Loading...
1999 SHUTTERSt Date Legal Description Historically Designated: Yes No ?<\ Owner/Lessee / Tenant 9 �, `�i� � �, � , 1vi.Q . Master Permit # 1 43/4 t i I Phone(D) 7," -- � 7 A � � 1�� eoc ss# - grs 7121 Owner's Address Contracting Co. Qualifier J 3V L State # 62 CO2 Q Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (circle on :: B ILDING ELECTRICAL PLU BING MECHANICAL ROOFING AVING FENCE SIGN 5 P WORK DESCRIPTIO s h Square Ft 4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address (0 Si W7 a ?, 7 5( 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certi 'i will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits ar . equired fo ECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. I certify that all the -. egoing information is accurate and that all work will be done in compliance with all applicable tion and zo rmore, I authorize the above -named contra tor to do the work stated. Notary My Co APPROVED: Zoning Mechanical ent 4 /g' S 5 wrier and/or Condo President ate Expires: JoAnn Pinna MY COMMISSION # CC498654 EXPIRES September 28,1999 BONDED THRU TROY FAIN INSURANCE, WIC. 8ocpev' t(t L/ o 1 l W ��i dCtrS ' SlOreFre4 TS FEES: PERMIT P RADON 6 �� 5 ate C.C.F. Tax Folio Competency # Address Address Address Estimated Cost (value) Signature of Co Notary as My Co Ins. Co. ae 10 . . I NOTARY or Owner- ilder actor or Owner - Builder xpires: JoAnn Pima MY COMMISSION # CC498654 EXPIRES _ September 28,1999 BONDED THIU TROY FAIN INSURANCE, INC. Electrical BOND 4 // ate D to TOTAL DUE J c( Plumbing Engineering t Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under number 96- 0304.1. This letter authorizes ANJ/ 6hilaren's village to use our .060 Aluminum panels under number 96- 0304.1 to be used at the following job: 651 NE 88 Terr, Miami Shores Sincerely, Victor V. Cruz President or Enrique Revilla Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels /Stainless Metalworks, 14475 N.W. 26th Avenue Opa Locka FL 33054 Your application for Product Approval of: .060" Aluminum, 3003 -H14 Alloy, Storm Panel Shutter 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 lvith .Drawing No. 95 -549, Sheets 1 t /rru 4 of 4, (for listin , 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 pate 3. i his approval shall not. be valid after the explrauon. date staled beiuw. The Office of Code Compliance reserves the right to secure this product or material anytime from ajobsite 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'ofsuch.prodlict 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- 0304.01 Expires:07 /11/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /11/96 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -15E3 (305) 375 -2901 FAX (305) 375 -29C8 INTERNET mdcc0l ®shadow.net PRODUCT CONTROL SEC (305) 375 -2902 FAX (305) 372 -6339 Raul Rod Suez Product Control Supervisor n tes anger. Director Building Code Compliance Dept. Metropolitan Dade County Florida Sto -m Panels, Inc. ACCEPTANCE NO.: 96-0104 01 APPROVED : JUL 1 1 1995 EXPIRES : JUL 1 1 1999 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a .060" aluminum, 3003 -H14 alloy , 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 No. 95 -549, Sheet 1 of 4. using .060" thick aluminum, alloy 3003 - 1-114. 2.2 Panels are rolled formed, have a nominal width of 12 -1/2" and a total full width of 14 -1/2 ", forrnin` 2" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, "H" headers, "U" header, 1 -1 /2 "x 1 -1 /2 "x 1/8" sill angle and 2" x 5 "x 1/8 ". 2" x 5 "x 1/4" built -out angles. 2.4 Tested snccimen: Dimensions: 4 panels 52" wide x l u l`` long overall. 4 specimens for windload 4 panels 52" wide x 67" long overall. I specimen for windload. . 4.panels..52 " x48" long overall. 1' specimen for windload • 4 panels 52" wide x 101" long overall. 