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260 NE 95 St (14)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I Job Address �0 '(� l j1 Tax Folio Legal Description Historically Designated: Yes No V Owner/Lessee / Tenant \V \ S Q Master Permit # 15 Owner's Address 0 PE 0 ( 5 s Phone qS 1-1 ' X`1 y • b t b3 Contracting Co. 0 (Ai OK �� Phone ! S Y. 3.7s ,.s 3() State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company r Address 1 Mortgagor O Q� CO 7.k vir r I) 441 N � , Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 5 S Square Ft. 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. C WNER'S laws regul FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable struction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date 643§) Notary as to Owner and/or Condo �d nt Date Notary as to Contractor or Owner - Builder Date My Commission Expires: My Commission Expires: vT �, � 0 - -1.0' FEES: PERMI ; f RADON C.C.F. Estimated Cost (value) 606 Signature of Contractor or Owner - Builder Date NOTARY APPROVED: ( 4 Zoning Building i' " / 7 Electrical Mechanical Plumbing Engineering ,. e 33, /9' Date °y— P RAi Jl h, g,e,v Name Building Official in,/' Name of Municipality /oos6 ne R Address ni in "f4 es 33J City, State, Zip Southeastern Metals Manufacturing Coop Inc. 11801 Industry Drive • P.O. Box 26347 Jacksonville, Florida 32218 1(800)342 -1279 FL WATS • 1(800)874 -0335 NAT. WATS • (904)7574200 RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance Holder for ALUMINUM STORM PANEL SYSTEM under the 94- 0418.05 . This letter authorizes Alter lil a /X4t to use our Installer ALUMINUM STORM PANEL approved under number 94- 0418.05 to be used at the following job: Sincerely, Ra Na e OfOwner 0 cis sr Jobsite Address terrn kS IwiliroAqra Auth rized Signature l om Noti e of Acceptance Holder .11M HORTON, VICE PRESIDENT Print Name and Title TYPICAL 20 GA GALVANIZED PANEL T 1 P091400 - +SS P. s.4. ME0AIIVE - -71.5 1 7/8' 1 7/8' (TYP) .373'0 .■25 1.500• - 4 UN... . T •,..4•,..411•• .Q.A I Iasi.. .730. 6 - .0623' +150 I•- 4.475• - I-- .253 15.575' 13 COVERAGE 6 i /2' 0.114 44.29' 5001HEASTERN METALS MANUFACTURING CO. INC. JAa50NNLLE. nem, 00DE COUNTY PRODUCT CONTROL APPROVED 090 R -�i L- 1 7/8' 0 ALUMINUM HEADER CHANNEL DETAIL 3 250' X .500 S/S CUNCH STUD �-- 2.000 -+ ©STUD ANGLE 9FNTRAL HO1(5 1. TNS SHUTTER IS DESIGNED IN ACCORDANCE 0111 THE SOUTH FLORIDA BUILDING CODE. 4944 COITION. AN0 THE 1994 BR0WAR0 COUNTY EDITION. 2. POSITIVE AND NEGATIVE 0ESI03 PRESSURE CALCULATIONS SHALL BE ((RfOR..(D N ACCORDANCE WIN ASCE 7 -00 11001054 DESIGN LOADS FOR BUILDINGS AND 0171ER 51RUCTURES'. 3. STOW PANELS SHA51. BE 019 20 CAUCE GALVANIZED (0.03061 CONFORMING TO A5TI. A653 010001RUAL GRADE 37 MINA 106. Fy - 37159. ALUMINUM (YTRU90MS SHALL BE 6063 -15. U.O.N. 4. PRODUCT MARKINGS SHALL BE MOM 42 Of ONE END Or WM PANEL WIN MN. Of ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: S. TO MEET METRO -DADE HURRICANE 000E REINFORCED PANELS MT■ ST101 BOLTS AND SPRING NUTS AT 300 -SPAN SECURED AT EVERT LAP .0741. 6. ALL Ban 4410 WASHERS SMALL BE GALVANIZED OR STAINLESS STEEL MTH A 04)4344 FF - 33 KM 7. MATERIAL SPECIFICATIONS NOTED MOWN ARE 144E M0NUFACNRE'S REPRESENTATION OF MATE7DAL5 TO BE USED N PRODUCT TESTING. 0. TOP A BOTTOM D(TNLS SHOWN MAY BE NTEROIANGED AS FIELD CONDITONS INDICATE- PANELS MAY BE MOUNTED NORIDONTAU.Y MIME APPUCA0LE 9. THE DETAILS AND 39EOFICA11OM5 SHOWN NE/MIN REPRESENT NE PRODUCTS PROPOSED FOR IMPACT. C2O30 AND UNT(ORM STATIC NR PRESSURE TESTING N ACCORDANCE MM DADE COUNTY PROTOCOLS PA 201. 202. AND 103. DESIGN IS BASED ON CTC TEST REPORT NO. 1O, MARD1w ALLOWABLE O(90N LOAD: 5/8' HOLE MP/ e6' SILL I 1 2 1 1.375' REF. F .125' 1/4 1/1 TO/7 0010*0 SECURED 14 MAMMY UNIT 86" SILL ®PATIO 250' X .500 S/S CUNCH STUD 1/: Y 1' OlT 0 .725 I T 1.000' 2.000 SILL DETAIL 68' SILL 2.50' -.I I.- 13.00 " -4I.- 13.00 -.I.- 13.00 " -+1 I 6.50. 6.50'+1.6.50 6.50' -40 6.50'-+1 6 ANCHORS 44' SILL 1 D 1 O 7/8' X 5/16' SLOT 12 ANCHORS (TYPICAL) 2.00' -.I I.- 13.00 ->1. -- 13.00'- 13.00' 13.00 --1 IA 6.50'4 6.50'.1.6.50 6.50'* 6.50 6.50 B ANCHORS HEADER CHANNEL LAYOUT II 3 1/4'-x{ r6 1/2+1.6 7/8 A 1 11 u it 56" SILL 6 ANCHORS I I 1 I 1 R L • 4 4 - o 7 8 ANCHORS I I I 10 ANCHORS HOLE LEGEND 7/16'0 THRU HOLE CLINCH STUD k - 53.00' -4.- 13.0o• -.I. -- 13.00• 13.00' -}-- 1 3.00• -.I SILL i • • ( • . . . I RN I c NUT Note: Reinforced panels with s and spriig nut at mid - span secure of each lap joint. 6.50 4 6.50'+1.6.50 6.50 1 6.50 1 6.50'.1.6.50'+4 10 ANCHORS 4.00 -I I.- 13.00 --41- 43.00• - 4'-- 13.00 --.1.- 13.00' -1 1. - 13.00 --4- 13.00 -.1 . 6.50'4 6.50'41. 6.50 6.50 6.50'4 6.50 6.50+ 6.50'+1. 6.50 6.50 6.50'1 12 ANCHORS STUD ANGLE SILL LAYOUT 3 4 • • 1 /2+1.6 1/2' 06 1/2' 6 1/2' 44" 56' $� APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY DAT �. T 0. ' j 14�‘ PR000 / 1 N DIVISION . 8UIL0ING CODE COMPLIANCE OFF ACCEPTANCE NO "6666• [ ._,. M anufacturing Co., Inc. .. --. --- -- . ._ _._ _ _ f 1801 J Driv Jack Florida 4. ii, • As nh ..10 , 4/./.1 ..21. Imp/ 62.. Pia, 5000fA51E04 MEfR.5 MPG. CO 3 ItZ. 20 GN)C2 CRAWLED 5 P3Vd. 5Y5TEM 4.'6.`.. 011. 9.. 1 OF 2 R ` FR101.1996 L NsrOd. 1716- 20GA01 TYPICAL 20 GA GALVANIZED PANEL T 1 P091400 - +SS P. s.4. ME0AIIVE - -71.5 1 7/8' 1 7/8' (TYP) .373'0 .■25 1.500• - 4 UN... . T •,..4•,..411•• .Q.A I Iasi.. .730. 6 - .0623' +150 I•- 4.475• - I-- .253 15.575' 13 COVERAGE 6 i /2' 0.114 44.29' 5001HEASTERN METALS MANUFACTURING CO. INC. JAa50NNLLE. nem, 00DE COUNTY PRODUCT CONTROL APPROVED 090 R -�i L- 1 7/8' 0 ALUMINUM HEADER CHANNEL DETAIL 3 250' X .500 S/S CUNCH STUD �-- 2.000 -+ ©STUD ANGLE 9FNTRAL HO1(5 1. TNS SHUTTER IS DESIGNED IN ACCORDANCE 0111 THE SOUTH FLORIDA BUILDING CODE. 4944 COITION. AN0 THE 1994 BR0WAR0 COUNTY EDITION. 2. POSITIVE AND NEGATIVE 0ESI03 PRESSURE CALCULATIONS SHALL BE ((RfOR..(D N ACCORDANCE WIN ASCE 7 -00 11001054 DESIGN LOADS FOR BUILDINGS AND 0171ER 51RUCTURES'. 3. STOW PANELS SHA51. BE 019 20 CAUCE GALVANIZED (0.03061 CONFORMING TO A5TI. A653 010001RUAL GRADE 37 MINA 106. Fy - 37159. ALUMINUM (YTRU90MS SHALL BE 6063 -15. U.O.N. 4. PRODUCT MARKINGS SHALL BE MOM 42 Of ONE END Or WM PANEL WIN MN. Of ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: S. TO MEET METRO -DADE HURRICANE 000E REINFORCED PANELS MT■ ST101 BOLTS AND SPRING NUTS AT 300 -SPAN SECURED AT EVERT LAP .0741. 6. ALL Ban 4410 WASHERS SMALL BE GALVANIZED OR STAINLESS STEEL MTH A 04)4344 FF - 33 KM 7. MATERIAL SPECIFICATIONS NOTED MOWN ARE 144E M0NUFACNRE'S REPRESENTATION OF MATE7DAL5 TO BE USED N PRODUCT TESTING. 0. TOP A BOTTOM D(TNLS SHOWN MAY BE NTEROIANGED AS FIELD CONDITONS INDICATE- PANELS MAY BE MOUNTED NORIDONTAU.Y MIME APPUCA0LE 9. THE DETAILS AND 39EOFICA11OM5 SHOWN NE/MIN REPRESENT NE PRODUCTS PROPOSED FOR IMPACT. C2O30 AND UNT(ORM STATIC NR PRESSURE TESTING N ACCORDANCE MM DADE COUNTY PROTOCOLS PA 201. 202. AND 103. DESIGN IS BASED ON CTC TEST REPORT NO. 1O, MARD1w ALLOWABLE O(90N LOAD: 5/8' HOLE MP/ e6' SILL I 1 2 1 1.375' REF. F .125' 1/4 1/1 TO/7 0010*0 SECURED 14 MAMMY UNIT 86" SILL ®PATIO 250' X .500 S/S CUNCH STUD 1/: Y 1' OlT 0 .725 I T 1.000' 2.000 SILL DETAIL 68' SILL 2.50' -.I I.- 13.00 " -4I.- 13.00 -.I.- 13.00 " -+1 I 6.50. 6.50'+1.6.50 6.50' -40 6.50'-+1 6 ANCHORS 44' SILL 1 D 1 O 7/8' X 5/16' SLOT 12 ANCHORS (TYPICAL) 2.00' -.I I.- 13.00 ->1. -- 13.00'- 13.00' 13.00 --1 IA 6.50'4 6.50'.1.6.50 6.50'* 6.50 6.50 B ANCHORS HEADER CHANNEL LAYOUT II 3 1/4'-x{ r6 1/2+1.6 7/8 A 1 11 u it 56" SILL 6 ANCHORS I I 1 I 1 R L • 4 4 - o 7 8 ANCHORS I I I 10 ANCHORS HOLE LEGEND 7/16'0 THRU HOLE CLINCH STUD k - 53.00' -4.- 13.0o• -.I. -- 13.00• 13.00' -}-- 1 3.00• -.I SILL i • • ( • . . . I RN I c NUT Note: Reinforced panels with s and spriig nut at mid - span secure of each lap joint. 6.50 4 6.50'+1.6.50 6.50 1 6.50 1 6.50'.1.6.50'+4 10 ANCHORS 4.00 -I I.- 13.00 --41- 43.00• - 4'-- 13.00 --.1.- 13.00' -1 1. - 13.00 --4- 13.00 -.1 . 6.50'4 6.50'41. 6.50 6.50 6.50'4 6.50 6.50+ 6.50'+1. 6.50 6.50 6.50'1 12 ANCHORS STUD ANGLE SILL LAYOUT 3 4 • • 1 /2+1.6 1/2' 06 1/2' 6 1/2' 44" 56' $� APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY DAT �. T 0. ' j 14�‘ PR000 / 1 N DIVISION . 8UIL0ING CODE COMPLIANCE OFF ACCEPTANCE NO "6666• ANCHOR SCHEDULE (MIN. Y EDGE DISTANCE) COMM STRUCIYOC 4140100 MC AWING 110) .. 001.00 4)00) .. 1 /4 TAb•N 1/4•x1 17000.1X 1OLT ( 0// .• MEAN H00 I /4 1/4 TN CON 41114 MC NTA0 SUMS 11111 1 I/2• b.. Daman �� 1/1' I IAYNI 11 /IY1•/00 4IX NG40 WIT 44 -F - 1/4 1.r CL0 IANCI. YAW 5000NIT COLT 0501 4 IN CALM. RADIO. a 404000 VOICES RUT 11116=Male u 4.3 Cs 134 Existing Structure 0 Existing Structure O WALL. MOUNT SECTION (D!KCT MOUNT SYSTEM), N. T.S 1'41/4/20 Hex Head Bolt • .1/4720 Tompin Zinc Expansion Anchor ANGLE TO WAI1 OFTAII D D ANG TOP 1/4'.2' Eke Panel Mate 110404ry Bolt w/I 1/4 Caly. Washer h Woshered Steil Spring Nut I /4'11 Wood Leg Screw 1 I/2" Min. Embedment Steel Spring Nut 1'x1/4/20 Wood Bushing w /1'x1 /4' /20 Hex Head Bolt — Exist ng SWcture Existing Structure Sidewalk Boll PANF1 TO ANCI E DETAII OM M SYS WORD F A N.T.S ANGLE TO WALL DEjdIL 2 2 Z 1/4' MAX Wood Framing Class or Doer 1 "x1/4/20 Hex Hood Bolt 1 ".1/4/20 Temple Zinc Expansion Anchor Steel Spring Nut 1 /4 "XI' • Sidewalk Bait 1 ".1/4'/20 Tonight Zinc Expansion Anchor /4X1' ':dewolk Boll PANEL TO ANGIE OFTAII HEADER / STUDDED ANGLE MOUNT SYSTEM N.T.S 2 5 /B "--I --ter -- 1/4' Wood Lag Screw 1 1/1. MN. Emb dment 1'x400.125' or 2'14 "R0d25'•Alum. Tube or 2 P.T. Wood for Stud Framing 0 16' 0 0. tr 2 P.T. Wood Stud Framing 0 24" o.e. •TMS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WAllyf))NT .SECTION (BOTTOM) N.T.S 2 41/4'1 4 1/2' Lag Screw 0 24' 0.0. Max I/O 3/4' PenetroUon h Centex el Studs Existing Structure 0/4' MAX. 0 0 Existing Structure ANGLE TO WALL DFTAII ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) mv(un STRYCIYRC MOO 050108 1YAC 1 /4-x1 04(0 140•0 1040 05 COMM MID 1/ • . 0000 O.0 MM 1 1/2• W. DI4(011050 I /CR 0.00 14140. RATE 0430511 SOLT .101 1 I/o' CA)V. 0A1(R a w4AICAm NOM MJT 1 31 o ROW 10.94111C 1 /04 no (0AU1 ear I minsanD 140TWEl .•00•5 M) LS 13 u ANCHOR SCHEDULE MIN. 2' EDGE DISTANCE 1/4' • TAYrN a I /4'Ol 1404 MOT COLT 40 I /1 4040010 ORM NAIL 1004 4000004 050101 1/4 0• CON NCI 14E40 404(0 •04 1 l/4• 0N. 0[[011000 e3 u u 13 0 •. D 1 /0X2 Concrete _.i'l pave N*R r/ LApanslon Mohor _ II I1 1 Steel Spring Nut 1 /4' Sidewalk Boll 1/4 1/4' Topcon w/He Head Screw MOT MAR= *00 N 1054 100001 00.0. 4 •000 AVMACIC /0e 11 /A110. 020010 /OR HOLLOW CLOC ONLY 104 13 0.14 0540410 PANEL TO ANCI OFTAIL O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N. T.S APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT 73 • S I f ." ". • ' PRODJC 'INTROL DIV:S■ON BUILDING CODE COMPLULNCE OFFICE ACCEPTANCE NO. %'0G•Q • 0 r I �. I. IM Ond.e Myndr 10.00/14.• 1 1,14 CO t? . 20 02 / VMlLED SCORN PMEL '• 6114. • N13.1.1406 NelW 96"206101 50UDEA5(ERFI Mu/i.S DJC. SY5(EM 2 of 2 • TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (86" Span) SATISFACTORY CTC 96 -020 Max. 2.375" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +71.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -55.0 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (86" Span) +82.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (86" Span) -107.3 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 Design Pressure Rating (less than 86" Span) +55.0 PSF -71.5 PSF Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 RESULTS: EXPIRES : OCT 1 0 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: TESTS: APPROVED : OCT 1 0 1996 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202 Large Missile Impact Test, per SFBC PA 201 Cyclic Wind Pressure Test, per SFBC PA 203 prepared by Construction Testing Corporation of South Florida, Report No. CTC -96 -020 dated May 18, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96- 20GA01, Southeastern Metals Manufacturing of South Florida, "20 Gauge Galvanized Storm Panel System ", Sheets 1 thru 2, dated 4/17/96 with Revision No. 1, dated 9/6/96, signed and sealed by Dole J. Kelley, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by USX Corp., U.S. Steel Group division, dated 6/4/96 with chemical composition and mechanical properties for galvanized steel, ASTM A653 -95. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM -1113 dated 5/3/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepared by Southeastern Metals Manufacturing of South Florida, Inc., signed and sealed by Dole J. Keller, - 2c- ae Man el Perez, P.E. - Plans Product Control Division iner II Southeastern Metals Manufacturing Co, Inc, . ACCEPTANCE NO.: 96- 0606.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10.11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter Florida Building Code. END OF THIS ACCEPTANCE OCT 1 0 1996 OCT 1 0 1999 the South Man el Perez, P.E. • Plans e Product Control Division iner 11 Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96 - 0606.05 - 2a - APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 0 1996 OCT 1 0 1999 4. INSTALLATION 4.1 The panels shall be installed only in the following condition (all installations shall include 1/4" x 1" sidewalk bolt w /steel spring nut at midspan to secure each lap joint): 4.1.1 Direct Wall Mounts: (CONCRETE /MASONRY /WOOD): The panels are secured directly to the wall at the head and sill, with 1/4" x 2" Elco Panel Mate Masonry Bolt with one 1/4" galv. washer and washered winged nut spaced at 13" o.c. (concrete, masonry or wood) Di 1/4 " -20 xl" hex head bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) 9r 1/4 " -20 xl" sidewalk bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) Qr 1 /4 " -20 x 1" wood bushing with 1/4"-20 x 1" hex head bolt SS spaced at 6.5" o.c. (wood) 9r 1/4 " -20 x 1" wood bushing with 1/4" -20 x 1" sidewalk bolt 3/4" spaced at 6.5" o.c. (wood), as detailed on Drawing number 96- 20GA01, Sheet 2 of 2, bearing the Dade County Product approval stamp. 4.1.2 Wall Mounts: (CONCRETE /MASONRY/WOOD): The panels are secured to an 'H'- header (Part 2), at the head and attached with any of the fasteners used in section 4.1.1 (A) or 1/4" x 2 1/4" Tap Con with Hex head screw , 1 1/2" min. embedment spaced at 6.5" o.c. (concrete or masonry) or 1/4"4) wood lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors as the head Qr 1/4" x 1 1/2" concrete drive nail with expansion anchor. spaced at 6.5" o.c. (concrete). Studded angle may substitute the 'H'- header using all the anchors approved for the sill studded angle, as shown in detail "C ", Drawing number 96- 20GA01, Sheets 2 of 2. 4.1.3 Built -Out Mounts: (CONCRETE /MASONRY/WOOD FRAMED ): The mounting conditions of sections 4.1.1 and 4.1.2 may be installed on a 2" x 4" x 0.125" Alum. Tube or 2" x 4" P.T. wood for stud framing which is spaced at 16" o.c. at 2" x 6" P.T. wood for stud framing which is spaced at 24" o.c. Anchoring of built -out shall be with 2 1/4" 4) x 4 1/2" Lag Screw spaced at max. 24" o.c. with min. 1 3/4" embedment into center of studs. 4.1.4 Aj y combination of the above, 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on Drawing number 96- 20GA01, Sheets 1 and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. roo Man el Perez, P.E. - Plans Product Control Division iner II Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED : OCT 1 0 1996 EXPIRES : 0 1 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless All reinforcing bons and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shurers; mean roof height, length and width of building. 6.1.3 Duplicate prints of approve:: Drawing number 96- 20GA01, Sheets 1 thru 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to sow the components selected for the proposed installation. 6.2 The Building Official shall ensure :e adequacy of shutter to meet the pressure requirements of the opening in which it is to be installer:. Man el Perez, P.E. - Plans 'i iner II Product Control Division METRO•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 96- 20GA01, Sheets 1 and 2 of 2. (For listing, see Section 8 of Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96-0606.05 Expires:10 /10/99 Approved: 10 /10/96 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdc:01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s Ir anger, Director Building Code Compliance Dept. Metropolitan Dade County Southeastern Metals Manufacturing Co. Inc. 1. DESCRIPTION 1. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 54.5" wide x 86" long overall - 3 specimen for impact and cyclic load 56.25" wide x 68" long overall - 1 specimen for impact and cyclic load 54.5" wide x 86" long overall - 1 specimen for wind load ACCEPTANCE NO.: 96- 0606.05 APPROVED : OCT 1 0 1996 EXPIRES : OCT 1 0 1999 This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved Drawing number 96- 20GA01, Sheet 1 of 2 , using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A653 Grade 37, (Fy = 37 ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G60. 