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567 NE 96 St (12)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /() /77 /97Job Address 6-G 7 NE 9 6f Tax Folio Legal Description Historically Designated: Yes No t/ iftiiessee / Tenant 1c 11�e ( owner's Address -5 6 7 A1 E / Ch S 4T , Contracting Co. Qualifier State # Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): UILDING ` LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Re f la 1) ( 4) / Yt r((-9 cCLc l/u tr r 1c k 6 40 1-± e rs Square Ft. .36 `/ 5 Municipal # 93 Z6,e /o /17 /?7 Signature of owner and/or Condo resid nt Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Building Mechanical Plumbing C.C.F. Address Master Permit # Phone ( 3cS) - 76 2 -d X SS# Phone Competency # Ins. Co. Address Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ature of Contractor or Owner -B. ilder Notary as to Contractor or Owner - Builder Date My Commission Expires: Electrical /Oh 7/7 Date Engineering Proposed Window Layout for: Michael Byrd 567 N. E. 96th St. Miami Shores, FL 33138 O Windom 36X3® 75 52 FEB.22.1995 5 :54PM NO.204 P.1 /2 FAX SHEET ATE: / 3/ lq 7 NO. PAGES: 2 (INCLUDING THIS SHEET) TO R0 5 5 COMPANY: f I41 FAX #: 7s6- 8/7 Z IF THERE ARE ANY PROBLEMS, PLEASE CALL: (3GS) 824 - 4 7 2 COMMENTS: p ro ®se. Zo yj FROM: Mt c ha, /8dFAx#: (305) 824- .204 Gordis Cardls Carporailan 14201 N. W 60Th Avenue MiamiLakas. FL 33014 (305)824-2000 (305) 824 -2080 fax Malting Address: P.Q Bar 025700 Miami. FL 33102.5700 decO a-ycoeF 47‘c-- \ \V Date Name Building Official Name of Municipality Address City, State, Zip RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 96- 0606.05 . This letter authorizes to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 96- 0606.05 to be used at the following job: Si . erely, 0 /a /7 7 Jobsite Address - 4uthoriz d Signature fr JIM HORTON. VICE PRESIDENT Print Name and Title Name Of Owner Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive • P. O. Box 26347 Jacksonville, Florida 32218 1 (800) 874-0335 • (904) 757 -4200 F s 6 7 Notice of Acceptance Holder FORM #180 -04 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 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- 0606.05 Expires:10 /10/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 10 /10/96 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. METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLA3LE.R BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA X3130.1563 (305) 375-2901 FAX (305) 375-2908 INTERNET: mdc:G 1 shadow.net PRODUCT CONTROL SECTION (305)375.2902 FAX (35) 372 -6339 Raul Rod guez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Southeastern Metals Manufacturing Co. Inc. ACCEPTANCE NO.: 96- 0606.05 APPROVED : OCT 1 0 1996 EXPIRES : OCT 1 0 19 9 9 NOTICE OF ACCFPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 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- 20GA0,1, 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: 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 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 Spari/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 Southeastern Metals Manufacturing Co. Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 mall 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) Qt 1/4 " -20 xl" hex head bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) or 1/4" -20 xl" sidewalk bolt with 114" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) Qtl/4 " -20 x 1" wood bushing with 1/4" -20 x 1" hex head bolt SS spaced at 6.5" o.c. (wood) or 1/4" -20 x 1" wood bushing with 1/4 " -20 x 1" sidewalk bolt 3/4" spaced at 6.5" D.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) at 1/4"e, wood lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors as the head or 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. Qt 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" 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 Any combination of the above, 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on Drawing 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. 2a ACCEPTANCE NO.: 96- 0606.05 APPROVED OCT 1 0 1996 EXPIRES OCT 1 0 1999 Man el Perez, P.E. - Plans :f iner II Product Control Division Southeastern Metals Manufacturing Co, Inc, END OF THIS ACCEPTANCE ACCEPTANCE NO.: 96- 0606.05 OCT 1 0 1996 APPROVED EXPIRES :OCT 1 1999 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 perrnanently 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) The're 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 Acceptan'c'e number preceded by the words Dade ° County, Florida,tand failowe&by the expiration dateg >.-4 .,1r. 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 doom 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 ' • • the South Florida Building Code. Man ' el Perez, P.E. • Plans Product Control Division iner 11 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 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: TESTS: RESULTS: 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- APPROVED : OCT 1 0 1990 EXPIRES : OCT 1 0 1999 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 OCT 1 EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. IDENTIFICATION 5.1 Each unit shall bear a permanent la "el 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 hea ,Cer and'sill, each panel shall have a legible permanent.marking in each panel advising the home owne: or tenant that the storm panels will not offer hurricane . protection unless all reinforcing bo ° :s and/or straps are properly installed. 6. USE 6.1 Application for building permit sh 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 shut e :s; mean roof height, length and width of building. 6.1.3 Duplicate prints of approve: Drawing number and date by Dade Counhy Product Control approval stamp, Notice of Acceptance number Section, clearly marked to s'now the components selected for the proposed installation. 6.2 The Building Official shall ensure adequacy of shutter to meet the pressure requirements of the opening in which it is to be installer:. Man el Perez, P.E. - Plans . finer II Product Control Division 4 • . w.. / M ALL L..00. /I•.. Pr., 110911 - 401 /.).41. M(CA0 • -71.1 / 15.575' 13' COVERAGE F-- 1/2' .1 /0'1 I I 1 5/8. 7/8' (00411) - r t - 4 .na "-- -'.ue' 10001(0001044 *(1011 4101004 ACN INC RIMC CO, . M10110M%llL FLORIDA 000( COUNTS /00004! 40x1001 APPROVED .11 1 0 4 R 4 4.29• 0 R 1-- 1 7 / 0' 3 1 / 4 /8' HOLE (TYP) ® TYPICAL 20 GA GALVANIZED PANEL O ALUMINUM HEADER CHANNEL DETAIL F .20.' x .500 S/S CUNCH STUD c I T 0 .125' ii J L 1-1 v/ , µ 1 •--- 2.000• A SECURED 4) WO 1 1- 1 ®PATIO \111\11 O STUD ANGLE 61.31A•' Molls I. 0(41 PAMIR IS OSW ALD M ACCa0AMC( 104) 041 SOON r1.01110A 5000101 C001. 1004 (0110*. .0 4)0 1904 6400ARD C0.Ior( (0100x. 1. /OSin0 AND MCA0K 0C1CM 00(SSURC (0141 U60r1 SMALL BE IfAf00*1D 04 AC000DAr.C( 040 •SC1 7 -II • 14)10144* D(S4C1.1 LOADS OR 6000x65 AMA 0114(4 SIIUC MAW. 3. S10.41 PAME13 94011 et AMA 70 CAUL( CLVMMZE0 (0.0316'1 Coon:moon TO ASM A451 SS0UCTRUI1 CIAO( 34 RI 0.10 4Hr. I7 • 3709. 01005 (04100001 90.11 At 4043 -14. U.O.M. 4. MODUCI *x0430) SMALL 00 •11a0 It Of 0010 040 04 1M1 PA/41. MM *IM. Of OM( *4(0x1 ILA •0M(l AMO 130011 BC 1000.00 AS (((1004: I 40 4)(01 (4(140 -0001 4)00010x( COOL 0(00(004(0 (0x(13 MM Intel 001.15 AM9 SPANC 0045 •4 x10 -5MO14 S(CUREO AT (KAY LAP AMT. 9. All SCATS AM0 0091(43 PILL BC C*(VA1412(0 OA StA0RC3l 0410. 444) 0 MMMUM IF • 13 AA 2. MAMMAL P MOR0 00100 ARC ME *AMU0AC4URC'S 0(10(5(000000 or **1(0100) 10 01 01(0 M 10001C0 110004. 1. 10P • 60410* DETAILS 90404) *004 0( 041(104AM600 AS /NWD C0rOn0,4( AMM:ATL IAM(LS MAY 0( *001410 MOMD00T0LLY 101110 APPUCA0LL 4. ME 0(101/ I.M0 SPEOn(1ROMS 90400 140(30 0010.041x0 M( PRODUCTS PROPOSED 4101 OIACT. C4L4C •00 44x000* SIAOC MR PRESSURE 14)004 M 0440000.4( •000 DAD( COUNTY PROTOCOLS PA 104. 207. 4.0 103. 0(94* 13 SAS(0 0M CTC MST •(PORT MO. 10. *AAMUM A11.0•010L( O(9CM 10•0: 1 1.375 • REF. F 250' x .500 5/5 CUNCH STUD J 1 2.000' SILL DETAIL 68 SILL 2.50 -.1 F---- 13.00 15 ; 13.00 -4 ( + 6.50' -4. 6.50 - .1- 6.50 =4. 6.50 6.50 6 ANCHORS 8 ANCHORS 86 - SILL 10 ANCHORS I I I /SO4(w4I14 BOLT 7/8' X 5/16' SLOT (TYPICAL) 0.1 21' SRI r I O,..0 •441 2.00 -4 1.- 13.00 -+I'- 13.00 --}- 13.00 -4.- 13.00 -4 12 ANCHORS OC •AU far Note: Reinforced panels with stitch bolts and spri'iq nut of mid -spon secure of eoch lap joint. HOLE LEGEND • 7/10 THRU HOLE • CLINCH STUD . 6.50'4 6.5 6.50' + 6.50+ 6.50 6.50' 4. 6.50 8 ANCHORS 1.50 -i 1- 43.00- - }- 10.00• --..-- 13 00 ¢-- 13.00 -+- 13.00 -4 68 58.1 1 ' • • I • • 1 . 6.50 6.50' 7 6 50 4. 6 50'4 6.50'4. 6.50' 4 6.50 6.50 6.50 10 ANCHORS 4.00' - . - 13.00 -1'- 13.00 -4 -- (3.00' - 13.00' -4.- 13.00' -4` 13.00' -4 . 6.50'46.50 6.50'4 6.1041. 6.50 6.50 6.50 6.50'+ 6.50'4 6.501 12 ANCHORS STUD ANGLE SILL LAYOUT 0. 1 I 2 ( 3 4 I •• I I I I HEADER CHANNEL. LAYOUT 44' SILL 3 1/4 T.6 I /2:.6 l/2:q•6 1/2' 6 1/2:..6 1 /2: 7/8 76 - -` 4 1 4 D 4 [ 56 • SILL 6 ANCHORS I 1 1 i 1 ' LC ]451- IC APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I. • 16. '4111A. 1943 BY PROW ' • DIVISION BUILDING CODE COMPUANCB OTTIC ACCEPTANCE NO .4G7 - 0606.43'' SOJ1) AWE RiMEVi.S MFG. CO, DC. 20GAI)CZ MN MdOED WORM PMEL 5Y1TM DLD. !7.199• NAYSuf. 1 OF 2 1 ``�b•2Q(Jr01 ANCHOR SCHEDULE (uIN. 2 EDGE DISTANCE MI a petueVRE .MOW. M[ AIa•C (W1 ,/o . lu.rM • 1/i In' 1+01 60.0 l2 /: I MAO 1■1:30 u 1 /4 1 /e• TN CAW 4111 MOO 0)10 >Ol. 14114 1 1/r r3era0OlT • - ..1 Mato. 1/: 1 1.0/01 • 1 /0.720 0.000 Mt MUD SOU SS 1/4 (SCO •A0f 11400 00.+41 oat .101 1 1/i le. 0.0101 • 0'.p 0 Imo.MC040 MIT •• ■0718J.1,j 1p " 1 1• ANGLE TO WAIL DCIEIL 1 /ir2" Tice Panel Meta lie Cenry 0etl ./1 I /e' Gob,, Washer r Woshered W qed Nul� Steel Spring Nut 1'rl /e' /20 He. Head Bolt (DIRECT MOUNT SYSTEM WALL MOUNT SECTION M O N.T.S 1/4'0 Wood lag Screw 1 1/2' Min. Embedment Steel Spring Not 1".1/4/20 Wood Bushing ./1 - .1/4' /20 14.1 Head Boll 1 /.'Y1• SIda.•lh Boll U Foisting S(Nelul• 1/i .1" Side.alll Boll a. Wood Framing 1 s pANrj 10 ANGLE OF TAD B 1/i MAX. ANGLE TO V..L1_.M.LML HEADER / STUDDED ANGLE MOUNT SYSTEM N.T.S Glaso or Door 1 I 0.123 or 2 Alum Tub. « 2 P.T. Wood for Stud Framing 0 18' 0.0. r 2'.4" P.T. Weed Stud FromO.q 0 2i 0.0. 2 5/11 -1 PANEL 10 AHGIF OF TAIL /i Wood Leg So.• 1 I/5' Ml, Fm4.dm.nt 2.I/4'0 4 I/2" Laq Ser.- 0 24' a.c. uo. ./1 3/. P.n.t.ouen VI Canter of Studs >THl5 DETAIL +AY 80 USED AT 104 DR aorta+ DE PANELS WALL MOUNT SKTION (BOTTOM). STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAM.E1 N.T.S N. T.S Ulf 4MC jiNVCIUV ANCHOR SCHEDULE (LON. 2' EDGE DISIANCE) .00,00 M ( 1/1 q /Te sDI.NA oat I 4.500402 A.1. M al 1.> U ANCHOR SCHEDULE (MIN. 2' EDGE DISTANCE) 232+4 rPIVCNR( 80.am 4+040* 00•4 1/4" 40VN • , /!21 Mop air 0. DU 1/1 00.c. 11 q OAK 414 11/.0.0.130•1 00 OIOI 1 Y MOW. IN. D %: Moo) rattrap W40110 411 182 .4 I.1 1> ANGI E TO WALI DETM O STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T.S PANE! TO ANGLE OFTAR. 004 4V•.•at 004 W 0.011 MMC01 oar. "K1 Av•••11 IOC ••• IAMB Ip010 2111 Ie0l100 0.018 ear 004 IC 0A 14010 APPROVED AS COMPLYING WIN THE SOUTH FLORIDA BUILDING CODE D.11 iY PR000C '.81801. DIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. /v 11I �i•.1 O �. Mw.S. FI.ae✓ 4r Pd1, SOUDfASlER 1 MLf1.5 w6.W. OFC. 206802 (I/LVA ZIT 5 01JA PMLL 5YSfEAf ■ 819. IICL U.1pgd W 115.4 A. 2 of 2 • ficiy METROOADE METIROPOUTAf'4 DADE COUNTY, FLORICA OUILDING CODE COMPLIANCE DEPARTMENT METRO-DACE FLAGLER i40 wsr FLAGLEF1 STREET MIAMI, FLortion 33130-t563 PROD,UC:T C:ONTROL C\10 01 ikCCEPTANCE (305) 375 MI FAX (105) 375-29us Binnings Pnu American 281)5 N.E. 185 St. FL 33163 YOUI application lf Product App oval o r J'4.. 14 .Yingie thing .-Ilumlimm If7ndoir tinder Chapter S o f r A h . : 1 1 (2c nins tIc tsc c2( . \ ' t ;ate Materials and "types ofC(PISlitHni0ii, COtili.40teiy 10115, CIR calc:ulations as submitted by: Et nest Itildi,?u, aling with taboratoc AFIL-16030 dated: .1u He 13, 1991 has be accepta.n,:c hv thc 131indiny(de Complian.:e io be tic.cd in Dade County, rioiitla under the specific eonditic set rolib ..n p;iges 7. et seo, and tilt'. Siaridai Conditions on pau,c 3. This Opp: ova i shall be t.-al;d foi a pe;iod ol Code Compliance FCSC! veS the, to ‘:itcLite t roduCt of material at anytime 11 3 JI ei's plant 1;JI quality tEstint lr this poduci ut itrittetitl if pet ri?::11 iht! 7i.)n..:„!Veti !flannel, the Cod ('onTliance 1)epartmeni nr,ly ev:)1:e, modifV, , ;uspend ilie iC t tic mate!ial immediately. The Building , Code Compliance t.)epaitmerit tbe light quite ief.eciing tn this pi mateiiai should any amenchnc:nts t :lie Suth Iia J3:,1;4 CAe pi odnet or matetial The expense or such testin2, be incur; by Or; inanniat Acceptance No..94-0303.03 06/3i1/98 Supervisor TILIS IS 'HIE covnist EEL', SEE AD1 PAGES FOR SPECIFIC AND GENERAL CON WS I (OS_ illfILDINt.: CODE CO(11;111T.PEE 'this application for Pi oduct .Apr r)%a! has been rf.