4 specimens for impact and cyclic load 4 panels 52 "'wide x 104" long overall: 2 specimens for impact 'and cyclic Toad 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 7' -2" or 86 ", for wall mount with bottom sill continuous wood or aluminum tube ledger as shown on drawing No. 95 -549, Sheets 2 of 4. 3.2 "' Minimum separation to e Mass to protect shall he 3" with stitch bolts reinforcement as shown on Sheet 1 of 4. 2 -1/4" with reinforcing bar (Part 16) as shown on Sheet 1 of 4. 3.3 Maximum clearance between top of.panel and inside of header shall he: 1/4" 3.4 Special Requirement: Reinforcing bar, consisting of one 1" x 1" x 16 Ga. GaIv. Steel tube (Part 14) attached with 1/4 " - 20 x 3 -1/2" long SS bolts with wingnut assemblies spaced 12 -1/2 "" o.c at panel midspan overlaps: or one (1) row of 1/4 " -20 x 1" long SS stitch bolts reinforcement with wingnuts assemblies spaced 12 -1/2" o.c. at panel midspan overlaps. Panel overlap 5 less than 33" do not require midspan reinforcement bars and/or stitch bolts. O O rlufido Blanco, P.E.'2 Plans Examiner 11 Product. Control I)ivisic)n Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 030 APPROVED : QJUI. 1 1 1996 EXPIRES ; JU1. 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY): The panels are secured to an 'H' Wall Header (Parts 2 or 3) at the head and attached with 1/4%20 S.S. studs spaced 6-1/4" o.c. to a 1-1/2" x 1-1/2" x 1/8" aluminum angle at the sill (Part 7), both the header and sill angle are anchored to the wall, using the tension anchors as shown on Section A "Wall Mount Section "; or the panels are directly secured to the wall using approved tension anchors as shown on Sections F "Wall Mount Section (Direct Mount) ", as shown on Drawing No. 95 -549, Sheet 2 of 4 ; or panels attached at the head and sill to a continuous 'F' track (Part 9) with 1/4 " -20 x 1" S.S. studs spaced 6 -1/4" o.c. , the track is then secured to the wall using approved tension anchors as shown on Sections I "Wall Mount Derail ", as shown on Drawing No. 95 -549, Sheet 3 of 4 bearing the Dade County Product Control approval stamp. (B) (WOOD FRAiv1ED): The panels are secured to an 'H' Wall Header (Parts 2 or 3) at the he:id and attached with I-4 " -20 S.S. studs spaced 6 -1 4" c. to a 1- l x 1 -1 /2" x 1, aluminum angle di the gill d'art 7), both the header and sill angie are anchored to the wall, using the tension anchors as shown on Section D "Wall Mount Section "; or at the sill , panels are attached to a • continuous 2 N.6 PT wood.7edger or 1".x 4" x 1/8" or 2" x 4" x 1/8" aluminumn tube ledger plate with . 1/4" diameter S.S. lag screws spaced 1 o.c. and #14 SMS at. midway between lag screws, the ledger plate is then anchored to the wall with (2) - 1/4 " .diameter S.S.•.1ag screws spaced 24 ".o.c.. -: maximum, as shown on Sections E "Wall Mount Section (Bottom) ". as shown on .Drawing No. 95 -549, Sheet 2 of 4, or panels attached at the head and sill to a continuous 'F' track (Part 9) with l/4 " -20 x I" S.S. studs spaced 6 -1/4" o.c. , the track is then secured to the wall using approved tension anchors as shown on Sections 1 "Wall Mount Detail ". as shown on Drawing No. 95 -549. Sheet 3 of 4 bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling/Inside Mounts: (A) (CONCRETE /MASONRY): The panels are secured to an 'U' Header (Part 4) at the head and attached with 1/4%20 S.S.studs spaced 6-1/4" o.c. to a 1-1/2" x 1-1/2" x 1/8" aluminum angle at the sill (Part 7), both the header and sill angle are anchored to the wall, using approved tension anchors as shown on Section B "Ceiling/Inside Mount Section ", Drawing No. 95 -549, Sheet 2 of 4, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): The panels are secured to an 'U' Header (Part 4) at the head and attached with (3) g14 wood S.M.S. wood screws with minimum of 2" penetration or (3) wood brushings with 1" penetration at each rafter or truss .thru a 1"x 5 "x 1/8" continuous channel (Part 11) or 1 "x 4 "x 1/8" continuous aluminum tube; at the sill the panels are