2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 15.57 ", forming 1.375" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, 2.81" x 1.475" x 0.25" special shape - header, 2.0" x 2.0" x .125" studded angle. 2.4 Tested specimen: Dimensions: 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a Maximum Design Pressure rating of 71.5 & - 55.0 PSF and a Maximum Panel Span/Height of 7' -2" or (86 "); Detail A- Wall Mount (Direct Mount System), Detail B - Header / Studded Angle Mount System, Detail C & E - Studded Angle / Top & Bottom Mount, as shown on, Drawing number 96- 20GA01, Sheet 2 of 2. 3.2 Minimum separation to existing glass to protect shall be 2 5/8" as shown on Drawing number 96- 20GA01. Sheet 2 of 2. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . Manue Perez, P.E. - Plans • iner II Product Control Division ' / &,_/ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date -'�� ,v Job Address 'C / "5T Tax Folio Legal Description Pl i i itble -5 _Sect f iP IS 10, P7 f L i3 Historically Designated: Owner/I=E Owner's Address Qualifier k g S, 77 i S)- -) Q i'.9' 1-- Phone JC - 75q- 2 S'/ Contracting Co. V , tom' !,1 s-b° a Address d State # i / Municipal # Competency # Address Address // D. 06 0 /3 3 7 Yes No Master Permit # r7449 9 .?: Phone t ti K Ins. Co. oc Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one) :(JILDING; ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN �— - WORK DESCRIPTION 4Livi . 5h . 5/ e Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Notary as to Owner and/or Condo President Date My Commission Expires: ,k7 FE Mechanical CH Kllvl Commission # 1217776 Notary Public - California San Diego County C.C.F. APPROVED: y Zoning Building j, Estimated Cost (value) E ' o; Signature of Contractor o Notary as to ontractor My Commission Expires: er- Builder 1 ,.N " Beetriz Vilhaiba le er My Cimmiscion CCI56360 'ir.,,.4" Expires August 2, 2004 NOTARY 0 BOND TOTAL DUE 474 Date D. to Electrical Plumbing Structural Engineer NOTICE OF COMMENCEMENT • A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: o4o'2 NL '9 ST 1)749-717 / A'z 63 /L 3 313 k 2. Description of improvement: 3. Owner(s) name and address: - \ffi.) e , S S �� v �{�b2 {f Ale Iitl.c4 a(1,0 i s et- t- f M tali I s ko Fi- 3313 3 Interest in property: Name and address of fee simple titleholder: hl /f} 4. Contractor's name and address: M;A.M 1'vt) lr ) INC. • 113 ttite r s+ - NiU 1rc,14 1 L "7-,,i)) C) 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or othPiocuments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: du J /_ 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Nl l4- different date is specified) r u : of Owner I I Print Owners NameSolnh �tV ASMta SSC Iti. Sworn to and subscribed before me this I i µ''day of au t. i 2 My Commission Expires: S r • t� ni Notary Public Print Notary's Namej A U tJ AC Ki M // 6, 3 3'7o t9 a STATE OF FLORIDA COUNTY CF = 1 HEREBY CERTIFY that ihl5 is a true c of prig al filed , mia e ^^ - A D 2J "id Cf'.cl:1! R,( of CircWt an i Cwi'ti CCVrts CHUNAE KIM Commission # 1217776 Notary Public - Califomio San Diego Coun My Comm. Expires Apr 30, 2003 f! UJ (rat Li G� Prepared by: 1-4? I r c 113 0 Was 231c1 H f1..330/ 123.01.52 2/93 —J N Robert Molina 260 NE 95th Street Miami Shores, FL 33138 2 7 NIC NIC NIC 11 Opening No. 1 2 3 4 5 6 7 8 7 NIC Opening Size 78.5 x 53 38 x 51.5 38 x 39.5 38 x 52 54 x 51.5 38 x 51.5 54 x 51.5 38 x 39.5 NIC NIC Bahama Shutter Bahama Shutter Bahama Shutter Bahama Shutter Bahama Shutter Bahama Shutter Bahama Shutter Bahama Shutter NIC FT IA. # 143 Opening No. 9 10 11 NIC 7 NIC 10 9 8 Opening Size 38 x 39.5 Bahama Shutter 37 x 38 Bahama Shutter 98.5x52.5 Bahama Shutter W T f E WALL ENCLOSURE SYSTEMS Date: 9/18/00 To: Frank Lubien Building Official 10050 NE 2nd Avenue Miami, Shores, FL 33138 MetalTech Inc. is the Dade County Notice of Acceptance Holder for Bahamas Shutters - 98- 1228.04 Bahama Shutter Slimline Accordion Econoline Accordion Hurculine Accordion 20G Storm Panel 24G Storm Panel .050 Storm Panel .060 Storm Panel This letter authorizes Miami Home Shutters, Inc. to use our Thank you, „fed Richard Buzzella Vice President above named product at the following job site: Robert Molina mammal IMP 1CT° HURRICANE SHUTTERS 260 NE 95th Street Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Miami Shores, FL 33138 INC. PAVILION° F U R N I T U R E 98- 1228.04 00- 188.10 99- 0224.03 99- 0217.05 00- 0519.07 98- 0304.03 98- 0728.04 99- 0217.07 7635 West Second Court • Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -3480 • Toll Free: (800) 325 -3260 • FAX: (305) 823 -7785 SUNBURST I N T E R N A T I O N A L MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. CONTRACTOR LICENSING SECTION 7635 West 2nd Court (305) 375 -2527 FAX (305) 375 -2558 Hialeah FL 33014 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 Maximum Impact Extruded Aluminum Bahama Shutter 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- 1228.04 Expires:02 /24/2002 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: 02/24/1999 1 of 3 Internet mail address: postmaster @buildingcodeonline.com •v vziir 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 rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No. : APPROVED EXPIRES • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 98- 1228.04 FEB 2 4 1999 FEB 2 4 2002 1. SCOPE This approves an extruded aluminum bahama type 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 This extruded aluminum bahama type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -304, titled "Maximum Impact Extruded Bahama Shutter, ASSA/Extruded Bertha Bahama Shutter ", prepared by Tilteco Inc., dated December 17, 1998, sheets 1 through 8 of 8, 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. .A 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 This extruded aluminum bahama type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit 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. Helmy A akar, P.E. - Product Control Examiner : Product Control Division 2 of 3 MetalTech, Inc. ACCEPTANCE No.: 98- 1228.04 APPROVED FEB 2 4 1999 FEB 2 4 2002 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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 docjmentation 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 needs 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 I Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3�of 3 v I n T 6 790 7.790" 1.969 - ---1 A I REGULAR INTERIOR MULLION @ HEAVY INTERIOR MULLION © FEMALE HINGE 6005 -T5 .4/um. ALLOY SCALE: 1/2" = 1' COMPONENTS 2.969' 3.374' SCALE.: 1/2" = 1" .583 OI HALF SHUTTER BLADE SCALE: 1/2" = 1" R.250 R, 405" n R.343 n ri .080 JO SHUTTER BLADE SCALE: 1/2 = 1" �O 1 ,102" ■1.190 - -J x.080' SCALE: 1/2" = 1" 6005 -T5 Alum. ALLOY SCALE: 1/2" = 1" .459 CD FLAT FEMALE HINGE DE BAHAMA MALE FRAME 2.500 ) . 120" R219' R 7 57 - ) 8.204' 4,168' Q SNAP CAP SCALE: 1/2" = 1" 140LES ARE OPTIONAL c ) (Tin) ,000' � 1 ( °.3. < ) ( ) ) c ) ) ) ( ) c ) ) c ) SCALE: 1/2" = 1" `e. r + f 7 1.322' SHUTTER BLADE ELEVATION SCALE: 1/2" = 1" /ei•- / /47/ .92? 270 BAHAMA FRAME SCALE: 1/2' = 1" L 1 * --- 2:000 r-.187" SC4LE: ,/.2" ?" = 1 " SILL ANGLE 4" LONG _SCALE: 1/2' = 1" • m 2.000' I CORNER KEY ti 1" LONG SCALE: 1/2" = 1" j . m .787 -_I L @ BUILC -OUT Alum. BRACKET 4 LONG a L 9.4:)5" 2.906' - " 1 " 8. 0. FEMALE HINGE SCALE: 1/2" •• 1" 1.500 - � T WALL MOUNT Alum. BRACKET 4" LONG SCALE: 1/2" 4.000' GENERAL NOTES: 7. 64HA 4 SHUTTER HAS BEEN DESIGNED /N ACCORDANCE WITH THE DAO£ COUNTY, 1 994 canon OF THE SOUTH FLORIDA BULOINC COO£. D£S:GN WIND LOADS SHALL BE OE7£RNIN£D AS PER SECTION 6 OF ASC£ 7 -88. N07H 11p m.p.h. 8AStC WIND SPEEA BAHAMA $H/TT£RS AGICOCFACY FOR IMPACT AND FA IIGU£ RESSTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 2315 & 2314 R£SPECTN£Lv OF THE 480VE MENr4N£0 CODE AS PER ATL REPORT / 0923.01 -97. 3. ALL ALUL6NUM ErRNS1ONS SHALL 6£ 6063-T6 ALLOY (UNLESS OTHERw.SE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES w/ 50 175: ) Mimi' AND 90 1.'9% TENSII E STRENGTH. 5. ALL A LA!NUM POP RNETS TO 85 5052 ALUMNUM ALLOY WITH ALUMINUM MANOR£L 5. BOLTS TO BE 2024 -T4 ALUMWNUM ALLOY GALVAN/ZE0 OR STAINLESS STEEL WITH 35 4p; MINIMUM uw1AFUM Y1EL0 POJN7. 7. ANCHORS 70 LL 5 ALL & AS FOLLOWS (UNLESS OTHERWISE NOTED) (4) TO C 0SttNG POU CONCRETE: -- 1/4 d TA V V ANCH AS MANUFACTURED BY 1.7,W. RA OR ELCO INDUSTRIES. INC. - 1/4" 0 x 7/6 R CALK - IN ANCHORS AS MANUFACTURED 8Y THE RAWL PLUG COMPANY, INC. NOTES A, 7) WN /MUM EMBECME.VT OF TAPCON ANCNC,QS 1N70 POURED CONCRETE 15 1 1/2" A.2) RAwL CALL - IN ANCHORS SHALL BE ENTIRELY EvB£ODED INTO THE POURED CO•.CR£T£. N0 DJBEOMEM INTO STUCCO SHALL 8E ?ERMmEO. T /4 - I - SC REWS USED SHALL 8£ 1 1/2' LONG MNIMUU SHOULD STUCCO ExiST AND 1 - M7MMUM F O R WALLS WITH NO STUCCO. A3) IN CAS£ T HAT PRECAST STONE, P RECAST CONCRETE PANELS OR PAVERS 8£ r0UN0 ON THE EXISTIN WALL OR FLOOR, ANCHORS SHALL BE LONG Er:JC:GH TO PEACH T,{E MAIN STRUCTURE BE NIN° SUCH PANELS. ANCHORAGE SHALL OE AS :NOIC.:TE0 GN NOTES A. ± 4.11 WA A80 TO Ex1ST7NG CONCRETE BLOCK WALL: - 7/4" d TAPCON ANCHORS AS mANUFACTL/RED 8Y 1.1.W. RAMSET OR EL CO INDUSTRIES. INC. - 1/4" 0 • 7/8 RAML CALL -IN ANCHORS AS MANUFACTURED 8Y 7T RAWL PLUG COMPANY,, INC. N01E : B. 7) M/1 M1/4- uUM 5M8(0,4 Or TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 8.2) RAwL CALK -!N ANCHORS SHALL SE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT, NO £MBEDNEN7 INTO STUCCO SHALL BE PERM/TED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2 LONG MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS 1 NO STUCCO. ,.I� 83) IN CASE TH4T PRECAST STONE OR PRECAST CONCRETE PANELS Be FOUND ( THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8_2) ABO'E. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE R£C()MENOATIONS AND SPECrCATIONS OF ThE ANCHOR'S MANUFACTURER. 8. EACH SHLTITER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARXarG INSTRUCTING OWNER OR TENANT TO SECURE SHUTTER WITH SIDE & SILL BRACKETS DURING PERIODS OF HURRCANE WARNINGS, 9. IT SHALL BE 7 ■5 RESPONSIBILITY Of THE CCNTRACTO9 TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10. S11 UTrER MANUFACTURER STS SHALL B£ PLACED ON THE EXPOSED SURFACE OF THE 84/1414 MANE OR L $HALL 8E PLACED 109 £WRY OPEnnNG. LAM SHALL READ AS FOLLOWS: METAL TECH, AC. HIALEAH. FLORIDA D40E COUNTY PRODUCT CONTROL APPROVED. 1" (B) .. � © BUILD -OUT SIDE BRACKET 4" LONG SCALE: 1 = 1' / IL ECOINc.\ J7LIJT TESTING & ENGINWERINC COMPANY 6595 ,4r .1W.. ST- Slat 277. vAGfexa GAIIOCUS FLOM. JJ7EE Fhan* . (1051871 - 15,10 . re , : (305)871 -1331 WALTER A TILLIT Jr.. R. E. FLORIDA LTC. 1 44167 MAXIMUM IMPACT EXTRUDED BAHAMA SHUTTER 4554 / ErTfi/0E0 exams 8MAA1A4 SHUTTER EST.957 NET ALT ANC. 7e25 w. 92GOwO CT. 3301 LASSA 0 26) 4K W 6•r i 2 APPROVED AS COMPLYING WITH THE SOUTH { FLORIDA BUILDING CODE DAT .'! _ NIL 2 BY PRODUCT CON ROL DIVIS:ONl BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO S - \ I ).'S - Cam{ Am w NAT I °"ellMW" I • DADE COUNTY AS SHOWN SCALE 12/17/x8 OATS 96 - 304 DRAWING No SHEET 1 OF 8 r)# 0 OR0 R£OJIR£D AT M/OSPAN, AT S +O£S (SEE SCHEDULE FOR REOUIREMENTS) r-r I .•I I I I �.I AL T£RNAT/VE C oR ORNER BRACKET LOCATION (4) 3/16" 0 Alum. POP RIVETS TOP/BOTTOM FRONT /REAR C/3 OR 0/3 OR E/3 OR OIIT SIDE RR4CK£7 FOR TRAPPED WST4I I ATI(NC 1/2" t C/3 OR 0/3 OR E/3 W SEE SCHEDULE 3.000" R SEE SCHEDULE FOR REQUIREMENTS I rt€ifFf = = €� 11 1 111�1lFfH 1 i n (/2' DETAIL 1 w SEE SCHEDULE UNLIMITED WIDTH &o0R 0 MULTIPLE UNIT / 10 x J 1/2' S U. S FOR /® 09 O Typ. 11 111 III 111 It- - �t= == 0. ; rtt - 7R(d 71 W/ WEB NOTCHED 70 1.160 _ DEPTH TO PENETRATE INTO HEAD ANO SILL j 10 v 3'S. M. S W/ WASHER Typ. TOP & BOTTOM. OR SCALE : 1/2" = 1' SEE DETAIL 2/5 o OR W SEE SCHEDULE 1/2" 41 -tt 3.000" ELEVATIONS N T 5 1-1-- 11 It - - - 1 • SEE DETAIL Q 1 10 x 1 1/2'S u. S TYPICAL AT EACH CORNER. j 10 x 3/4 S Al. S / 10x3 /4 "S.41. S (2) RA1YL CALK -IN ANCHORS • (Typ. EA. BRACKET) • 3 / :10x 1 1/2'5. u. S. (Tyq EA: BRACKET) • C/3 OR D/3 OR E/3 oo SEE DETAIL 2/5 0 WA t C/3 OR 0/3 OR E/3 W SEE SCHEDULE OR ® SINGLE UNIT 0 0 A OR A 1 OR B 3/16 - o POP PIVET O 6 0. C. (1 PER BLADE) 0 REAR ONLY OUT SIDE BRACKET FOR TRAPPED t INSTALLATIONS RO 090 / 10 x 1 1/2 S M. S TO r / 0 x 1 t/64 s M. S. TO ✓ OR C) (2) 1/4' 4 -20 x 2 S. S M S. W/ 7/8' x 3/32' YONG NUT 03 - 0 C. VERTICALLY w/ 1/2 EDGE DISTANCE TOP & BOTTOu (Typ. AT EACH BRACKET) SECTION Al - Al (FLOOR /CEILING MOUNT) SCALE: 3/8" _ .1" / IL ECO INC. \ TJWT TESTING t ENGINEERING COMPANY 6199 Kr S. S1_ STS 2n. WO .. L•+K ROPE 33$40 Phone . (A5.)671 -1530 . Fm : (.105)!71 -Il31 WALTER A. T/LUT h. 0 E. FLORIDA L(c / 44167 R ..a L0 ' ` Q • � ._� � _ 01 - --. /a/ ma :._/ 2 EST. 1257 (2) ON C. O. PAWL CALK -IN FIORS (SEE SCHEDULE SHEET 8 OF 8)— R / 10 1 1 1/2 5. S h S. M 5. 70 V OR () SECTION A -A (WALL MOUNT) SCALE : 3./8 = E. 0. (2) RANL CALK - 1N ANCHORS (SEE SCHEDULE_ ON SHEET 8 0F8) 2 - r J 5/16' (MOx.1 / /// / % }'/ x 1 /8 CLOSURE Alum. ANGLE (Co•1.) (6063 -T6 ALLOY) I.; /A! • BINkri o.72 M+ r. • (2) 1/4' 4 -20 RP/m.)7s w/ F (2) 1/4' 0 - 20 x 1' 5. 5. u. S. ® 3' 0. C. VERTICAL L Y w/ 7/2' EDGE DISTANCE OR (2) /10 x 1 1/2" S. S. S. M. S. TOP & BOTTOM (Typ. AT E4CH BRACKET) 1 POURED CONCRETE OR CONCRETE BLOCK RED1/IRED 1 3/ �•� OR POURED CONCRETE OR CONCRETE BLOCK R£OLORE0 POURED CONCRETE OR CONCRETE BLOCK 9£00(90 (N) (2) 1/4" 0 -20 R1V/UT5 w/ (2) 1/4 4-20 x 1 S. S. u. S. 0 J" 0. C. L£RTICALLY w/ 1/2" £OG£ 0/STANCEA* OR (2) 110 x 1 1/2' S. S S u. S TOP & BOTTOM (Typ. AT EACH BRACKET) SECTION B-8 (BUILD —OUT) SCALE : 3/8" = 1" APPROVED AS COMPLYING WITH THE SOUTH Fl R1DA BUILDING CODE DAT vUkR 1 J BY PRODUCT CO '�L DIV!S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTASEA (,.rL -Iry �nt, ( 94(Er 8 0? 8) MAXIMUM IMPACT EXTRUDED BAHAMA SHUTTER 4554 / EXTRUOE0 BERTHA 84NANA SHUTTER ETU ECK INC. 7 033 W. 9CCOMO CT. MULL c■.+. IL 330' C.s4► 0 26) 417 DADE COUNTY As 5HowN SCALE 12/17/98 04T£ 98 - 304 DRAWING No SHEET 2 OF 8 OR CONCRETE BLOCK / REQUIRED C 7 1 - (7) 3/8' RIO HEAD SLEEVE ANCHOR W/ 1 7/2" via PENF7RAIION 1/4 •-20 80LT w/NUT \ \ 0 EACH JAMB \\ & MULLION \\ LOCAT7oN .3 /10 r 1 1/2 S. S. S. M. 5. /4- 0 -20 mums ScREw ALTERNATE SECTION C — C' (WALL MOUNT) OPEN POSITION SCALE :: 3/8" 1" / T1 Z T TIUJT 7EST/Nr, t ENGINEERING COMPANY 8395 M r j .. 27- Ae. 2". 147 C0 0 • Wna[nS 11064 W 6B fho.� . (X5)071 -,5.10 . Fmr : (X5197/ -t331 wALTER A TKLIT Jr.. P. E. FLORIDA Lk. / 44167 MAX /MUM IMPACT EXTRUDED BAHAMA SHUTTER A554 / EXTRUDED BERTHA BAHAW SHUTTER MS re E ST. 1SST olsarlar E i ECH. Ixc 7635 w SCCONO C7. u uLCON. et. 33c• e. (OSSA 0 26) alr WV. w a[sornoi air • 2 AS SHOWN SCALE 12/17/98 GATE 98 - 304 DRAWING No SHEET 3 Of 8 k'UR£0 CONCRETE REOU/REO —�\\ TAPCON ANCHORS (SEE scH£OUL£ ON SH£Er OF 8) • o ° E. 0. ' /— EXISTING WINDOW ALTERATIVE LOCATION / FOR / t, ` (1) TAPCON ANCHOR fit Cont. 3 l J" ABn. POURED CONCRETE OR CONCRETE BLOCK REQUIRED C —= (1) 3/8" RED HEAD SL£EV£ ANCHOR W/ t 1/2" Min. PENETRATION L.1 POUR CONCRETE 30' May. SECTION C — C SCALE: 3/8 1 1 -- EXISTING WINOOW I/ ALTER® [oca7roN I ( FOR , � `-• (1) TAPCON ANCHOR Cont. OPEN POSITION (74 m.p.h. 7/4 •-20 r 1 LONG 60L7 Conf. Cont. Cont. (2) 5/16" 0 Mum. POP RIVETS 1/4" 0-20 8017 W /NUT Cont. POURED CONCRETE Cont. REQUIRED TAPCON ANCHORS\ (5E£ SCHEDULE ON SHEET 8 of 8) Cont. EXISTING wwoow i OR POURED CONCRETE OR CONCRETE BLOCK REWIRED 3 /10 r 1 1/2" EACH awe \ S. S. S. M. S a: MULLION \ \ LDCa17oN \ 1/4" 0 -20 1HUM8 SCREW 1/4" 0-20 601.T w /NUT (WALL MOUNT) WINO SPEED) E. (2) RAIVL CALK-IN CHORS/BRACKET (SEE SCHEDULE ON SHUT 8 OF 8) Cont. T SEE SCH£CUL£ ON IE 8 OF 2 FOR M:n. I SEPARATION S TO GLASS 0 Cont. Cont. Cont. SECTION C — C (WALL MOUNT) HURRICANE POSITION SCALE :: 3/8" a 1" Cont. INSIDE ARM 6063 -T6 ALLOY SCALE: 3/8 "= 1" (21 RAIL CALK -IN J ANcNoRS /BRACKET S HE or r 8 ON POURED CONCR£7E R£OU/R£D - -�� TAPCON ANCHORS (SEE SCHEOUL£ ON SHEET a OF 8) EY/STINC L. I. 187".• ~OW -� I f \\ POURED E. CGVCRETE OR CONCRETE f BLOCK / REWIRED -- --- 1 SHE17 8 OF 8 FOR Min, SE£ SCHEOULF ON 'SEPARATION "S" 70 GLASS C _ / SECTION 0 — 0 (BUILD-000 HURRICANE POSITION SCALE: 3/8" = 1" .049 "( OUTSIDE ARM :6063 -76 ALLOY SCALE : 3/8" = 1" L. Cont. OR 3 /10 r 1 1/2" S S SAL S L " r t ' X . Cont. Alum. CLOSURE ANGLE (6063 -16 ALLOY) w/ 3/16 Num. POP RN£T 0 17 "0. C. TO .ass" - 'ir Cont. Cent. Cont. Con f. Cont. ?'r 3' Ma. X.125" Cont. M.u' a O. 7 U8£ (6063 -16 ALLOY) POURED CONC IE ( SEE s ANCI. \ cw SHEET 8 OF 8) TAPCON ANCHORS 0 7' 0. C E. POURED CONCRETE CONCRETE BLDCK f R£WUAR£D 2' r 5" Mar, r 725 Cont. Mum. 8. 