-,ioved hy 1he Metropc Dade Cciiiity Buildiog Code C(.1nriiiance I.)erdtinent by Ole Ituilding (Tod r Committee tr; osc D County, f!orid3 tinder the conditions set ['m t.!, ;ve A 1) Pr ov ed: 09/12/94 -1- toc FLAGLEn • •_ h • ,' ./ 1/ AP tr < . • . t 'ioduct Control I); vision f Charles Danger, P Director B Code Compliance Dept. Metiopolitan Dade Coutty. i 1 1 • P1 I( rlf11 •-•••••■• • Winnings Pin American DESCRIP 1 ION OF UNIT MODEI, DESIGNATION: PA 14 Single !lung Alicniinum Winclo■‘• GLAZING NIA FEIZIA,J,;, 3/16" annealed glass 2. ACCEFIANCE No.: 24-.Qui 03 APPROVED NOTICE OF ACCLPTANCL: SPECIFIC CONDITIONS SEP I ? i ASSI(:NE1) ACCEPTANCE fNlAitKINGS 101.9 AANIA 5-16 AppiisNai 11 Expiics: June to9s OVERAt.I. SIZE: 3' 9" wide by 6' 5 7/8" hie), by 2" deep CONFIGURATION : No. & SIZE OFVEN One, 42 3/8"1.-,y11 5/8" hli, .ne fixed light name glazed 3t the top, with a deal opening of 40 1/2" by 43 1/2" high (0/X) wEATILERSTIUPVING: Sinde pikt with int(-;111 plast;L: fin in ‘:eitt jamb rails on e%:tetior. kbe Single vinyl !lap in vent meeting tail and fi;Itite sill Oiit !" long adlitsive pile pad at each end fixed meetim One !!2" by 1;2" by open cll it..tam pad at each end of each lower flame come,. One plastic guide at each end of ‘,cfit jamb rails on the inierial opERA1 0US & LOCATIONS: Sprin:.; and dIt halarices One metallic spt Mg loaded hook locks at vent bottom !ail, appro.s<intately 4" Flom C end, Or one metallic cam lock at midspan of vent iin'ting rail, ioddlio into a I.:roove ;nth: rixod myelin i.n1 GLAZING f‘IETIIOD: Lx.teriot glazed tising an adhesive bedding compound and rolled aluminum bead WEE:1'1101.ES: One 1 1/4" weep notch at each end of extol io l sill set een reamer and one 1/2" weep notch at each end or inteirdto 501 flltT,e M UNTINS: Notie ,,-- ,/,7 /,' /I I itu tEiNFomil,N • None 7 / // // / * ' t 1 )iamond. I' F / PI ydnct Conn 010i..icion Suri yisoi Iiinnings Pan American ikCCEVI ANCE No.: NOTICE OF ACCEPTANCE: 511f1rtCS.DINDi1 CORNER CONSTRUCTION: Eadi name coiner and meeting tails has butt joints, secin ed with two No 3 by 1" sheet metal Scitro To vt NI nets secw c1 with one No. S by 1" sheet metal 5crew and bottom cot ticis with two or Saint type SCI ews ADDITIONAL DESCRUPTION: 2 7/1(3" ()vela!? intetior sill flange. Flange type frame. Unit tested in 2 X 6 PT wood test buck and instaIled with tine!: No 10 by 1" screws in frame head and sill and si\ of same type screws in each jamb TEST EXTERIOR WIND LOAD (PSI ) ASIM F330 POSH IVE INTERIOR. WIND LoAn (PSF) AS F.310 NEGATIVE wATF.R R.F.SISTANCE (PSF) ASTNI E547/E33 I AIR INFILTRATION iTh, 1 57 PSI: AS E283 (<0,37 CFM/E1) FORCED-EN1RY 1SS1 ANCF (FF1() AAMA 1102 5-76 Design Pressure Rating (Positive) 1 — Desigli Pressure Rating (Negative) -2a APPROVED EXPIRES : Luka_212, 1598 RESUL + 910 PSI" -91.0 PSI: 10 10 PSF 0 I8CF\1/F NH L..16030 460.67 PSF -60.67 PSI' SEpl 2 igg4 ge/-7;:///'.2 %/..• 1'. E. Suret visor rroduct Conirol Division American INSTALLATION: tri 7/ / ACCFP NCI No.: APPIOVED EXPIRES : lune 39 NO FICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCREWS AND METHOD OF Al' FACIiiN 'ENT: SILL : flO 1" SKIS p, a may: ol'6" from ;Ind 16 1/2" iitatt. HEAD : 11 10 .( 1" Hi SNIS Q.' a max or' liont cot:leis and 16 1/2' apait JAMBS : 1110 x 1" SMS 0 a mv.. off)" on comets and i" aim! t. Note: Please see oo_te jIJJ, Page) : .srp 11.7._.1g9 A copy al this approval as \yell as manufaontes Installation ins hall he pvovided to the permit . applicant by the manoiRctot el or hi , 1 :Ind shall 1,e lvail;t1 rei the :it all time. ,( ' 1 / / • ,// 4-- . • /01 Diamond, P E. / Sopervisot Product Contiol Division -2h- 5 IICE OF ACCEPTANCE: SPECIFIC CONDEMNS -2c- Gd 1.nond, 1' E. Sup"' visor Pioduct Conti 0! Division Iliiininos Pan iktlici ican ACCEPTANCE 4o.: a: • - i‘PPROVED 1ggil tiArtitEs This approval zipplies to single unit applications unly, as shown on Fge 2b Units with ir ridk hat, those ; -,h o w,1 a h o\ ,e s halt quality ft pi ova Deviations are accepted only thru con:parative analysis. Sub-bucks shall he of pi essuie treated niateiial at least 2" nominal thickness, and SeCW in at least 6 points on each leg with 3" or equivalent fasteners. Fastener: must have their own Notice olAcceptance and must be made or stainless steel or have adequate potection against col vision, per DIN 'U 18 Aluminum contactin2, metals not Consideied compalibIe shall be properly p:otected Note: The installation of this unit vi ill equit 3 hurricane prolecIivc s) stem. .......■10•10■••■•■ •••■•■ J 2 N 1 NI 0-7 ROTC. E. F1S14ER VM. M frICYL, ,E. ureckgrfv Encomer-s 9301 NE 6 AVT...440.rd Si R4..33133 005) 78-3117, 757-400SeFAX C3Cen 3EZ-6282 COMPARATIVE ANALYSTS CLIENT:— 3INNINGS PM AMER. TE: /2n7qL PRODUCT:— SERIES PA 1..4 SH DH-6O/FER TEST 110,1-W RETNF,: NOTES:- TEST "Z", = 45' X 7 7P nAn_ 91 F7F 1 1 I 1 1 1 1 I 1 ••••••■••••• 48 i-rec :OA " z PRODUCT CONTROL NOTICE OF At_t..'E IRinnings Ilan American 2805 N.F. 185 St. nfit:t►tti, t� d, 33163 METROPOLIIAN.DADE COUNTY, FLORIDA METRO -DADE FLAGLEn BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 ME tFlO DACT. FLAG: FR RUII DING 140 WEST r AGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 INTERNE t: tridcc01 s'?, sh.adow.i∎et rnouuCT CONT ROL SECTION (305) 315-2902 FAX (305) 372.6339 Your application for Product Approval of: PA (1 ".r) Aluminum :1ltrlliotr under C'h:ipter 8 of the Metropolitan 1)adc County Code governing the use of Alternate Materials and Types of Con and completely cicsctibcd in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 1',.11.- DE711),Y1' Sheets I thrrr 5 of 5. (For listing, sect Section S r ffthis Notice ofAcceptance) has been recotniiitnded for acceptance by the Building Code C'ninpliancc office to be used in Dade County, Florida urn.let the specific conditions set lottlt can pages 2 ci. seq. and the Standard Conditions out page .1. This approval shall not be valid after the expiration date stated below. The Office of Code Cotitpliance reserves, the right to secure this product 01 material at anytime fwrtt a jobsite or manufacturer's plant for quality control testing. If this product or itiateiial fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or uiatetial immediately. The applicant shall re-evaluate this product or inlit. Trial should any ar:ttrtendnlents to the South Florida Building Code be enacted affecting this product or ir. ;tci ial. 1 E3ci1e :llig Code Compliance Office reserves the the right to :evoke this approval, if it is detentiiucd by tf.i. Building ('ode Compliance ()Mee that this ptociuc.t or nt<ttelial laik to erect the iC {rune; 1Ct:ts of the South Florida Building Code. The expense of such testing t\'ill be inctn•ted by the tnat Acceptance No.:95- )11 Exprires :02101/99 ftatr t c -tguez i Product Control Supervisor TflllS IS ' 9 ' dif: C()VERSiWET, SEE ADDII EON1 I-. PACES FOli SPECIFIC AND CENER,AL - - -- CONDITIONS 13U11,I)iN( C(I)E C:ODE COl4l! IIT EIS; This application for Product Approval has been t ' iewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, 1:107ida t. the conditions set for above. Appt•ovetl: 02 /111I9 ?angel,, Director Building Codc Compliance Del Mettopotitan Dock County 1 nittgs Prta..61/4.1.11. rkait ACCEP DANCE No.: 954114.02 AP EXPIRES NO t 1..0 Kill r!t;.f:1±11'_l Ga' -: _S1'',ECI IC FEB 0 1 1996 B01 1999 1. DLSc_A11' 1 ION OF UNIT 1.1 'I leis approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 190't Edition for Dade County, for the locations where the pressure requirement, as detcrtuine by ASt E 7 -88 "Minitmtm 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 MottC1 gn:ttint.t Rinnings ;'cite ,tmei ican Aluminum PA -8 (1 "x) Mullions (Non- reittforcetl). To be used to support ottiy windows with a current Notice of Acceptance. 2. MATERIAL ERIAL t;_:11ARACTE1tIS1'iC.S 2.1 The structural mullion consists plan extr tided aluminum rectangular tube of 1/8" lateral, 0.173"/0.158" front & 0,220" back wall thickness, with a tee shape protrusion in front creating a double groove to accommodate the window's perimeter frame flange. Tube dimensions arc: 1 -1 /8 x 3" (Part 08 1 x 3 1 / 2" (fart 08 -68), 1-1/8" x 4" (Part 08 -70) and 1-1/8" x 4-1/2" (Patt 08 -69) Tube material is aluminum alloy 60C3 =1'5. The properties of the lie :td,.{anib or :ill nitalbcrs ate not added to the lrtopetties of the mullion. 2.2 Tested specimen: A side-by-side configuration, consisting of one 41" wide x 78-13/16" high Set ies PA -14 Aluminum Single 1Iung Window and one Fixed Window of the same size mulled together. Overall dimensin 6' 10" Avid,: x 6' 6-13:16" long overall 3. LIMITATIONS 3.1 This approval applies to s(ructural mullion. to he installed vertically or Itotizontalty, as shown in Section 10. 3.2 Mullions are to be used only to support windows, with a current Notice.of Acceptance. 3.3 The maximum mullion spare (length) shat! be: 78 ". 3.4 For Design Pressure Rating vs. Mullion length, see "Ix Mull ('etfotmance Charts" for each mullion sixt. (PA -R -1.30 for 1" x 3" mullion, PA -8 -1.35 for 1" x 3 - 1/2" mullion, PA -8 -1.40 for 1" x 4" mullion and PA -8 -1.45 lot 1" x 4 -1/2 ") on Sheet 5 of 5, Drawing No. I'A1- C)IiT.Xt.S, hearing the Dade County Produc• Control approval stomp. 3.5 For anchoring condition and clip install iticun details, see "Anchoring Details" on Sheets 4 of 5, Diawint No. Pn 1- DGl'.DXr, heating the Dade (7minty Ptocluct Control approval stamp.. 3.6 Both mullion (size and span), aC well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement fbr the opening in \vhich it is to be installed. 3.7 Window Si7cs and design pt ef:Sui cS are to he limited to alit .e appearing on Chatts refetenced shove an listed in their individi.ial Notices of Acccpt;rttee. ltitattt l Pete7., P.E. part ?Examiner It; t'••, t Cr>ntrol tDivision Dinoinet ail iXttwi..1 .1 ACCEP'T'ANCE No.: 95 4 APPROVED FEB 0 1 1998 EX1'11tES FEB 0 1 tgg9 NQ..0 J+. OF ACCEP_'1'ANC ; : JPJ C:1 1S.: cQ 1T1ONS 4. INSTALLATION: 4.1 Vertical Arilorizottl:il Applicationu. 4.1.! Clip Angles to Masonry oLC ncrete Two 2" x 2" x 1 /8" x 2" long, 6063 -'I'5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end ol'thc mullion (totaling 4 clip angles) with one leg, using two #I 0 Self Tapping SMS, two per angle clip (four pct end), spaced 1 -1/4" apart; and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x 1 -1/2" 1'apcon (two per angle clip, four per end), with a minimum embedment of 1- I/4 ", spaced 1 -1 /'1" apart minimum, as shown on Section "Clip Installation ", Drawing No. PAt- DE'F.DXF, Sheet 4 of 5, hearing the Dade County Product Control approval stamp. 4.1.2 Clip Angles to Wood Two 2" x. 2" x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip tingles) with one kg, using two #10 Self Tapping SMS, two per angle clip (four per end), spaced 1-1/4" apart; and the other leg anchored to a 2x wood buck using two ti 14 WS x 1-1/2" embed (7 diant.) (2 per angle clip, four per end), (Note: when wood buck is less than a 2x, concrete anchors shall be used to go thru buck and penetrate into concrete as described above in 4.1.1) as shown on Section "Clip Installation ", Drawing No. PA 1- D1=.T.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.3 Clip Attgles to Steel Stud or hunter Two 2" x 2" x 1/8" x 2" long, 6063 - T'5 aluminum alloy clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self Tapping SIAS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to-a 605,118 or equal steel stud or rennet using two 1/4 " -20 Self Tapping SMS (2 per angle clip, four per end), as shown on Section "Clip Installation ", Drawing No. PA 1 - DE F.DV, Sheet 4 of 5, bearing the Dade County Product Control approval stamp. 4.2 Fastening of the windows jambs to mullion must u;c either a #10 x 1-9/16" lain. thru -bolt with nut or a P. # x 5/8" Self Tapping SMS, spaced at 4" Itou ends and 24" o.c. or as per window approval, whichever is less. 4.3 for anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.4 Attachments of sub -bucks shall be designed by the Architect or Engineer of Rccotds and most be in compliance with the South Florida Building Code, 4.5 Fttstenets must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 511018. Aluminum contacting metals not considered compatible shall he ptoprly protected grade wilding to the obsite OS rts" Mont s1- Perez, P.E. Pia ' 'milliner It, finer It Product Control Division • • ACCEPTANCE 1'ANCE No.: 95- 1114.02 APPitO'V EI) FEB 0 1 1996 EXPIitii,S FEB u : 19gg �U LCC O ._c 'i C1''. T NC St!JLcalCCQN1l'1!'10NNS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test iepoiis on 1) !.'3,i(:':3i1 `r::tii: "ti3 !'ressu3c Test, Lading per PA 202 -94 Mong with instaHintion diagi i of window prepared by Miami Testing Labotatory, Test Report Nc MI L- 16617, elated December 27, 1993, signed and sealed by David t_inIe Ober, P.E. 8.2 Drawing: 8.2.1 Drawing No. P;\ 1 ->_)I 1 .!)XF and l3iitnings Pan Antetica::, Slteets 1 thru 5 of 5, prepared by I3inilings Pan A333e:ic dated 01/10/'96, signed and sealed by M. Meyer:.:, P.i ?.. 