Single Hung Windows with a current Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel 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 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 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. 2 of 3 Manuell'erez P.E., Product Car Examiner Product ontrol Division ti • Sunshine Windows Manufacturing, Inc ACCEPTANCE No. : 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: "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. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 of 3 EXPIRES APPROVED '..ALA/ Manue 'ere P.E., Product Contr j9 aminer Produc ontrol Division 99- 0310.01 MAY 1 3 1999 May 2, 2002 SIZES DESIGN CAPACITY-PSr WIND •W WIDTH IN. DIMS HEIGHT IN. AN HIRS MUWSNS HEAD AND SILL . W L A B 1x2 1x3 1x4 300.0 300.0 19.125 26.5 37 53.125 26 183.2 366.5 300.0 300.0 170.4 340.8 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 227.5 300.0 300.0 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 26.5 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 39.4 74.4 119.9 27.9 55.8 28.2 53.3 85.8 22.7 45.5 19.6 37.1 59.8 I. OR 2 SCREWS AT EACH SIDE OF MULLS A - 1 SCREW EACH SIDE B - 2 SCREWS EACH SIDE 1 1 1 11 t 10 0 6' FROM ENDS & 3 /JAMB UP TO 4 /JAMB OVER L •--- WINDOW VIDTH CONNECTION TO STRUCTURE WITHOUT MUWON CUP VINDGV VIDTH --j ALL WINDOWS WIDER THAN 26 -1/2' TO HAVE FASTENERS AT CENTER OF HEAD & SILL FOR OTHER PERIMETER ANCHORS• REFER TO PRODUCT APPROVAL- ANCHORING CONDITIONS VARYING FROM THOSE SHOWN IN THESE CALCULATIONS SUBJECT TO SEPARATE ENGINEERING REVIEW. ' FRAME JAMB SSW -011 X 4/4" S.M.S. 24 O.C. MAX 38 -3/8" HIGH 38 -3/8' HIGH TYPICAL WINDOW ANCHORS 1 X2X1 /8' ALUM TUBE TOTAL PROPBRTIBS $ a .695 IN. SZ = .560 IN? TYPICAL MUWON SEE MUWON GRAPHS FOR WINDOW SEE CORRESPONDING COMPARATIVE ANALYSIS 1 X 3 X 1/8' ALUM TUBE r1 1�11� 1'1 UrcJ rOR MULL WINDOWS W /OUT MULLION CLIP • • o . ,. • � . • W000 BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LOADS IMPOSED 3/16' TAPCONS 1' MIN. EMBED. • •. PRECAST CONC. 'SILL MULLIONS CONTAINING FRAME MEMBER # SSW-011 AT EACH SIDE HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING TOTAL PROPERTIES Ix = 1.313 IN4 SZ = .8.76 IN 5/16' MAX._J 3/16' TAPCONS 1 MIN. EMBED. 5/16' MAX. 1 X 4 X 1/8 ALUM TUBE FRAME JAMB SSW -011 TOTAL elERNMES IZ 2.400 IN Sr = 1.200 IN? RECTANGULAR ALUMINUM TUBE MULLIONS (UN- CLIPPED) WINDOW FRAME MEMBER # SSW -011 INCLUDED IN PROPERTIES, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA r: 19q BY / ,. .. . .. :a PRODU ONTROL DIV!S;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4.5 - I Z1Z.0 4 ACCEPTANCE No. 59 - 0110. 