0. TU8£ (6063 -76 ALLOY) 0. 1 �-- 3.787' / EXISTING E. D. n m 9 .875" SERRATED TUBE 0 " SERRATED TUBE ."1._ OM CAMEL BACK HINGE 3003 -N14 Alum. ALLOY SCALE : 3/8" = 1" RINDOW 7.500" SEE 5CH£DUL£ ON SHEET 8 OF 8 FOR Min. SEPARATION 5" TO GLASS ALTERNATIVE LOCATION FOR • t 1 SECTION E — E HURRICANE POSITION SCALE: 3/8" = 1" 725" o � (BUILD -OUT) APPROVED AS COMPLYING WITH THE SOUT: FLORIDA BUILDING CODE DAT 1•szbRL.t I�cL L BY PRODUCT CON OL DIVISEON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 92 - 1Z1g 0� 114 r 5/ S. S. S ALS D6" 0. C. 3/10 -1 1/2 S. S 7", 1- X .125" Cont. Alum. CLOSURE ANGLE (6063 -T6 ALLOY) ALLOY) W/ 3/16 • Num. POP RIVET 0 12 0. C 70 ( WALK DOLTS INTO (2) . 1/ 4 2 0 ~WS EACH O Cont. C Cont. Cont. /74r 5 /4 " S S S M 5 DADE COUNTY \ / / DETAIL 3/5 / r a \,:, / o o d o o` 0 + J O R£QUIP.£L AT MIDSPAN AT SIDES (SEE SCHEDULE FOR R£OUIREMENTS) — G/5 - i - 7 F/5 0 / / / / / / / / / / /// // I/ / // / F/5 E + — (SEE SCHEDULE) SEE DETAIL 3/5 0 OR ,/ 70 r 3' S. M S W/ WASHER T)D. TOP 4! BOTTOM. o �o W (SEE SCHEDULE) UNLIMITED W1DTIl MULTIPLE UNIT DETAIL 1 SCALE: 1/2 - - 1" /. � o W/ w£9 NOTCHED TO 1.160" DEPTH TO PENETRATE Biro MEAD AND SLL. POuREO CONCRETE REOUIREO SFF fE7A;7 3/5 NOTCH 2 1/2' W'0f r 2 7/8' H/o I 3" L£C OF MOLE (0 AT EACH INTERIOR MULLION LOCATION w (SEE SCHEDULE) 0 ® REOUIR£D AT UIOSPAN AT SIDES (SEE SCHEDULE FOR R£DUIR£M£NTS) W G/5 / / / / /I /I / / / / /l'/ ELEVATIONS N. T. S SEE O£TNL 1 O R£OUIR£D AT ANDSPAN AT 1/4" 0 SIDE WAL1r. ears INTO RINVUTS=EA. . (0 0 '120. 'C. i; .'. : • SIDES (SEE SCHEDULE FOR R£OUJREMENTS) G/5 F/5 ( ; a- { POURED CONCRETE \\\\\\\\\\ ` \ REOWPEO -- � 7)0R0 AT M'OSPAN AT 510£5 (SEE SCHEDULE FOR • REOUIREAIENTS) G/5 ® F /5 - w (SEE SCHEDULE) / / / /// / / / n SINGLE UNIT / TrNC. \ TILLff TESTING R ENGINEERING COMPANY 6792 KW 36M. 3r_ Ae 2r7 WOW Pw0[h6. '10a -LP 66 Phone • 025IB7r -1732. sv : (.105)877- '531 WALTER A TILLfT jr... P. E. FLORIDA (fc. 1 44757 MAXIMUM IMPACT EXTRUDED BAHAMA SHUTTER ASS4 / ExTRUUDXO BERTHA Buuw SM/1TER EST . 1 9 5 ETAL ECH, INC. '633 w. ICCONO CT. riuLC.... ' . 3301.6 CASS& r 26) 4v. 0. 2 REQUIRED APPROVED AS COMPLYING WITH THE SOUT}FLORIDA BUILDING CODE Q DAT A 2 1991 BY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9$ - t Prsesecr 023121•02 arr W DADE COUNTY AS SHOWN SCALE 12/17/48 D4TE 98 - 304 DRAWING Ho SHEET 4 Of 8 POURED CONCRE R£OU/R£D TAPCON ANC'NORS (SEE • EET 8 O POURED CONCRETE REQUIRED 1/4' 0 -20 RMV(/T O 9" 0. C. w/ 1/4" 0-20 r 2' S S U. S RILL LENGTH (LOCATE ALWAYS AT LEAST TWO POUTS 1" AT EACH 510E OF INTRO ulJUJON, SEE ELEVATION ON SHEET 4 or 8 FCR BOLT LAYOUT) RAWL CALK -!N ANCHORS / (SEE SCHEDULE ON J V SHEET s Or 8) E. O. E. O. { 1 ) OR O Conl. Cone. SECTION F - F (FLOOR /CEILING MOUNT) HURRICANE POSITION SCALE: 3/8" = 1" (2) 1 / • -20 r 2' S. 5. N. S l// 7/8' x J /32" W9 MIT O 3" 0. C. V£RTTCILLY w/ 1/2 (00E OIS ONCE TOP dr tioTrO4 (Typ, AT EACH BRACKET) R O / 1 0 % 1 i / 5. S W. S To ( / 09C0 3 3/4 SECTION G - G (FLOOR /CEILING MOUNT) HURRICANE POSITION SCALE: 3/8" = 1" POURED CONCRETE OR CONCRETE BLOCK REOUIREO -C O DR 0i DETAIL 2 SCALE : 1/2" = 1" DETAIL 3 SCALE : 1/2" = 1" / IL ECO INC. \ 7ILiJT TESTING ! ENGINEERING COMPANY 6595 Kr J6t1A. yr_ s, 2t7. yoCer OK+OCk+S 11O44,4 33166 P00,0 . (301J07/-f5 J0 !p : (X3)671 - 1531 WALTER A. 7ILLIT Jr.. P. E. 1109(04 Lic. / 44167 ti III II ill II III 11 III II ill II 116 411 T II I (5(6 SCHEDULE (ANCFIORS � II I SHEET 8 OF 8) JI 1 71 1 11 I 91 1 11 1 it 1 11 I 11 1 APPROVED AS 'COMPLYING WITH THE SOUTH LORIDA BUILDING CODE DATE BY - _ . • - � J lI PRODUCT CON AL DIViS'•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q`6 2.2_$ -0 MAXIMUM IMPACT EXTRUDED BAHAMA SHUTTER AS54 / EXTRUOL0 BERTH4 BAMAM4 S74JT7ER E ST. 1 95 E ECECH, ixc. 7 035 w. 9[CO.+0 27. ..u.LC.... rl 3701. (.SSA 0 20) Priesorysi a1r 1 /---- (2) R ANCHORS (4. BRAO(ET) 41 —®c.@ (2) RAWL CALK -IN 4X04095 (T EA. BRACKET) 36 /0 1 1/2 - S. M.• S. (Typ. EA. BRAC ETT (2) I/ 0-20 r 2 S S u. S. W/ 7/8' r 3/32' wMNG NUT 03 "0. C. VERTICALLY N/ 1/2" EDGE DISTANCE TOP & BOTTOM (ryp. AT EACH BRACKET) 0.72 DADE COUNTY AS SHOWN SCALE 12/17/98 041E 98 — 304 DRAWING No SWEET 5 or 8 is 0 ;DAIL 0 V7 REOUIR£O 0' Mor. Cont. WOOD SILO 0 24 . 0. C. R£OUIRED WOOD HfAD£R E Y1577NG WIN0CW' EXIST WINDOW 1/4" e r 3" LONG LAG SCREWS 0 6' 0. C. w 1 1 /1' Alin. PENETRATION TO £YTS7JlYG W000 HEADER. Cont. Cont. Cont. Conf. Cont. L 1/4 -20 THUMB SCREW 1/4 0-20 BOLT W/NUT (1) 1/4" 0 r 3" LAC SLIPEW • EACH STUD (1HDWf0TH OF STUB 2' ACn. NOMINAL) ANO w/ 1 1/2" Min. PENETRATION IMO EXISTING STUD. 0 EACH JAMB At M LLJON LOCATION 1 /4 4-20 THUMB SCREW t /4' 4-20 SOLT w/NUT (f) T /4" s r r LAC SCREW 0 EACH S7UO (MJOwIOTH OF STUD. 2" AG,. NOMJNAL) AND w/ 1 1/2" Awn PENETRATION INTO £Y15TING STUD. (2) 3/15" a Alum. POP RIVETS C EXIST /NC WINDOW Cont. OR Conf. OPEN POSITION DETAIL : (74 m.p.h. OR LESS WINO SPEED) SCALE: 3/8" = 1" O EACH JAMB & AMULUON LOCATION Cone \ (2) 3/16" Akan. \ 1/4 •-20 BOLT W/NUT � \O! O Cont. 1/4" a r 3" L ONG LAC SCREWS 0 6' 0. C. TO £X157iNG 14000 H TR 0 (ON ACfR. / 111.2: 1 i rilm- WOOD HEADER REOJIRED +EE£ SCHEDULE ON SHEET 8 OF FOR MINIMUM SEPARATION "S • To a ass 0 4 O F ALTERNATE OPEN POSITION DETAIL SCALE: 3/8" - 1" ALTERNATIVE 1 HURRICANE POSITION SCALE: 3/8" = 1" (ED Cont. Conf Cont. OR CI) ) Cont. Cont. Cont. 3 110 r 1 7/2" S S. S. u. S (2) 1/4" 0 -20 ELCO mole /female PANELMATE W/ 1 7/8" MINIMUM PENETRATION AT M/OW10TH OF EXISTING W000 PLATE intimi %, k / AI_ ., tri. 187 WOOD HEADER R£OUIR£0 — SEE SCHEDULE ON SWEET 8 OF 8 FOR MINIMUM 5 EPA7ATK)N "S" TO C.ASS EXISTING WINDOW ✓ NOTES : . ... • 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN. WIND' LOADS LESS OR £DUAL THAN +62.0. -75.0 p.s.I. ANO Nor. SHUTTER SPAN AS PER SCHEDULES ON SHEET 8 OF 8. " 2. NEW 2" r 6" P. T. 70 8E SOUTHERN PINE No. 2. SURFACED .DRY WITH 19 9, N. AI. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMIERS 70 l 8E SO UTHERN _ = PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. WALL MOUNTING INSTALLATION & BUILD -OUT - SECTION A INSTALLATION DETAILS ON EXISTING WOOD i:�l•!1!�x�� o 7 :V' / ALTERNATIVE 2 HURRICANE POSITION SCALE 3/8" = 1 " 1 /4" a Y 3 L ONG LAC SCREWS 0 6" 0. C. W 1 1 / ?" MA. PENETRATION TO EXISTING WOOD HEADER. 1 r 1 ' r . 125" Cont. Arum. CLOSURE ANGLE W(6063-Ts %6" ALL OY) Alum. POP RIVET 0 12' 0. C. TO 3 1'O r t 1/2" S S S. M S (2) 1/4 0 -20 &CT7 mole/lemole PANELMATE W/ 1 7/8" AAn. PENETRATION AT WOWIOTM OF £X1STfNG W000 PLATE Conf. Con © OR (_/) Cont. Conf. Cont. iT INC . \ TIILlT TESTING t ENCJNEERR40 COMPANY 6593 NW 36w ft_ Ste 515. I CAROM R611036 35160 Away . (335)671 -1330 . Fw : (305)071 -7531 WALTER A 7/LLJT Jr.. P. E. FLORIDA Lic. 1 44767 114 r 3/ S S. S Al. S h n ww-4. dim EXISTING � - -SEE SCHEDULE ON SHEET-- - 8 OF 8 FOR KW :WM ScPARATSON "S' TO GLOSS W000 HEADER R£OWREO 3.157" ALTERNATIVE 3 HURRICANE POSITION SCALE: 3/8" = 1" 1/4 d Y 3 LONG LAG' SCREWS O 6' 0. C W 1 1/2 Min. PENETRATION TO EXISTING WOOD HEADER. 2' • 3' r .725" Conf Atom. TUBE (6063 -T6 ALLOY) 114 r 3/ S S 5. M. S 0 6' 0. C. cont. J °R L Cont. Cont. Conf. 1' r 1* r .125" Conf. Alum. - CLOSURE ANGLE (6063 -T6 ALLOY) � w/ 3/16' 0 NWT/ POP RIVETS O 12' 0. C TO 0 BOLTS Afro (2) 7/4" WALK ` RNNUTS EA. 2 Y 3' Mar. r 125' Conf Alum. 8. O. TUBE (6063 -76 ALLOY) 1/4 • r 3'LONO LAC SCREWS O 6" 0. C. W/ 1 1/2" min. PENETRATION TO EXISTING 04700 PLATE. APPROVED AS COMPLYING WITH THE SOUTHOFLQRIDA BUILDING CODE BUILDINGS DATF ua2 Z\.} 19 BY PRODUCT CO 0L DIV'iS :ON BUILDING CODE COMPLIANCE OFFICE 1CCEPTANCE NO q C C ` 1 ZIT ' 0 4 DADE MAXIMUM IMPACT EXTRUDED BAHAMA SHUTTER ASSA / LXTRtJO£0 HERNIA HANUMA 9NTTER ETAL ECH, rwc. 7030 ••. SCCONO CT. 1.1•6LC.•.. RL 330. !ASS* 0 26) 6ne Cont. Cont. () Cont. 3110 • 1 1/2'3 S 5. M. 5. o. COUNTY AS SHOWN SCALE 12/77/58 DATE 98 — 304 ORA WINO No SNEEr 6 OF 8 W000 HEADER P'EOUIREO �S£F SCHEDULE ON SHEET 8 OF 8 FOR M/NINUM SEPARATION ''S" TO CLASS 1/4" 0 x FLAG SCREWS 4 6 0. C. w/ 1 1/2 Min. PENETRATION ALTERNATIVE 4A Cont. Cont. Cont. Co Cont. 1/4" 0-20 ELCO female PANELAIATE 0 6" 0. C. w/ 1 7/8" AlM. PENETRATION INTO WOOD DECK K000 TRUSSES OR RAFTER 0 24" 0. C. R£OL%R£D 1 14 x 3/4" S. S S. M. S. ® 6 "0. C. S££ SCHEDULE ON SHEE7 8 OF 8 FOR ANNAN/N SEPARATION TO CLASS Cont. 1/4" 0 - 20 RIVNUT 0 9" 0. C. W/ 1/4' 0 -20 w 2 S. S M. S. FULL LENGTH (LOCATE ALWAYS AT LEAST 71447 BOLT$' 1" AT EACH SIDE OF INTERIOR MULLION. SEE ELEVATION ON SHEET 4 OF 8 FOR BOLT LAYOUT) 2" r 6" W000 DECK REQUIRED NoTES : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WINO LOADS LESS OR EOUAL THAN +62.0. -75.0 p.s.f. AND Mar. SHUTTER SPAN AS PER SCHEDULES ON SHEET 8 OF 8. 2. NEW 2" x 6 P. T. TO 8E SOUTHERN PINE No. 2. SURFACED DRY WITH 19 z AI M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. Z w/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ALTERNATIVE 48 FLOOR /CEILING MOUNTING INSTALLATION - SECTION A SCALE: 1/4" = 1 " Ccal l ---{h ! coast. OR �J Cont. Cont. $" r 3/16" A6n. Alum. PLATE Cone. (6063 -75 ALLOY) W/ (2) 5/16 e " LAC SCREWS TO EACH JOIST: LOCATE SCREW' AT ANOW/DTH OF EX15T7NG w000 MEMBER (2 Nin. NOMINAL W107 w/ 2 Wm. PENETRATION. 1/4' 0 -20 ELCO female PANELMAT£ 0 6" 0. C. W/ T 7/8" Alin. PENETRATION INTO WOOD O£0( 1/4" 0 -20 RIVNUT 0 9" O. C. W/ 1/4" 0 -20 r 2" S S. N. 5. FULL LENGTH (LOCATE ALWAYS AT L E A S T T W O BOLTS I " AT EACH SIDE OF INTERIOR MULLION SEE ELEVATION ON SHEET 4 OF 8 FOR BOLT LAYOUT) 2" r 6" WOOD DECK REQUIRED R£OUIR£0 CORNER (Tyo,) (2) 1/4" 0 ELCO female PANELMA7 W/ 1 7/8" M.n. PENETRATION --- - 3/16" 0 POP RIVET 0 6" 0. C. (1 PER BLADE) 0 REAR ONLY • 10 x 1 1/ S. �`.� S. N. S. TO I>OR J 10 r 1 1/2" S. 5 5. M 5. To CL oo cZ 2" x 4" W000 STUDS REQUIRED 0 CORNER (Typ.) (2) 1/4' 0 - 20 x 2' S S M. S. w/ 7/8" r 3/32" WING NUT 0 3" O. C. VERTICALLY W/ 1/2" EDGE DISTANCE TOP & 80170M (Typ. AT EACH BRACKET) INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SECTION A-A (WALL MOUNT) PA N£ L HATE 7/8 female Min. PENETRATION SECTION G -G (2) 1/4" 0 -20 RMVUTS W/ (2) 1/4" 0 -20 x 1 1 /2 S S M. S. 0 3" 0. C. VERTICALLY w/ 1/2" EDGE DISTANCE OR (2) /10 x 1 1/2" S. S. S. . U. S. TOP & 8OTTON (Typ. AT EACH BRACKET) SCALE : 1/4" = 1" (FLOOR /CEILING MOUNT) SCALE : 1/4" = 1" 91111 /1 itF NC. \ TILLUT TESTING & ENGINEERING COMPANY 8591 kr 31RA. SL Ste. 217 win.. CARCCWS nowoO 1318.6 (X7.871 -1 for : (305)871"1731 WALTER A. TILL(T Jr., P. E. FLORIDA Lic. / 44167 3/16" 0 POP RIVET 0 6' 0. C. (1 PER BLADE) 0 REAR ONLY n w air T I E-'7. 1 937 2" x 4' W000 STUDS R£OUIREO 0 CORNER (TYP•) (2) 1/4" 0 ELCO (emote PAN£LMATE W,' 1 7/8' Min. PENETRATION 10 x 1 1 / S. S. M. S TO 1 OR J0 J 10 r 1 7/2" S. S S. 14„,„S. TO ( OR(4) / 14 r 3/4" S. S. S. M. S 0 9 0. C. SECTION B -B (WALL MOUNT) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE SCALE : 1/4" = 1" DST BY PRODUCT CONTROL DIVISION BUILD :NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. �f ZZ-S t79- MAXIMUM IMPACT EXTRUDED BAHAMA SHUTTER ASSA / EXTRUDED BERTHA BAHAW SHUTTER ETAL ECM, me. 7635 w_ SCCO.O Cf. ."' .t.w. rl 330 (ASS& • 26) a.n• OR 2" x 3 3/16 (Max.) 1 /8" '.'LOSUR£ Alum. ANGLE (Con1.) (2) 1/4" 0 -20 R :VNUTS w/ (2) 1 /4" 0 -20 x 1 1/2" S. S. Al. S. 0 3" 0. C. VERTICALLY w/ 1 /2' EDGE OISTANCE OR (2) /10 x 1 1/2" S. S. S. .A./. S TOP & BOTTOM (Typ. AT EACH BRACKET) DADE COUNTY AS SHOWN SCALE 12/17/98 DATE 98 - 304 DRAWING No SHEET 7 OP 8 7 7 IV W000 HEADER P'EOUIREO �S£F SCHEDULE ON SHEET 8 OF 8 FOR M/NINUM SEPARATION ''S" TO CLASS 1/4" 0 x FLAG SCREWS 4 6 0. C. w/ 1 1/2 Min. PENETRATION ALTERNATIVE 4A Cont. Cont. Cont. Co Cont. 1/4" 0-20 ELCO female PANELAIATE 0 6" 0. C. w/ 1 7/8" AlM. PENETRATION INTO WOOD DECK K000 TRUSSES OR RAFTER 0 24" 0. C. R£OL%R£D 1 14 x 3/4" S. S S. M. S. ® 6 "0. C. S££ SCHEDULE ON SHEE7 8 OF 8 FOR ANNAN/N SEPARATION TO CLASS Cont. 1/4" 0 - 20 RIVNUT 0 9" 0. C. W/ 1/4' 0 -20 w 2 S. S M. S. FULL LENGTH (LOCATE ALWAYS AT LEAST 71447 BOLT$' 1" AT EACH SIDE OF INTERIOR MULLION. SEE ELEVATION ON SHEET 4 OF 8 FOR BOLT LAYOUT) 2" r 6" W000 DECK REQUIRED NoTES : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WINO LOADS LESS OR EOUAL THAN +62.0. -75.0 p.s.f. AND Mar. SHUTTER SPAN AS PER SCHEDULES ON SHEET 8 OF 8. 2. NEW 2" x 6 P. T. TO 8E SOUTHERN PINE No. 2. SURFACED DRY WITH 19 z AI M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. Z w/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ALTERNATIVE 48 FLOOR /CEILING MOUNTING INSTALLATION - SECTION A SCALE: 1/4" = 1 " Ccal l ---{h ! coast. OR �J Cont. Cont. $" r 3/16" A6n. Alum. PLATE Cone. (6063 -75 ALLOY) W/ (2) 5/16 e " LAC SCREWS TO EACH JOIST: LOCATE SCREW' AT ANOW/DTH OF EX15T7NG w000 MEMBER (2 Nin. NOMINAL W107 w/ 2 Wm. PENETRATION. 1/4' 0 -20 ELCO female PANELMAT£ 0 6" 0. C. W/ T 7/8" Alin. PENETRATION INTO WOOD O£0( 1/4" 0 -20 RIVNUT 0 9" O. C. W/ 1/4" 0 -20 r 2" S S. N. 5. FULL LENGTH (LOCATE ALWAYS AT L E A S T T W O BOLTS I " AT EACH SIDE OF INTERIOR MULLION SEE ELEVATION ON SHEET 4 OF 8 FOR BOLT LAYOUT) 2" r 6" WOOD DECK REQUIRED R£OUIR£0 CORNER (Tyo,) (2) 1/4" 0 ELCO female PANELMA7 W/ 1 7/8" M.n. PENETRATION --- - 3/16" 0 POP RIVET 0 6" 0. C. (1 PER BLADE) 0 REAR ONLY • 10 x 1 1/ S. �`.� S. N. S. TO I>OR J 10 r 1 1/2" S. 5 5. M 5. To CL oo cZ 2" x 4" W000 STUDS REQUIRED 0 CORNER (Typ.) (2) 1/4' 0 - 20 x 2' S S M. S. w/ 7/8" r 3/32" WING NUT 0 3" O. C. VERTICALLY W/ 1/2" EDGE DISTANCE TOP & 80170M (Typ. AT EACH BRACKET) INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SECTION A-A (WALL MOUNT) PA N£ L HATE 7/8 female Min. PENETRATION SECTION G -G (2) 1/4" 0 -20 RMVUTS W/ (2) 1/4" 0 -20 x 1 1 /2 S S M. S. 0 3" 0. C. VERTICALLY w/ 1/2" EDGE DISTANCE OR (2) /10 x 1 1/2" S. S. S. . U. S. TOP & 8OTTON (Typ. AT EACH BRACKET) SCALE : 1/4" = 1" (FLOOR /CEILING MOUNT) SCALE : 1/4" = 1" 91111 /1 itF NC. \ TILLUT TESTING & ENGINEERING COMPANY 8591 kr 31RA. SL Ste. 217 win.. CARCCWS nowoO 1318.6 (X7.871 -1 for : (305)871"1731 WALTER A. TILL(T Jr., P. E. FLORIDA Lic. / 44167 3/16" 0 POP RIVET 0 6' 0. C. (1 PER BLADE) 0 REAR ONLY n w air T I E-'7. 1 937 2" x 4' W000 STUDS R£OUIREO 0 CORNER (TYP•) (2) 1/4" 0 ELCO (emote PAN£LMATE W,' 1 7/8' Min. PENETRATION 10 x 1 1 / S. S. M. S TO 1 OR J0 J 10 r 1 7/2" S. S S. 14„,„S. TO ( OR(4) / 14 r 3/4" S. S. S. M. S 0 9 0. C. SECTION B -B (WALL MOUNT) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE SCALE : 1/4" = 1" DST BY PRODUCT CONTROL DIVISION BUILD :NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. �f ZZ-S t79- MAXIMUM IMPACT EXTRUDED BAHAMA SHUTTER ASSA / EXTRUDED BERTHA BAHAW SHUTTER ETAL ECM, me. 7635 w_ SCCO.O Cf. ."' .t.w. rl 330 (ASS& • 26) a.n• OR 2" x 3 3/16 (Max.) 1 /8" '.'LOSUR£ Alum. ANGLE (Con1.) (2) 1/4" 0 -20 R :VNUTS w/ (2) 1 /4" 0 -20 x 1 1/2" S. S. Al. S. 0 3" 0. C. VERTICALLY w/ 1 /2' EDGE OISTANCE OR (2) /10 x 1 1/2" S. S. S. .A./. S TOP & BOTTOM (Typ. AT EACH BRACKET) DADE COUNTY AS SHOWN SCALE 12/17/98 DATE 98 - 304 DRAWING No SHEET 7 OP 8 BAHAMA SHUTTER TYPE cis( I : WALL + watt uouvr MULTIPLE UNIT ELEVATION CASE II : TRAPPED TOP /BOTTOM OR TRAPPED AT SIDES • 90E5 ( SHEEr s or 8) SHEET 2 Or 8 sof GR BRACKET (TYR) SIDE & SILL BRACKETS *: SIDE & SILL BRACKETS ** A OR {`: TO BLOCK TO CONCRETE TO BLOCK Mar. 1 Mar. 2" Max. "1v" Mar. "L" Mar. 1r Mar. ." Mar. 1v" Mar. 2" - 55.7 S.'?( BRACKET 96" 42" 96" fTVP..% 84" > ATE SIDE 84" -65.0 42" 96" 42" 96" 36 1/2" $4" a 72" 31" 84 -75.0 42" a 42" 96" I 83" 36 1/2" 62" 27" 83" -83.0 42" 96" I— w w—i 1.---w--4.--w—:1 --} - 1 --UNLI L 7 n ° S I— ~u os MTEO /--.4 DESIGN PRESSURE RATING (p. . ) AND CASE MAXIMUM UNIT W WIDTH "" (IN) MAXIMUM SPAN "L" (IN) W/O SIDE BRACKET W/ SIDE BRACKET INTERIOR MUWON TYPE REOU/RED MINIMUM SEPARATION TO GLASS (IN) CASE I +50.0 . -43.3 36 1/2" 72 1/2" N/A Al 2 1/2" CASE ! +62.0 . -75.0 36 1/2" N, /A 83" A2 2 3/8" CASE it +62.0 • -75.0 36 1/2" N/A 84" A2 2 3/8" MAXIMUM NEGATIVE SINGLE UNITS MULTIPLE UNITS DESIGN PRESSURE RATING (p.s. f.) SIDE & SILL BRACKETS *: SIDE & SILL BRACKETS ** TO CONCRETE TO BLOCK TO CONCRETE TO BLOCK Mar. 1 Mar. 2" Max. "1v" Mar. "L" Mar. 1r Mar. ." Mar. 1v" Mar. 2" - 55.7 42" 96" 42" 96" 35 1/2" 84" 56" 84" -65.0 42" 96" 42" 96" 36 1/2" $4" 36" 72" 31" 84 -75.0 42" 96" 42" 96" 36 1/2" 83" 36 1/2" 62" 27" 83" -83.0 42" 96" 42" 96" N/A N/A N/A N/A -100.0 42" 96" N/A N/A N/A N/A 36" 63 BAHAMA SHUTTER TYPE SINGLE UNIT ELEVATION CASE I : WALL + W4LL movto CASE 11 : TRAPPED TOP/80T7041 OR TRAPPED AT SO£S + 51DES (SHEET 5 Or 8) (skEEr 2 Or 8) ROE BRACKET rya) AL rERUATE 510C 9" O. C. c v J SIDE BRACKET (rya) „ BRACKET I. -W-4 1..--W—•4 DESIGN PRESSURE RATING (p. s.4) AND CASE # MAXIMUM UNIT WIDTH "W" IN MAXIMUM SPAN "1- (IN) `y /0 SIDE BRACKET W/ SIDE BRACKET MINIMUM SEPARATION TO GLASS (IN) CASES I & II 4 56.0 . -63.0 42" 52" N/A 3 1/8" CASES I &11 475.0 . -100.0 42 " N/A 96" 2 1/8" DESIGN PRESSURE RATING (p. s. f.) SINGLE & MULTIPLE UNITS TOP a BOTTOM TO CONCRETE ALL PRESSURES COVERED IN SCHEDULE # 1 & ! 