8.2.2 t.1anufactuwcr's die :trawvirigs ?ntl sections, 8.3 Calculations: 8.3.1 Structural mullion and anchorage. calculations piepared by Robt. E Fisher - Wm. M. Meyers, P.F. Consulting Fnginee.is, data_! 01/10196, signed and scaled by William. M. Meyers, P.F 9. COMPARATIVE TIV'E ANALYSIS: See "1 x Mull Performance Charts" on Drawi.ig No. PA1- DCT.XLS, Sheet. 5 of 5, heating the Dade County 1'rc duc.' {'ontri;i appt oval stamp. 10. TYPICAL NIUL,1_ iON SYSTEM (:'ROSS SECTIONS: For mullion systems cross sections, see "General" Sheet 1 of 5, "Typical Inst:tllatir!i. 1 )C 3 1i1s Sheets 2 and 3 of 5 and for anchoring details, see "Anchoring D;_tails" Sheet 4 ,, t' 5, of F);awing. No. PA1 11E'1'.DX1', bcaiii g the Dade County Product Control appiovat stamp. 1 J Manut.1.1'ere2, P.C. Pla•S :xamincr t >- ..•i, Control Division 4 iitu, j gg_Eatl AmPfic3a ACCEPTANCE No.; ____911 1,102,___ : FER 9 1 1996 FEB 01 199g APPROVED EXPIRES .U11f'is. OF ALS.1 S'i A1'4DARD ()NjfITRS2tNIj 1. Renewal of this Acceptance {epproyr,l) shall be ::onside, ed niter a renewal application has been filed and the original submitted documentation, including test supporting data, enginceting documents, are no older than eight (8) years, 2. Any and all approved products shall he permanently labeled with the manufacturer's name, city, state, and the followirt. statement: "Dade County Product Control Approved", or IS specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be cone;detcd if: a) 'there has been a change in the South flor id:I Building Code affecting the evaluation of this product and t!i product is not in compliance wills the code changes; b) The product is no !auger the sante prorhrct (identical) as the one originally approved; c) If the Acceptance !!older has not eon :plied with all the requirements of this acceptance, including the correct installation of the product; d) the engineer ,vho originally piepai=ci, signet! and sealed the required documentation initially submitted, i no longer ptacticing the engineering profession. 4. Any revision or change in the materials, use, ar manufacture of the product or process shall automatically be cans. for termination of this Acceptance, tulles.; prior wi inert ap>provaf has been requested (through the filing of a revision appilcatien ±ittt ain't opt hie Ice) nod granted by this office. 5. Any orate following shall also be grounds for removal of this A:ceptance' a) t.hrsatisfactoty performance of tins product or process; b) Misuse of this Acceptance as an endorsement of any product, for saes, advertising or any other purposes 6. The Notice of Acceptance number prec r?ed by the'.vc:ds Dade County, not ida, 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 do: in its entirety. 7 A copy of this Acceptance as welt as nrrrot '1J tit, ?tt' and other documents, where it applies, shall be pfovided to t' use by (he =unnufactuter or its distributors and shall he available for i:tspectiot; at the job site at ail times, The copies need not he resealed by the cngiuecr: 8. Failure to comply with any section of this Acceptance shall he cause for tetirtin:ttion and removal of Acceptance. 9. This Acceptance contains pages t, 2. 2(a) through 2(c) ind this at page 3. iKKms 10, 1, L& J2 lisit d belov ut. 111/ y'_to..glazcd produAumbkox.s 10. Unless specifically indicated in the. Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of iris;grit, 9 septa fie Acceptance for mullions is requited from the Product Control Section. 1 1. - 11n spacing of fasteners at windo■ sills shill be as tested. The spacing of fasteners in all other parts of the frame, sin be as tested, hot in no case shall exc(o,d :an center. The first fastelrer shalt be located at a maximum of 6" from ea corner and rt or stile. rasterter shall roily ;ter:e'iat die buck, Ivlllch shall be cite same size as the one tested will the unit. i'N1t1 wood of plastic shields or pins 'nail be rise for anchoring. See section four (4) of this approval for size`_ fasteners used in testing. 12. TInzi.i are for .1I1 windoss and doors stall confzoTii •:c ';c,.aity :111,1 I oreed curry Prevention, Chaplet 15 of the Soot: Florida Building' ode. r,. , :. • rt! ". ("Cr t r.kNr Man clJ'erez, P.1:. Plans E;ysfiJ Product Control Division CONTRACT® 35 jtyil_:.1 Name �---� I t Gel License No. C 031 ZEb Address tR1swz1 O lo Pr• �� p , i'i. 3331 TelephomOgy b y •? r b Fa y/► fv_vi v y T Qua e V ` L' E �i1 11 01 AV� PROPERTY OWNER Name t ,,, ' 1cki .2. y � 7 Address Sb1 NE qb ST Al ( k M i s thofteS 1 ' 3 313$ !Lome Telephone (3oc) 1 62— ii 06 Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other < S toRFS II a 1 ° N ``I RUCT ONS `T ,:. s I I` II ht e followinivin g steps mint he taken to i'l obtain a permit a Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. `'APOLIC.T Job Address: Folio Number 1 1 — 5 � O lL — 0 t — `5120Description of Work 1 11Lo — Ft 1 1 r eiACS J1 N(DOlVJs 0Z) Lot 1 / 1 Block Subdivisio PG t`I Zoning Linear Feet Current Use of Property 'ReSityst.srt Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other ARCHITECT Name License No. Address Telephone Fax Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. SO NG %sr. Address PERMIT CHANGE (✓ ) Sig) Contractor enewal Revision Extension Supplement einspection rt t A M 1 S4fo(LE s Apt. City Master Permit No. Subsidiary Permit No. �'O b_..5 F�. State Square Feet Units Floors Value of Work 13o0 ^ Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax PERMIT APPLICATION 33138 Zip 5/ 0 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department,(MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE• OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF F C UNTY OF MIAMI -DADE x � Signal of Owner Mica - 3Y72c Print Name Sworn to and subscribed before me this 3 day of 0 Cr: 7.vd SEAL: 1 "l ptiAnw Signa a of Notary Public - State of Florida �� o ANA M. PEREIRAS COMMISSION # CC 7115305 Jiro • EXPlRES'FEB 9; 2002 1 BONDED THRU OFF ATLANTIC BONDING CO., INC. STATE OF FLORID S ature of Contractor / Qualifier Print Name Sworn to and subscribed before me this 3 day of O LOCI ( ature of Notary Public - State of Id M. PEREIHAS 0 PUe COMMISSION # CC 715305 I IEkPIRES FEB 9, 2002 , - BONDED,THRU•. 4. 0F F‘.9 ATLANTIC BONDING Co., INC. Personally known OR, Produced Identification SEAL: A e(ZT . rto1.)rrp}6000 PERMIT APPLICATION 2?F MI Personally known OR; Produced Identification Type of Identification Produced: Type of Identification Produced: • r . THE U IHSIGNEO hereby gives notice that improvements will be made to certain real property. and In accordance with y e. Cltepler'e 3, Florida Statutes, the following information is provided In this Notice of Commencement. ar . 1. Legal ioNicription of pro rty and street address: S67 145 96 S7. H M /A / cS , !jam `E PB l,s 14 bB k; . L Desa en of improvement: (t %t'l P/10 v t 1 • 1 00 14 5 Interest f iroperty: Name anNeddress of fee simple titleholder 4. Control or's name and address: M1-- 2t S4S7 '1J , 1 ''C. 9545134494N0riC OP O PAGE 02 A V CORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 10/24/2001 09:46 PERMIT [I, STATE (FLORIDA: COU ( ' F DADE: - 3. C neti name and address: Nc.44.1 1Y12.0 iD 4- 5. Surer* yment bond required by owner from contractor, if any) Name address: Amount (a*lond $ name and address: 7. Persdr4 within the State of oridFi a designated by Owner upon whom notice r documents may be served as provided by Sect 713.13(1)(x)7., Florida Statutes, yy rrddross: it �6h B. IT addi$bn to himself, Owner deslgnet6s the following person(s) to receive a copy of the Uenor's Notice as provided in Section .13(1)(b), F1or, Statutes. /� � Name a*ttaddress: >L n v� Ai l �j it 4 e1 _ Q- 1 1 . Expiration date of tills Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a MAID Is specified)' k, Notary Fi Ic Print Nottgy's Na e My Com ._- ion Expires TAX FOLIO NO. t " 3 2010 — - � J�O SG, . S•/lfaf?2C / f C. 3343 Sign 9ture f Owner `�// Print Ov rs Name M ( 81 yi� Prepared b M� rl�) y Sworn td Old subscribed . before me thl 3 day of C9Cf • , 20 4 L. c/(( Wl 0 A' CL 34 'r t t '', ANA M. PEREIHAti COMMISSION it CC 715305 EXINItt5 FEa 9. 2002 loNDeb nr u ATLANTIC BODING CO., INC STATE OF FLORIDA. COUNT/ OF DADE I HEREBY CERTIFY Mat M•S a a of Me ongmal flied ,n LMT OI,n dal el U , A 0 ]o IV_ WITNESS my none and Oil .W Seat- ftARVEV RUVIN. Cl al al / and Count CRASS BB . / D.C. O 1857287 2001 OCT 18 10124 Address: < SG. U AtirL- -t: bga,, fit . 333fv N 'Thad 2 E_ 2'3s otiAZ W ; Pt crua.E uv(JJ.Douv N vJ c 0 _0a � 1 � I .. X N 7 6 5 37 x5o 31X35 3'6(0 37x.So 2 I .I7-44.q X• 1(•:c F/D it 3 z 31(s 31% b x 3 63 63 it(R ?1,4 R elfg- 37xso X 4.,/ •9 ac 10 Byre AD 5 N e G6 ST Ft 33 (3g . La .L �. 5� 13 vtini t • co CO N -& - o g o co CO v N 9, O N 0 � O mm x c To St • a m co • �. A � c Co (A CO CO 091.8 JUN 22, 1999 ID: PGT INDUSTRIES • TEL NO: (941) 480 -1900 h. *32036 PAGE: 2/28 MIA4411.0 MIAMI —DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING PRODUCT 'CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis FL 34274 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 373 -2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (303) 373 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (303) 375 -2902 FAX (305) 372 -6339 Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0204.03 Expires:05120/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/20 /1999 rancisco •uintana, Director Miami -Dade County Building Code Compliance Office Internet mail address: postmaster® buildiatcodeoolioe.eom Itomepage: bttp : //.►vrw.bulldlagcodeofUoe.eom ‘st 09:29 JUN 22, 1999 ID: PGT INDUSTRIES PGT Industries TEL NO (941) 480 -1900 *F3203G PAGE: 3/28 ACCEPTANCE No.: APPROVED EXPIRES PTA E: SPE 1 1 I 99 -0204.03 MAY 2 0 199 MAY 2 0 2002 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4112, titled "Impact Horizontal Sliding Window (XO)" Sheets 1 through 3 of 3 dated 2/16/98, revised on 1129/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1,3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Manuel P ez, P.E. Product Cont xaminer Product • rol Division 0:31 JUN 22, 1999 ID: PGT INDUSTRIES PCT Industries • TEL NO: (941) 480 -1900 *32036 PAGE: 4/28 •,kr ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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; i•) The product is no longer the same product (identical) as the one originally approved; c) tithe 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, usc, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this Ia ag e Manuel Product END OF THIS ACCEPTANCE 3 of 3 3. erez, P.E. Product Contr ontrol Division 99- 0204.03 MAY 2 A 199 MAY 2 0 2002 aminer LARGE MISSLC IMPACT WINDOWS r.) (WP s/re(.00) s.Arovore wfracevere (t/s mace/wow) flit/ 1/5 itD) 2,) n�S 8D P OX s.) OESIMI PRfSS1AC RATING' • S Pss -75 4.) AuocRt swu • 4 - nr (API COWAN NEW • V r4 . 6 VS SW) ' FRDV EACH CORNER (AWNS) 2 ANCHORS e APART 4 41•10 (ACM 44:1764C RAY USL sACtC A/ Ie d A71: 13000 rut sA4CING AT . ■ 12300 s stem(, arouncrtpvr nos arms atnualD s) ACCUNAex less REPORT- FIR_ 1040 j MAX 0, axtnr not OLIO • s• 4.000 — 74.000 — 4.000 MaTOIC Mat ELEVATION 12 //2 ANC ON COMM Mt ,W. O(SCNIP11Or, 612239 •12240 .532377 612244 710X1 76XIPPA 677 7856A 781POA 71096 62899 v(NOOR Khoo, o 1 FLANGE FRANC &wo Alum. 6063-T51612225 ALUMAX ^ AF- 12225 2 D MEETING Alum 6063 - �� • 7 1 ALUMAIC AF -12228 3 tAISH MEETING RAIL Alum. 6063 - T5 7 ALUMAX AF -12229 4 SASH SIQE RAILJNum. 6Q¢3 - h C 1 ALUMAX ^ AF -12230 5 G1AZWG BEAD (Num. 606.T -T5 6534571 = ALUMAX AF -5 4 571 6 WINOLOAD ADAPTER (Num. 6063 -T5) 612236 ALUMAX AF -122 - 7 — FLANGE FRAME 74 A0 Plum. 6063 - T5 612237 ALUMAX AF - 12237 A...FLANGE FRAME SILL (Alum 6063 -T5 61 1 A�WIAX Af - 12238 1 0 SASH RIPZEIOT. FINL ►. 6063 -T5 1 ALUMAX AF -12239 r. 6063-75 ALUMAX 11 '2AL RE7AINER alum. 8083 - T5J t AIUWAX AF- 532377 12 AO 6 - (3501 w4k4ONSANTO iri RLAYER H.P.C. 13 5/16" I 3501 W/DUPONT MERLAYER 2 N.P.C 14 ANTI-urr (Alum. 6063 -T5J 7 • mid n of ven) ALUMAX AF- 12244' Adopter screws) FASTEC Tor anti -lift cho nne MERCHANTS iASTENER BULB VINYL 8 f pow GMzkio Bcodj IEMl PLASTCS TP -247 2 weep Latch screws MERO4ANTS FASTENER S 4 when using 2 Sweep Latches) rome/Vent ossr. ,crews) ,r(ERC/fN(TS FASTENER 20 SIvrEP LATCH 17.5 from ands -vent mtg. roil) IA7NMTIME 111E CASING PGT.214.XX if t in ) 42 7r HOUSING r r �alr2 T!lf!