0 1: BY TION• DATE M z INSTRUCTIONS; USE MUWON /ANCHOR LOAD CHART AS FOLLDWS. STEP 1 DETERMINE DESIGN LDAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. STEP Z USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 4 USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL ST1=p USING MUWON LOAD CHART DETERMINE MUWON CAPACITY WHICH MUST EXCEL THE DESIGN LDAD SPECIFIED IN STEP 1 ABOVE. STEP USING ANCHOR LOAD CHART SELECT ANCHOR WITH '" DESIGN RATING MORE THAN THE DESIGN WADS SPECIFIED IN STEP 1 ABOVE ..0 I ,,• c CONTROL DIVISION 00• NOTES; 1. ALL GLAZING' PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. 'AND 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 CONDRIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 - 75. ENGINEER: HUMAYOUN FAROOG PE / 16557 FEB 0 81996 t O 0 O N O z z w -J O z N c 0 .^ 0 0 0. 0 0 0 0 T 0 •o 0 sheet 1 of tn 0 u) I1 2 T T e T IA A drawing no. M95-1 5D 1 - Date ` a Pi) Address Legal Des ription Permit Type(circle Notary as My Commiss ** * APPROVED: Zoning PERMIT APPLICATION 'TOR MIAMI SHORES VILLAGE / Lessee / Tenant / -4 u rig Owner's Address La/ 3 /Jt Contracting Co. (`il,L.;/VL�` Qualifier 44 State # ' 1 Municipal 1 Architect /Engineer bi,k Bonding Company le► A , ARY 5 A JAMES H DICKERSON NOTARY PUBLIC STATE OF FLORIDA CO tMISSIOAJ CC24p95 Y MISSION EXP NOV.161996 FEES: PJilyIT ) RADON Signature •r d owner and /or Con resident Date: /or'Condo President el a =� Master Permit # 3 u,dp" (i Address A1/14 ss# = Phone C.C.F. l Ins.Co. Address Ali Address 1/j4 Address LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. /e,„ti Estimated Cost(value) ZE) 0C 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 LENDE:R 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 auave -named contractor to do the work stated. Contractor or Contracto n Expires: Signature Date: dE3 Notary as My Commis Fire Buildin Mechanical Plumbing Engineering v S7 C / `co- Tax Folio // C - r Phone 76/ • r- Builder or Owner- Builder S AL JAMES H DICKERSON * NOTARY PUBLIS,SrATE OF FLORIDA. COMMI✓SK5N NO. Ce242095 * . 1 MY OMAAISS4ON 1V EX'.OV.16,19% h NOTARY ' TOTAL DUE I * Other Electrical Village of Miami Shores Mr. Francis LuBien, Building Inspector NE 2nd Ave. Miami Shores. FL 33138 Dear Mr. LuBien, I am one of the owners of 1213 NE 94th Street. I have been involved in the engineered storm protection business for over 2 years. Prior to that I was in the construction industry for 20 years. I am very familiar with the installation for storm shutters as they comply with the standards of the building industry. I will hold the Village of Miami Shores harmless for any construction related errors and omissions regarding the installation of our storm protection. Edward K. Moffly .6 SH SINGLE HUNG WINDOW ( LARGE, SMALL AND NONE MISSILE IMPACT.) NOA: 02-0212.02 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 EXP. 04-22-2007 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows MFG., Inc. 1745 West 33" Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted . by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) .and/or. the. AHJ (rn