1A 9" O. C. • • • SCHEDULE # 1 MAX /MUM SINGLE UNIT FOR A CORRESPONDING DESIGN PRESSURE AND MOUNTING TYPE SCHEDULE r# 2 LIMITATIONS FOR SINGLE AND MULTIPLE UNITS BAHAMA SHUTTER'S UNIT WIDTH (IN), SPAN L (IN) AND CORRESPONDING MAXIMUM DESIGN PRESSURE (p.s.f.) FOR THE INSTALLATION OF SIDE & SILL BRACKETS INTO CONCRETE & MASONRY BUILDINGS BY MEANS OF (2) 1/4" 0 7/8" RAWL CALK —IN ANCHORS * * FOR ELCO PANELMATES ((2) 1/4" 0 W/ 1 7/8" PENETRATION) USED AT SILL & SIDE BRACKETS FOR INSTALLATIONS INTO WOOD. SEE SCHEDULES � 1 & ! IA FOR SHUTTER SIZE. * * IN ANY CASE. MAXIMUM 14 & 2" VALUES W/ CORRESPONDING DESIGN LOADS SHALL NOT EXCEED MAXIMUM VALUES INDICATED ON SCHEDULES! 1 Fr 14. SCHEDULE L# 1.4 MAXIMUM MULTIPLE UNIT FOR A CORRESPONDING DESIGN PRESSURE AND MOUNTING TYPE SCHEDULE # 3 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES ©, ©, OR AS WELL AS SILL ANGLE QQ AT BOTTOM (AS APPLICABLE) FOR INSTALLATIONS INTO POURED CONCRETE HEADERS AND SILL * ** * ** SEE SHEETS 6 & 7 OF 8 FOR ANCHOR SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. /1 uINC. \ TILLJT TESTJJ.Ci & ENGINEERING COMPANY 6595 NM. NA. Z. St. 11>. MOM ORWJdS. r't7 TJlere Nvow : (305)87' -1530. 'or : (305)871 -IS31 WALTER A. TILLlr p. f. FLOR.D4 Lk. I 44757 MAXIMUM IMPACT EXTRUDED BAHAMA SHUTTER ASSA / EXTRUDED BERTHA BAN NA 3Y'T ITTER E i i ECK. mc. ES7.1 57 7635 W. SECONO CT. .,,ALEAN. FL 330.4 (*as* • 26) , APPROVED AS COMPLYING WITH THE SOUTH , 1 • IDA BUILDING CODE DAT ' Q. Q. BY PRODUCT CONTROL DIVIS ON BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO. S-_ iiJ •O Arx+na► 1 O•'1 1 0M A' 1 OtlOT"r0r i arc SHEET 8 Or 8 • DADE COUNTY' AS SHOWY SCALE 72/17/98 DATE 98 — 304 C•AWIMQ t o PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address au) sr Tax Folio Legal Description Historically Designated: Yes Master Permit # 4 Owner/Lessee / Tenant Pao) Owner's Address Z 6 p nF �S ' Contracting Co.SUO t U0 I'UlUw Qualifier %7t State # 1 t ``f7 Municipal # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ILECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN exts�„� � s � WORK DESCRIPTION ?lac( h y I -1-- c k (/U t I o S Cp.) 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 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 la ws rep lj/at s . ction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Ar ‘/,7„/9-2- Signature of owner and/or Condo President Date Signature of Contractor or Owner - Builder Date 11 'Oa if/ 1 ∎ otary as to Owner and/or Cond Pre d Date Notary as to Contractor or Owner - Builder Date My Commission Expires: My Commission Expires: , t cY Po ,''',;:[ :- . .. o. /. >,..;... t .. . i N �� /r aJ .� - . �.�� . ('‘ 0; , `() FEES: PERMIT RADON Building Phone qS 3 • Address /6 7S0 90 ai /6171 SS# -_- Phone Competency # Ins. Co. Estimated Cost (value) Z C) d C.C.F. ;' T I NOTARY Electrical No APPROVED: Zoning Mechanical Plumbing Engineering • HFRK23 t'.2 I 0:4? FROM 'YRLE C:' R'. :'N rIFi MFTRODADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yak Ogron Manufacturing Co. 671 West 18 Street Hialeah FL 33010 Acceptance No.:95- 0515.08 Expires:12 /28/98 Approved: 12/28/95 T O SUM Fi I F' F'IzIGE . 00 1 METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372.6339 Your application for Product Approval of: Heavy Duty Custom YE -132 Mullion for Yale Ogron Windows under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted I Applicant, along with Drawing No. M95 -14C, Sheet 1 of 1. (For listing, see Section 8 of this Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re-evaluate this product or material should any ammendrnents to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, it' it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodfiguez Product Control Supervisor THIS IS THE CO'VERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL. CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance D Metropolitan Dade County APR i 2. ,' 07 I1:44 FROM YALE OGRON MFG TO SII AIR PAGE.002 ACCEPTANCE No.: 95-Q515,01______ APPROVED : DEC 2 8 1995 EXPIRES : DEC 2 8 1998 NOTICE OF ACCEPTANCE: ,SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 del Designation Yale Ogron Heavy Duty Custom Mullion YE -132. To be used to suppor only Yale Ogron Series 500 Single Hung Windows. Series 800 Awning Type Window and/or Fixed (Picture) Windows, with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of: 2.1.1 An extruded aluminum solid T shape (Part YE -132) 1.25" face x 3.00" deep x .125" flange/ .080" web thickness, of aluminum alloy 6063 -T5. The properties of the jamb members are not added to the properties of the mullion. 2.2 Tested specimen: A side - by - side configuration, consisting of two 40" x 74 - 1/4" single hung window units mulled together. Overall dimensions: 6' 8" wide x 6' 2 -1/4" long overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically, as shown in Section 10. 3.2 Mullions are to he used only to support Yale Ogron Series 500 Single Hung Windows, Series 800 Awning Type Window and/or Fixed (Picture) Window with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 74 1/4" 3.4 For Design Pressure Rating vs. Mullion length, see "SH, ATW, PW Mullion/Anchor Load Chart" on Drawing No. M95 -14C, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 3.5 Window sizes and design pressures are to be limited to those appearing on Chart referenced above an listed in their individual Notices of Acceptance. 4. INSTALLATION: 4.1 VerticaLApplicatl9n only; Two 1 1/2" x 1 1/2" x 1/8" x 1 1/2" long aluminum clip angles (one on each side of the web) secured at each end of the mullion (totaling 4 clip angles) using two # 10 MS thru bolt w /nut spa 1 1/8" apart and anchored to a 2x wood buck or with two 3/16" Tapcons (1 per angle) directly int masonry with a minimum embedment of 1 1/2", spaced 1 1/8" apart, as shown on Drawing No. M95 - 14C, Sheet 1 of I, bearing the Dade County Product Control approval stamp. Manuel Perez, P.E. Plans Examiner I Product Control Division APR k23 "07 10:45 FROM YALE OGRON MFG TO SUN AIR PAGE.O03 ygj ron Monuffic trinzSr ACCEPTANCE No.: 9_LQ. 15.Q8 DEC 2 8 1995 APPROVED EXPIRES DEC 281998 NOTICE_QF ACC EP_ TANCE: _ SPECIFIC CDND 1T1ONS 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.3 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DiN 50018. Aluminum contacting metals not considered compatible shall he properly protected. 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height. length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 NAG This mullion cannot be installed as part of an impact resistant unit. Manuel Perez, P.E. Plans Examiner 11 Product Control Division App 42:3 `'?T 10: FP011 YALE OGRON MFG Yalit_OgroL attf LtI ring -C-Q. 7. TESTS PERFORMED TEST UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE UNIFORM STATIC PRESSURE DESIGN LOADS SFDC PA 202 -94 NEGATIVE UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 PA 20 ? -94 POSITIVE 30 Seconds (3/16" annealed) RESULTS - 2b - TO SUN AIR PAGE . 1.104 ACCEPTANCE No.: _9_5 DEC 2 8 1995 . EXPIRES : DEC 2 8 j 9 9 S APPROVED LOTI.CE CE$TANC- . DITION$ TEST LOADS *42.0 PSF FTL -1 292 .42 0 PSF FT I. -1292 *63.0 PSF FTL -1292) -63.0 PSF FTL - 1 292 DESIGN LOADS +42 0 PSF ETL -1292 -42.0 PSF F'1 L -1292) +63.0 PSF FTL -1292 -63.0 PSF FTL -1292 I,MIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds (3/16" annealed) This is a verification test only. For Design Pressure Rating vs. Mullion length, sec "SH, ATW, PVV Mullion /Anchor Load Chart" on Drawing No. M95 -14C, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1292, dated September 27, 1995 signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: • 8.2.1 Drawing No. M95 -14C, Yale Ogron Mfg., "S.H. Custom Mullion " Sheets 1 of 1, prepared by Al- Farooq Corporation, dated 11/20/95. signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: dated 8.3.1 Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, 11/9/95. revised on 11/21/95, signed and sealed by Humayoun Farooq, P.E. Manuel Perez. P.E. Plans Examiner 11 Product Control Division APR 27 'ST 10:4E FROM YALE OGRON MFG r Y le_O fact u r'ne o. TO 3Utl AIR ACCEPTANCE No.: 95- 0515.08 APPROVED EXPIRES ••1 • t ITI - 2c- I PAGE.005 DEC 2 8 j995 DEC 281998 9. COMPARATIVE ANALYSIS: Sce "SH, ATW, PW Mullion /Anchor Load Chart" on Drawing No. M95 -14C, Shect 1 of 1, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: See Drawing No. M95 - 14C, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. Manuel Perez, P.E. Plans Examiner 11 Product Control Division APR 23 '97 1 t_t : 47 FROM YALE OGRON MFG Florida Building Code. APPROVED EXPIRES NOTTCE.OF ACCEPTANCE STANDARD CONDtT1QQ END OF THIS ACCEPTANCE - 3 - TO SUN AIR FAGE . OEE n Cs. ACCEPTANCE No.: Q5- 0515.08 1. Renewal of this Acceptancc (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 followit statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it a) There has been a change in the South Florida Building Code affecting the evaluation of this product and th 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 taus for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be dui in its entirety. 7. A copy of this Acceptance as well at approved drawings and other documents, where it applies, shall be provided to ti user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not bc resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. • r r . ► r 9. w a DEC 2 8 1995 DEC 281998 21i 1 r la 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, sha be as tested, but in no case shall exceed 24" on center. The first fastener shall bc located at a maximum of 6" from ea( corner arid mullion or stile. Fa;rcrier shall fully penetrate thr, hu. r, who)h ;hall "1r ;i7P a: ?bc (Irv! 7Pved •.1/!" the unit. No wood or plastic shields or pins shall be used for anchoring. See section tour (4) of this appiuvttl fur site fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapte 36 of the South ' Manuel Perez, P.E. Plans Examiner Product Control Division SH. ATW, PW MULLION /ANCHOR LOAD CHART SIZES DESIGN LOAD CAPACITY - PSF WINDOW DIMS ANCHORS MULLION WIDTH (IN.) HEIGHT (IN.) HEAD AND SILL W L A A2 YE -132 19.1251 28.000 300.0 300.0 300.0 26.5001 28.000. 148.3 300.0 300.0 37.0001 28.000 148.3 300.0 298.1 53.1251 26.000 148.3 300.0 207.8 19.125 38.375 90.9 196,5 264.8 26.500 38.375 75.3 181.8 191.1 37.000 38.375 88.1 146.5 138.9 53.125 38.375 88.1 148.3 1 95.3 19.125 50.625' 63 8 137.2 152.1' 28.500 50 625 50.6' 108.8 109.8 37.000 50.625 ` 42.21 90.6! 78.8 53.125 50.825 39.1 84.1 54.8 19.125 63.000 49.0 105 4 98.2 26.500 63.000! 38.0 81 7, 70.9 37.000 63.000' 30.4 65.4 ' 50.8 53.125. 63.000 25.9 55.6. 35. 10 I/C 7.1 'CA Afl.. A7 I AA '7 CCNMECTION TO STp1C1UK 4IM 1AA110N CUP ANCHORS IK 4000 1 S 3 L t I- i - I(• , ! I r .iv1NODV Vt8TN- VINDO1 VIDTN -.-I ALL TTtr400 5 mei 11414 24 -1/2• TO HLAvE moues a arati OF HEAD t AL. FOR OTTER POONEIER 41104045 RIM TO MOO= APPRO/AL. MCNORING COMMONS vARYNO FROM 11103E WOO M 11CSE CALCULATIONS RAPER TO SEPARATE ENGBEERDNC REVIEW. YE- 32 '0 1LS M/ NUT 4 6' FR04 ENOS at 24' 0.C. WAX 3/ 8 UP TO 35 -3/6 H1C4 - 4 /.aAA8 OVER 38 -3/8 HICK T/P'CAL 4000 BUCKS NOT BY YALE 00404 MUST s%/STAIN LOADS 4IPOSED 10 5.4.5. 1 -1 Hw EMBED TYPICAL wwOY4 POO 1/6004 SEE CORRESPONDRIC COHPARATNE AMALYSLS 41!40043 uN BE Sit AWNING OP P.N. •E -102 • i / 4' MAv • A •• 2kECAZ,f r )'I' 3/ TAPCONS 1 - , /2' min EMBED. 1 -1/8• HIM. A T.W. • 1/4' MAX - 10 M.S. N,' $1/T 2/ A1* L. 1W. SEE WLUO4 CHART TYPICAL '414004 4RAA4: ATM. S.H. 04 P.4. 1 -1/2 X I -1/2 x 1/8" ALUM ANGLE MU11 !ON ARRANCEFMFNTS CAN BE AS SHOWN OR ANY COMBINATION OF THE ABOVE, • SHIMSPACE MO LMT fOR AwC►4OR TYPE A 1s 1 /4' WAX 404 *01011 TYPE 'A2' HERO & SILL ANCHORS FOR MULLED WINDOWS W/ MULI ION CUPS. FOR SERIES 800 ATW. MT A, c u:l rt ;c ' I1 N1 SERIFS 500 S.H. OR PICTURE WINDOWS eD' 3.r. E YE -626 P STEP 1 STEP 1 STEP 4 S • ccv:.a Gv•:';1 YALEM2C ,c :.: 1 , I! N1c6- 05t5.OB. INSTRUCTIONS; USE MUWON /440104 LOAD CHARY AS FOLID#S OETQOIU4E DESIGN LDM 4E0UFCD POP ASCE 1 - 48. FOR PMRCUTAR GPEN USE DAD( CC■MTY APPR0vE0 GLA2140 YRODIICTS MEETING ABODE LOAD REOIAREIAMS. USE CDMIE1Tp1 TO WWON AS PEP PRODUCT APPROVAL Own 141IU201 LOAD CHART DETERANIE uuWON CAPACITY WI404 MUST OCCEE) T OTIGN L( SPECW1ED w STEP 1 ABOVE U5 10 MCHOR two awry SEIER ANCHOR A1T11 MOON MnsG MGRS Nov 1HE DE31014 LOADS SPEC6IED M STU 1 ABOVE. ANCHORS COLUMN A = NO SHIM SPACE LIMIT [USE 3 TAPLbnS � COLUMN A2 = 1/4' MAX SHIMS HEAD 41 ply 4/ 1 -1/4' HIN. 06E1E1. 26.500 74 250 31.0 66 6 37.000 , 74.250 24 3 52 2 __ 53 125. _ 74 250 �19 8 _ 42.5 34.2 23 .8, H,.IEER: FyMAYC,N :MCC'O Nc ,4's; VE E. 11 19 stood 1 of 1 j 'lI -n -n I f1 APR 18 '97 12:92 FROM YALE OGRON MFG TO SUN A l R PAGE .001 •- 114 rao.oe._.E _ METROPOLITAN DADE COUNTY, ( • ,.....r. • METRO DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 MEMO (.1AfE FI.AGI_ER BUILDING IC; WEST FLAGLER STREET MIAMI. FLOFIIOA 33130.1563 (305) 375.2901 FAX (305) 375-2908 IN : F. HNE T. mdcc01 @ shadow.nel PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 • PRODUCT CONTROL NOTICE OF ACCEPTANCE . Yale Ogron Manufacturing Co. 671 West 18 Street Hialeah 'FL 33010 Your application for Product Approval of: Series "580 ".4luuninum Single 1-lung Window under Chapter 8 of the Metropolitan Dade County Code goverliing the use of Alternate Materials and • Types of Construction, and completely described in the plans, specifications and calculations as'submitted b. Applicant, along with Yale Ogron Manufacturing Co. Drawing Number 11'96 -38 s /rcitR I and 2 of 2 dated 10/10/96, signed by Mumayoun Farooy, P.C. (/or listing, see Section 8 of • .. Vhic Notice of Acceptance) . • • . This approval shall not be valid after the expiration•date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsitc or manufacturer's plant.for quality control testing. If this product or material fails to perform in the approved manner, The Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Codc be enacted affecting this product or material. The [Building Code Compliance °Rice reserves the the right to revoke this approval, if it is determined by the Building Codc Compliance Office that this product or material fails to meet the requirements of the South Horida Building Code. The cxpcnse of such testing will be incurred by the manufacturer. Acceiptancc No.:96- 0325.02 Expires:11 /14/99 THIS IS TIIF; COVER`I1EET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS • BUILDING CODE CONIMITTEF4 This application for Product Approval has been reviewed by the Metropolitan. Dade County Building Codc Compliance Department and approved by the Building Code,Committee to be used in Dade County, Florida under the conditions sct forth above. f'it, l.s anger,. Director Building Codc Compliance Dept. Metropolitan Dade County Approved:11 /14/96 -1- 4 lZauT Rod iguez Product Control Supervisor APR 18 '87 12:53 FROM YALE OGRON MFG 1s Qgt on Mane :L tetring ,. NOTICE OF ACCEPTANCE: S1'ECIELC -ftLU NS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. • 1.2 LVIode1 Dsjij atI..CW11 Series "580" Aluminum Single Hung Window 1.3 Overall SEA Type "A" 4' 5 -1/8" wide by 6' 2- 3/16" high by 2 -3/16" deep Type "B" 3' 1" wide by 4' 2 -5/8" high by 2-1/4" deep 1.4 Configuration O/X 1.5 jNo. Si Size of Vents: Type "A" One vent measuring: 50 -7/8" wide x 37-1/8" high Type "B" One vent measuring: 34 -5/8" wide x 26-9/16" high 2. MATERIAL, CIIARAC'FERISTICS 2.1 Frame and Sash O'ett. .frlatcrial: Aluminum alloy 6063-T6. 2.2 Glazing 2.2.1 QJ.n xingMatcrial. Type "A" 3/16" annealed glass. 'I'YPF 13" Double strength - l /8" annealed glass. 2.2.2 Glazing Method: Type "A" Exterior glazed using adhesive bedding compound and rolled aluminum glazing bead. Glass bite is 3/8". Type "13" Fxterior glazed using a clear colored adhesive bedding compound and rolled aluminum glazing bend Class bile is 1/2 ". 2.2.3,)_ atIli.gh.t_Opcning: Type "A" One lite per vent with a clear opening of: Operable bottom vent; 48 -5/8" wide x 32 -3/8" high. Fixed top vent, 4 x 34" high. Type "B" One lite per vent with a clear opening of: Operable bottom vent; 32 -3/8" wide x 21 -1 3/16" high. Fixed top vent: 33.3/4" x 21" high. 2.3 aimb (Vent) Construction,: 2.3.1 Stiles: Consist of a vent stile of equal legs, .625" exterior face and 1.125" interior face by 1.07" deep and .062" wall thickness aluminum extrusion (Dwg• 4YE-92L)). with two grooves for weatherstrips. 2,3.2 Rails: Consist of a vent top rail. 1.187" exterior face and 1.625" interior face and by .999" deep and .062" wall thickness aluminum extrusion (Dwg. #YE- 151 C) with �o one screw . [)line Vent bottom rail 2.625" exterior face and 2.562 interior face by I I wll thickness aluminum extrusion (Dwg. ItYE -166) with handle and one screw spline. 