�1• ®4 fro ends MASTER 1001 7 -7410 -250 22 WEEP RAP rQW3'gj® T 7 - 0 -251 2J t Mr, E ; O eo end of vent lo• rod MASTER 70312 24 BRASS WHEELS =•r..r., 4 � 2 • . R • . ff ven V1hM.- C.T. . 25 wEATN£RS7R/P - 1 .';EAL [�T1�Ek�� • • . I & mt . ro SC71LE CORP. FS 7026-187 ____s'.cON DOW CORNING. 899 27 -WEATt1ERSTRP. BULB YIN! 6TP249 1 0 vent lomb roil TEAM PLASTICS 7P -249 V.I. O1v/LOCA 1ION 1 (0 midspon of frame silt) 4 matroc srnr 191 5091 69996 eotati C07 et_ Brea e.. cox D7tat�t 41- 111.04-61— AF -72240 I D-4 .�. lwsS ONOW al.= (`".°g„ 1 L` s-cr. 1 36 - t 1 w /1/rV29/99 IMPACT HORIZONTAL SLIDING WINDOW (XO) � M " . . P.O. BOX 1529 N. T. S. NOKOMIS, a. 34274 8 4112 ROUGH OPENING LYTERIOR ROUGH OPENING 2 784 GI A7/NG OPTION; 5/16` (.3502 W AMINA INTET?!AYER 74 OW HORIZONTALSFCTION INTERIOR FXTERIOB ROUGH OPENING MOM a COMM rnr ns foUM RAM Wiwi COCA yt 001 00 4W .:. coot urrtulu a rlQ carton 00.11-02 0 O} ROUGH OPENING VERTICAL SECTION I , 0 S E C T . l 2. 3 SECT. VIEWS - IMPACT HOR. SLIDER (X0) rr.ac _ ` O.B. e.r,.. fik 0. B. )/1 6/91& . .L/ 1 � /29/89 2X • P.O. BOX 1529 x "' NOKOMIS, FL. 34274 B " • l 4 1 12 A c 2 N tD t0 t0 —1 I1 2 0 t0 r t0 1, w N tww CD er D.R. Liana 4,c D.R. K/98 1/29/99 N.T.S. Armwo =rim Th( SOWN nanit IMAM OAF ICI 0 j 34Ptdie Mat owit. p_va 4ccuima ma 14_7 GLcy.e_3 a144#1410=4 444134421PLAA.. (eS,„1:___hnd°gY - 4 . a" J 4'64 i ANCK I livertogaw TYPICAL HORIZONTAL ROLLER ANCHORAGE ( 1/4' TAPCON /OR #12 PANHEAO) 3 3 '7-7 BOX 1529 NOKOMIS. FL. 34274 r-E, r 4112 I A 15:15 JUL 09, 1999 ID: PGT INDUSTRIES BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (303) 37S -2908 PGT Industries CONTRACTOR LICENSING SECTION 1070 Technology Drive (305) 375-2527 FAX (305) 371 -2338 Nokomis FL 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 315 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372 -6339 Series PW 701 Aluminum Fixed Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. Thisapproval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control, testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0218.01 Expires:05/20/2002 TEL NO: (941) 480 -1900 *33381 PAGE: 2/8 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: 05/20 /1999 lateraet nail address: postmaster@ buildiagcodeoatiae.com ranclsco . Quintana, Dircctor 1 of 3 Miami -Dade County Building Code Compliance O171c MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Raul Rodriguez Chief Product Control Division Floenepage: Attp : / /www.auildiageodeaaline.coan .. 15:17 JUL 09, 1999 ID: PGT INDUSTRIES PGT Industries 4. INSTALLATION 4.1 The aluminum fixed wmtlow approved drawings. 4.2 Hurricane protection system protection system. innovative '1081.1\n;i 1Z).1110Hd 41JJ9 'TEL NO: (941) 480 -1902 1033381 PAGE: 3/9 ACCEPTANCE No.: _.99- 0213.01 APPRI)VEI) _ MAY 2 1999 EXPIRES MAY 2 0 2002 NOTICE OF ACCEPTANCE: SPEC FiC CQQNDITIQNS L SCOPE 1,1 This approves an aluuinum fixed window, as described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building (.ode (SFBC), 1994 Edition for Miami-Dade County, for the locations where the pressure requirements, as determined by SFBC Chrtpter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Pw 701 Aluminum Fixed WinduM - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4214, titled "impact Picture Window (Or Sheets 1 through 4 of 4 dated 2/16/98, revised on 1/29/99, signed and sealed by Robert 1... Clark. I'.E., hearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval dute by the Miami -Dale County Product Control Division. These docwnenrs shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as sho••vtr in approved drawings. and its components shall be ins-tailed in strict compliance with the (shutters): the installation of this unit will not require n hurricane 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state rand following, statement: "Miami -Dade County Product Control Approved" 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies dale 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. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Manuel erez, P.E. Product •n o Examiner Product of Division I:TCA:._C SUC it'd 6••xU 3.1.1 tS8'SZ/ 0 .15 :18 JUL 09, 1999 ID: PGT INDUSTRIES 'TEL NO: (941) 480 -1900 *33381 PAGE: 4/8 PGT Industries ACCEPTANCE No.: 99- 0218.01 APPROVED MAY 2 (I 1999 EXPIRES MAY 2 0 2002 NOTICE QF ACCEPTANCE; STANDARD CONDITIONS R. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this la t sage 3. t i- Manue 'erez, P.E. Product Co E xaminer Produc . trol Division END OF THIS ACCEPTANCE 3 of 3 4 96.000 MAX. 6.250 —•-h .750 MAK. ON CENTER 48.000 16.500 AJAX. l ON CENTER 6.750 / /rs ,/9/° LARGE MISSLE MPACT WINDOWS 1.) GLAZING: 7/16 (454) LAMINATED W /INrERLAYER (3/16" HS /.090 F1LU /3/16" HS) 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +90 P.S.F., -90 P.S.F. 4.) ANCHORS: MAX. 6 1/4" FROM EACH CORNER (HEAD d: SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 17 3/4' MAX. SPACING AT JAMBS: 16.500" 5.) SHUTTER REQUIREMENT :: NO SHUTTERS REQUIRED . 5.) REFERENCE TEST REPORT: FTL- 1971 MYrIM.0 Pi fc+ctVirt .r M MC sour.. r.wz..aJ L') . uric By aaw+� wt CuiSit.soCt CiIa AZ!nurc: s3. 11 - GTO4 L . P.O. BOX 1529 N. T 5.. NOKOMIS, FL. 34274 4....... "gir 701 J"" ELEV. r" I .4 29 99 IMPACT PICTURE WINDOW (0) 11 0 6 x .875 Ph. Fl. Self –to ! r ITEM DESCRIPTION V.T./ _ ___ 1 Frame Head & Sill 612241 1 ea. Alamos 2 Frome Jambs 612247 2 Alumax 3 .688 x .500 Channel Gloz. Beod 6533402 4 Alumni( 4 Seam Sealer • 6S1I55W Schnee- Moreheod 5 Closed Cell Foom Tope 61308 4 (between Deod & Sl k –!1 6 18 x 1.000 Ph. Pn. SOS 781PQA 8 (Frame Assy. screw ____,Merchants Fastener 7 Silicon Bock bedding 62899C Dow Corning 8 7/16• (.454) W /MaMSAHTO INwReLArt:R 1 H.P.C. 9 7/t6" (.454) W/o 'o,T WTFRLA)ER 1 N.P.C. f Q 7PWSW Beod screws. 2 1/2" from end 20" centers 07./LOCATION 2J /2/99 N.T.S. .0. NOKOMIS. FL. 34274 Fostec VENDOR _— PICTURE WINDOW VENDOR NO. AF -12241 AF -12242 AF- 5.33402 SM5504 1308 899 MNOrtD M COW% IC OM MC SOWN DmCP WINK t 1 DAI JR.% S ua fiUUDNi wet CPe.1.JACC O, a ACaLlu.4 w n213•OL _.... 1 P LA s _ teD,�D �...�� 0 1 l o..K 2 - 4 D.oW.r I--- -- 2.784 .437 Anima u cart roc mix SMt Sane Rona, OUCLVIAG chat w so _:.� eaiaa: cat p:wt:xt ac grOrlaCt .p. 7q 02I1i..AL 7/1 6" (. 454) W /MONSANTO 1NTERLAYER "4"1J ""4 ___ __ sem. 3 4 �` 0.6. 2/16/98 °wo1 7/ 16" (.454) W /OUPONT INTEf?LAYER •09/y D.B. `1/29/99 SECTION VIEWS - HORIZ. & VE_RT. P.O. BOX 1529 N. T .5 NOKOMIS. FL. 34274 I 6 _ 4214 i° A 1.250 TYP. HEAD. SILL JAMB • 7I // L 00 r- 17 I Ly 7 p! 16/98 29/99 TYP. PICTURE WINDOW ANCHORAGE a... s, A.B. D.B. ..... TYP. HEAD. SILL JAMB faro 2 .v WOOD BUCK uwo%D as COWVIIK rim IM NNW COX �[carac: Cry s T 4 A u a _ n : A C041 A$ t w .:u p yr.i... w+.rrr w— P.O. bOX 1529 N.T.S. NOKOMIS, FL. 34274 6 42 14 r-7 11:00 JU' 05, 2001 ID: PGT INDUSTRIES MIAMIDADE TEL NO: (941) 480 -1900 PRODUCT CONTROL NOTICE OF ACCEPTANCE, PCT industries 1070 Technology Drive Nokomis ,['1. 34275 The expense of such testing ■vi11 be incurred by the manufacturer. APPROVED: 06/28/2001 3F9552E1 PAGE: 2/18 MIAMI-BABE COUNTY, FLORIDA METRO-DA DU: rLAGLu :R BUILDING BUILDING COOL COMPLIANCE OFFICE (l1EiTR0- I)AO1 :I LA(tLIiR BUILDING 140 \l'1 :S I' I'LAGI.l•:R s i i i:ii'1'. SI:1TE 16( }.1 NIIAPII, 1:1,0811);\ 33130.I5(3 (305) 375.29111 FAN (3()5) 375.291S c lI(I: stmG s11 (3W)175-2.5.17 FAN (3115) 375 -25 (0I ll ( 1Olt IiNIOItCl:W.VI•1)1\'ISION (.1051 375.2) (P. \X (3[15) 175.29115 Your application for Notice of Acceptance (NOA) ol: 1"x Std. kVa1I - Aluminum Tube Clippcc! 11 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 (13CCO) under the conditions speci lied herein. This NOA shall not be valid after the expiration date stated below. 13CCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, 13CCO may revoke, modify, or suspend the use of such product or material immediately. 13CCO reserves the right to revoke this approval, if it is determined by 13CCO that this product or material fails to meet the requirements of the South Florida 13uild Code. 1'I4(11)(((7I' CON'I'IROI. DIVISION {3111) 375.2902 FAN 00) 372.6339 ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/28/2006 haul Rodriguez Chief Product Control Division TIIIS IS THE COVERS111?ET, SFF. ADD1'TION,I PAGES F012 SPECIFIC AND GFNEIMI, CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the l3CCO and approved by the 13uildine Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. I)ircclor Miami-Dade County Building Code Compliance Office 1 1 1 0 4 S0001tpc2000;\templates■nouce acceptance cover page.tlot Onlcrnct waif address: pustneastcrl ln)i1dinl;codconlinc.com Iloniepa c: IIttp : / /www.huildingcndcunlinc.com 11:01 JUL e5, E001 ID: PGT INDUSTRIES TEL N0: (941) 480 -1900 #95520 PAGE: 3/18 I'GT Industries ACCEPTANCE No.: 00- 0912.05 AI'PROV'ED EXPIRES • • • • NOTICE 01 ACCEP'TAN'CE: SPECiEIC CONDI'T'IONS 1. SCOPE 1.1 This approves a clipped mullion system, 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 SFl3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1 "x Standard 1VaII - Aluminum Tube Clipped [Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std. Wall Mutfion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and scaled by Robert L. Clark, P.E,, bearing the Miami -Dadc 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 clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either 1x2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, sec corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 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, with mullion option indicated. 6.1.2 The Noticc of Acceptance of cinch door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Noticc of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Flori_d,Ll3uilding Code (SFI3C) in order to properly evaluate the installa ' n of t Lis system Manu Perez, P.E. Product Cot Examiner . Produ ontrol Division 2 JUN 2 8 2001 JUN .2 8 2006 11 :0? JUL 05, 2001 ID: PGT INDUSTRIES TEL NO (941) 480 -1900 *95520 PAGE: 4/18 PGT Industries :ACCEPTANCE No.: 00- 0912.05 APPROVEI) EX P I RES JUN 2 8 2001 JUN 282006 NOTICE OF ACCEPTANCE: STANi)ARI) CONI)ii'IONS 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc 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: "Iviiami -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 cnginccr who originally prepared, signed and scaled 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 Acccptancc, unless prior written approval has been requested (through the filing ofa 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 Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acccptancc 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 Acccptancc is displayed, then it shall bc done in its entirety. 7. A copy of this Acccptancc 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 cnginccr needs not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages I, 2 and this last page 3. ENI) 01 T i lS ACCI:I'"1: kNCE 3 Manu Per z, 1'.E, Product Co xantincr Produ ontrol Division ANCHOR5: "C" OR 0 8077H ENOS GLAZING PR.ODUC 1 CLIZLY; PRODUCT TYP MUCU':H W Wa RI +w2 (2 WINDOWS MULLED TCyETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF MAX OPENING = W OR W 1- W2 MULL LENGTH = H NOT- S: 1. OR ANCHORAGE TYPE. QUANTITY AND LOCATIGA' RLIL7? 10 SHLLIS 2, J AND 5 ANCHORS. rrrE.O: - C" OP b BO 4 (N" H 2. WINDOWS MAY BE MULLED TOGETHER. TO A .MAX OF 5 UNITS J. MULLIONS ARE APPROVED FCR LM.:PACT & NON- !.PACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r CIAZUVG PRO M11 IION CLA7P PRODUCT H2 H1 i H - HI •■2 /) WINDOW .MULLED W /ONE ABOVE SCR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5OF5 MAX OPENING = • H OR 711 +H2 MULL LENGTH = W ANCHORS: TPPE. R 'C" OR 0' 801H END; �. T1P. MULLION GLAZIAG PROOUC CLIZINC PRODUCE Yi YZ GLAZING PRODUCT NI HI —W 1 l W W a Wl +W2 H a HI+H2 (2) WINDOWS MULLED W /CNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H11-112 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI #W2 MUII LENGTH = Hl ANCHORS ANCHORS flv. C" OR O� 80111 ENDS TYP. GLAZING PRODUCT Rend By. . .le: rT.id 87 rotor ∎ R..o:a w: �� 4/28/00 0..0 Ia AI RANGEIviiENT DETAIL GLAZING PRODUCT GLAZING PRODUCT GLAZING PRCOUCr 1 r2 - WI- -{--W2 - W3 W. W - WI +W?IWJ Al — H14H2 MULTIPLE WINDOWS MULLED HI W /CNE ABOVE FOR DET ERM)NING MAX ALLOWABLE DESIGN PRESSURE SEE CABLES ON PAGE 5 OF 5 1.13) MAX OPENING = 11 OR H 1 +H2 MULL LENGTH = W OR W 11W2+W3 144) MAX OPENING = W1 tW2 OR W2 -7-W3 MULL LENGTH = HI APPROVPO AS CDMPLIING 141TH NC SOUTH FLORIDA NUILOMG ODOE JUN L azscto BIAr l7NG030ECDUVUAMCEOFFCE ACCEPTANCE NO 00 - 12 OS ! �(.r INDUSTRIES Rhe: qty y 1" STD. NALL MULLION Robert L q lc, se44./AreAw Sce4 [SAAR. GAS:, He P. PE, 039712 1070 TFCHNOIOCY ORNE P.O. 1102 1572 Stm�nrnl HOKOMS, R 14275 NCwCOYS. 