areas_other than Miami Dade County) reserve the right to„ . ._.have this product orl material tested tfor.quality'assurance purposes If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the *right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. . • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. SH98 -04, titled "Series 2000 Aluminum Single Hung Window ", sheets 1 through 5, prepared, signed and scaled by Francisco Hernandez, P.E., dated 3/25/99, bearing the Miami - Dade County Product Control Renewal stamp with thc Notice of Acceptancc number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large, Small and None Missile Impact . LABELING: 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 ",unless otherwise noted herein.. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -D.de County, Florida, and followed by the expiration date may be displayed in advertising litcrat " ":e. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00 - 0403.07 and, consists of ti - page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul RoLriguez. MIAMI•DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375.2908 NOA No 02 -0212.02 -Expiration Date: April 22,2007 Approval Date: March 21, 2002 Page 2 SW5210 1 FRAME SILL 0083 -T5 3 SW -011 2 FRAME JAMB 6063 -TS 4 SW4011 1 MEETING RAIL 8083 -15 5 SW -01 1 SASH TOP RAIL 6083 —T5 8 SW 1 SASH BOTTOM RAIL 8083 -13 7 SW82 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL. 8083 -15 ' 9 SW-AS AS REO ASSEMBLY SCREWS # 8X1' PH PHILUP CRS 10 SW820 4/VENT FACE GUIDES NYLON 11 5W433 2/VENT LATCH 8083 =T5 I 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD MOTHER STRIP BULB VINYL 14 - AS RQD SILICONE DC- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 8083 -15 18 SW340 2 SPIRAL BALANCE ALUMINUM I .. II II4OACT _ JL__JL__ II Sunshine Windows Manufacturing, Inca 1748 M. 33rd Pba P 1 Fax: 118 II II ad ii; plo P i ARIL! B i 1 1 0 1 i 1 i 4 or,„„,, J N —_-I Dat= 3 -25 -99 Score 1 /2 =1' RaW.Ion3 -25 -00 Reaklan: NowAraQBfffffi8fff8fr•r DRNA1NO NO. SH98 -04 ' SHEET (50F5 l I .. II II4OACT _ JL__JL__ II GLASS II II 3 B 3/8' 4 It IM!ACT — JL 1T —_-I GLASS it L— 83" 11 ti NowAraQBfffffi8fff8fr•r 3/4' 8 l lir 4' WINDOW 14' MAX. WIDTH WINDOW HEIGHT 111 19 28' ' 3 38 3/8' 4 50 5/8' 5 53 83" 6 73 3/4' 8 WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8' 2 28 1/2' 3 37' 4 53 1/8' 5 3/4' x 3/8' STEEL 1/2" WEEP SLOTS AT EACH END T YP : I CAL ANCHORS • q • • • VERTICAL SECTION • •r ^' o W _N LATCH OPTION g APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILDING CODE DAT duns: OIt: BY � PRODU ROL DIVISION BUiLDII CODE COMPLIANCE OFF ACCEPTANCE NO.0 O39 i IMPACT RESISTANT WINDOW GII.AT NG: GLASS OPTIONS; Al 3/8' OVERA LAMIMTZ0 GUM USING TWO UNITS OF 1/8" HEAT STRENTHENED 1ASS WITH AN 0.010' INTERLAYER FILM, CLASSLAM SAFETY PLUS AND A 3 /8' WIDE CLOSED CELL