attached with 1/4" S.S. studs spaced 6 -1/4" o.c. to a 1 -1 /2 "x I -I /2 "x 1/8" aluminum sill angle (Part 7), the sill angle in tiler. anchored with approved tension anchors, as shown on Section G "So ' it ount Detail ", Sheet 3 of 4 , Drawing No. 95 -549, bearing the Dade County Product Con • I4 e al stamp. undo I3Ianco, P.E. - Plans Examiner 11 Prncilict 7i'-icinn Florida St orm Panels, Inc. ACCEPTANCE NO.: 96- 0304.01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.3 Built -Out Condition: (A) (CONCRETE /MASONRY/WOOD FRAMED): The panels are secured to an 'U' Header (Part 4) at the head, which is attached to built -out angles (Parts 5, 5A, 5B or 6), with 1/4 " -20 S.S bolts spaced 12" o.c., and a 1 -1 /2 "x 1 -1 /2 "x 1/8" aluminum studded angle (Part 7) at the sill, which is attached to built -out angles (Parts 5, 5A, 5B or 6), with 1/4 " -20 S.S. bolts spaced 12" o.c., both of the built -out angles are then anchored to the wall using approved tension anchors as shown on Section C "Built -Out Mount Section ", Sheet 2 of 4; or Section H "Alt. Build -Out Mount Section ", Sheet 3 of 4; Drawing No. 95 -549, bearing the Dade County Product Control approval starnp; or tht are secured to an 'H' Header (Parts 2 or 3) at the head, which is attached to built -out channel (Part 10), with 1/4 " -20 S.S bolts spaced 12" o.c., and a 1 -1 /2 "x 1 -1 /2 "x 1/8" aluminum scudded angle (Part 7) at the sill, which is attached to built -out channel (Part 10), .with 1/4 " -20 S.S. bolts spaced 12" o.c., both of the built -out channels are then anchored to the wall using approved tension anchors as shown on Section J "Built -Out Mount Section ", Sheet 4 of 4 , Drawing No. 95 -549, bearing the Dade County Product Control approval stamp. 4.1.4 Storm Panel Intcrnr Facteninw Panel are secured at sill using component angles d'art SA and 7). shown on Detail J "Storm Panel Interior Fastening (Isometric) ", Sheet 3 of 4, Drawing No. 95 -549. bearing the Dade County Product Control approval stamp: 4.1.5 Anv combination of the'aboVe, 4.2 : Anchorage of the shutters shall be to concrete, masonri •and/or wood framing and shall consist of • only the anchors specified on drawing No. 95 -549, Sheets 1 thru 4 of 4. 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. APPROVED EXPIRES ' JUL 1 1 19 95 H JUt 1 1 1999 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warninz Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. Orlando : ' co, P.E. - Plans Examiner 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection] Max. 3 " I..ARriF •.t!SSII.I: !'.IPAC1 TINT SFBC PA 201 -94 (Stitch Bolt Reinforcement) SATISFACTORY CTC -95 -036 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (Aluminum Bar Rcinfomement) SATISFACTORY CTC -95 -036 • Max. • 2 -1/47. - . • CYCLIC WIND PRESSURE TEST ' PA 203 -94 ' POSITIVE . (101" Span) +68:0 PSF • 'SFBC ''CTC- 95=036' +52.3 PSF CTC -95 -036 0 CYCLIC WIND,PRESSURE TEST • SFBC PA 203 -94 NEGATIVE (10I" Span) -98.8 PSF CTC -95 -036 -76.0 PSF CTC -95 -036 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (101" Span) +75.0 PSF CTC -95 -036 +50.0 PSF CTC -95 -036 @ Design 1.165 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (101" Span) -93.0 PSF CTC -95 -036 -62.0 PSF CTC -95 -036 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (67" Span) - 226.03 PSF CTC -95 -036 - 150.68 PSF CTC -95 -036 t,TIIFORM STATIC AIR PRESSURE TEST •iFBC PA 202 -94 NEGATIVE (48" Span) -442.0 PSF CTC -95 -036 - 294.67 PSF CTC -95 -036 DESIGN PRESSURE Ra.TING: See "STORM PANEL SCHEDULE "; Table 1, Sheet 4 of 4, Drawing No. 95 -549 , Florida Storm Pane15. Inc. ACCEPTANCE NO.: 96-(r0 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.13 Duplicate prints of approved drawings No. 95 -549, Sheets 1 thru 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed 7. TESTS PERFORMED TESTS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS REST /I,TS: APPROVED EXPIRES /. 