1 3e774 MULLS NTS] 1 s' 5 ( 6520 °.C.7. r. MULLION NOEL! N MOP CUT FIANCES Off OT WA: CLIP 70 l A J' - CHANNEL 4x10 INSTALL AS S.M.wr. i foR 1' MULL —+ i- C.C.T 1. LOUroN Th 1 WA! = } " t 2 ( ( i ■o00 IMPORTANT; QUANTITY OF ANCHORS SHOWY ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE RFFER TO CHARTS AND FiNO THE CORRECT MULL SIZE AND PRESSURE RLOb FOR YOUR SPECIFIC APPLICATION. 1-2 OR 4"1 TYPICAL MU LION TO Mill l 1 ^N !y5 iALCATION TYPE A'. NOTE 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE' SHFFT 5. FOR ANCHOR LOCATIONS SEE SHEET S. OUAN TTY OF ANCHORS FOR MULL - - CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP- TO- OPEN:NC. 7. REFERENCE TEST REPORT rTL -2902. 2903 ANC 2975 02 I.N. S.L.S. STACL(FED 04 c osnt SCES v - (50 AS AC7 TO MITFTLTTt MA! GCN OR/LT) /'r S.L.S. (149/) ALL IASTEMERS MUST Of :4.01 COL:N7r 1 aPPROWO SL* more /1 1 - - -2" OR TYP CAL MULLION TO STRU(T! W(11? f'QQ _ CK TYPE H C.7 1r LLLLON *000 BUJ( REMOVED To CONCRETE - P O.T. '. Luc:av TYPICAL MULLION TO STRUCTURE WITH W 000 BUCK RE1(QJE 2 FROM C. ONC. TYPE I: i r ( - RCA 3 MIN— 2 (T i. r: e 7 ( 1 h (TTR / 17 /UN ' . . � .. FtT ' INDUSTRIES / ` 1 } P Robert T_ C1lrk, .E. R.E. 439712 1070 rrtl1,vlo.Y osrE' '.o. Box 1529 $mvE„rK1 MOKOLl5, FL 24273 N ROL0. Rt. J1214 rIL OR 4 /121M. SLS SIMX(P O ON OPPOCIt SATES (S0 45 40T +0 W 1ERTTF! NI711 FAO4 OWNER) 5(E tort /, 1 j LRN, it 14K.'OR (2481) • • Lr.R . 1 PMCTAATXw INTO OOMCRY7E OA BLOC1f • 5T Of DA All MINTY 45 LU51 BTE" CO AlwnvV¢D. 5(1 NOD /; oR a"— 02 I.N. SIRS. SIAP.CC 1D 0rf 3 1liN.- f- (m f Mfritm M!i Y L 1 tACrl onKR) WCYJD 2 � (w Trr /9 : ® stt hors: 11 I ( �_ Ira 4 TAEC0R '245(1 1 Tura wnON INTO toRnTE OR BLOCK t I OUS- BED E Tar rERS r4)S et 4A cow! • A AO (0 SLL 001 /i TYPIAL MU! t ION TO STRUCTURE WITH W000 RUCK AND CCNC TYE''E "0_ DAL! Ly ;DoT.: Dear /28/00 Rew6 B r 7.. u•.., EVE! P.J CLIP & INSTALLATION DETAIL " STD. WALL MULLION ISca S..N /Nx�e( N: es".L .B.4 -g rt.. MULLS NTS 2 .' 3 6620 Nip . EC AS COMPLYING MIN 1)E SOU114 W BUItC I5 COLE Y 77 >Ro • ;431LTPCI OM9 M 9:Tt .DUC MOO CCUALIA/ CD Off ICE .LCEPTANCE NO 00 _O 9 r z .as PC:R1AN%: QUANTITY OF ANCHORS SHOWN ARE FOR A PICJ( :F?Aj REPRESENTATION ONLY. FOR CORRECT QUANTi i Y OF ANCHORS PLEASE REFER TO CHART S AND FIND 1 HE CORRECT MULL SIZE AND PRESSURE RE0'0 FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 r MiuLL 'A' i • MULL SI7F 1 x 2 x A 1 x 4 x h o i 14 MAX L;4"—.-1 MULL CLIP TWO 1Z) ANCHOR LOCATIONS EXTRUSION D*W.' / 1099 MIN. FROM ENDS (IYP) - '4 MAX. MIN.— NOTE ,'L Cc� f. REFERENCE TEST REPORT FTL- 2902.290' AND 2975 a 7) /L, S/ /!✓ lv 1 MULL CLIP FOUR (4) ANCHOR LOCATIONS rXTRU9014 DWG / 1099 INDUSTRIES R....d er. 1 a1. . P „. P O«sriPCron. rme: 1070 TECMWOLOC► PP. P a 90t 1529 NOKOMIS. 71 .34275 *Ci4VOwS, R .34274 4/28/00 4 MIN. FROM END (TYN) i ' 1" MULL CLIP IN /TARS REMOVED TWO (2) ANCHOR LOCATIONS LXTRUSIRV owc 1 toss MIN. FROM NO (TYP) i I" MUI I CLIP W /TARS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION O.vc / 1099 Pc...a.... •PP.^•CV50 AS C01oMrVG :NTH 1HE sC"1" /TRW cA PR3' Gf1C0 (TR3t pn510.v BIA.01.CI COOL CCNRJN/CE WIG( •G.Eku.YE d 00'4 rt .off i " MULLION CLIP ANCHOR LOCATION i " STD. WALL MULLION MOLLS NIS 3 5 6620 P.. d TTl 0 w Cn N N (T YR) NOTE: '. REFERENCE TEST REPORT .7L -2902, 2903 AND 2975 1 x S TD. WALL MULLS MAT'L: 6063 -T6 � z �a' Robert L uk, .L. P.E. #39712 Structural INDUSTRIES 3 I Nand Di gate: D1c•n er Oaae.roben PROFILES rw 1070 IFCHNOLOCY DRIVE P.C. BOX 1529 54 /142044 NC{OaBS. Al 34275 2NCrOM05. FL J42)' MULLS Clue e' re: Dote: /28/00 " STD. WALL MULL ION Sc.la: 9441: A NTSI 4d O.a.rq No 6620 APPROWD AAS COMPLYING W,TH THt r. DATE JU � A I �C 11i1 e• �r� PR 'y •• • ROl 01VISON euadNO CCOF COMRIANGE . ICE ACCE ^TANCE NO 0 0 -04° ' r • v1 r ( --1 C T n1 r —1 P1 • r 0 1 r 1x2x.125 OPENING WIDTH IN INCHES 2 Anchors 50 T 60 70 ' 80 90 1 100 110. 120 1 130 42 129 I 115 107 1 104 103 I 103 103 ' 103 1 103 48. 83T 73 67 i 63 61 1 61 61 61 I 61 50.625 70 i fi 1 55 l 52 — 50 — 49 . 49 I 49 ____ 54 57 I 49 44 i 41 39 S 49 38 38 1 38 , 38 60: 41 35 ' 31 1 29 271 26 25 1 25 25 63. 35 30 27 i 24 23 I 22 21 1 20 i 20 66T 30 I ' 23 I 21 19 1 18 18 17 • 17 72 23 ' 20 , 17 . 16 - i - - 76` 20 ■ 17 15 1 - i - - 7$ 18 i 15 L) 84 [ - J - 90i L 961 - l 111 144 - -- 1x4x.125 4 Anchors 50 - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3, REFERENCE TEST REPORT FTC-2902, 2903 AND 2975 F 1 - - 160 103 61 49 38 25 20 17 - i OPENING WIDTH IN INCHES 60 70 1 80 90 100 ' 110 ! 120 130 ' 160 _ 42. 170 ; 170 170 1 170 170 170 . 170 1_ 170 170 170 48 170 i 170 : 170 I 170 170 170 170 170 I 170 170 50.625i 170 1 170 , 170 I 170 170 ' 170 170 + 170 170 170 54! 170 ' 170 ' 170 i 170 162 158 157 1 157 1 157 157 r 60 170 ; 170 I 157 1 143 134 127 124 L 122 ; 122 122 63 170 ' 160 141 1 128 , 19 112 108 106 i 106 ' 106 66 170 145 127 : 115 j 106 100 ; 96 93 92 1 92 — — 72 142 i 120 j 105 95 87 81 77 74 1 72 1 71 76 120 102 1 90 81 74 69 ; 65 63 1 61 59 78 111 ' 94 83 - 74 j 68 63 I 60 57 55 53 j 84 88 75 , 65 1 59 53 49 i 46 44 ; 42 40 90 72 ' 60 53 1 47 1 43 1 39 i 37 35 ; 33 31 ; 961 59 50 43 38 35 32 I 30 28 ' 27 ' 24 108 41 ' 35 ' 30 1 27 24 ' 22 1 20 19 _1 18 16 111: 38 ! 32 28 1 24 22 ' 20 19 17 1 16 • 144; 17 - 1 - - , - - - 1- Robert L perk, P.E. P.E. 09712 Structural Vertical Mull i Opening Width 1 \Opening Width Mui! Length l_Openog_4 wroth Horizontal Mull L I _ Mutt Length 1 Multiple Mulled Units Mutt Length • ;qUM i�QRQA �pW O U APPRC As CoMPtnWG 1 %TH THE VR RGlo1v410■ 9US OING CODE COMnVANCE crrrp; ah'tf t19 OD -OO. t. n, RR.aa Ry. Cote: Onrort 1079 TFO# LOGY war P. NOROM+S. FL J4275 0 WS. 8r De N. Doty: 4/ s"''""^' INDUSTRIES PRESSURE CHARTS ru.. 1" STD. WALL MULLION Series ) odd: Sc C .M.ULLS I NTS 5 a 5 Ora.np xp 6620 G O t m r 7 0 'u A w IS ` Td I A � - ' r 1'PI Minimum Fee : Q 1Y TYPE Dryer QTY. 'I'YPI. Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1-3 Ton Air Handler, Tons Fan Periodic Inspections Outlet, Wall Fire Sprinkler System Process/Pressure Piping Service, Temporary Bath Fan - Vented, # A/C Central 4 -7 Ton Bidet Fire Pump Filter Replace Outlet, Switch Pool Piping Signs Sprinkler Repair A/C Central 8-15 Ton Cap - Fixture Fixture - Fluorescent Fountain Oven Pump and Abandon Space Heater (kw) Sprinkler System AJC Central 16 -20 Ton Cap - Water Fixture Light Gas - Appliance Parking Lot Lights Pump, Domestic Spas/Hot Tubs Supply, AC Well A/C Central 20+ Ton Cap - Sewer Flood Lights Gas - Natural Plugmold/Strip Pump, Fire Stand Subfeeds, No. of Amps Temporary Toilet A/C Window Catch Basin FPL - Load Central Gas - Propane Posts Pump, Re- circulate Swim Pool, Commercial Temporary Water Closet Air Conditioners Clothes Washer Garbage Disposal Gas Piping Range/Range Top Pump, Replace - Pool Swim Pool, Residential Urinal Chiller Dental Chair Generators, etc. Grease Trap Ice Maker Receptacles Pum s, Sprinkler Pump, Sump Relay Repair Switchboards Utility - Sewer Utility - Water Vacuum Pump Clear Violations Discharge Well Heat Recovery Refrigerator, Comm. (p/PH) Disposal Temp Serv., Construction Interceptor Compactor Roof Inlet Low -volt, Burglar Water Closet Refrigerator, Domestic Domestic Well Temp for Test - 30 days Laundry Tray Lavatory Peep Freezer Septic Connection Septic Tank Low -volt, Fire Water Heater Water Heater New Renew - Temp Service Drainfield, 4" Tile/Res. Drains, Area Demolition Low -volt, Intercom/'l'eleph. Repair Circuits Drains, Floor Dishwasher Low -volt, Television Drains, French Service, Number of Amps Miscellaneous Equipment Sink iVIEC> IANICAL 'F Y QTY. Y. Minimum Fee TYPE QTY. TYPE Condensate Drain Generator QTI'. TYPE QTY. Refrigeration, Tons AJC Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Bidet I/4if∎inIN4 _ TYpE A/C Condensate Q 1,Y. TYPE Drains, Roof QTY I YPI. Miscellaneous Fixture QTY. TyIDE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Ice Maker Pum s, Sprinkler Pump, Sump Relay Repair Utility - Sewer Utility - Water Vacuum Pump Discharge Well Dishwasher Indirect Wastes Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Lavatory Septic Connection Septic Tank Water Heater Water Heater New Drainfield, 4" Tile/Res. Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Water Service Drains, Floor Minimum Fee Shower Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural i 'Cite( Building Official Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ q, O a Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ 11?",__SD $ REVIEWED AND PREPARED BY: (sq.ft. = x/1000 x t.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com MAR -27 -02 02:51 PM RODUCT CO ' TROL NOTICE OF adden Manufactu 89 NW 22nd Str�et mpano Beach, 33069 approval shall not b v 1' uct or material at is product or mate se of such product rmined BCCO that hi application for Prc d Product Review Cc i App; oved:05 /20/1999 1 of 3 1p eraet ii' a I addrefl9: postmaster ®boildingcodeonllne.com 0 P.01 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1.10 WEST FLAGLER STREET, SUITE 1003 I. LORIDA 33130-1163 ACCEPTANCE (305) MIA FAX (305) 375.2906 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2 6 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 29,36 PRODUCT CONTROL DIV1S1 N (305) 375 -2902 FAX (305) 372.63 ur application for Product Approval of 63" Aluminum Storm Panel Shutter ./ er Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Type of struction, and co letely described herein, has been recommended for acceptance by the Miami-Dade my Building Cod Compliance Office (BCCO) under the conditions specified herein. a Id after the expiration date stated below. BCCO reserves the right to secure'thi ytime from a jobsite or manufacturer's plant for quality control testing. al fails to perform in the approved manner, BCCO may revoke, modify, or suspend or material immediately. BCCO reserves the right to revoke this approval, if it is this product or material fails to meet the requirements of the South Florida Building expense of such to ting will be incurred by the manufacturer. eptance No,: 98-1110.04 Expires:05/08 003 HIS IS THE CO ERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS B 1LDING CODE A PRODUCT REVIEW COMMITTEE duct Approval has been reviewed by the BCCO and approved by the Building Code mrnittee to be used in Dade County, Florida under the conditions set forth above: Raul Rodriguez Chief Product Control Division rancisco • ulntana, R.A. Director Miami -Dade County Building Code Compliance p Homegage: http : / /www_buildingcodeonline.coei ce MAR -27 -02 02:51 PM 4 Madden Manufacturing Co. SCOPE This revises 1997. It appr Acceptance, d Dade County, 23, do not exc PRODUCT This Aluminu with the foli prepared by K 1999, sheets 1 with the Noti Control Divisi LIMITATIO All permanent metal shields, all times. INSTALLAT This Alurnin the approved d LABELING Each panel sh following star e BUILDING P 6.1 Applicati 6.1.1 6.1.2 A 6.1.3 A C 0 P.02 ACCEPTANCE No.: 98 -1 110.04 APPROVED : MAY 211 lggq 1 - EXPIRES uav : 2003 NOTICE OF ACCEP TANCE: SPE IF DIT d renews the Notice of Acceptance No. 96- 0520.03, which was issued on May ves an Aluminum Storm Panel Shutter, as described in Section 2 of ,this Notice signed to comply with the South Florida Building Code, 1994 Edition for Mcarn for the locations where the pressure requirements, as determined by $FBC Chopt ed the Design Pressure Rating values indicated in the approved drawings. ESCRIPTION Storm Panel Shutter and its components shall be constructed in strict complianc wing documents: Drawing No. 96 -88, titled "0.063" Aluminum Storm Pa ezevich & Associates, Inc., dated April 22, 1996, last revision #3 dated Mardh through 8 of 8, bearing the Miami -Dade County Product Control Aiproval s e of Acceptance number and approval date by the Miami -Dade County Produu n. These documents shall hereinafter be referred to as the approved drawings. s set components, included but not limited to embedded anchor bolts, threaded egne eaders and sills, must be protected against corrosion, contamination and damage ON Storm Panel Shutter and its components shall be installed in strict compliance o+vi awings. frri bear a permanent label with the manufacturer's name or logo, city, state an th ent: "Miami -Dade County Product Control Approved ". i ERMIT REQUIREMENTS n for building permit shall be accompanied by copies of the following: 's Notice of Acceptance. plicate copies of the approved drawings, as identified in Section 2 of ceptance, clearly marked to show the components selected for stallation. y other documents required by the Building Official or the South Fl de (SFBC) in order to properly evaluate the installation of this system. this Noti e the propos rida Buitdin Helmy A. akar, P.E. - Product Con rol Exai ine Product Control Division 2 of 3 MAR -27 -02 02:52 e Mafact Renewal of this original submit! (g) years. Any and all app following state specific conditic Renewals of Ac 4. There has and the,pr b. The prod C. If the Ace correct in 4. The engi submitted, Any revision or be cause for te filing of a revisi Any of the folio a. Unsatisfac b. Misuse o purposes. The Notice of A e¢cpiration date r displayed, then i A copy of this provided to the u at all time. The Failure to cowl Acceptance. This Notice of A :ceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE PM • . 