FOAM. FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE F FL M AT PERIMETER EDGE, 8) 3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8' HEAT STREHTHENED LASS WITH AN 0.090" INTERLAYER FILM, DUPONT WITH BLIT SOD: INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND. SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4' PHSMS PER BEAD. r I I L DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT 1TEM• PART > DRICRI IION MA19CRIAL 1 SW -014 1 l�tlrl Y 1t Lib FRAME HEAD 1 BY OR 2 BY WOOD BUCK HORIZONTAL SECTION 6083 -Tb • 4 ANCHORS HEAD ANCHORS SEE CHART 4' 14' MAXI '; h A I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ANCHORS: INTO 2BY WOOD BUCKS 3/18' TAPCONS WITH 1 3% B DNS WITH SILL ANCHORS SEE CHART TYPICAL ri niAT. .. TEST SIZE 5 1 /8� DATED 3/4 (11 OVER 1) TEST LOADS= +1 35.0 -135.0 PSF DESIGN LOADS= +70.0 -90.0 WATER INFILTRATION . IEST= 10.5 PSF TESTED GLASS 3/8 HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 -90.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED OR W000 STUCTURE 1/2' MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4' MIN. EMBEDMENT INTO MASONRY. FRANCISCO HERNANDEZ FL PEO 51393 4' 1'1511[8 PARTB > DrsomPitom >w'15■iAL 3 SW -011 2 FRAME JAMB . 6063 -T5 8 SW -012 2 SASH SIDE RNL , 6063 -T5 10 SW -8202A 4/VENT FACE GUIDES NYLON 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS ROD GLAZINC BEAD 6083 -TTY aA ALUMINUM 18 SW -640 2 SPIRAL BALANCE 17 SW- 30821A5 RQD WEATHER S1Rir BULE1 VINYL 1 BY OR 2 BY 11000 BUCK EXPIRATION D BY WINDOW WIDTH HORIZONTAL SRCPION PRODUCT RENEWED ACCEPTANCE Na O ' °I.12 01. 131 Urn OL MSION BUILDING CODE COMPLIANCE OFFICE 3/8' MAX. SHIMS • MATERIAL UHT (HORIZONTAL SECTION) .• TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA - 0 2 BY PRODU CO ' $L DIVISION BUILDI CODE COMPLIANCE OFFICE 4CCEPTANCE NO CV"' 040 1.312 1[ 2.127 0. FRAME HEAD SW -014 8083 -T5 0.082 2.078 —Pi SW -52101 8083 -T5 SASH BOTTOM ^"!. 0 -T5 2.314 1 1.250 0.394 GLAZING STOP SW-018 8083 -T5 rr ai . JAMB SW -011 6083 -T5 ---- 2.077 ---- -� FRAME SILL SW-013 6083 -T5 1.437 3.250 1.000 MEETING RAIL SW-015 8083 -T5 0.592 0.030 0.810 I-- SASHH SIDE RAIL 808 3 i.325 --»� 1.000 SASH 7 8083 -T5 SASH TOP RAIL 8 -T --.1 1.043 I- T 1.050 0.094 SILL RISER SW -40771 8063 -75 1 LATCH B0TT0N RAIL SW -43353 6063 -15 3 -2 5 -00 FRANCISCO HERNANDEZ FL. PEI 51393 Sunshine Windows Manufacturing, Inc. 1746 W. 33rd Plow a - 905 2 � 8 - 8118 Ph: of 061 END g . 11 it19 A &lb 11121 =MI MP r ' MD. DROCRIP TON MAMMAL 1 SW -014 1 FRAME HEAD 8083 -T5 2 SW -52101 1 FRAME SILL 8083 -15 4 SW -015 1 MEETING RAIL 5083 -T5 5 SW-017 1 SASH TOP RAIL 8083 -T5 - 8 SW -43355 1 SASH BOTTOM RAIL 8083 -T5 7 SW -40771 1 3' RISER 8083 -T5 9 SW -AS 14 ASSEMBLY SCREWS / 8X1' PH PHIWP CRS 11 SW -887 , 2/VENT LATCH ZINC 12 SW -1820 AS ROD SEAL PILE FELT 13 SW -3257 AS ROD WEATHER STRIP BULB VINYL 14 SW -1520 AS ROD GLAZING TAPE