2.3.3 Corner Construction: Butt joint, each corner secured with one No. 3 by 1 /4" SMS. Helmy . Makar, P.E., Plans Examiner Product Control Division 2 TO SUN AIR F'AGE.002 ACCEPTANt_'1? No.: 96- 0325.02 APPROVED : NOV 1 4 199fi EXPIRES : NOV 1 4 1999 '�4 APR 18 '97 12:54 FROM YALE OGRON MFG Ada/von .Manti fa turin Cu. 2.4 Erame Construction, 2.4.1 Head: Consists of an equal legs, 0.834" exterior face and 1.334" interior by 2.231" deep and .062" wall thickness aluminum channel shaped extrusion (Dw•g.. NYE-169). 2.4.2 Jambs: Consists of an unequal legs, 1.186" exterior and .937" interior face by 2.1 I " deep and .062" wall thickness aluminum extrusion (Dwg. NYE-102F). 2.4.3 Sill: Consists of an unequal legs, .846" exterior face and 3.062" nominal interior lace by 2.25" deep and .062" wall thickness aluminum extrusion (Dwg. #YE -167). 2.4.4 Fixed Meeting Rail: Consists of an unequal leg, 0 999" exterior face arid I .25" interior by 1.062" deep and .062" wall thickness aluminum extrusion (Dwg. #YE-I 52F) with screw spline and a groove to accept a cam lock. 2.4.5 Corner Construction: Butt joints, each corner secured with two No 10 by 3/4" SMS. 2.5 Wcatlasjirippin1'i 2.5.1 2.5.2 Quantity Single Single 2.6 liaLtbiargi 2.6.1 2.6.2 One Quantity Two Description Spring and pulley balances Metallic cam lock, locking into an extruded groove in fixed meeting rail. 2.6.2 2.6.3 Quantity Two 2.7 Miss .h c .s.; 2.7.1 Description Adjustable plastic spring loaded hook lock. Two Plastic guide. Quantity Description "I•wo 3/4" weep notch 2.8 vlurtlit1.0 None. 2.9 i infgrec n •r t: None NO'IIC.E. OF ACCEPTANCE: SE l E Lc L N1)1T1UN Description Pile with integral plastic fin Vinyl bulb ( TYPE "A ") (TYPE "I; ") - 2a- TO. SUN A1R PAGE .003 ACCEPTANCE No.: 96- 0325.0__._..,. MIN 1 4 1996 NOV 1 4 1999 APPROVED EXPIRE Location At each vent jamb rails. At fixed meeting rail and fume sill. Location One per frame jamb One at ntidspan of vent top rail. Location One at 5-3/4" front each end of vent bottom rail. One at each end of vent top rail. Location one at each end of screen retainer leg. l ichn> A Makar, P.E.. Plans Examiner Pr ,dti t Control Division APR 48 ° °'7 1 2 : 54 FROM YALE OGRON MFG ,•Yfl1C Q .grt)n [Vianu.a- tu ritie ( mot, N WCE OF ACCEPTANCE: SPECIFIC CONI)C1'1ON.S.. 2.10 Sealants & E;tds.:, Each lower frame corner and frame sill installation screws shall be sealed with whitc colored sealant. Pads shall be installed as follows: (TYPE "A ") 2.10.1 2.10.1 Quantity uantit) Two Description 1/4" x 3/4" adhesive closed cell Foam pad. (TYPE "B ") Description 1/2" x 1 -3/8" adhesive closed cell foam pad. 2.11 Mdditioo; ._ncsc JPti0n: 3" high overall interior sill flange used. e N 3. Shims are placed at each screw location. 2b TO SUN AIR PAGE.004 ACCEPTANCE No.: _.. 0325.9L APPROVED EXPIRES . NOV 1 4 1996 NOV 141999 Location Onc at each end of fixed meeting rail. Loca One at each end of fixed meeting rail. 3. LIMITATIONS 3.1 'Phis approval applies to siri le unit applications only, as shown in Section 10. 3.2 For Design Pressur Rating vs. Window Size, see Comparative Analysis fables in Section 9. 4. INSTALLATION: 4.1 INIet�J .pt- !)f Attnch ut (TYPES "A" & "B ") HEADER: Singlc row of 3 /I6" x 2 -1/4" Tapcons located 6.0" (max.) from corners and 19.0" (max.) O.C. SILL: Single row of 3/16" x 2 -1/4" Tapcons located 6.0" (max.) from corners and 19.U" (max.) o.c. JAMBS: Single row of 3/16" x 2 -1/4" Tapcons located 6.0" (max.) from corners and 16.0" (rttax.) o.c. See design load capacity table on Drawing No. W96 -38 sheet I of 2 for the minimum ,, number of Tapcons per jamb for each window height. te: Please see no.! 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. Helmy . Makar. P.L.. flans Examiner Product Control Division APR 19 '97 12:55 FROM YALE OGRON MFG . ■tAnii c.tu.riu TO SUN AIR PAGE .005 ACCEPTANCE No.: 9(i- 0 17 5.02 APPROVED EN 1 4 1996 EXPIRES : NOV 1 4 1999 NOTICE. OF ACCEPTANCE SI' E.C.IFJC. CONDITIONS 5. IDENTIFICATION' 5.1 Each unit shall bear apermanent label with the manufacturer's name or logo, city. state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. • 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to he installed. 6.3 g • The installation of this unit will require a hurricane protective system. ',lc, I lelmy A. Makar. I'.E., Plans Examiner Product Control Division APR 18 ''7 12:55 FROM YALE OGRON .X.itltr__Q.ron M:tn3 t turinQ CS!. 7. TESTS PERFORMED AIR INFILTRATION a 1.57 PSF SFBC PA 202.94 (0.37 CI:M /FT) Design Pressure Rating (Positive) AIR INFILTRATION (n? 1 57 PSF SFUC PA 202 -94 (0 37 CFM /rT) - VQTLCE QF C ' 'TA CE: SPECIFIC CONI)FL: S TEST UNIFORM STATIC PRESSURE DESIGN LOADS SFUC PA 202 -94 POSITIVE 7 30 Sec. UNIFORM STATIC PRESSURE DESIGN LOADS SFDC PA 202 -94 NEGATIVE 30 Sec Design Pressure Rating (Negative) 3/16" Annealed (:lass (4' $ - I /R" wide FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5.76 MF G (3/16" annealed) (3/16" annealed) WATER RESISTANCE (PSF) no leakage SFDC PA 202 -94 • (with and without screen) UNIFORM STATIC PRESSURE FULI. TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. (3/16" annealed) UNIFORM STATIC PRESSURE FUI..L TEST LOAD" annealed SFBC PA 202.94 NEGATIVE 30 Sec. (3/16" ) UNFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202.94 POSITIVE 30 Sec. (DSB annealed) UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGA'T'IVE 30 Sec. (0513 annealed) WATER RESISTANCE (PSI') no leakage SF13C PA 202.94 (with and without screen UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. (DST) annealed) UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. (DS13 annealed) FORCED-ENTRY RESIST ANCF (1'ER) AAMA 1302.5-76 Design Pressure Rating (Positive) - 2 - TO SUN AIR PAGE .006 A&. (I .l' LANCE Nu.: '.)6 l ►� t '�. � • NOY 1 4 1996 APPROVED EXPItaS 110Y1 1999 RESULTS I TEST LOADS 6' 2 -3/16" high window) (Window TYPE "A ") 0. 37 L•rM /Fr FTL -1171 +60.0 I'SF FTL• 1 171 -60.0 PSF FTL - I 171 +9.0 PSF FTL -1 171 +90.0 PSF FTL - 1 171 - 90,0 PSF FTI, -1171 SATISFACTORY FTL -I 171 Double Strength Annealed Glass (3' 1" wide x 4' 2 -5/8" high window) (Window TYPE "II ") 0.35 CFR1 /FT I'TL -1 1 70 170.0 PSI' FTI -1170 -70.0 PSI' 1' 1'1,1170 49.10 I'SF FTL - 1 170 - 0 PSF 111-1 170 - I05UI'SF FM-1170 SATISFACTORY 11 L -1170 • Design Pressure Rating (N l:Ake) For Design Pressure Rating vs. Window Size, sec Tnble in Section 9 "Comparative Analysis" l-1 DESIGN LOADS 60 U I'SF FTL -1171 •60 0 PSI' FrL -I I71 +60.0 PSI' 1 i -I 171. 4(d).0 PSF FTL -I 171 - 60.0 PSI? F11, -1171 4 60.0 PSF -60.0 PSF , 70.0 l'Si' F1 l. -1 1' /0 -70.0 I'SF EFL - 1 170 .160.7 PSI FTL• 1 170 4 70.0 PSI' FTL - 1 170 •70.0 PSI' I IL-1170 +(,0.1 I'SF - 711.0 PSE 'Willy A. Makar, ('.ls.. Plans ENUminrr l't'oduet Control Division ARR 19 '97 12:5B FROM YALE OGRON MFG Q,.LUJO(All f,01(l 1ILD). 8.2 Drawing: 8.2.1 Manufacturer's die part sections and assembly. 8.2.1 Manufacturer's Drawing Number WV96.38 sheets I and 2 of 2. -2e- TO SUN AIR PAGE.007 ,ACC 1'TANcr Nn.: 96. 0325,02 APPROVED : . . PIOV 1 4 1996 . ROY 1 4 1999 EXPI RES NOTICE OY ACCEPTANCE: SJ'EcIFIC cON1.KLUNN 8. EVIDENCE SUBM I ft'ED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 '3) Water Resistance Test. per PA 202 -94 4) Forced Entry Resistance Test, per AAMA 1 302.5 -76. along with installation diagram of an aluminum single hung %vindt prepared by Fenestration Testing Laboratory. Report No's.FT1. -1171 and 11 170 dated 10/16/95 and 09/11/95. signed and sealed by Tamil Gerardo Kuri, 8.3 Calculations: 8.3.1 Comparative analysis and anchor calculations prepared by F. Enrique Soto, dated 10 /l0 /96. siencd and scaled by I-lumayoun Farouq, 9. COMPARATIVE ANALYSIS: See "Comparative Analysis Chart" on Drawing No. W96-38 sheet I of 2 , bearing the Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation and cross sections, see Drawing No. W96-38 sheets I and 2 of 2 , bearing the Dade County Product Control approval stamp. ilL Hclmy . Makar, l'.E.. Plans Fxaminer Product Control Division APR 38 'S.7 12:57 FROM YALE OGRON MFG Pals Q r n tkuuTactoring Co. END OF THIS ACCEPTANCE -3• TO SUN AIR PAGE.008 ACcF:I' 1'ANCE No.: _ ..... 96_0125.02 MUV 1 4 1996 : Nov 1 4 1999 AI'I'KC)VEI) EXl'Iltl�.S NOTICE OF ACCEPTANCE S•l'A1W..A.1 I) CONDI I IOty 1. Renewal of this Acceptance (approval) shall he considered after a renewal application has been filed and the original submitted documentation, including tcst supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state. and the following statement: "Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acccptancc 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 thc same product (identical) as the one or approved; c) if thc 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 chani;e in the materials, use, and /or manufacture of the product or process shall automatically be cause t'om termination of this Acceptance, unless prior written approval has been requested tthrnu0h the filing of a revision applic,.mtu. with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product. for sales. advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date may be displayed in ad%ertising 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 ntanuf;►cturcr or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(e) and this last page 3. Items 16, U...A 12 listed bclua un y ap ply to id ied products_ and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. 1 he spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no ease shall exceed 24" on center. The first fastener shall be located at a maximum of '6" from each coiner and mullion or stile. Fastener shall fully penetrate the buck. which shall he the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. f k it - `•��'' Heln►1• A. akar, P.E. Plans Examiner Product Control Division i:'.Y• ' -I/4 T.WCQIS 1 .1 5' ■'ktN :CW.F.4:•• ' • t11' ^C.:>AM TJ � 1/:6' X 2-1/4' tAPCONS rZ 6' %R0N CORNERS I A 3SI' ac. rA1l • • f X1/1' NAIL -4•'. sTU VA-144V 2A21 0R 3.'16' ANA O_A32 :CE CHMT 7.C62 CPTICP :CN A::.001 CAA BE :IMPLIED 'Nus • CAN LATCH AT WO. PALS 011 ' SPR:NG LOADED LATCH At SILL 3/16' X 2-1/4" T.PCCxS i 6' I L014 CC53t4E • s 0C- NAY. _ at :} 2 ti.f nr _7 •iC: I B! OR 2 31I • .300 BUCK 3f -At4A ,LASS CR 3/16'- ANY. ,LASS SEC CHMT HIGH. 1 sIsCVEPtlax F*111E IC:AI V4' ' :"IN •AY • IT 1 114.3 :. 11 -5U A: ROOD IPA. I `: L AS PC00. 3.:u :I uI_ As PE0D. ?r, ..EAT"- E9 :TR!7 YCHf L:.f {H ;tl• LOCK -/ -IKµi J..H 4.v?.o7 _ IFj a5. OCT 1 1 199: MAW 6063 -TS I F?oNC Sa. 6363-TS 2 I PANE JA P 6163 -TS 1 I f (AD ?AIL o7hJ .cm! :Cr PAA_ �,057-TS ICHT iC T;. P'- h - _163_ _ 2 .:q J:.A3 0 :46:3 -."3 A2 K :3. � N GLA_IGIG ?EAI 2CILL /.1 :4(C. 44,:MM' :r.. I I' .. i E A�:C`•FLT :CY.E'i� F'uT'cC CAS. ro:r3 PAL? SCP.E'..S CAD T £C • 4/ '.ENT '-.51sT .. ;C10.T SCRE'i's C..3 ?;.ATZ _ =S. - • — V07.03 SUCKS •-GT f,Y T.61-1:7 CIr :MST RISTAIN ts4P'25C • •. 3 /14' :! 1 - :. r r i . tPP 111Lr, AS ' — . :FI71A:i ..I .- t -s 5 00TH ItURI-)L :5: 1tI: 4c.: t . . r eact Cr C.71114. -,. 011•`,ICH 1 ,, 9GILDIT?S CICQ "• tilltII ( 1'1 fl t Id 1 1 EC;Pra :ICE:ln. 3.6._-__0.32.1.3_4.:• e BSIG4 LOAD CAPACITY - PST DEB-ANNEALED CLASS 3/16 " - ANNEALED C SS EXT. 1 IUT. CO. l;;T; 63.7 262 9 60.0 303.A 60.7 1E5.9 60.0 274.8 60.7 108 9 63.0 194 I - ' - 60.0 127.0 E0 7 - 2021 133.0 60.0 20?.: 60.7 60.0 145.9 60.7 - 62.0 60.0 104.5 - 60.0 72.3 60.7 152.3 60.0 276.3 60.7 105.5 60.0 1921 50.7 70.0 60.0 :24.9 - - 60.0 751 60.7 133.6 60.0 236.9 60.7 9?.5 60.0 :60.7 62.7 64.4 60.0 1:7.2 - - 60.0 69.5 60.7 :19.7 60.0 209.1 6:.7 62.9 60.0 150.9 - 57.7 57.7 60.D • 105.0 - 60.0 (.5A - I - 60.0 17:.3 - - 6 :.: 12 1.S • 59.8 - 1 - 1 _ -8 NOICA'E n^.. Jr 0.'<•r7...5 ,-FP. 3V15 ALUMINUM SINGLE HUN( W1!4D0W 'E ANALYSIS CHART :•t.TEC 1'. PST Si = !?Sr NO - IImyACT- RESISTANT I P.•_ €C ('1 1 -, • 71 CJCTC, :2 - tr. n., I 11 SI_E - 5 : -1 `£_ _a -�•.E r"..)147.3 s , _tA:•S = =E•: C. - EC .C. 1':r l�,IEC 41;:5 3:714• r•;r. NOTES: 1. WOOD 2UCIS BY CTHE .$. •'U 7 El' • Arl."41RtO PROPL1_Y TO T2tvSFER LOADS TO THE STR■17.11.4_. tN '►:S s,°DR3•••.'. 10 DE El : : : :E_'C SEPMATL•l- • 1f • '1b • ...MAN N fwt4:G �{ L . r�:, iz ^.•:e* Cl C3/001:1E YIIT I y n FIGS. }1 IPJ1190IC ECr ...TilytTfl I Le V>JCT 7 rvrs:01I e'. 11.0C CON C0 MPLIMICt 10EE?Tt.?C( N0. 2' JAM:: 141:i4NS :�. HEIGHT C21.1i•H :.T Lr_rT 1 • I I • :I • PRODUCT CONTROL 'NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co. 671 West 18 Street Hialeah FL 33010 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 • Your application for Product Approval of: Series 6800 Aluminum Horizontal Sliding Windows under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and - Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Yale Ogron Manufacturing CompanyDrawing Number W96 -25, sheets 1 and 2 of 2 dated 11/26/96, signed by Hunrayoun Farooq, P.E. (For listing, see section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this • ;product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. 'Acceptance No.,: 96,0823.01 Rau Ro guez Product Control Supervisor • Expires:01 /23/00 ,THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE ;.� This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County; Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County uFl••• Yale Ogron Manufacturing Company ACCEPTANCE No.: 96- 0823.01 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum horizontal sliding windows designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others 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 6800 - Aluminum Horizontal Sliding Windows. 1.3 Overall Size 1.3.1 53 -1/8" wide by 38 -3/8" high by 1 -7/8" deep (with 1/8" annealed glass) 1.3.2 96 -1/2" wide by 61" high by 1 -7/8" deep (with 3/16" annealed glass) 1.4 Configuration 1.4.1 XO or OX 1.4.2 XOX 1.5 No. & Size of Vents: 1.5.1 One, 26 -3/8" wide by 35 -1/2" high (with 1/8" annealed glass) 1.5.2 Two, 31 -7/8" wide by 58 -1/8" high (with 3/16" annealed glass) ti 2 APPROVED : JAN 2 3 1997 EXPIRES : JAN 2 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2. MATERIAL CHARACTERISTICS 2.1 Frame and Vent (Sash) Material: Aluminum 6063 -T5 Alloy or 6063 -T6 Alloy as shown in the material list on drawing number W96 -25 sheet 2 of 2. 2.2 Glazing 2.2.1 Glazing Material: 2.2.1.1 DSB (1/8 ") annealed glass. 2.2.1.2 3/16" annealed glass. 2.2.2 Glazing Method: 2.2.2.1. Exterior glazed, 3/8" glazin,penetration, using an adhesive bedding .compound and a rolled aluminum glazing bead. 2.2.2.2 Exterior glazed, 1/4" glazing penetration, using an adhesive bedding compound and a rolled aluminum glazing bead. 2.2.3 Daylight Opening: 2.2.3.1 Operable vent: 24" wide by 33- 11/16" high, fixed lite: 23 -7/8" wide by 35 -1/2" high. (with DSB annealed glass) 2.2.3.2 Operable vent: 29 -1/2" wide by 56- 5/16" high, fixed lite: 29- 5/16" wide by 58" high.(with 3/16" annealed glass) Helmy A. Makar, P.E., Plans Examiner Product Control Division r r: Yale Ogron Maxiiifacturing Company 2.3 Vent Construction: 2.3.1 Stiles: Heavy duty vent interlock stile consists of a 0.812" exterior face, 1.094" interior face by 1.656" deep by 0.062" wall thickness aluminum solid extrusion (Part #YE -5018) with two screw splines and a handle. Vent jamb stile consists of a 0.812" exterior face, 1.219" interior face by 1.035" deep by 0.062" wall thickness extruded aluminum hollow (Part #YE -5007) with two screw spline and handle. 2.3.2 Rails: Top rail consists of a 0.625" exterior face, 0.907" interior face by 0.687" deep by .062" wall thickness extruded aluminum solid (Part #YE -5009) with two pile grooves; the bottom rail consists of a 0.625" exterior face, 0.907" interior face by 0.687" deep by .062" wall thickness extruded aluminum solid (Part #YE -5008) with two pile grooves. 2.3.3 Corner Construction: Butt joints, each vent corner secured with two #10 x 7/8" SMS. 2.4 Frame Construction; 2.4.1 Head: Consists of 1.500" exterior face, 1.282" interior face by 1.875" deep by 0.062" wall thickness extruded aluminum solid (Part #YE -5001) with two screw splines. 2.4.2 Jambs: Jamb -Vent consist of 0.780" exterior face, 0.625" interior face by 1.875" deep by 0.062" wall thickness extruded aluminum solid (Part #YE -5002) with a pile groove. Jamb -Fixed consist of 0.749" exterior face, 0.625" interior face by 1.875" deep by 0.062" wall thickness extruded aluminum solid (Part #YE- 5003). 2.4.3 Sill: Consists of 0.937" exterior face, 1.406" interior face by 1.875" deep by 0.062" wall thickness extruded aluminum solid (Part #YE -5004) with two screw splines, and a snap -in 1.469" by 0.175" x .050" wall thickness extruded aluminum sill riser (Part #YE- 5006). 