20 .04 tiled a th . der than igh state, and th stated in ; the f this product including` the tion initially automatically (through; the or any other (lowed by :the cceptan4 is lies, shall be at the job !site • removal o ACCEPTANCE No. : - APPROVED EXPIRES MAY CE • F AC EPT NCE: STANDARD CONDITI NS Acceptance (approval) shall be considered after a renewal application has bee rd documents, including test - supporting data, engineering documents, are no 0 oved products shall be permanently labeled with the manufacturer's name, ci g ent: "Miami -Dade County Product Control Approved ". or as specificall ns of this Acceptance. eptance will not be considered if: been a change in the South Florida Building Code affecting the evaluation duct is not in compliance with the code changes. t is no longer the same product (identical) as the one originally approved. ptanee holder has not complied with all the requirements of this acceptance llation of the product. eer, who originally prepared, signed and sealed the required documen is no longer practicing the engineering profession. hange in the materials, use, and/or manufacture of the product or process shall ination of this Acceptance, unless prior written approval has been requeste n application with appropriate fee) and granted by this office. ing shall also be grounds for removal of this Acceptance: ory performance of this product or process. this Acceptance as an endorsement of any product, for sales, advertising ceptance number preceded by the words Miami -Dade County, Florida, and f• ay be displayed in advertising literature. If any portion of the Notice of shall be done in its entirety. cccptance as wed as approved drawings and other documents, where it ap er by the manufacturer or its distributors and shall be available for inspection ngineer needs not reseal the copies. y with any section of this Acceptance shall be cause for termination Helmy A. ar, P.E. - Product Cont Product Control Division 3 of 3 1 Exantitter P.03 03/09/99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGAT VE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR NTERPOLATICN MAY BE USED TO DET ERMINE ALLOWABLE SPANS APPROVED AS COMPLYING WRB WE SOUTH FLORIDA BUILDING CODE DAT N 2 O 1 PRODUCT CO '1 I. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 92)- III ®.Oy z : 2 :_Z Li '2< Z. Da. QX : 0(.0• O dr.rmg no. .n «rsor8 PROFES90MAI• NfoltEER 83 ; • > ; ,+LLic i ctE. ,mo j _ oa.ans . c.. dr..n by d•slgn by •cn•ck•d by . -. _ vm < <' _ 01999 96 -88 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN AC UAL SHUTTER SPAN (L) (FT - IN/ MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHESI MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE :INCHES) 1 LOAD(W) (P5F) BAR NO BAR NO BAR 30.0 3- 0 2 -3/8 2 -3/4 1 -1/8 i 4- 0 2 -3/8 2 -3/4 • 1 -1/8 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -3/8 8- 8 2 -3/8 2 -3/4 1 -7/8 11 - 11 4 -1/4 _ 4 -1/4 - -- _. -- -._ -3 -5/8 - - -- 40.0 3 - 0 2 -3/8 2 -3/4 1 -1/8 4 - 0 2 -3/8 2 -3/4 1 -1/8 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 10 - 9 4 -1/4 4 -1/4 3 -1/4 50.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2 -3/4 - 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 -1/4 9- 7 4 -1/4 4 -1/4 2 -7/8 60.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2-3/1. 1 -1/4 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 .8 - 8 2 - 3/8 2 - 3/4 2 8- 9 4 -1 4 - 1/4 / 3 -3/8 70.0 3 - 0 2 -3/8 7-3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2 -3/4 1 -1/4 6- 0 2 -3/8 2 -3/4 1-5/8 7- 0 2-3/8 2 - 3/4 2 -3/4 7 - 10 4 -1/4 4 -1/4 2 03/09/99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGAT VE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR NTERPOLATICN MAY BE USED TO DET ERMINE ALLOWABLE SPANS APPROVED AS COMPLYING WRB WE SOUTH FLORIDA BUILDING CODE DAT N 2 O 1 PRODUCT CO '1 I. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 92)- III ®.Oy z : 2 :_Z Li '2< Z. Da. QX : 0(.0• O dr.rmg no. .n «rsor8 PROFES90MAI• NfoltEER 83 ; • > ; ,+LLic i ctE. ,mo j _ oa.ans . c.. dr..n by d•slgn by •cn•ck•d by . -. _ vm < <' _ 01999 96 -88 STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD w FOR ALL MOUNTING CONDITIONS (PSF) L MAX. (FT -IN) 30.0 11 - 11 35.0 11 - 40.0 10 - 9 45.0 10 - 1 50.0 9 -7 55.0 9 -2 -60:0 8•-9 65.0 8 -5 , \ 7 0.0 7 - 10 75.0 7 -3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 120.0 4 - 7 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 03/09/99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGAT VE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR NTERPOLATICN MAY BE USED TO DET ERMINE ALLOWABLE SPANS APPROVED AS COMPLYING WRB WE SOUTH FLORIDA BUILDING CODE DAT N 2 O 1 PRODUCT CO '1 I. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 92)- III ®.Oy z : 2 :_Z Li '2< Z. Da. QX : 0(.0• O dr.rmg no. .n «rsor8 PROFES90MAI• NfoltEER 83 ; • > ; ,+LLic i ctE. ,mo j _ oa.ans . c.. dr..n by d•slgn by •cn•ck•d by . -. _ vm < <' _ 01999 96 -88 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS 7 -1E.XIST1NG STRUCTURE ANCHOR TYPE TOAD 04) PSF M.4 F (SEE NOTE 1) MIN. 2° EDGE DISTANCE 1 MIN. 3' EDGE DISTANCE SPANS UP TO 5' -6 (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO -11" (SEE NOTE 1) SPANS UP TO 3' (SEE NOTE 1) SPANS UP TO T (SEE NOTE 1) SPANS UP TO 11' -11 '• (SEE NOTE 1) CONNECTION 1 TYPE 2 1 3 / 4 '∎5 ` �12 CCNNECTION 1 TYPE 2 3 4 5 • CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNEZTION 1 2 TYPE 3 4 5 CONNECTION 2 TYPE 3 4. 5 HOLLOW C BLOCK 48.0 12 12 9 12 8 7 12 3 7 ' ; 4 7 . 12 ff r�r � 11 12 6 12 9 8 12 4 8 3 5 6 ., 62.0 12 10 7 12 4 9 3 5 9 3 7 III 4 7 • 12 1? 9 12 4 10 4 6 10 3 8 3 5 8 - , • MAIMETZMIX1111111> W/ 1/4 "0 IT W TAPCON 1 -1i4' MIN. EMBEDMENT 72.0 92.0 200.0 11 5 6 11 3 8 •. 4 8 7 L 7; 12 6 7 12 4 9 3 5 9 ;' • .8 3 5 8 8 7: 3 5 4 8 7 . `. 7 7' ' , :.' 4 4 7 7 7 7 al 7 7 . 9 8 3 I I I m 1 m 6 5 9 I U 8 3 5 8 ''. . 8 3 5 8., 8 B 3 5 8 3 S 6 *= * 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" w/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 SIDEWALK 9OLT 48.0 ',2 12 12 12 7 12 128 12 5 11 11 3 12 fJ 12 12 8 12 12 10 12 6 12 4 6 12 3 62.0 12 12 9 1 2 6 12 5 6 12 4 11 11 3 12 10 12.6 12 5 8 12 ' 4 12 4 6 12 72.0 12 8 8 12 5 11 4 5 11 3 11 11 - 12 9 9 12 n u 12 4 6 12 ' 4 12 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 11 3 12 4 7 12 4 12 4 6 12 3 12 4 6 12 3 200.0 11 4 5 11 3 11 4 5 11 3 11 4 11 3 12 4 6 12 12 4 6 12 3 12 4 6 12 3 _. 1/4 "0 /8 P. EDMEN WI 7/e- : T & 1/4_ro ST STEEL MACHINE SCREW IN 48.0 12 12 10 12 6 12 10 7 12 5 10 3 10 3 12 �J l 12 12 8 12 12 11 12 ' 6 12 4 7 12 4 6k.0 12 '2 8 I 5 12 5 5 5 1Z 10 10 3 3 3 10 10 10 3 3 3 4 1 i 4 10 3 3 3 12 12 12 12 9 5 12 10 8 12 6 12 6 9 12 • 4 12 4 7 12 72.0 12 7 6 �� _4 10 3 12 112 u, 4 7 12 4 12 4 7 -1 4 92.0 11 4 S 1 11 3 10 3 4 12 4 12 4 '' 12 4 12 4 7 12 4 200.0 1 0 3 4 10 3 10 3 4 10 3 10 10 3 12 4 7 12 4 12 4 z 12 4 12 4 7 12 8.0 12 12 10 12 5 11 7 7 11 3 7 7 ;.. 12 (J 12 12 12 8 9 12 4 8 5 8 i =1 62.0 12 9 7 12 4 9 3 5 9 7 7 • ,- • - 7/ 7 111 111 7,. 7 12 11 9 11 6 3 9 8 6 12 4 10 4 7 10 3 8 , 5 8 - 0 POWERS ZAMAC NAIL -IN W/ 1 -1/8 MIN. EMBEDMENT 72.0 10 5 6 10 3 7 • 1/6 '. ' 4 11 3 8 3 6 8 -, 8 ;..' 5 8 El 92 8 3 5 8 7 ,- 4 9 3 8 5 8 .`.. 8 -' 5 8 200.0 7: 4 7 7- 4 7 - 7 7 8 8 f '. 8 u, 8• 8,, 8 48.0 12 12 8 12 4 9 6 6 9 6 6. 12 ra 12 5 12 8 8 12 4 8 . . 5 8 ul ,C 4 • - 62.0 '0 8 6 10 3 7 6. 3 1 4 - I - -- 7 6' . 6 6 1 6 T I 43 'D I • 12 11 10 9 12 L 9 3 6 9 3 8, 5 8 1/4 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 -1/B" MIN EMBED. 72.0 9 4 4-- 5 f I 8 11 p'l 8 5 8 - 8 -... 5 8 92.0 7 1. r -- 6 • 3 6 6 , 6 6 ill 6 - , 8 8 6 8 . 8 5 8 8 ';- , 5 8 200.0 6: 3 6: 6' . 5 8 ' 8 5 8 . 8 . 5 8 48.0 12 12 12 '2 7 12 10 9 12 5 10 10 3 12 12 I CA `J 12 X 12 12 10 9 12 5 10 3 6 10 3 _1 li�1 1/4••0 ASHLEY QUICK -SET SCREW WITH 1 -1/4" MIN. EMBEDMENT 62.0 12 12 10 12 1`n I 12 7 12 4 10 10 3 10 12 u 12 5 7 12 ; 4 10 3 6 10 3 72,0 12 7 8 12 10 I 6 10 3 10 3 10 3 12 7 8 12 10 3 10 3 10 3 6 10 3 92.0 11 4 6 11 3 10 3 6 10 3 10 3 10 Im1m1 11 6 11 U 10 3 - 1 - 01 3 6 I 10 3 10 3 10 3 6 10 3 200.0 "0 3 6 10 3 10 3 6 10 3 10 3 - 1C- 10 I 6 10 A 10 3 6 10 3 03/09/99 15:17 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2.ENTER ANCHOR SCHEDULE 3ASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. :.EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED CN TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED. IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, WOOD FRAMING CONDITIONS VARY. F'ELD VERIFY THAT = ASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NCMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SCUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. CR WAFER HEAD (SIDEWALK BOLT), U.O.N. o . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE 3Y REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT 6" O.C. OR 12" 0.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF -KEYHOLE SLOT OR KEYHOLE WASHER. 114.44-2 0 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SICEWALK BOLT IF I0 <EYHOLE WASHERS ARE USED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT E_ '3r PROUiiCT CO*1 0L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. CIS - MD . 01,f- rri ;O 1 0 2 -__ � In N � P T P Q r• Q •O a 4 O V LL W J 4 0 a W 0 Q u. O c.5 z F- U z z W 2 MIXES510NA1 E 1 ,1,9 FL Lic• PE;0 4 0 ry •s 1 in; N O 1 W =I2 Y XI < t 0 v.'. it 0 0 : I1 a i! o . iiu NI 1. m l - 2- -fir- , o a _ • i ' • m• • • 0 - r 'YJ. ItN[ZEVKN ;Oa R N o:`- 0 1999 04!22 /14! : .c• • by : .is mores nc Id..4n by :chocked b)I V 0 Or owing no. 96 -88 shoot y or • MIAMI (305) 803-9571 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS QNCHES) REQUIRED FOR VARIOUS I EXISTING STRUCTURE ANCHOR TYPE OAD PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO (SE 5' - E NOTE 1) SPANS UP TO 7' - 6" (SEE NOTE 1 ) SPANS UP TO 11' - 11 (SEE NOTE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 34 � . 15 CONNECTION 1 2 TYPE 3 4 / 5 CONNECTION 1 2 TYPE 3 4 S CONNECTION 1 2 TYPE 3 4 5. CONNECTION TYPE 2 3 4 5 313413N00 1/4"0 1 MN. 62.0 48.0 12 12 12 12 12 1212 6 12 12 11 12 8 9 12 7 12 1212 7 12 12 12 12 12.12 12 9 I12 12 8 62.0 12 12 12 12 12 12 11 11 12 9 • 12 8 9 12 7 12 12 12 12 12 12 12 12 12 10 12 9 , 12 12 8 IIIHIIIIH1111111111 IT'a! TAPCON W/ MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 72.0 12 12 12 1 2 10 12 8 9 12 7 12 8 9 12 7 12 12 12 12 12 12 9 12 12 8 12 9 1 12 12 8 92.0 12 9 10 12 8 12 8 9 12 7 12 8 9 12 7 12 10 12 12 9 12 9 12 12 8 12 9 ; 12 12 8 200.0 12 8 9 12 7 128 11 9 12 7 12 8 9 12 7 12 12 9 12 12 12 12 12 8 8 12 12 9 12 12 10 12 8 12 ; 6 12 12 9 ; 12 4 E 6 12 12 8 3 * �` U' 1/4"0 ELCO MALE/ FEMALE "PANELMATE' W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 SIDEWALK BOLT OWL 3.000 P.S.I. CONCRETE) 48.0 12 12 12 12 7 12 12 8 12 5 11 4 5 11 3 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 ° 12 5 8 12 4 12 46 12 3 72.0 12 8 8 12 5 11 4 5 11 12 11 4 5 11 3 12 9 9 12 vi N 12 4 6 12: 4 12 4 i 6 12 3 92.0 12 4 6 12 4 11 4 5 11 11 4 5 11 3 12 4 7 12 4 12 4 6 12 ' 3 12 4 1 6 12 3 200.0 11 4 5 11 3 11 4 5 11 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 \./10 1/4 "0 7/8" POW ED CALK - IN MENT L1/6-20 STAINLESS STEEL MACHINE SCREW (61IN. 3.000 P.S.L CDNCAETE) 48.0 12 X 12 12 s 1 2 12 12 12 12 12 12 8 8 12 7 12 12 12 fJ r 12 12 12 12 ? 12 12 10 12 12 9 62.0 12 12 12 12 12 12 11 , 9 12 9 12 8 8 12 7 12 12 12 12 12 12 12 12 12 : 11 12 10112 12 9 72.0 12 12 11 9 121 12- 11 8 12 12 8 8 8 8 12 12 12 12 8 8 8 8 1 12 ,j 12 12 12 12 12 12 12 12 10 12 12 • ' 12 12 12 ' 10 12 9 12 12 10 1 12 10 12 12 12 9 9 92.0 12 9 200.0 12 8 8 12 7 12 8 8 12 12 8 8 12 7 12 10 12 12 9 12 10 12 12 9 12 10112 12 9 it 48.0 12 12 12 12 8 12 12 10 12 11 4 6 11 3 12 12 12 12 9 12 12 12 12 : 6 12 4 ' 8 12 4 --; 62.0 12 12 10 12 6 12 5 7 12 4 11 4 6 11 3 12 FT- 77 12 12 N r 12 6 9 12' 5 12 4 ' 8 12 4 1/4 NAIL MIN. (MIN. 3,000 "0 POWERS ZAMAC - IN W/ 1 - 1/8" EMBEDMENT 72,0 12 8 9 12 5 12 4 6 12 3 11 4 6 11 3 12 10 11 12 6 4 8 12 • 4 12 4 : 8 12 4 92.0 12 4 7 12 4 11 4 6 11 3 1' 1. 6 11 3 12 5 8 12 4 8 1; 4 12 4' 8 12 4 P.S.L CONCRETE) 200.0 11 4 6 11 3 11 4 6 11 11 4 6 11 3 12 4 8 12 4 12 8 12 4 12 4 ; 8 12 4 1/4"61 DYNABOLT (MIN. 48.0 12 12 12 1 2 11 12 12 10 12 12 5 7 12 5 12 12 12 12 N 12 12 12 10 12 7 ' 11 12 6 ANCHOR MIN. 3,000 62.0 12 12 11 12 8 12 8 8 12 12 5 7 12 5 12 12 12 12 11 12 1 12 12 . 