FOAM 15 SW -018 AS ROD GLAZING BEAD 8083 -T5 17 SW -3082 AS ROD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3' RISER 8083 -T5 19 SW -40770 1 BOTTOM RNL/3'RSER 8083 -T5 - 20 SW -43353 2/VENT LATCH BOTTOM RAIL 8083 -T5 Y"ttuuut I I(L!iJt,Vi•L1) ACCEPTANCE No. Q 0 0 Z. EXPIRATION DA BY 0 •4 ' . •• I• • PRODUCT BUILDING CODE 1/2' WEEP Al EACH END Lt ..1 STON CE OFFICE LIGHT DUTY TYPICAL ANCHORS SEE ELEVATION FOR SPACING [ 3/4 X 3/8" STEEL BAR USED AT HEAVY DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA T ... o BY PROM CO •0I. DIVISION ' BUILDING CODE COMPLIANCE I ICE ACCEPTANCE NO An - 4O 5.0?- TYPICAL ANCHORS SEE ELEVATION FOR SPACING AApfIIORSs INTO 2BY WOOD BUCKS OR WOOD STUCTURE 3/18' OR 1/4" TANS WITH 1 1/2' MIN. PENETRATION INTO WOOD INTO 1BY W000 BUCKS OR INTO MASONRY 3/18' OR 1/4' TAPCONS WITH 1 1/4' MIN. EMBED INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 19 1/2" WEEP SLOTS AT EACH END WOOD BUCKS NOT BY SUNSHINE WINDOWS. MUST SUSTAIN LOADS IMPOSED BY CU1Z:N. SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE MEDIUM AND HEAVY DUTY 5 8 5 8 STEEL BAR USED AT HEAVY DUTY WINDOW ONLY l 2° WEEP SLOTS AT EACH END 1 BY OR 2 BY WOOD BUCK MATERIAL LIST (VERTICAL SECTION) 2' LL LATH 1/2' WEEP SLOTS AT EACH END 1 BY OR LIGHT DUTY MEDIUM AND HEAVY DUTY 1TJ7/ /we' 3 -Z S -00 FRANCISCO HERNANDEZ FL PE, 51393 6 1 WOOD BUCK BY Sunshine Windows Manufacturing, Inc. 1746 W 33rd al Ph: flortdo Fa (309)329 -5116 1 Od 'C: fit i - trip Fit Mil i 1 /7 s i i Dram JN Dam 5 -99 ./7.2 lode l 2' =1 r RwIMon; DIIIYIRIO NO. SH98 -04 SHEET 3 OF 5 Y"ttuuut I I(L!iJt,Vi•L1) ACCEPTANCE No. Q 0 0 Z. EXPIRATION DA BY 0 •4 ' . •• I• • PRODUCT BUILDING CODE 1/2' WEEP Al EACH END Lt ..1 STON CE OFFICE LIGHT DUTY TYPICAL ANCHORS SEE ELEVATION FOR SPACING [ 3/4 X 3/8" STEEL BAR USED AT HEAVY DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA T ... o BY PROM CO •0I. DIVISION ' BUILDING CODE COMPLIANCE I ICE ACCEPTANCE NO An - 4O 5.0?- TYPICAL ANCHORS SEE ELEVATION FOR SPACING AApfIIORSs INTO 2BY WOOD BUCKS OR WOOD STUCTURE 3/18' OR 1/4" TANS WITH 1 1/2' MIN. PENETRATION INTO WOOD INTO 1BY W000 BUCKS OR INTO MASONRY 3/18' OR 1/4' TAPCONS WITH 1 1/4' MIN. EMBED INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 19 1/2" WEEP SLOTS AT EACH END WOOD BUCKS NOT BY SUNSHINE WINDOWS. MUST SUSTAIN LOADS IMPOSED BY CU1Z:N. SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE MEDIUM AND HEAVY DUTY 5 8 5 8 STEEL BAR USED AT HEAVY DUTY WINDOW ONLY l 2° WEEP SLOTS AT EACH END 1 BY OR 2 BY WOOD BUCK MATERIAL LIST (VERTICAL SECTION) 2' LL LATH 1/2' WEEP SLOTS AT EACH END 1 BY OR LIGHT DUTY MEDIUM AND HEAVY DUTY 1TJ7/ /we' 3 -Z S -00 FRANCISCO HERNANDEZ FL PE, 51393 6 1 WOOD BUCK BY DESIGN PRESSURE CHART - PSF L Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place do fig Fax: os 128 -5111 ANCHOR SCHEDULE ad •c am ii II; N -pi" 1 g ARIL! HURRICANE PROTECTION N IS REQUIRED a .. 