2.4.4 Fixed Meeting Rail: Consist of 1.491" exterior face, 1.773" interior face by 0.937" deep by 0.062" wall thickness extruded aluminum hollow (Part #YE -5019) with two screw splines and a pile groove. 2.4.5 Corner Construction: Butt joints, frame corners secured with two #10 x 7/8" SMS; fixed meeting rail ends are each secured with two #10 x 7/8" pan head SMS. 2.5 Weatherstripping: NOTICE OF ACCEPTANCE: ACCEPTANCE No.: 96- 0823.01 APPROVED : JAN 2 3 1997 EXPIRES : JAN 2 3 2000 SPECIFIC CONDITIONS Qty. Description Location 2.5.1 Double Pile with integral plastic fin At vent top and bottom rail. 2.5.2 Single Pile with integral plastic fin At frame operable jamb and frame jamb adapte 2.5.3 Single Pile with integral plastic fin At vent jamb stile and vent interlock stile. -2a- Helmy A.'Makar, P.E., Plans Examiner Product Control Division Yale Ogron Manufacturing Company 2.6 Hardware: Qty. 2.6.1 One 2.6.2 One 4. INSTALLATION: 4.1 Screws • SILL HEADER: JAMBS : maximum. Note: Tease see note #11. Page 3 NOTICE OF ACCEPTANCE: Description Plastic roller in plastic housing Metallic cam lock (DECO) -2b- ACCEPTANCE No.: 96- 0823.01 APPROVED : JAN 2 3 1997 EXPIRES : JAN 2 3 2000 SPECIFIC CONDITIONS Location One at each end of vent bottom rail. At midspan of vent meeting rail locking into a groove in the fixed meeting rail. • 2.7 Weepholes: 2.7.1 One 1" weep notch at each end of vent track. One 1/2" weep notch at left end of screen retainer leg and one of same, 24 -5/8" from left end, (XO or XO windows). 2.7.2 One 1" weep notch at each end of vent track. One 1/2" weep notch at screen retainer leg, 30" from each end and one at each end, total of four, ()COX windows). 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Sealants: Each frame corner, installation screws, vent corner seams and each end of fixed meeting rail is sealed with white colored sealant. 2.11:Additional Description: Flange type frame. Unit tested with an aluminum insert in frame sill and weatherstrip adapter. 2" overall interior sill flange (XO or OX windows). 2 -3/4" overall interior sill flange (XOX windows). .3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Configurations approved: OX or XO and XOX. 3.3 For Design Pressure Rating vs. Window Size, and Glass Thickness, see "Comparative Analysis Table for. "XO.or OX Sizes ". in drawing no.W96 -25, sheet 1 of 2 and for "XOX Sizes" in drawing no. W96 -25 sheet of 2; and Method of Attachment 3/16".x 2 -3/4" Tapcon , located 6" maximum from corners and the rest at 21" o.c. maximum. Provide two (2) more anchors of the same at each meeting rail end @ sill. 3/16" x 2 -3/4" Tapcon , located 6" maximum from corners and the rest at 21" o.c. maximum. Provide two (2) more anchors of the same at each meeting rail end @ header. 3/16 ".x 2 -3/4" Tapcon , located 6" maximum from comers and the rest at 21" o.c. Helmy A. akar, P.E., Plans Examiner Product Control Division TEST [ Double Strength (1/8 ") Annealed Glass] TEST LOADS DESIGN LOADS AIR INFILTRATION ® 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT) 0.32 CFM/FT FTL -1400 -- ------ UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Sec. (DSB annealed) +70.0 PSF FTL -1400 . +70.0 PSF FTL -1400 UNIFORM STATIC PRESSURE' AT DESIGN I,,(AD SFBC PA 202 -94 ' NEGATIVE 30 Sec. (DSB annealed) -70.0 PSF FTL -1400 -70.0 PSF FTL -1400 WATER RESISTANCE (PSF) (With and without screen) SFBC PA 202 -94 +8.30 PSF FTL -1400 +55.33 PSF FTL -1400 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. (DSB annealed) • +105.0 PSF FTL -1400 +70.0 PSF FTL -1400 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. (DSB annealed) -105.0 PSF FTL -1400 -70.0 PSF FTL -1400 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5'76 • SATISFACTORY FTL -1400 --- ---- -- Design Pressure Rating (Positive) • +55.33 PSF Design Pressure Rating (Negative) -70.0 PSF Yale Ogron Manufacturing Company NOVICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. 7, TESTS PERFORMED - 2c - ACCEPTANCE No.: 96- 0823.01 APPROVED : JAN 2 3 1997 EXPIRES : JAN 2 3 2000 RESULTS Fi / Helmy . Makar, P.E., Plans Examiner Product Control Division TEST (3/16 ") Annealed Glass ] TEST LOADS DESIGN LOADS IR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT) 0.35 CFM/FT FTL -1399 - ---- UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Sec. (3/16" annealed) +55.0 PSF FTL -1399 +55.0 PSF FTL -1399 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. (3/16" annealed) -55.0 PSF FTL -1399 -55.0 PSF FTL -1399 WATER RESISTANCE (PSF) (With and without screen) SFBC PA 202 -94 +8.30 PSF FTL -1399 +55.3 PSF FTL -1399 • UNIFORM STATIC.PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. (3/16" annealed) +83.0 PSF FTL -1399 +55.3 PSF FTL -1399 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. (3/16" annealed) -83.0 PSF FTL -1399 -55.3 PSF FTL -1399 • FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 SATISFACTORY FTL -1399 ------- ---- -- Design Pressure Rating (Positive) +55.0 PSF Design Pressure Rating (Negative) -55.0 PSF For Design Pressure Rating vs. Window Size, see: • "Comparative Analysis Table for XO or OX Sizes" on Drawing No. W96 -25, Sheet 1 of 2 "Comparative Analysis Table for XOX Sizes" on Drawing No. W96 -25, Sheet 2 of 2 Yale Ogron Manufacturing Company ACCEPTANCE No.: 96- 0823.01 7. TESTS PERFORMED continued NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2d - APPROVED RESULTS JAN 2 3W97 EXPIRES : JAN 9 3 9nnn Helmy Makar, P.E., Plans Examiner Product Control Division Yale Ogron Manufacturing Company • - 2e - ACCEPTANCE No.: 96- 0823.01 APPROVED : JAN 2 3 1997 EXPIRES : JAN 2 3 2000 IVQTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC. 3603.2 (b) and PA 202 -94. along with installation diagram and marked -up drawing of 1 specimen of a 23 -7/8" by 35 -1/2" (XO) aluminum horizontal sliding window with Double Strength (1/8 ") annealed glass, prepared by Fenestration Testing Laboratory, Inc. No. FTL -1400, dated March 26, 1996, signed and sealed by Gilbert Diamond, P.E. • 8.1.2 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with installation diagram and marked -up drawing of 3 specimens of an aluminum horizontal sliding window with 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc. No. FTL -1399, dated June 28, 1996, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawings: 8.2.1 Manufacturer's profile drawings and sections. 8.2.2 Drawing No. W96 -05, Sheet 1 of 1 "Sliding Windows Series 2000" for Yale Ogron Manufacturing Inc. , typical elevation, cross sections, comparative analysis table and anchoring details, dated 11/26/96 , signed and sealed by Humayoun Farooq, P.E. 8.3 Calculations: 8.3.1 Comparative analysis and anchor- calculations prepared by Al- Farooq Corporation, dated 07/27/96 and revised on 11/29/96, signed and sealed by Humayoun Farooq, P.E. 9.. COMPARATIVE ANALYSIS: • See "Comparative Analysis Table for XO or OX Sizes" on Drawing No. W96 -25, Sheet 1 of 2, bearing the Dade County Product Control approval stamp. See "Comparative Analysis Table for XOX Sizes" on Drawing No. W96 -25, Sheet 2 of 2, bearing the Dade Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation, cross sections and anchoring details, see Drawing No. W96 -25, Sheets 1 and 2 of 2, bearing the Dade County Product Control approval stamp. A. Helmy . Makar, P.E., Plans Examiner Product Control Division - Yale Ogron Manufacturing Company Florida Building Code. APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 96- 0823.01 it . Helmy A. akar, P.E. H y P.E., Plans Examiner Product Control Division 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(e), and this last page 3. Items 10.11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case 'shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 1 Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South JAN 2 3 1997 JAN 2 3 2000 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. XO OR OX SI2ffi ONLY DRSICN LOAD CAPACITY - PS? WINDOW DIMS. 3/16'- ANNEALED DST) - ANNEALED WIDTH HEIGHT EXT. INT. EXT. INT. 24' 55.3 3761 55.3 217.1 36' 55.3 296.1 55.3 1662 48' 24' • 55.3 220.9 55.3 121.1 60' 55.3 1734 - - . 72' 55.3 143.0 - - 24' S 553 -. 222.1 • 55.3 1302 36' 55.3 1643 55.3 96.5 - 48'. 36' 55.3 138.8 55.3 77.7 60'. 55.3 •. 111.3., - - 72' 55.3 91.7 - - 24' 55.3 158.6 - - 36' 55.3 113.9 - - - 48' 48' 55.3 92.5 - - 60' 553 80.8 - - 72' 55.3 67.5 - - 24' 55.3 123.4 - - 36' 55.3 871 - - 48' 60' 553 , 69.4 - - 60' 55.3 ' 592 - 72' 52.7 52.7 - - 26 -1/2' 55.3 311.4 55.3 182.7 37' 553 258.0 553 147.4 53 -1/8' 26' 553 181.0 55.3 993 74' 553 127.1 • - - 26 -1/2', 553 191.0 553 11.5 37' 553 148.4 553 87.0 53 -1/8' 38 -3 /B'• '553 - 1194 55.3 650 74' 55.3 • 832 - - 26-1/2' 553 137.1 - - 37' 553 104.4 -. - 53 -1/8' 50 -5/8' 553 80.6 - - 74' 553 •62.0 - - 26-1/2' . 55.3 107.0 - - 37' 553 80.4 - - 53 -1/B' 63' - 553 , . 58.3 - - 74' _ 45.8 45.0 • - - 0 .nn ; reunncwa'i. uuoon n.1 m VINDIN WIDTH sheet 1 of • 2 1" 1/4'14AX. SHIM TYP. 2 -1 /2' IX OR 21( W000 BUCKS NOT BY YALE OCRON TYPICAL ANCHORS 3/(6'. TAPCOHS SPACED AS PER PRODUCT APPROVAL • 6' FROM ENDS & 21' O.C. TYP. AT HEAD. SILL & JAMBS USE (2) ANCHORS AT MTG. RAIL END 0 HEAD & 581 EMBED. INTO CONC. - 1 -1/4' MIN.IDIBED. INTO 26Y WOOD BUCK - 1 -114' MW..048m. THRU I BY WOOD BUCK INTO MASONRY - 1 -1/4' 6 3/16' ANNEALED GLASS -OR DSB- NOLEALI =D SEE CSHART WINDOW HEIGHT ALUMINUM HORIZ. SLIDING WU DOW SERIES 6800 COMPARATIVE ANALYSIS CHART BASED ON FTL -1399 OF 06 -28-96 TEST SIZE - 96 -1/2' X 61' (XOX) TEST LOADS - +83.0. -83.0 PSF DESIGN LOADS . +55,3. -55.3 PSF WATER INFILTRATION TEST - 8.3 PSF ICSI GLASS a 3/15'- ANNEALED. 1/4' TYP GLASS DVERLAP_ VINDOV WIDTH TYPICAL FT NATION ( XO OR OX ONLY ) NOTES- 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 2. ANCHOR CONDITONS NOT DESCRIBED IN THIS APPROVAL ARE NOT PART OF TH15 PRODUCT APPROVAL 3. WINDOWS GLAZED WITH 1/4' GLASS OVERLAP ALL AROUND USING ROLL FORMED ALUMINUM GLAZING BEAD AND ADHESIVE COMPOUND WITH COLOR TO MATCH METAL FINISH. GLASS.. 3/16'- ANNEALED OR 058 - ANNEALED SEE MORT BASED ON FTL -1400 OF 03 -26-96 TEST SIZE - 53 -1/8' X 38-1 /2' (XO) TEST LOADS - +105.0. -105.0 PSF DESIGN LOADS - +70.0, -70.0 PSF S WATER INFILTRATION TEST - 8.3 PSF TESTED CLASS - DS8 - ANNEALED. TYPICAL ANCHORS - -. - ' - ---s -ter - , • • BY; DUCT COk( DIVISION BUILDING CODE COMPUANCE OFFI DEC 3..0 1996' AccEPTwRCE APPROVED AS COI/MIND WITH TH SOUTH FLORIDA 801.002 CODE 1>A c Y 1 A7•/'L - ZOZ. =Et ONLY DESIGN LOAD CAPACITY- PEP 'WINDOW DDIS. 3/16 - - ANNEALED 1/4 ANNEALED WIDTH HEIGHT EXT. DOT. EXT. MT. 72' YE -5004 55.3 147.5 55.3 217.7 85' 24' .553 123.2 55.3 182.0 108' FRAME- JAMB -VENT 353 95.4 • 55.3 141.0 , 72' 6063 -75 ...553 94.6 55.3 139.7 8 r '. 36' .553 • . 79.0 - '553 116.7 108' ' YE -5008 . :553 . 612 • 55.3 .. 90.4 .7' 1/ VERT • 55.3 694 55.3 89.7 85'" 48' .- 55.3. . ..58.1 553 . 829 108' - - 45.0 430 - 55.3 • 66.6 • 72' 13 55D - - 55.0 .53.3 65.8 85' 60' 46.0 46.0 .. 53.3 593 rrim - / PART I ItTtQD. DUCKP ION RAMS 1 • YE -5001 1 FRAME HEAD 6063-75 2 YE -5004 1 FRAME SILL 6063 -75 3 ' YE -5006 1 SILL RISER 6063 -75 4' - YE -3002 AS REDO FRAME- JAMB -VENT 6063 -75 5 YE -5003 AS MOD. FRAME JAMB -FIXED 6063 -75 6 YE -5019 1/ VENT FDOED•MTG. RAIL 6063 -16 7 YE -5009 1/ VENT. VENT TOP RAIL 6063 -75 .8 ' YE -5008 . 1/ VENT . VENT - BOTTOM RAIL 6063 -75 -9 .. 'YE -5018 ' 1/ VERT • VENT- MTERL.DCR 6063 -76 10 . YE-5007 1/.VENT- JAMB RAIL 6063-16 11 - AS RE O. GLAZING BEAD ROLL FORMED ALUM 616X3/4' SMS AS REGD. FRAME L VENT ASSY. SCREW CAD PLATED SMS V/ 0 HEAD 13 -'1N -6016 1/ VENT CAM'LATCH ZNIAK PLATED OR PAINTED ..14 810X3 /4'- SKS 2/ LATCH LATCH INST. SCREW CAD PLATED CRS -- 15 - - AS REDO.: FIX SEAL. PILE W/ STRIP. . TOP 6 BOTTOM RAILS ' 16 - AS MOD. FIN SEAL PILE V/ STRIP ' BOTTOM RAIL 17 - AS ROOD. - . -;e e AT VERTICALS 18 114-6001 2/ VENT ROLLER ASSY. YH -6002 I. YH -6003 UM MIUMAM111.- Engr. DR. 14MAYOUN • FAR000 ' SYRUCWRCs ' • PE 4 APP RDYED AS • CONSLYING WW1 SOUTH FLORIDA � BUILDING CODE -. - DYT 'IY/y' =; BY PRODUCT 0 1 ;. DEMON `' 'CNIPLIANCE OFFS ACCEPTANCE BUILDING CODE NO�+'nR droving no. W96 =25 sheet 2 of 2 CLASS, 3/16'- ANNEALED OR ANNEALED SEE CHART 0 WINDOW WIDTH TYPICAL ELEVATION ( XOX ONLY ) 3/16' ANNEALED BR 1/4' ANNEALED SEE CHART Z PRODUCT CONTROL NOTICE OF ACCEPTANCE Copt Glass Sales & Services Corp, 4400 N.W. 74 AVIAN l ea. • YL 331ii Your application for Product Approval oL Akuivhstiav Fixed Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Typos of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant,,1or listing sec Saabs S glair Nods ofAcpspialum This approval shall not be valid after the expiration data stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsito or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, mod*, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any anzmendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 95-0630.06 Expires:09 /07/99 • METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING IUILDINO CODs COMPLIANCE OPPICII NMI NOS METRO-DADE RAILER BUILDING 140 WEST PLAQI,EA frREEr MIAMI, FLORIDA (304) 375.2901 FAX Pai) MOOS PRODUCT CONTROL eacnoN (K4) 37141902 FAX MI as OM guez , iroduct Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS B>LDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions sot forth above, Director Building Code Compliance Dept. Approved:09 /07/95 .l Metropolitan Dade County Gopi Glass Sales & Services Corp, • ACCEPTANCE No.• 95- O63p_f6 APPROVED : , 'sly 0 7 190 . 2 EXPIRES NOTICE OF AC'.CF.P'TANCF.. SPEC_TFICCONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window designed to comply with thy: South Florida Building Code, 1994 Edition for Dade County, -for the locations where the pressure requirement, as determine by ASCE 7 - 88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Sek Lion 3. 1.2 faoArassignation Aluminum Fixed Window 1.3 overall Size 77 -1/2" wide by 59-1/2 "'high by 1.875" dap 1.4 Cod Ignradan 0 1.5 Nn. & Size of Vent& Ons Vent 2. MATERIAL CHARACTERISTICS 2.1 ExamaAnd.Saaladatatink. Aluminum alloy 6063 -T5. 2.2 Glazing 2.2.1 GlazlnS Materlalt 3/16" tempered 2.2.2 Glazing Method: Exterior glazed using adhesive bedding compound and extruded aluminum glazing bead, secured with clear sealant. 2.2.3 j avlieht Opening4 One clear opening of: 74 -7/8" wide by 56 7, i" high. 2.3 PanaLCangrarluzu None 2.4 Frame Corner Construcdon: 2.4.1 Head: Flange type,1.312"wiide x 1.875 "deep and .062" wall thick less aluminum zee shaped' extrusion with a 0.5"x 0.5"channel secured with clear silicone sealant. 2.4.2 Jambs: Same as Head. 2.4.3 Sill: Same as Head. 2.4.4 Corner Construction: Butt joints, frame corners secured with ta. 's. 2.5 Weatherstrinning N0Qe 2.6 &alms None 2,7 Weephnles; None 41) Man ' e. cz, P.E, Plans e ' xaminer • SEP 0 7 1999 Product Cc. ltrol Division 11411CLUACCAZIANcia____supEcismli [TJQNS 2.8 A: Now 2 .9 Radargainenu None 2.10 2.10.4athamulasziagam Flange type Mme. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Sectior. I 0. 3.2 Units with dimensions smaller than those shown in Section 10 shall quail: under this approval. 3.3 For Design Pressure Rating see Section 7. 4. INSTALLATION: 4.1 SILL : #8 x 1 1/2" RH Head SMS located 6" from corner and 12" o.c. HEADER: #8 x 1 1/2" RH Head SMS located 6" from corner and 12" o.c. JAMBS : #8 x 1.1/2" RH Head SMS located 6" from corner and 12" o.c. .11,altiLEensdieunziajj.gml 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer ( t Records and must be in . compliance with the South Florida Building Code, 4.3 For retrofit installations where the existing buck is less than the required 2 nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an :. apropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. I, 4.4 Fasteners must have their own Notice of Acceptance and must be made"oi stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting .petals not considered compatible shall be properly protected. • ACCEPTANCE No.: 95.0630.06 APPROVED : ' S 0 7 1995 EXPIRES : Se 0 7 1999 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or lob'., city, state and following statement: "Dade County Product Control Approved ". Marfu I Pc: vz, P.E. P1a6' Examiner Product C( ntrol Division ni Glass Sales & Services .ors. ACCEPTANCE No.: 95- 0630.06 a• •a 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the prr.ssure requirement of the opening in which it is to be installed. 