8 12 7 11 12 6 ITW RED HEAD SLEEVE 72.0 12 12 9 12 7 12 6 7 12 5 12 5 7 12 5 12 12 12 12 9 12 11 12 1 7 12 7 ; 11 12 W/1 - 1/8" EMBED. 92.0 12 6 7 12 6 12 5 7 12 5 12 5 7 12 5 12 8 12 12 7 12 11 12 ' 6 12 7 1 11 12 P.S1 CONCRETE) 200.0 12 5 7 12 5 12 5 7 12 5 12 5 7 12 5 12 7 11 12 6 12 11 12 i 6 12 7 11 12 6 C = L (MIN. 48.0 12 12 12 12 7 12 10 9 12 5 10 3 6 10 3 12 12 12 12 1. 9 12 5 10 3 1 6 10 3 I21332Z-3 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 1 1 12 12 12 7 10 8 12 5 12 4 12 10 ' 6 12:4 10! 3 10 10 3 16 3 6 10 3 10 3 , 1/4 "0 ASHLEY OUICK - SET SCREW WITM 1 - 1/4" MIN. EMBEDMENT 3.000 P.S.L CONCRETE) 72.0 12 7 8 1 2 4 10 3 6 10 3 10 3 6 10 3 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 Al 10 6 10 ` 3 10 3 6 10 3 200.0 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 7 10 6 10:3 10 3 6 10 3 12 1/4"0 DROP SIDEWALK HEAD) MIN. (MIN. 3.000 48.0 12 12 12 12 12 12 12 12 12 12 12 10 9 12 10 12 12 12 12 r 12 12 12!12. 12 12;12 _� -1 POWERS & 1/4 - 20 BOLT (3/4 "0 W/1 EMBEDMENT P.S.L CONCRETE) 62.0 12 12 12 12 12 12 12 10 12 11 12 10 9 12 10 12 12 12 12 12 12 12 12;12 12 12; 12 12 72.0 12 12 12 12 12 12 11 9 12 10 12 10 9 12 10 12 12 12 12 12 12 n 7 1 7" NC•1 12 12 12 12 12 12112 12 12 12 12 12 12 12 92.0 12 12 9 1 2 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 • 12 12 12 200.0 12 10 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12_1 12 12 12 12 ; 12 12 12 • 12 12 12 F ASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS I EXISTING STRUCTURE • ANCHOR TYPE • LOAD (W) PSF MAX (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5 - 6" (SEE NOTE 1) SPANS UP TO 7'-6" (SEE NOTE 1) SPANS UP TO 11' -11" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 O 48.0 12 12 1' 12 12 12 12 8 12 11 12 8 5 12 7 gmffsmizt, 1/4 W000 LAG W/ 1- 3 /r••• MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 62.0 12 12 9 12 12 12 11 6 l 9 12 8 5 12 7 72.0 12 12 7 12 8 5 12 7 12 8 5 12 92.0 12 9 6 12 12 8 5 12 7 12 8 5 12 7 200.0 12 8 5 12 12 8 5 12 7 12 8 5 12 7 48.0 12 12 • 12 12 12 .%; 5 11 4 /..' ' 11 3 ; [�[�� * - 1 1►iu I►iu 62.0 12 t2 • ' 12 12 5 J 4 11 4 '. 11 3 7/16" 0.D. BRASS 72.0 12 8 ' ' 12 12 4 / 12 3 11 4 �`.'" 11 3 BUSHING W/ 7/8" MIN. PENETRATION 8, 1/6 - 20 92.0 12 4 , .. 12 11 4 11 3 11 4 / . 11 3 MACHINE SCREW 200.0 11 4 , , :• 11 11 4 ',. ". 11 3 11 4 !. 11 3 * anar*Eimir- 48.0 12 12 12 12 12 12 12 12 12 12 9 9 12 8 1/4 "31 ELCO MALE/ 62.0 12 12 12 12 12 12 12 11 t r 10 12 9 9 12 8 FEMALE "PANELMATE" W/ 1 - 7/8" MIN. PENETRATION & 1/5 - 20 SIDEWALK BOLT 72.0 12 12 12 12 12 12 9 10 12 8 12 9 9 12 8 92.0 12 10 10 12 9 12 9 9 12 8 12 S 1 12 200.0 12 9 9 12 8 12 9 1 9 12 � I � - 12 I 1 03/09/99 15:17 S OUTH FLORIDA BUILDING CODE DA en: 2.. 1. 1 • 3: PNODUCT CON •• " DIVISION QUILD:NG CODE COMPLIANCE OFFICE ?CCEPTMICE .4 0. y ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHCR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS =0R IDENTIFICATION OF CONNECTION TYPE. 4 .ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5.MIN'MUM EMBEDMENT AND EDGE CISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. F''ELD VERIFY THAT = ASTENEPS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW =ACE OF STUD FRAMING. FASTENE'2 SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL B_ "SCUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAV PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS'MI BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CR WAFER ,.N HEAD (SIDEWALK BOLT), U.O.N. , • , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES./ *1O.DESIGNATES ANCHORS WHIC.-I ARE REMOVABLE 3Y REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT' MOUNT (off 6" O.C. OR 12" 0.C. 'MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11. 4 -20 TRUSS HEAD BOLTS MAY SE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF KEYHOLE WASHERS ARE USED. z o Q o 1 0 ' W o d1 a I N r` 4 i : u r N I Q W ▪ g1 Wi Id 0 U . YI 2 _ > < 0 • Of m Z • o I W 2 W IA . S: I■1 xo i . _ > 4 4 a i d I uI ammimmiiimo m O U C7 z_ z H U z z W Q 0 0 ▪ I w I I 96 -88 044221141 :;drawn by design by7Ri7bcked by, droving n,. _ .11641. 6 of 03/09/99 15:16 d x 0.055' 6063 -16 ALUM. TUBE -, 2' x 5" FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1 EXISTING CONCRETE. HOI.OW BOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE • OF STRUCTURE) • — -1/ 4**0 MACHINE BOLT 0 6" O.C. HEADER MOUNT DETAIL SCALE : 3" = 1' -0" — 4 jIOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. - 2 x2' c.093" STUDDED ANGLE O B 2" x 2" ALUM. TUBE BUILD -OUT A SCALE 3" - -0' si x 2" 2- x ' Z.. x 0.055" 6063 -T6 ALUM TUBE 2 "x �." 2 "xS' FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2• 0) CONT. 1/4' MAX. — 4 —4 -- 4&rx2"a.093 STUDDED ANGLE 3/4 - EX SCREWS OR 1/4 -20 BOLT AND NUT 12' O.C. STAGGERED (T"P. TOP ANO BOTTOM) - 2 "x3 x 4" x 1/6" 2 "x5' 6063 -T6 ANGLE FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3• B ~ EM — 1/4 -20 MACHINE BOLT 1 WINGNUT (i 12 O.C. OR 0 S' 0.0 FOR PANEL LENGTHS GREATER THAN 104 ". (TYP TOP L BOTTOM) EMBED. EXISTING 'CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 2" MIN. .- EXISTING CONCRETE. A- - 4 HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE / OF STRUCTURE) r -1/2" `NM 1/4' -20 STUD & WINGNUT, PANEL PANEL TO ANGLE CONNECTION 0 12 O.C. - © :ONT. - — o Z ALT. TRAP MOUNT DETAIL SCALE 3" = 1' -0" ® CONT. -, 2 -1/2" 1/4 RAWL CALK - IN • L' O.C. W/ 7!6 MIN. EMNEO. IN CONC. ® _ 1 OR HOLLOW BLOCK J� < - a,,, at a < ~ 3. X 00 /- w b y W o N —4 — VON - STRUCTURAL . QS.L THIS DETAIL MAY SE USED AT TOP OR BOTTOM OF PANEL. r PANEL BUILD -OUT SCALE , 3 - Y -0' ! 1/4 -20 MACHINE BCLT L WINGNUT 0 12" O.C. 1 OR ({6 6" 0.0 FOR PANEL LENGTHS GREATER THAN 104". (TYP. TOP & BOTTOM) - ® 2 x 2" x .093" STUD ANGLE APPROVED AS COMPLYING W1TW THE SOUTH FLORIDA BUILDING CODE DAT If • 2 . 1 • • • aY PRODUCT CO L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Ci CS - \X% 0 .0 Lt cj b 0 I I L! T o I M Z M 1- I " 1 1 - ; O '0 !I 4 • to ► <j UJ u• i� v°I f a a W �, i' V/ • U 0 0 _a a •� O a 0 W M1= 3 w 0 D 0 i >: Q W = J O M I a a = 'z. eti � I iY; Z 0 > N <.i Oci Z jY ' a : p V IL C ® ®� 1 >N z ; -. I W Z W N 2 ' j N ° Y o -, 1W z = .a, '0 X !; u' 12 Z W!: Z •D Q IO O 0 2 U u. z z W 0 0 2 1 96 -88 ?L.Lic an No. PE001 • 04/22/16• jSCSl I drs A by • AS NOTES) MC: !design by .1cn.cic•d b � VAtil VJK dr.vinq na — .n..r 0199E 030999 15:15 -- r GLASS OR 000R ® 2" x 2" x .093 - ALUM. STUD ANGLE 3/6 PLYWOOD 1/2'0 TMRU SOL (¢t 12 O.C. 1 /6 - 0 RAWL CALK -IN 0 12 0 C WITH 7 /8' MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4'0 LAG SCREW 26" O.C. W/ 1 -1/2" MIN. EMB. IN W000 —tS1_2" x 2" x 1/8" CONY AL_UPI-ANGLE_6063 -T6 (MAX. OESION LOAO $ 72 PSF) "PASS THRU" DETAIL U SCALE : 3" • 1 -0" 2 x 6' x 1 /8" CONT ALUM. TUBE 16063 -T6) '0 z .I W J ' J Z 0. X' 4: - MAX. 1/6 -ILE X: FINISH MATERIAL 1/6 - 0 RAWL CALK - N 0 6 0.C. WITH 7/8 MIN. FMB. IN CONC. OR HOLLOW BLOCK OR 1 /6 _AG SCREW ® 12" 0.C. W/ 1 -1/2' MIN. EMB. IN W000. EMBED. 6' MAX , NON - STRUCTURAL FINISH MATERIAL BRICK OR W000 WALL MOUNT ® SCALE : 3 • r -0" 1/6 -20 5.5. BOLTS W/ WINGNUTS p MIOSPAN OR 51- O.C. MAX. ITYP) — FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE Z• .4 -1/2" _l 1/6' MAX. < 1- a - IJ z W ' y -I z t 6. • 1 I -1 CL o X t IN I IL I w ANGLE MAY VARY 1 .5 -r . 2' x 0.125- CONY. TO 6' x 6" • 0.12S' - -- - - - - -- - eo -3 -Te AtuMINUM -- ALLOY OR 18 GAGE GALV. STEEL ANGLE Q ALT. CORNER DETAIL SCALE : 3' • 1' -0" 6' - 1/6 " -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" • 1' -0" 6" 1/2' 3/8'0 HOLE FOR FASTENING PANEL 2 . 2" ALUM. STUD ANGLE 0 FOUR 1/6 "s RAWL CALK -IN ANCHORS W/ 7/6 MIN. EMBED. IN CONC. 04'O.C. SCALE: H.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE °ANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR tax FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" 2 x 2 x .093- N O STUDDED ANGLE Z W/ 1/6 -20 STUDS u J E. WINGNUTS 0 12 0.C. J 1/6 -20 MACHINE 2: BOLT AND NUT t 0 12 O.C. 0. X " < _ - -- - �a EMB. - 1 /6' 0 RAWL CALK N p 6 O.C. W/ 7/8' MIN. EMB. INTO CONC. OR HOLLOW BLOCK. © 2 x 5 x ve" CONT. ANGLE 6061 -76 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD • 72 PSF) O EDGE MOUNT DETAIL T SCALE : 3" = 1* -0" 1/6 -20 STUD W/ NUT 0 6' O.C. - 2 - x3 "x 1/8' ALUMINUM ANGLE INTERIOR FASTENING ANGLE ASSEMBLY C" x 3 x 1/6 ALUM. ANGLE ;ROVED aS- aMFLYIIQg VIIITIIT THE SOUTW FL6k1DA: BUI[DING CODE DAT BY PRODUCT CO ' IL DIVISION BUiLD•NG CODE CDMPLIANCE OFFICE. ACCEPTANCE NO. Fs" LL -LB •0 4' : 2 E .c L• 1 1 q i Ia U I0 OD • '1A Y Q I i 0 E 1 = 3 ; W z N V IW } 1 Z � 2Q Z I; v i�Jl Z _ZW"' cr ICJ `:. U t o QQ� • !if)-(c1-5 Z Zm � pt z h ' ' Q a. 2 0 96 -88 O6/22/to: SC. drown by I •S NOTED'; MC i !design D� e ch•cw. OTI ' VAC II VAC • dr owing no. of 6 SEE MM. PANEL SEPARATION FROM GLASS SCMED. - GLASS OR DOOR --- • EM BED. I ' i SCALE : 3" = THREE 1/4 - 0 WOOD LAG SCREWS W/ 2 •1/4 MIN. EMBED. 24 O.C. MAX. CONT. 4 x .250 - ALUM. PLATE OVER W000 MEMBERS — 03/09/99 15:15 03 CONT. 1 I 1 x4 " - x4 "x0.055 "ALUM • TUBE OR 2 x 4 OR • 2 x 6 P.T. W000 BLOCKING —) W 4 J • W Z 0 Z Z W U J: w •••I Z w a x"" < Z X cr L ®CONT. .� I — FOR W000 BLOCKING JSE 1/4 "0 S.S. LAG SCREW WI 1 -t /2 PENETRATION INTO W000 BLOCKING p 12 0.C. FOR ALUM. TUBES USE 1/4"• S.S. LAG SCREW W/ 1 -1/2" PENETRA INTO CENTER OF STUDS LOCATED ED 24 O.C. MAX. & ONE 1/4'• TNRU BOLT w/ ACCESS I$OL_ p MIDWAY BETWEEN STUDS. TWO -1/4 S.S. LAG SCREW @ 24 0.C. MAX. W/ 1 - 3/4" PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO . 72 PSF. WALL MOUNT SECTION (BOTTOM) r STUCCO FINISH OR • PLYWOOD SOFFIT — M14 SMS BETWEEN TRUSSES 0 24" 0.C. SOFFIT CONNECTION DETAIL O N SCALE : 3" . 1'-0" .- WOOD ROOF TRUSS OR FRAMING MEMBER 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING ISEE ANCHOR • SCHEDULE BASED ON TYPE OF STRUCTURE) - — — 0 ' W< a -0; a. J, z la: ¢ Z < W w <:w s: N • GLASS OR DOOR — SEE MIN. SEPARATION FROM GLASS SCHEO.- THREE 1/4 - 0 W000 LAG SCREWS W/ 2 -1/4 MIN. EMBED. to 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 71 x 4'• OR x 6 - 062 - ONT. ALUM. TUBE - (6063 -T61 MIL SMS 12' O.C. BETWEEN TRUSSES 24 0.C. • EMBED. (TYP.) - - FASTENER, SEE ANCHOR SCHEDULE REFERENCE- CONNECTION 'TYPE 1• (USE REMCVAEILE ANCHORS FOR DIRECT MOUNT ONLY 6 OR 12 O.C.. BUT 00 NOT EXCEED SCHEDULED SPACING. (TYP. TOP 11 BOTTOM) 2: F 0 EXISTNG CONCRETE. HOLLOW BLOCK. OR W000 PRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) O WALL MOUNT SECTION K (DIRECT MOUNT) SCALE : 3" . V -0" SCALE : 3" • 1' -0" - 0 (MAX. DESIGN LOAD • 56 P.S.F.1 SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" • 1' -0" — 03 CONT. W000 ROOF TRUSS OR FRAMING MEMBER • L • - STUCCO FINISH OR iW PLYWOOD SOFFIT ACCESS HOLE (TYP) ALT. SOFFIT CONNECTION DETAIL 1" x ALUM. TUBE 1/4" MAX. EMBED. --I (TYP.) 2 - x S" x 1 /e ALUM. PLATE 16063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 M 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN 0 r C.C. — ExISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) — FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3" O OR © CONT. '/4 -20 MACHINE BOLT 3. WINGNUT p 12 - O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6 O.C. FOR PANEL LENGTHS GREATER THAN 104 - . 0 SEE MN. SEPARATION FROM GLASS SCHEDULE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O WALL MOUNT DETAIL L SCALE : 3" a 1' - 0" 0 EHBEp. (TYP.) - CONT. W000 FRAMING REQUIRED 03 CONT. FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3 SOFFIT CONNECTION DETAIL © SCALE . 3" . 1" -0" ieiRi ly Ts r icinivritib WITH T %OUTH'rtORIDA '' UAT � AA ..2: - § BY' ,fro ��/ _ .. %� .kCIFITlitIDE'1113 €1-9) —4 0 0—.041 - 1/2' PLYWOOD 1/4" MAX. Oa fi 1I I ! O 4 1• 1 -; O "O < :! < °L1:1 ~ aC w 0 YI '- J a U 0 L7:79 - x 7 i I ▪ II < • i ¢ W I 11 2 00 n a o m li �! N w w •E .) ! 1 >! CO ¢ W W L J IIt .. N . < W /- T i ;:i.i .B i E u. - ... 721 " � W ▪ X ' 1 = 0 In < 11 Z ¢ 0 ' a i i • < e) • :10! W w Z ° ;!5-, 2 W .... . : _. W u 0 n' . I Q O Z = _ iI >; Y -• pi ,0 = il V,I W H 0 to O 11 II o:W Zil I .ZI< ! u >:E 11 • ¢; . :io• c li >u &• .110 "1 ..1e^: MIOMMEMENIMINED ✓ P(t0FESSI0NAL E ' ER FL Licari No: • PE - 001 0199 04/22/161 :.CI(• • dr�rn by i 43 NOTED!, MC; :design by ch.c11.d by( yJK j1 VAC dr.trino no,. 96 -88 sliest 3 of 3 . LABEL 537 093" LOCATION -. GENERAL NOTES. o I , 319 -1.469" i 0 I O ALT. LEO 2. 000' DIRECTION , - -' 7 "E" TRACK SCALE : 1/4" . 0•-1" 03/09/99 15:1 12 00" COVERAGE 15.269" .090 - (TYPI 2.015" 188' 'AY!" .469" (3 ) "P' TRACK SCALE : 1/4" . 0' -1" .8 - .563.