9 itic 0 El ra 1/4 n 1 n Dm" Dr JN Date 3 -25 -99 soda 1/2 - - ReMdon: maws N0. SH98 -04 - WIDTH SHEET 2 OF 5 - DESIGN PRESSURE CHART - PSF L ;;I III I1 11 i l11 1/4" EMPEREDILASS I 111 11 I1 II 11 II 1 1I /f 1 1 II 1 1 II ANCHOR SCHEDULE S I/4" N IEMP R ED / 1 S FOR L.IGHT, MEDIUM AND HEAVY V 1 DUTY WINDOWS HURRICANE PROTECTION N IS REQUIRED STANDARD SILL 1/4 n 1 n 11 11 tMPEREDIIGLASS I I it 1 11 11 11 I II IL 11 / 1I " il " 1/4' TAPCON6 3/16' TAIP00II8 1/4' TAPIOONS - WIDTH HEIGHT - INT. F.:L i WINDOW WIDTH DESIGN PRESSURE CHART - PSF SERIES-2000 ALUMINUM SINGLE HUNG WINDOW 11 ANCHOR SCHEDULE S I/4" N IEMP R ED / 1 S FOR L.IGHT, MEDIUM AND HEAVY V 1 DUTY WINDOWS HURRICANE PROTECTION N IS REQUIRED STANDARD SILL 3" HIGH SILL PBX HEAD AND LOLL ' MIAMI 3/16" TAPOON8 1/4' TAPCON6 3/16' TAIP00II8 1/4' TAPIOONS - WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. 181/8' 25' 2 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 281/2' 2 3 66.7 252.1 86.7 300.0 75.0 252.1 75.0 300.0 3r 3 88.7 141.8 68.7 246.8 75.0 141.8 75.0 248.8 53 1/5' 4 88.7 113.1 68.7 154.0 75.0 113.1 75.0 154.0 18 1/5' 36 3/8" 2 4 88.7 214.0 68.7 300.0 75.0 214.0 75.0 300.0 28 1/2' 2 66.7 177.2 68.7 300.0 75.0 177.2 75.0 300.0 37' 3 66.7 129.3 86.7 188.9 75.0 129.3 75.0 188.9 53 1/8' 4 88.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 181/8' 2 5 68.7 187.7 88.7 300.0 75.0 187.7 75.0 300.0 25 1/2' 2 88.7 - 148.9 66.7 _ 300.0 75.0 148.9 75.0 300.0 37" 3 68.7 124,0 66.7 164.4 75.0 124.0 75.0 164.4 53 1/8' 4 68.7 83.8 66,7 92.3 7:.0 83.6 X5.0 92.3 19 1/5' 2 6 88.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 25 1/2' 2 66.7 134.2 68.7 300.0 75.0 134.2 75.0 a 300.0 37' 3 66.7 107.5 66.7 155.4 75.0 , 107.5 75.0 155.4 531/5' 4 66.7 81.0 88.7 81.0 75.0 81.0 75.0 81.0 19 1/r 74 1 /4' 2 6 68.7 1 43.0 66.7 300.0 75.0 143.0 75.0 300.0 28 1/2' 2 66.7 109.5 66,7 _ 251.6 75.0 109.5 75.0 251.6 37' 3 86.7 85.8 66.7 155.0 75.0 65.8 75.0 155.0 53 1/8' 4 66,7 89.8 1 n6.7 ` 75.0 69.8 08.8 75.0 75.0 BASED ON FTL -1837 DATED 11 -19 -97 TEST SIZE- 53 1 /8 74 ' X 1/4' _ (1 OVER 1) TEST LOADS= +1112.5 - 112.5 PSF DESIGN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TESTA 10.0 PSF WITH STD. SILL 11.3 PSF W1TH 3' 1410H SILL TESTED GLASS= 1/4' TEMPERED u..1 1--c\v-tiv‘J rc(i vs /( HEAD ANCHORS SEE CHART SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA . oa t� BY NOD T ROL DIVISION BUIL► CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 PRODUCT RENEWED ACCEPTANCE No 0 Z -0 Z i t. 61. E X P I R A T I O N D A T E 1 7' 1 7 BY ., DUCT CONTROL DIVISION BUILDING CODE COMPUANCE OFFICE - as -00 FRANCISCO HERNANDEZ FL. PEf 51393 DESIGN PRESSURE CHART - PSF SERIES-24)00 ALUMINUM SINGE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED WINDOW 11BNSION ANCHOR SCHEDULE LIGHT DULY MEDIUM DUTY HEAVY DUTY ( W/ STEEL