6.4 Note: The initallation of this unit will require a hurricane protective system. •2b- APPROVED : SIT 0 7 1995 EXPIRES : SfP 0 7 1999 ITIONS Manbsl- Pi':'cz, P.E. PI '! Examiner Product ntrol Division y► 7, TESTS PERFORMED ACCEPTANCE No.: 9S- 0630.0 APPROVED : , Sep 0 7 199A EXPIRES : SW 0 7 1999 NOTICE fl>A' ACCEPTANC r. teauC CONDITLQNS RESULTS 0.04 CFM//PT 5:95 -134 +69.3 PSF 5:95.134 -69.3 PSF 5:95 -134 DESIGN LOADS *69.3 PSF 5:94.134 -69.3 PSF 5:95.134 +16.1 PS? 5:95.134 +91.0 PSF 5:95-134 -91.0 PSF 3:95.134 +110.0 PSF 5:93.134 +110.0 PSF 5:95.134 -60.6 PSF 5:95 -134 +60.6 PSI -60.6 PSI' TEST R INFILTRATION ®1.57 PSF FBC PA 202-94 (0.37 arm/Fr') UNIFORM STATIC PRESSURE DESIGN LOADS FBC PA 202.94 POSITIVE 30 Seconds (3/16 tempered) • 1FORM STATIC PRESSURE DESIGN LOADS • FBC PA 202-94 NEGATIVE 30 Seconds (3/10 tempered) WATER RESISTANCE (PSF) SFBC PA 202.94 UNIFORM STATIC PRESSURE FULL TEST LOAD STM E330 PA 202.94 POSITIVE 30 Seconds (3/16" tempered) UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202.94 NEGATIVE 30 Seconds (3/16• tempered) FORCED -ENTRY RESISTANCE (FER) MA 1302.5 -76 - Design Pressure Rating (Positive) Design Pressure Retiog (Negative) 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum single lite picture window prepared by Fenestration Testing Laboratory, Inc., test report No. FTL -1162, dated June 1, 1995 signed and sealed by Yamil Kttri, P.E. 8.2 Drawing: 8.2.1 • Manufacturer's die drawings and sections, Gopi Glass Sales & Service Corp. - Single Lite Picture Window. 8.3 Comparative analysis, prepared by Al Farooq Corp. dated June 27, 1995, signed and sealed by Humayon Farooq, P.E. • 1',.�ARf ..w✓n:yi ..a {ir. "20 Man tkrl Per cz, P.E. Plan xaminer Product Control Division -- Windows with 3/16" Tempered Glass Windows Dimensions I Design Load-PSF Width (in.) 24.0 J Haight (in.) I 24.0 'Positive (Exterior) i 110.0 I interio;(Pos itive) 150.4 36.0 j 24.0 j 110.0 j 139.0 '. 48.0 24.0 j 110.0 123.6 60.0 24.0 1 110.0 115.8 - 139.0 I I f • 24.0 •rtfN • : 36.0. - '':.kil .. *... • 110.0 '' . I .36.0 4 - 1.0 7r, . 164 36.0 :,•• .!••i •.'••' i -'. h :•100.3.:. ' • •• *....: 91.8 . fl . 100.3 I 93.8 I 60.0 '.. ..,.: :••.• ...: . 36.0 •••••••• ' :* 88.3 '. : ' • 8S.3 1 24.0 48.0 110.0 ___ 123.6 I 36.0 48.0 48.0 48.0 -------- 98.8 75.2 98.8 j 75.2 60.0 48.0 I 75.2 75.2 24.0 . •''s •• 60.0 • •• • 110.0 4.. . 15.8 36.0 • ••-• .; '... 60.0 .: . :•• ....- 88.3 88.3 _ .• .48.0 - . . .. ; ::. 60.0 •• ;•::.•': 60.0 • • ' 60.0 '.."'...,:'. .• . . .:.. 75.2 • • ' • 60.2 • 75.2 . 6U.2 24.0 72.0 72.0 110.0 1112 82:4 36.0 82.4 48.0 72.0 69.5 69.5 60.0 • 72.0 60.2 60.2 24.0 76.0 . 110.0 81.0 67.7 110.0 81.0 67.7 36.0 .._ •• I 48.0 • 76.0 76.0' • . 60.0 . 76.0 60.2 60.2 APPROVED ▪ Se 0 7 1995 9.1 COMPARATIVE ANALYSIS; ACCEPTANCE No.: 95-0630_06 EXPIRES • S t o 0 7 1099 Man1 Perez, P.E. P1 Examiner Product Control Division Windows with 3/16" Tempered Glass Windows Dimensions .Design Load -PSF Width (in.) j Haight (in.) Positive (Exterior) Interior (Positive 261/2 � 26. 110.0 1 138.8 37.0 ; 26.0 110.0 131.9 531/8 1 26.0 110.0 113.3 26.,1: ::...;'),I, F. '» ,• '..: ' .36.E :, ,: ; ...,.,!;97:6 »' ;:.'::;: 97.6. 37:0 iv 531/111:1W i t.,.. : . '36.0 ,' 36.0 +." 'ir1 10.7: 110.0 T 90.7 •13.7 26 1/2 ' j 37.0 j 36.0 94.7 94.7 531/8 j 48.0 71.3 71.3 106.3 26`.1/20, j :...:48.0:x,.. .r: >• . ' • 370' : ;'t • :48:0 .�..';.; 48: D Y:' . Vii, 85.1. '' .... :' 67.9:. ' 85.1 67.9 53.1 ,, • i 261/2 � 60.0 102.2 102.2 37.0 1 60.0 80.1 • x80.1 53 1/8 60.0 65.2 ov 65.2 ' . jamas • 4 9.2 COMPARATIVE ANALYSIS: f 1 • ACCEPTANCE No.: 9S- 0630.06 APPROVED : SEP 0 7 1995 EXPIRES : , SEP 0 7 1999 • Product Control Division • j_ 10. TYPICAL ELEVATION; • • 1 • ■ 4, 76 dZ" EXPIRES k8' 0 7 1999 Man 1 Perez, P.E. Plans xaminer Product Control Division ss 1 :. ;`nl nL emotes ac c rvir . nr • ACCEPTANCE NV.: APPROVED EXPIRES • NOTICE OF A`CI PTAN 1 STANDARD CONDIT!W:S 1. Renewal of this Acceptance (approval) shall be considered after a renewal applicatia.l has been filed and the or submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) ye. 2. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditih this Acceptance. 3. Renewals of Acceptance will not be considered It a) Then 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 comet Installation of the product; d) The engineer who originally prepared, signed and sealed the required do. :animation initially submitted, Is no longer practloing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically r for termination of this Acceptance, unless prior written approval has been requested (through the filing of a re% application with appropriate fee) and granted by this oaks. 5. A,py orthe following shall also be grounds for removal of this Acceptance: a) Unsatisfactory perfotmaooe of this product or process; b) Misuse of this Acceptance as an endorsement of any product, fbr sales, a:: vertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration may be displayed in advertising literature. If any portion of the Notice of Acceptanet• is displayed, then it shall done in its endray. • 7. A copy of this Acceptance as well as approved drawings and other documents, when it applies, shall be pr the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. T copies tweed not be resealed by the eagurser. 8. Failure to comply with any section of this Acceptance shall be cause for termination :..td removal of Acceptant 9. this Acceptance contain* pages 1, ZW through 2(f) and this last page"). 10. Unless specifically indicated in the Acceptance (approval), this unit Is approved as a single unit installation. Fo multiple Insallulon oflhis unit, a separate Acceptance for mullions is required from the Product Control Secti 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners lit all other parts of the fram be as tested, but In no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" f ' corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one taw the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for of Warners used In meting. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Pre% cntion, Chapter 36 of the Florida Building Code. h, .•14.Yi• •,;l4∎..'4 *Mow. END OF THIS ACCEPTANCE .3. 7111.0,4 • •. • M 1 Parer. P.l,., P ,r' Examiner Product Contl•JI Division q3 orb 3 s 444 5 y r,J /AdaA' .S 5 >a) - 71.7-Y 6. IESNTRTSSURE RATINGS WHERE WATER INFILTRATION REQUIREMENT IS NEEDED X WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED Positive + 50.5 sf +50.5 psf Nenative MIT APPRf1VED% -50.5 osf 1/2' X 2' LONG STAPLES SEE NOTE 5 -4' MAX 810 K I/ ' MINIMUM EMBEDMENT (12) PE� '414 "Vin SILL, (5) PER JAMB ALTERNATES 3/16' PFH IAPCONS •/I I /2' MINIMUM EMBEDMENT 4 MAX 17 1/2' MAX O.C. SPACING r A 171/ MAX O.C. SPACING 17 1/2' MAX O.C. SPACING 17 1/1' MAX O.C. SPACING 4' MAX PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WI L :A ;•• BUMPER THRESHOLD (OUTSWING) 37 1/4' MAX _15' O.C. 15' 0.C._,_ MAX MAX NIO X 2' F.H.v.S. (5) IN EACH INSIDE JAMB 18' 18' 4' MAX 4' O.C. O.C. 8' O.C. 6' 4AX 15' O.C. I5' O.C. MAX MAX _.. 4' MAX- -- S 4' MAX ' 15' O.C, MAX ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO THE HEADER AND THRESHOLD WITH 1#10 x I 3/4' FLATHEAD SCREWS NOTES: 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON- STRUCTURAL ONE BY WOOD BUCK. 3. ALL ANCHORING SCREWS TO BE 1110 WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT INTO MASONRY. 4. UNIT MUST BE INSTALLED WITH 'MIAMI -DADE COUNTY APPROVED' SHUTTERS 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. 8' O.C. l5' O.C. MAX 5' MAX- 15' O.C. MAX 43 11/16' TOP OF DOOR TO OF LOCK 7. DOOR / SIDELITE HEADER, DOOR /SIDELITE JAMBS, AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. 8. DOORS SHALL BE PRE-PAINTED WITH A WATER -BASED EPDXY RUST INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 9. FRAMES SHALL BE PRE - PAINTED WITH AN ACRYLIC LATEX WATER BASED/ WATER - REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 15' O.C. MAX 5' MAX- ASTRAGAL 148 1/2' MAX 74' MAX 7. MAX 15' O.C. MAX 810 X 2' 5) IN EACH INSIDE JAM KVIKSCT DCADBOLT MODEL 660 SERIES OR HARLOC OCA000LT MODEL 020 KVIXSET LOCK SET MODEL 01200 SERIES OR HARLOC LOCKSCT MODEL 100 15' D.C. MAX -'-5' MAX N8 x I' LONG IN ALL REMAINING HOLES N8 x 1 3/4" LONG FLATHEAD SCREWS 15' O.C. MAX B-� B--I 15' O.C. MAX MAX -�-4' MAX 15' O.C. MAX 8 )/1 C I or 1ST HINGE 31 3/16' Or HINGE TYP (3) ON BOTH SIDES 15' D.C. _ MAX ti -•-4' MAX 4' - MAX 22' X 64' MAX DLO J R.H. OUTSWING • • • [ • • • J1{1�0 PER I/i� M % PE � JA MB • • • • •'A;' R AT � 2r 7 /TG C ' EMBEDMENT LL ' • 37 1/4 MAX • • • • • • -I •• 15' O.C. MAX C C O.C. MAX 4' MAX • • •• x UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT ES INSTALLED IN NON- HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION. •• • • ••• • • • • •• •••• 80 1,/16' MAX 1/2' w 2' LONG STAPLES SEE NOTE 3 L.H. OUTSVING • •• • • • • 4•••• • • • • • ••• APPROVED AS COMPLYING WITH THE SOUTH ERIN plI01 JIII��E BY - l� JlJ i I �fi J 1-s ' .' PR00' „T NTRCL OIVISION 40 8U!LOI G CODE COMPLIANCE OFFICE ACCEPTANCE NO 01-4)3 14 • 2 ' LIMITS LN.(SS i�(ED, /RAE DEC ANG. EXtRI1SI0NS KESS 10TfO, SiO CDCL ENGINEER: DR BY R.S. I DAIS 7 -29 -971 C B A IIR. PREMIER ENTRY SYSTEMS 9II E. £//ERSCN PITISBUR6, XS 66762 DADE COUNTY MODIFICATIONS ADDED PAGE 5 (DOOR OPTIONS) ADO OTHER DOOR CONFIGURATIONS REVISIONS PAR! MAC Diaz, 0,030 CQLI max can V/SIXLITES RE VISION LETTER 10-1 -98 12/18/9) Dar NAf 1: I SCALE: N.T.S. 31- 1028 -EW -0 SHEET 1 OF R JO RS 3T 6 C 9/16' 1/4' .SHIM MAX 1/2° GLASS BITE 1 1/4' 22' MAX DLO 37 1/4' MAX 35 3/4' MAX • •• GLAZING DETAIL SHERVIN WILLIAMS 850A EXTERIOR GRADE LATEX CAULK • • ••• • • • ••• •• •• • ••• •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • 000 • • • • *00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• 1/8' TEMPERED GLASS • ••• 35 3/4' MAX 22' _o MAX DLO SEE GLAZING DETAIL xO MAX XXO EXTERIOR INTERIOR SECTI -\ A A ,TSWI \� 74' MAX 74 3/ 112' an MAX MAX IND j :: snt cgSti / ■ cuL OTHER CONFIGURATIONS EY 35 3/4' MAX 111 1/4' MAX APPROVED AS COMPLYING WITH THE DA SOUTH FIRMA FROOU, . `TYROL DIVISION 61.5! C1 G CODE COMPLIANCE OFFICE A C C = : A 2 : C E NO. 0( - 03 151. z9 N UM] IMIY UNLESS gIE0. FRA . : ESC MIX (MESS IOTED. SIB O L W i .ENGINEER- Dt R R.S. 16ATE 7 -79 -971 PREMDDR ENTRY SYSTEMS U C . gTE JI POr Q 667 2 37 1/4' C B MAX SEE GLAZING DETAIL 35 3/4' MAX XX x_ ), JD ADDED PAGE 5 MDR OPTIONS) /0-1 -+e RS DADS COATI' I430IFICATIDNS • r— 3/4' ADD SCREVS TO LITE FRAMES t A ADD OTHER ODOR CENFIGURATIONS z454 IS ue fitvaoa art n PAR IIM(: t: SOIL: N . 31- 1028 — EW — O SHEET 2 OF 6 I IiCYISD7i UIII C ITEM NO. DESCRIPTION PART NUMBER COMMENTS IO WOOD HEAD JAMB EW-14 1 1/4' x 4 9/16' MTL. TO BE PINE OR EQUIVALENT O COMPRESSION WEATHERSTRIP EW -25 LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE) Q ALUMINUM ASTRAGAL EW -12 PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL ® ALUMINUM- BUMPER THRESHOLD EW -15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' SQ TOP CHANNEL EW -08 PREMDOR BRAND - I 11/16' - 20 GA STEEL _ © STEEL SKIN 26 ga (011 +004 -DOW XIX INCOCSS FEa ( TDUEITST 17117 IS 141• 0 POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs. /Ft' ® BOTTOM CHANNEL EW -07 _ PREMDOR BRAND - 1 11/16' - 20 GA STEEL 0 WOOD LOCK BLOCK EW -09 4° X 9 1/2° MTL. TO BE PINE OR EQUIVALENT 10 STRIKE STILE EW -06 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 11 HINGE STILE EW -05 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 12 • LOCK PREP FILLER PLATE EW-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EW -16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB EW -13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 #10 x 3/4' F.H.W.S. (4) SCREWS PER HINGE INTO DOOR 16 #10 X 2' F.H.W.S. (5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM TOP, MAX 18' O.C. THEREAFTER :113) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOP MAX 8' OZ. THEREAFTER '6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM TOP, MAX 15' O.C. THEREAFTER I/ 110 FHVS V/MINIMUM 112 EMBEDMENT [R 3/16' PR TAPEDNS VMINIMUM 1 1/2' EMBEDMENT REFER TO ELEVATION VIEW, FOR B (IF SCREWS USED AND LOCATIONS 18 #10 X 3/4' F.H.W.S. (2) SCREWS PER HINGE INTO JAMB 19 #8 x 2' F.H.W.S. (2) SCREWS AT EACH STRIKE PLATE ®0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK © #10 X 1 3/4' F.H.W.S. (2) SCREWS PER HINGE INTO JAMB ® WOOD SIDELITE JAMB EW -19 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EW -20 1g G LASS ROPYLENE FRAME- DC -1643 - COOL -2) ® SIDELITE TRIM (WOOD) EW -21 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT ® WOOD CASING EW-22 FOR SIDE BY SIDE JAMBS' AS MULLIONS - ITEMS ARE MOLDINGS USED ® WOOD SIDELITE HEAD JAMB EW -23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT ® WOOD SIDELITE BASE EW -24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT :+ POLYPROPYLENE LITE FRAME DC -1643, 001 -2 HP Polypropylene by ODL ® #6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME To EXCEED D 0 TiliEERI AFTER( EACH CORNER AND NOT ® SIDELITE STILES EV -26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT ® PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' QC. TICRAFTER, USED ON MILLIEWS AND TRIM LIMITS: UNLESS NOTED, FRAC. ' DEC ANG. EXTRUSIONS: UNLESS NOTED, STD. COWL. TEL'S. B DADE COUNTY MODIFICATIONS 1/11/01 JD A ADDED PAGE 5 (DOOR OPTIONS) 10 -1 -98 RS FNGINFFR: LTR. REVISIONS DATE BY PART NAME: ENTERGY WOOD EDGE I.;R (: -: DR. BY R. DATE — • — • MATT: SCALE: PREMDOR ENTRY SYSTEMS 911 JEFFERSON PITTSBURG, KS. 66762 31- 1028 - EW SHEET 3 - 0 6 1 F REVISION LETTER B S — u • • ... • • • ... .. .. • • •. .. .. • • • • • • • • • • • • • • ... • • • • • • . • . • ..• • • • ....... . ... 1/4" SHIM MAX '• 3'/,:4 "': I B B 2 BY WOOD BUCK 1/4" DOW SILICONE #995 APPROVED AS COMPLYING WITH THE SOUTH FlyRIDA BUILDING L � `ODE DA BY /. 0 / N J PROOU •NTROLDIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO. Ol - 03 4 1' Z9 MATERIALS LIST 79 3/16" INTERIOR MAX 80 11/16" MAX 1/4" SHIM MAX • ••• • • SE7I 2 BY WOOD BUCK N • • • • • • • • [-• • n /'1 2 BY WOOD BUCK 1/4" PLEASE SEE "GLAZING DETAIL" DRAWING #31- 1028 -EW -D SHEET 2 OF 6 DOW SILICONE #995 APPROVED AS COMPLYING WITH THE SOUTH FLQ,RC_ BUILDING CODE DATE J uly �; EY AMMW PROD ..T NTROL DIVISION BUILDING CODE COMPLIANCE MICE ACCEPTANC NO. 0 3 /v. Z D DADE COUNTY MODIFICATIONS (/11/01 JD : w.: : _ . _ • 1 : ► : i i 1 .• s 111; 1 • I ► 6 -2 -99 10 -1 -98 RS RS LIMITS: UNLESS NOTED, FRAC - DEC ANT;. EXTRUSIONS: UNLESS NOTED, STD. COWL. TOL'S. A ADD SCREWS TO LITE FRAME I. MATERIAL LIST 12-18-97 R.S. ENFiINFf R: LW. REVISIONS DATE BY PART NAME: ENERGY VOOO EDGE S T (- ) DR. BY R.S DATE 7 — ?9 -97 1 MATT: SCALE: PREMDIR ENTRY SYSTEMS 31- 1028 -EW SHEET 4 6 - I 911 E JEFFERSON PITTSBURG, KS. 66762 � E REVISION LEITER D 79 3/16" INTERIOR MAX 80 11/16" MAX 1/4" SHIM MAX • ••• • • SE7I 2 BY WOOD BUCK N • • • • • • • • [-• • n /'1 2 BY WOOD BUCK 1/4" PLEASE SEE "GLAZING DETAIL" DRAWING #31- 1028 -EW -D SHEET 2 OF 6 DOW SILICONE #995 APPROVED AS COMPLYING WITH THE SOUTH FLQ,RC_ BUILDING CODE DATE J uly �; EY AMMW PROD ..T NTROL DIVISION BUILDING CODE COMPLIANCE MICE ACCEPTANC NO. 0 3 /v. Z •• MAX PAX 17 Vr MA1t aC sPKING 17 t/rMX ac SPACING 17 Vr MAX DC SPACING 17 IR• MAX GC SPKGG • CLL MAX MAX 4. MAX 17 1/r MAX aC OPKMG 17 yr MX OC 3.0004 17 1/r MX GC S►KtNG a• MAX 17 1/r MAX Ot SPACING MAX 4. 37 1/•• MAX �. MAX PAX 4 MAX ∎•G S' D.C. 3' GL MAX MAX J riF • • •• 7y . M; 3 .I3•• 3• aC MAI MAX S MAX 1 1 ' 3. L MX MX MX •• MAX 4 17 a 7 0C ■■ 13' • S• OL MAX MAX 74 3/•• MAX OX 13• aC MAX • • • •• • • • • • • • • • MAX 3 PAX 37 1/r MAX 4 MAX OC MAX • CC- 4 MAX 13' G 3•CIL MAX MAX MAX a• MAX 00 11/16• MAX • .. • •a . X ••• EO 1/16• MAX MX F RD 110 I /16' MAX 37 1/•• MX •- •• NA! G/441 i ` •• MAX I]• OC t 1 3 GC MAX MX — MAX ! MAX 17 ter MAX aL SPKIG 17 1/r MAX OL SPACING •' I' 13 0 J 13• GC MAX MX MAX •• MAX a• MAX 37 1/r MAX MAX — 1 Gam MAX •• MAX V' ac. 13• GC MAX MAX 3• aC MAX xo 1 I 74 3/.' MAX I. E IY 0C MAX 37 1 /a• MAX MAX 4 MAX 13' OC 13 OZ., MAX MAX I MAi MAX 1 •• MAX R. MAX 3 MK oxx MAX '1 I I 13 04 I I 4 MAX 7 4 - MAX •• MAX 17 Vr MAX GC SPACING 17 yr MAX OC SPACING 17 Vr MAX GC. SPACING 17 ur MAX aC SPACING n 3 MAX 17 GC. 13 OC PAX MAX j I 1 MAX MI MAX MI 3 MAX - MAX IRATI_ AO 11/16• MAX 00 1 /1 6 • MAX APPROVED AS COMPLYING 1AiTH THE SOUTH FLORIDA B DING CODE DATE J 5 BY /�J !' / / / //Z Pr I IP. L" PROD T ► • NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0I 0 3 ( Y • 2.9 BO 11 /16" MAX •• MAX 37 1 /4• 37 1/7 MAX a' MAX •• MAX 13' GC 13• D.C. MAX MAX • GC MAX MAX .—I MAX FNf INFFR: Ill III' MAX 3• 3 MAX..-. MAX A MAX 13. CL 13• GC. MAX MAX t l' 1 _ I MAX M •• NAX MX 911 E. JEFFERSON PITTSER, KS. 66762 nr MAX axo S MAX IS OC3 O MAX MX j 1 1 1 . I MAX 3• GC J 13 04.113' G4 ! • - X IMX MAX MAX max _ 3 - MAX - AAA • xxo DR. BY J.I) I DATE 1 -11 -01 1 37 1 /a MAX MAX 4° MAX 13 W. 13' MC MAX 37 1 /.• — •• MAX MAX a• MAX 13 CC,,,�„13 OC Mt i Mu M AX � 1 I 17 Gal.,' QC. I l •• MAX MAX MAX 4 n• MAX LIMITS: UNLESS NOTED, FRAC. - DEC. = ANC EXTRUSIONS: UNLESS NOTED, STD. 0041. TOL1 PREMDOR ENTRY SYSTEMS a MAX 17 1/r C MX 0 SPACING 17 MAX SP GC SPACING I7 1 r MX OC SPACING I7vr aC SPACING MAX 1 4. PAX L TR. PART NAME: MATT: MAX MAO NO 11/16' MAX 13' GC. MAX 3• 0 MAX 3• MAX 3• CC MAX 3• CC. MX REVISIONS 7•• MAX 3 - MAX .