•0 25' (20 GA. GALV. STEEL OR 0.050" ALUM) L THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED ANO TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 11 o• 0 • M• .085' WINGNUT SCALE : HALF SIZE 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS N ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FCR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS: MAODBI Hie C10. POMPANO BEACH. R. ONE COUNTY PRODUCT APPROVED 4. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201. PA 202. & PA203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (ETC) TEST REPORT No. 96 -013. 18 GAGE GALV. STEEL GRADE C • O 0 0 "h" HEADER SCALE 1/4" = 0 " -r 01- 1.00 KEYHOLE WASHER SCALE HALF SIZE SCALE : HALF SIZE STEEL BAR S. STORM PANELS SMALL BE 50524132 ALUMINUM ALLOY, 0.063' THICKNESS. ALL ALUMINUM EXTRUSIONS SHALL Be 6063 •76, U.O.N. 6. ALL SCREWS AMD BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 KSI MINIMUM YIELD STRENGTH. 7. FOR INSTALLATION$ 30 PT. OR LESS ABOVE GRADE. AN OPTIONAL Y x 1' x 1B GAGE STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM. STEEL BAR MAY BE FASTENED AT PANEL OVERLAPS. AT MIDSPAN, W/ 1/4 -20 It 4 ' BOLTS AND OlE CAST ALUM. WASMERED WINGMITS. SEE MK SEPARATION FROM GLASS SCHEDULE, PAGE 8 OF 8. NOR REDUCED SEPARATIONS. B. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONCITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH "E' OR 'F" TRACK. STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SMALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL,OIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTLRER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. TL AT LEAST ONE WARNING NOTE PER OPENING SMALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY Or THE COMPONENTS Of STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION LNLESS STEEL TUB! & BOLTS ARE PROPERLY INSTALLED WHEN INEOLD.' 1/4" MAX. • 1/4" MAX.- EXIST NG STRUCTURE TYP. SECT ONS EXISTING STRUCTURE WALL MOUNT © TRAP MOUNT WIOTH UNLIMITED (PERP. TO PANEL SPAN) r TYPICAL VERTICAL M OUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 1 PAGE B OF 8, FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 6J OPTIONAL SCALE 1 -1/2" • 1 O "U" HEADER SCALE : 1/4 = 0' -1" -- TOP MOUNT 1 J! `LS) PLAN VIEW :11 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE NOTE 7 BOTTOM MOUNT OPTIONAL R .250" EXISTING STRUCTURE TYPICAL CLOSURE DETAILS 0 0 , t-- r1 O 0 O 125' (TYP) 5.00 MAX 4a STUDDED ANGLE SCALE : 1,4" = 0' -1" o• • 1/ -20 MACHINE SCREW STUD .•25 ITYPI • (P . WIOTH UNLIMITED � TO PANEL SPAN) SECTION K DIRECT MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 8 OF 8. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. SEE ANCHOR SCHEDULE FOR - ANY ACCEPTABLE ANCHOR ®OPTIONAL go 12" 0.C. - - - -- - - 1 - +/2' MIN. r ` V, O OVERLAP ALUM. ANGLE CLOSURE PIECE. 1' x 2" x . 111. TO 2 x5'x.I25'MAX. O TRAP MOUNT -O ® FACE MOUNT PLAN VIEW -6 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7 -- EXISTING STRUCTURE 1 OPTIONAL L SEE NOTE 7 STUDDED ANGLE SCALE = 1/4" . 0' -1" J`-- 2.00 " SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL) :J OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7- PLAN VIEW r•k it ' T SIDE MOUNT . 4 i; :6) a; DR DIRECT MOUNT . TYP) HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 8 OF 8. FOR REQUIRED MIN PANEL SEPARATION FROM GLASS. 12" O.0 TYP - .093" TYP. 1/4 -20 MACHINE SCREW STUD TYPICAL BAR ATTAC IUSE ONLY WHEN IMPROVED DEFLECTION APPROVED AS COMPLYING WITH THE SOUTH FAORIDA BUILDING CODE DAT f I M BY PRODUCT CON, 0L DIVS'•ON ROILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9$ - LEIS •0 L t . 1 o 61 m Q faisminmemms O I� J Z � w E C CO LLti 12 U N =N I D a; U Q MM ' Z ZOD o UU)i o O Q a Ija X. X: X. t r. ;Irk s: `! 2 .„ .' 1 ZL KNEfVTLM H M E NT,' 1 PROEESSIOK REOUI* A G L•'ic_. 'i; : u / I 1 sal., 'Drawn by 1; 4 AS NO1Lpjl MC j 10014 04/22/96' n by • j[A.cw•o Dyl VJK Cr.rin9 nw 96 -88 sheet 1 of 8 GLASS OR DOOR 03/09/99 15:14 SEE MIN. SEPARATIO FROM GLASS SCHED. • rtl FASTENER. SC ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' EMBED. (TYP.1 FASTENER, SEE ANCHOR / SCHEDULE. REFERENCE / C oteact ION *TYPE 1• —/ ANGLE TO EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING ISEC ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) GLASS OR DOOR (TYP, TOP & BOTTOM: --; v . EMBED. (TYP.) ' y, j 0 10 j / sela/ / -1 / 01 / , EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD Of A FRAMING (SEE AMOR C ,/ SCHEDULE BASED ON TYPE OP STRUCTURE/ / ,/ NIC .4611W 111114,D–OUT MOUNT SECTION SCALE 3 EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r CONT. EXISTING coracaere. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) -0 coml.. ETAIL PANEL TO W LL MOUNT SECTION S CALE 3" 1-0" ; 0 • w ; X! I Z Z, sal , 1 • s- • tau - 0 4:14 0.; X• r • 0 flo As !IA ANGLE DETAIL FASTENER. SEE ANCHOR SCHEDULE- REFERENCE CONNECTION 'TYRE 4' - *14 TEK SCREWS OR /4.-20 • BOLT ANO NUT 0 1 0.0 STAGGERED (TYP. TOP AND 50TTOM) r FROM GLASS SCHED. (i) CONT. =1/4-20 MACHINE BOLT & WINGNUT 0 IV" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO 0 6" 0.C. FOR ENGTHS GREATER TM* . SIDE C SURE klarrt-ISEE PLAN V - . - 1/4" PAX. 1 . • - • - 1/4-20 MACHINE BOLT 3. WINGNUT go 12- 0.C. FOR ANEL LENGTHS LESS THAN OR EQUAL TO 104" AND go 6 0.C. FOR PANEL LENGTHS GREATER THAN 104. 1/4 MAX. 4 /— (5) CONT. XI 4 L2 IA 0 -i .JI 11. ttCr CLI 0 X1 Zjw <I 0) • 1J SEE MIN. SEPARATION FROM GLASS SCHED.- FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE — GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHEE/. P1000 FRAMING OCONT. FASTENER. SE! ANCHOR / EMBED. SCHEDULE. REFERENCE 'TYP.) W000 FRAMING CONNECTION TYPE 1• ANGLE TO WALL DETAIL SCALE • 3" a t•-0" 1/4 MAX. WOOD CEILING/ INSIDE r . E ., % MOUNT SECTION \Z../ scALE 3" a 1*-0" - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2- - — - WALL MOUNT SECTION :oa O 1 , • 4 i! al 4! Z < Xz 4! cc 1: ; •. • tu ul 1/4 MAX. 1/4-20 MACHINE BOLT & WINGNUT 0 12 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 0 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104. PANEL TO ANGLE DETAIL EMBED. (TYP.) 0 CONT. GLASS OR DOOR 1/4 MACHINE BOLT 3. WINGNUT i 12 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 0 V 0.C. FOR PANEL LENGTHS GREATER THAN 10L. 0 FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE \ CONNECTION 'TYPE r EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD i EDGE DIST. FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE: SEE MIN SEPARATION FROM GLASS SCHED. FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE 3 CEILING/INSIDE MOUNT SECTION SCALE 3" AFrAti) '60PAYING WIN THE %0UTH FLORIDA BUILDING CODE 1'3 Aim DAT BY PRODUCT CO ROL DIV!S1ON BUILUNG ( CODE 'COMPLIANCE OFFICE ACCEFkANCE 0. 1/4 MAX. 0 X u 1- , t 4 0 : Z Z:4 ▪ CL Lo — Z • ha la 4 Z 4 a. . r- a. 4. • 0 EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FPAHING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE: -r- P1 sTis X a, 0 X - • r 4 4 • E KNEZEVIDI ;»qE6SIthuL l ER: 01999 scot* • drawn by AS NOTED j MC: design by irc Necod by( 1 ,1 V.RI • dr awing no. 96-88 •hoof 2 of 1 OA/22/16i 0,9:28 JllN 22, 1999 ID: PGT INDUSTRIES MIAIiA PRODUCT NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis Approved: 05/20 /1999 FL 34274 TEL NO: (941) 480 -1902 *32036 PAGE: 2/28 MIAMI —DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 373 -2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 373 - 2327 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 373 -2966 FAX (303) 373 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (303) 375 -2902 FAX (305) 372 -6339 Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be :incurred by the manufacturer. Acceptance No -:99- 0204.03 - Expires:05/20/2002 / Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco • uintana, Director Miami -Dade County Building Code Compliance Office letereet mall address: postmaster@ buildiatcodeoelioe.eom ® Hemepate: btep : //www.buildlotcodmselioe.com 09 :29 JUN 22, 1999 ID: PGT INDL.STRIES TEL NO: (941) 480 -1900 *32038 PAGE: 3/28 „ f PGT Industries ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 • The Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4112, titled "Impact Horizontal Sliding Window ()CO)" Sheets 1 through 3 of 3 dated 2/16/98, revised on 1/29/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 99 -0204.03 MAY 2 0.1999 MAY 2 0 2002 Manuel P ez, P.E. Product Cont'dT xaminer Product • rol Division 093,1 JUN 22, 1999 ID: PGT INDUSTRIES TEL NO: (941) 480 -1900 #32036 PAGE: 4/28 PGT Industries ACCEPTANCE No.: 99- 0204.03 ' APPROVED MAY 2 A 1994 EXPIRES MAY 2 0 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the.code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Manuel erez, P.E. Product Contr Product ontrol Division END OF THIS ACCEPTANCE 3 of 3 aminer LARGE MISSLC IMPACT WINDOWS 1.) (.7AZ0C: 5/,I(370 imam = r (1/5 A•44EALFf/O40 6YM/ vs' AAA S.) CPeasAIW»I5 AD s Orr a[SOV iAnvc •75 PSf - 75P5.7. 4.) ANC/MS: Wx. 4 2/4" now do. Coairx &[CM • s ) WX. I VI' ROW CACN CODER (.MYBS) 2 MINOR! e /PAM. 4 7/0111 .4OI 6417144 RA& SNOW A L SNOW AI HED .5 OU_ 15.000 WC 5611(),0 AT JAME12. 11300 e) 91121E4 RCUtxRlt,n: ,a ~ruts OCOUq[D 5) R0411rJ er ICS► REPORT: 671 -1454 ELEVATION 20 i y it ® IRA • � d . 1, 4:r71:.' • dal MIN t�EI® 1 V. ►. 612225 •1 612244 1 XI 1 i 1 2 1 4 2 4 Ont./LOCATION midspon of Immo sill O mid'. •n of Vent ter screws for onti -lift Ch ,. 1 • Gbii weep • eh screws Ct� when • • 2 Sree. Lot he l ent 1 l WS 17.5 from ends-vent mtg. roil if he' • t in > 42 4 from ends 4 from ends I O co. end of wen to • roil 2 • . R• er Hous. o N & mt O vent 'omb roil roil 1 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX AL AL UAIAX UAW ALUMAX ALUMAX AL UMAX H.P.G. N.P.C. ALL FASTEC VCNOOR M • FASTEN TEAM PLASTICS I n M '• NER t . ...I6• F. 71 WWNR/RE PC CAWING WASTER foot TER TOOL SCHLEGEL CORP. 00W AF -12230 4 7 AF -12239 AF -12240 - 532377 AF - 1 4• -247 612236 612237 EiLECIA 78564 EW 71096 ,7 riT 62899 OTHER Er TEA! PLASTICS VCN00R AF- -12225 EtroxEcm 70712 • F57826 -187 r2 O[SCRIPT10n 11 F5. mor mac JAMB Num. 6063 - W X 0 MEETING Alum 6063- © MEETING RAIL Num. 6063 -15 CI Si0 i t 6 _ ©IH !41.1 :: 1 Al u m. fJ- e WNOLO4D ADAPT f Alum. 6063 -T5 FLANGE FRAME' (17 FRAME SILL ?!�� Alum A4,m. 60631. 0 . 63 , . - -T3 TS 11 i ... ADAPTER Num. Num. Fri ] ,•: /:7 t7 mVega /:41 um. o EPll7��174 -.to. 70 J t Y5. 5.M 1:7 -. INTERIAYER NTI A-LIT CH4N Num. 6063 -T5 10 x 7.000 Ph. Fl. sus 17,1 1 6 r 1.000 PH. PAN SMS EF].f. P N hi mr: x P B x .500 PEAL. Fl SMS SWEEP LATCH WEEP BRASS HOUSING FLAP ERSTRIP 12 1/r mew CONO. .11%.46 .11%.46 rW .1.F� � • .� NG as X41 %'z /> 1- f E F1N::E.AL 11 tat-W.111 1 [iffifEll 6063 -751 • - 6063 -75 B VINYL &LAW 0.8. 7 /f11/9R /29/99 N. T.S. PGT.214.XX 7- &mom its OWING 1811 P1 saint •5a WIC••• CON el _ MVO..,. 0/5 0•574903. *in 7 -M10 -250 0 -251 _ I S S ,e nala g' r0 SEC IMPACT HORIZONTAL SLIDING WINDOW (XO) A•• P.O. BOX 1529 NOKOMIS, FL. 34274 RI "` 41 12 A ROUGH OPENING INTFRIOR ROUGH OPENING 2. 74 000 GLATING OPTION' V1671.350 W/LAMINATFD INTERLAYER HORI7ONTAL SECTION 2.784 INTERIOR EXTERIOB \ ROUGH OPENING .500 0r111710) a metrwc Inm n� SOWN M % ORM cat wt a+ .sa. at Wet or/tuttt OWitt[ UMW' 0.11 •O. ROUGH OPENING VERTICAL SECTION ._ .trod I r e IA w 110 I`" SECT. 2 • SECT. VIEWS - IMPACT HOR. SLIDER (XO) a_ 0. B. / 29/99 2X "1". P.O. BOX 1529 "s ' NOKOMIS, FL. 34274 B I 41 12 rA n ii TTP. SkL Arri^ro AS arrtrue rmr Tn[ SOWN /10 RIMING 00W m o.sce 3w :ox�e 0001 Meat a arict II" �� .LASStechnology ANCH. 3 .3 a. D,B. .2 -6...+64' TYPICAL HORIZONTAL ROLLER ANCHORAGE .. +` D. R. 1/29/99 (1/4 TAPCON /OR 112 PANHEAD) P.O. BOX 1529 N.T.S. NOKOABS, FL. 34274 B 41 12 /� l PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /61100 Job Address 56 7 AIE 6 /6 &iL Tax Folio Legal Description Historically Designated: Yes No Own / Tenant Owner's Address S c Contracting Co. ©W vier B>' rcl Signature of owner and/or Condo President Date APPROVED: Zoning Building Mechanical Plumbing Address Electrical Master Permit # Phone C30S) XG — 7' Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION rn s Tom. J 1 ce rn e I 1 4 rc A P f ec to r4. / fro o dO dd 3,5 z P e5 t, f'1 d ce.) d ceds 400 r3 D r. _1, ‘ ,. S � 04.) ► ovi a. 4►C he Cif rez v;v/ . /`tc�/i'1ir14 /rol , e , Gel/ // k re ni ved. � Square Ft. Estimated Cost (value) le 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. TOTAL DUE 61 oe Signature of Contractor o Owner -Buil . r Date A �� - / C) Notary as to Owner and/or Condo President Date - Notary as to Con tor or Owner - Builder Date My Commission Expires: My Commission Expires: _ _ _. . _ 0 "riCIUL CSOVARY SAL O1 P `'.9 S L?AFIGAF:TA C �ONTIEL 2 \Il P 'I 0 CO.7nIIS"ON NUN,BER l ,. r CC797277 �''c''I 6) .yt .4. sz ^.:Y c o ss'.0N EXP RES e o� F„`"^.. 17,2002 FEES: PERMIT o RADON C.C.F. J NOTARY i' ' BOND Structural Engineer Michael Byrd 567 \.E. 96th St. Miami Shores, FL 33138 (305) 762 -7906 O