RSII�POR(�VEV'1) 3/16" TAPOONS 3/16•- ANNEAL GASS S/16'-ANNEALED CUSS U4' -ANN. GLASS - PBit SAD AND SIIII PER IAMB DSB ANN. CRASS 3/16' ANN CIIASS 3/16" TAPCONS 1!4" TAPCOMS 3/16" TAPCONS 1J4" TAPOONS 1/4' TAPOONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/0' 26' 2 3 60.7 87.5 60.7 1 22.5 98.0 122.5 98.0 1 22.5 98.0 122.5 98.0 122.5 98.0 184.8 261/2' 2 60.7 67.5 80.7 122.5 98.0 122.5 98.0 122.5 98.0 ' 122.5 98.0 122.5 98.0 184.8 s7' 3 80.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 s31/8' 4 80.7 67.5 80.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0. 122.5 98.0 184.8 19 1/8' 38 3/e 2 3 60.7 87.5 80.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 ' 98.0 184.8 20 1/2. 2 80.7 _ 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 - 98.0 1 184.8_ 184.8 37' 3 60.7 67.5 80.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0 122.5 98.0 63 4 4 60.7 64.8 60.7 64.8 90.6 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 19 1/0' 6� 2 - 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 20 1/2' 2 80.7 87.5 80.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 . 98.0 122.5 98.0 184.8 J7' 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 63 1/0' 4 52.8. 52.6 - 53.2 53.2 711.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 19 1/8' 03 2 5 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2' 2 60.7 87.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 37' 3 80.7 81.5 60.7 89.5 89.6 89.8 98.0 111.6 89.8 89.6 98.0 111.6 98.0 168.3 531/0' 4 41.3 41.3 48.7 48.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 19 1/8' 74 1/4' 2 5 60.7 87.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 26 1/2' 2 80.7 87.5 80.7 4 , 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 37' 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 -12-94 1 PV PSF POF 71.5 71.5 93.3 93.3 98.0 140.8 l/ x 1) + - 700 PV +46.7 -48.7 PSF TEST-. 9.1 RIF CO ANNEALED 1 srz• 63 1 X 1EST LDA0S +105.0 - 100.0 DE01QN LOADS• +70.0 -70.0 WATER INFILTRATION 1E8T• 14.7 Tem GLASS• 3/10' ANNEALED 1W Ma 111.-16170 3 / //r� 63 c 1) +166A - 15iA PS► LOADS. +90.0 -104.0 PSF IFt1M110N TEST 14.7 POF GLASS- 3/18' MNEALLD TE TEST LOAO9• DFBIGW LOADS- WATER INFILTM110W TESTED CLAM. DEMON 9IA1ER TESTED g 21 " MAX. io ii II �-I i I I I II II JL 11 1 1 I JI ninwn ANCHOI 11 I 11 n JI li ' 1 1I II II 1 I MAX. I n �vJ WINDOW 1 WIDTH • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 02 1 711, � T BY PROD CO •IL DIVISION BUIL' r 11E COMPLIANCE OFFICE ACCEPTANCE NO. 0405_.61 HEAD ANCHORS SEE CHART IFIVAM a- as -0® FRANCISCO HERNANDEZ FL PE/ 51393 6" MAX. TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLE()) MAY BE USED PRODUCT RENEWED ACCEPTANCE No. 4 Z . o L I WI EXPIRATlO ATE it 1/06 PRODUCT COKiROL DIVISIJIV BUILDING CODE COMPLIANCE OFFICE Sunshine Windows I I Iriunufoc unng, inc. 1746 w. 3rd Mao. Ph x : 60 3 0 Fax: �6-811 e 1