■■ xx 3• MAX 17 at MAX MAX 13' Of��j3• G 104 MAX - 3• MX x I SCALE: 17 1/r MAX OC SPACING to vz MAX O C SPACING MAX 17 1/7 GC IP.Cl'G REVISION LETTER I) 1/r MX 0C SPACING 0 — MI DATE •• MAX By 31- 1088 - EW - El SHEET 5 OF 6 THER BLAZE_ 36" b I rMAX 79 4 M$X 79 3 Mtp nu 00 PD -1 PD -18 • 00 PD -35 0 SL -10 00 00 PD -2 PD -19 • • 00 PD -36 36" �I r MAX 0 . • • • •• • • • • • • 00 00 P D-3 00 PD -20 000 PD -37 0 SL -20 SL -30 • • • •• • .. • • • • ui ti • • • • • •••• • . • • • • ••• .. . ••. .. •• • • • • •• • • •. •. • PD -4 PD -21 PD -38 • •• • • • • •• •• • • • •.•• •. • • • • •••• A • SL-60 SL -50 • LEVSEELITE STYLES ./SREACE APPLIE, PD -5 11 PD -22 P D-39 BD GO PD -6 PD -23 X90 111111 PD -40 0 D PD -7 PD -24 1 T 00 PD -41 SL -50B SL -69A SL -69B PD -8 I PD -25 00 00 PD -42 PD -9 J PD -26 PD -43 SL -69C SL -25 SL -55 PD -10 PD -27 PD-43A • • 0 APPROVED AS CC,�:,PLYIKG WITH i r.E SOUTH Ft. U 5 [6U I E 00 PD -11 PD -28 PD -43B SL -30D SL -40 SY PRODU T NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCEN0. IC / • Zq FNGINFFR: 00 PD -12 PD -29 PITTSBURG, KS. 66762 00 PD -13 PD -30 1 LIMNS: IRESS ICED, FRAC. DEC. = ANG. EXTRUSIINS KESS MUTED, STD. 0011. TEL'S. DR. BY J.D. 1 DATE 1715/01 T P911 REE. £FFERSON MDEIR ENTRY SYSTEMS PD -14 v �8 00 PD-15 PD -31 PD -32 1 0 TI 00 PD -16 PD -33 \S ITR. R(VISI@IS PART MAAE: PREMDOR DOOR OPTIONS MAT1: I SCALE: 0 0 D PD -17 till tP,1ll 1 . 11 PD -34 SL -90A SL -90B SL -90C SL -30B SL -30C SL -70 SL -80 REVISION LETTER DATE 0 31- 108 -EW - 0 SHEET 6 OF 6 BY o � 7� II I1 =` II 1 ss4 141111u N th �II ,= 50 7 N i o i A , 5 .1 A I N 11 _ 0 tl _2 2 � - Z 1 II 2.7- Q - 5 �` N 11 QIO CIO a. t A C — — - -- - -./ .. ..._ . _. • • • • • • •• • • •• • • • • • •• • - • • • •••• • - • • • • • • • . . . • ••• ••• ••• ••• • ••• • • ••• • • • • • • • •• • • • • • • ••• • • • - - • • • • • • • • • • • • • • •.• • • S • ••• • • • : • • :./ : o f - v . "3 e .. - zA :raeieWAY 0• 0 • • ••• V • 14110 : q 13g14: --� I (vov 17 0y 35s ' 4. >, 11.8o • of-1r 5 RY - �L%S Iv�� M Pr- • Z1 Kp75Ftqw' _ _ • . m • .. GK •. Z�c �� (apo 34,0 ram-1.511-4T I 3 itE N -11.M %r11101 n I IIE SIGNA flit*: 440 TIl: 111111;1. \M. RAISED SEAT. OP ¥l.OIIDA I1(•t'SSED Sl t %El OK +� mArrf Q z Ti A 40 u PROPERTY OF: Rasmussen, John P. , 260 N.E. 95th Street, Miami Shores, I�I A BOUNDARY SURVEY 1 nereo. certify that the survey repre- sented .ereon meets the minimum technsoi standards set iorth by the Board of Lund Surveyors in chapter 51C- Florida .Admmntrauve Cooe pursuant to Section C.O. r Fla. Statutes. There are no encroacmments. overlaps. easements appean on the Plat other than as sho memo. // MUM sunvno• •POns(•rrea I.O. Z t• This property described as: The West 1/2 of Lot 8, and all of Lots 9 and 10, Block 28• AN AMENDED-PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, Florida. LoATION . - - Z-9590 (Iti) 12 00 Florida 3313 LOIN Eti.- AND (::112(•1:x. ItiC. SI -Vg. :11)121- :N1.AI'PM:It1- I.:*,N1) FRS ERNESTO E. ESPINOSA #2946 Ulficr addrrss: 35') Alcuar Avenue-, ('oral l:abirs. hlurida 33134 045) 666-''nr) I' )V I S33 -3b' 3 HELL) I)- 1 J s c.ALE I { DR.av1 ∎ BY I paiti I ' I, • MIA P QDUCT CONTROL NOTICE OF ACCEPTANCE (,305) 375 -2901 FAX (305) 375-2908 Inc...." • • •• •.• •tON TKACTOR LICENSING SECTION SO theastern Metals Manufacturing Co., (305) 375 -2527 FAX (305) 375-2558 118 1 Industry Drive •• • • • • •• Cp FL 32226 CO NTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375.3408 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372-6339 20 ga. Galvanized Steel Storm Panels Shutter 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`pproval shall not be valid after the expiration date stated below. BCCO reserves the right to secure th.i prodtict 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 dete t ined BCCO that this product or material fails to meet the requirements of the South Florida Building Code., The e xpense of such testing .vill be incurred by the manufacturer. Jacksonville Acceptance No.: 99- 0318.03 Expires:10 /10/2002 Approved:07 /01/1999 - T>-IIS 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. 1 of3 • • .•. • • • ••• •• •. • • • •• •• • ••• • • • • MIAMI -DADE COUNTY. FLORIDA • • • ••• • • • • •'METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE .• .•. .. .•. .•. .1' METRO -DADE FLAGLER BUILDING .• .• • 10.vEST FLAGLER STREET. SUITE 1603 . ; .. . : .. '.' . MIAMI. FLORIDA 33130-1563 Raul Rodriguez Chief Product Control Divisio: 1 0.4kk rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance 0: Internet mail address: postmasterau ^^ buildin �; codcnnline.eom Horncpae: b:'p'i /w....buildincodcunline. corn . •• •• • • • . . • • Southeastern Metal Manufacturing r Co., Inc. • as the approved drawings. ••• • • • ••• • •• • • • • • • • • • • • • • • • • • • •.• • • • ••• • ACCEPTANCE No.: 99- 0318.03 • • A'Pl.9•VE13 • • • • • • • • • • • • • • • • • • • • • ••• •• ••• ••• • ••• EXPIRES •• • • • •• ••• •• NOTICE OF ACCEPTAN.Ctr : :5'ESIFM CONDITIONS • •• • • • • • ••• •• JUL 0 1 1999 10/10/2002 SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Noti of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miarr Dade County, for the locations where the pressure requirements, as determined by SFBC Chapt 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2.i PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its co:nponents shall be constructed strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gaul Galvanized Storm Panel System ", prepared by Dole 1. Kelley, P.E., dated October 17, 1997, la revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Produ Control Approval and Renewal stamps with the Notice of Acceptance number and approval date the Miami -Dade County Product Control Division. These documents shall hereinafter be referred 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cone metal shields, headers and sills, must be protected against corrosion, contamination and damage all times. 4. INSTALLATION . This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in st-ri compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and a following statement: "Miami -Dade County Product Control Approved ". 6. IBUILDING 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 Acceptance, clearly marked to show the components selected for the propos( installation. 6.1.3 Any other documents required by the Building Official or the South Florida Buildir Code (SFBC) in order to properly evaluate the installation of this system. Helmy A'akar, P.E. - Product Control Examine Product Control Division 2 of 3 • • ••• • • . •... .. .. • • • .. .. • . Sotithe Metal Manufacturing Co., Inc.: • • • • ^E No. 99- 0318.03 J U l 0 1 1999 3 of 3 APPROVED • . • • I . .. . . .. • . • • • • . . . 10/10/2002 . E XPIRFS • • ... ... ... ••• • 0:41 NOTICE OF ACCEPTAN6E::•: ; ST AI �D ; �RH.�ONDITIIONS 0000•08000 00 1 Renewal of this Acceptance (approval) shall be considered after a renewal a pplication has been filed and th original submitted documents, including test - supporting data, engineering documents, are no older than eigh (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and th following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in th. 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 produc 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 th correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initial!: 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 automatica!l be cause for termination of this Acceptance, unless prior written approval has been requested (through th 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 othe purposes. 6. The Notice of Acceptance number preceded by the words . If ti i -Dad Cou ty of the Florida, and ofolloweda i e date may be displayed in advertising liter any portion then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings ands ha I be documents, for inspection the j b shall sb provided to the user by the manufacturer or its distributors at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section .of this Acceptance • shall be cause for termination and removal c Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE �. Helmy A. akar, P.E. - Product Control Examiner Product Control Division • • • • 1_ 1 •••• I 1•••• • • 1•••• • • • • • • •••• • • 1 7/S 1 n - 1114) TYPICAL 20 GA GALVANIZED PANEL • • • . T • ••• • T I./V 1 P 01101 • //IS 3411 • -11.11 ....1• - + 1.11• • r.• rM. w . 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Y' •1111 1,14S t> .4t''• •.V Ole MrROYLD AS CO)In71NG 91111 TNt 500111 T(OR14 BUILDING COo( � DAIt,�SFNB - }' BT PtooUCCt8NIROL 07115.01 BUILDING COOL COIIInwect dllct ACCRIANC( NO Q7 •egOS,n) • • • • • • • • • • • The Galvanized Steel Storm Panel Hurricane Total Envelope Protection itedtleliltgtodlt listed b)P (t '0 Dade County Florida- U.S.A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade. Broward and Palm Beach counties and is also building code recognized nationwide. particularly in coastal or high wind regions. • • •• • • •• • • • • •• Regular carpenter tools listed in the installation instructions are all tha4you geld !be Dp- lt•Ygutself S=brtit Purl Applications. • • • • • • • • • Our storm panels system has been tested with a variety of alternate facie tinglurdwate for botch concrete mai:4y. stucco, block or wood frame application. • 1) on screws into concrete masonry. 2) Lag screws into wood framinijntii3 ),Side of hei.l1etd b o secured by a tamp -in masonry or concrete anchors ,re II typical examples of different corrosion resistant fastener hardwar! tiors that• tall:co de sproved for both storm panel mounting systems. • • • • The detailed installation instruction pamphlets are available in English and %penis s. Illy plcorlde eyiy to follow, step by step instructions. The bilingual materi selection guide located in the installation pamphlets will provide available size and quantity takeoff information necessary to confirm your materials. • Ourlsystem utilizes standardized 44 ", 56". 68", and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door, openings. • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available • When pre - drilling for tamp -in anchors and accidentally break into an open cell of the concrete block. the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. • .A 1.8 " pilot hole for wood frame construction or I!8" pilot followed up by a'A" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between l "- l 4/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications • The product placement form. located in the detailed installation pamphlet, will record the number of labeled or numbered panels required for each opening by its specific intended location. • Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to.ai4ent and conceal mounting hardware. See your paint specialist. different types of paint tend to require special attention. A minimum 2" edge distance for concrete or masonry opening or edge distance for wood frame openings are required to insure correct fastener edge clearsn: Storm panels provide hurricane protection without lapping past the window opening. • A wing nut driver tool is available for both screw gun and hand ratchet screw driver. • To meet building code standards, after the initial mounting hardware is applied, storm panel systems are designed to be installed without the use of special pow: tools • In arena where storm panels are required by building code and also for existing buildings constructed in code required regions, typical mortgage insurance ci `V1'ett'i/iums arc suffi.icntly reduced when the application of approved storm panel protection is provided. The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 M P H. wind born water and flying debris protection. .Approved fasteners for proper installation are critical to confirm building code requirements. Fumng is a means of adding a spacer to jet out away from the will or glass of a window. Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally, panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain, snowfall. or condensation. Whether storing indoors or outdoors, the panel stack(s) should be stored off of the ground on wooden blocs, with one end slightly elevated A loom canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plasti tarps should never be used. The plastic will only create and bold condensation. • • The 20 Gauge Galvanized Steel Storm Panel System was tested at *71.5 PSF and —55.0 PSF and with a maximum of impact deflection 2.5%8 ". Deflection is thr minimum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. • SEMCO maintains a toll free technical support Hot Line 1400- 737 -7327 or 1. 800 -SE -SPECS with a team of qualified technicians. Monday through Friday. 8 am to 5:00 pm EST. Providing information on building permitting. custom lengths. special applications and general "How To information. Building perminir forms are available where storm panels are purchased. • ••• • • • • •• • SEMCO STORM PANEL B'A'S: • • • ••• • • • 5/25 ate ame Building Official Name of Municipality A ddress C ity, State, Zip RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM ear Sir: We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 97-0805.01. 7this letter authorizes to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 97- 0805.01 to be used at the flowing job: erely, Name OfOwner lnbsite Address c uthoriz d Signature JIM HORTON. VICE PRESIDENT Print Name and Title Notice of Acceptance Holder .SOuthe tern Mehl �r Ilai± ae Ca' Inc. • • • •.• •• S -:J• . ••: ••• 11801 Industry Dries • P.O. Box 26347 Jacksonville, Florida 32218 1(800)342.1279 Fl. WAll .•f(a00)&C1-03SSNAT.a{ASS • (904)757 4200 • • • • • • • • • • • • • ••• ••• ••• ••• • ••• • • • • • •• • • • • • ••• •• • • • ... • • • ... .. . . .. • • • .. • • • • • • • • • • • • • • • • . • ••• • • • • • • • • • • • • • • • ... • • • • • • • MIAMI -DADE COUNTY, FLORIDA MM I D ADS METRO -DADS FLAGLER BUILDING • •BAt LDING CODE COMPLIANCE OFFICE • • • • • METRO -DADE FLAGLER BUILDING ... • • • •.. ... ' INV wEsT FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF AceeKFANcF. ••• (305)375- 2901 FAX (305)375 -29Us • ... • • • • .. • Premdor Entry Systems • • • (:ON "rltACCOR LICENSING SECTION • • • • • • • ... .. • (305) 375 -2527 FAX (305) 375 -2558 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 CONTRACTOIt ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of Entergy 6 -8 S -W /E Outswing Glazed Double w /sidelites Residential Insulated Steel Doors 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by 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.: 01- 0314.29 EXPIRES: 04 /02/2006 APPROVED: 06/05/2001 11s045000I‘pc200011templates \notice acceptance cover page.dot Raul Koar►gucz 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 • • ..e • • •. • • • • •. • • • • • • • • • • • • • •.• • • • • • • • • • ... • • • 2 .. • • • • • • • • • Premdor Entry Systems :. ': • ' AGCEPThNCE No.: 01- 0314.29 . • • • . • • • • . • . .. • ••• ... ••• ... • • ••• JUN 052001 APPROVED •• • • • •• ••• •• ▪ ••• • • • J�;pIItES April 02, 2006 • •• • • • • • ••• •• NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00- 0321.31 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6 -8 S -W /E Outswing Glazed Double Residential Insulated Steel Door with Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No 31- 1028 -EW -O, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold ( Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, 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 of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installe• i i trict compli : nee with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this un will require hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installatit s of this system. Manuel crez, P.E. Product Contr Produc ritrol Division xamincr Premdor Entry Systems • • • • • • • • • • • • • ... • • • ..• .. • • • • • • • • • • • • ••• • • • • • • • • • • • ••• •; . • •; • •AC No.: 01- 0314.29 • • • • • • • • • • • • • • • • •• • • •APPI6YbD ..vtpiREs • • • O. • 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT 3 Product - . rol Division : JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTA•NCE:: •• Stitl\t Af 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 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. NCE All .� — '1k – Manuel .'erez, '.E., Product Control Ex miner Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 'ice 2 Time /elm( Address 26 Company 794- ij �'e �` /4) Phone # .2— 9 3 3 3 7 For Inspector: 9-1 , ' t —� Name & Date C Approvee— X( Correction ❑ Re -Insp' n Fee ❑