1 Jl1L 1 1 1996 JUL 1 1 1999 �r ando Blanco, P.E. - Plans Examiner 11 Product Control Division Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 0304.01 APPROVED : 1 JUL 1 1 1996 EXPIRES JUL 1 1 1999 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test Impact Test Cyclic Wind Load Test prepared by Construction Testing Corporation, Report No. CTC -95 -036, dated November 14. 1995. signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -549, Florida Storm Panels, Inc. Storm Pane! , Sheets 1 thru 4 of 4 prepare by Knezevich & Associates Inc., dated 01/04/96, Revision No. 2, dated 06/06/96, signed and seale. by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Reports issued by MSC Metals, dated 09/29/95. 8.3.2 Certified Tensile Test Report issued by QC Metallurgical. Inc., QCM Job No. 5KM -26:6. dated November 15..1995. siened and sealed by James Reese. P E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 12 /i 8/95. prepared by Knezevich & . Associates Inc., signed and sealed by V.J. Knezevich, P.E. Orlando lanco, P.E. - Plans Examiner II Product Control Division glarida Storm °an.!Is. Inc ACCEPTANCE NO.: Qh -0704 nl 7 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 documents, including test supporting data, engineering documents, are no older than eight (3) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the•followir.- statement: "Dade County Product Control Approval ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the produc: 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. 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 tiling of a revision application with appropriate fee) and granted by this office. Any a( me 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. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of is displayed, then it shall be done in its entirera. 7. A copy of this Acceptance as we!l 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. 3. 'Failure to comply with any section of this Acceptance shall be cause for termination and removal of 9. This Acceptance contains pages I, 2, 2(a) through 2(d) and this last page 3. .' 1 1 1996 .' JUL 1 1 1999 Items 10, 11 & 12 listed below nnjy apply to ("lazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. Tne first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which s'tall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. I?. Hardware for all windows and doors shall conform to Security and Forced Entry Preven on, • apter 36 of the South Florida Building Code. Orla P.E. - Plans Examiner 11 Product Control Division END OF THIS ACCErTANCE ANCHOR NOTES 1. MINRKUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL. FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD PRAIMING. FASTENER SMALL SE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INOICATED ABOVE. . REQUIRED FOR DIRECT MOUNT GO 6 -1/4 OR 12 -1/2" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. EXISTING STRUCTURE 0LA55 OR 0008 TENSION FASTENER ISEE ANCHOR SCHEDULE/ TYP. TOP S. BOTTOM CXISTNO STRUCTURE -� -0 CONT. , TOP L BOTTOM SA T SEE MM. SEPARATION OM M MASS S06DIAE ISM 3 OF CI I � rl v f/4._20 MACMPCE BOLT L NOT On 0.0 TYP. TOP L BOTTOM W' 0 CONT. OPTIONAL LEG DIRECTION `1/4-20 MAC■1Q BOLT C r_ L WIHGNUT o 12 -1/2 0.C. 0 BUILD -CUT MOUNT SECTION K SCALE . 3 . 1' -0" N I v •I i ( V.J. KNEZEVICM 11 PROFESSCWAC FI. Llc.rr.d No. 0E 0 .asap• er van. 95 -549 .n..r - .r A 1 ANCHOR SCHEDULE LOADS (INCHES) TENS SMEAR FASTENER om , SPACING REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (1N1 2" EDGE DISTANCE 3" EDGE DISTANCE SPAN (L) FT SPAN (L) FT 3 MAX. 5' -3" MAX. 8' -5 MAX. 3 MAX. 5' -3 MAX. 8•-5" MAX. CONCRETE 1 / - m RA WI. NAIL -IN W/ 1 -3/e" MIN. EMBEDMENT 62 PSF MAX. 12.5 12.5 12.5 12.5 9 12 12.5 17.9 1 2.5 72.5 71 12.5 82 PSF MAX. 1 2.5 z t_.5 7 12.5 :22 ���iii 7 / 72.5 / 9 72.5 12.5 12.5 8 72 5 �.�7 �tl 230 PSF max. 6 7 4 5 / _ 7 10 C 7 /4 RAWL L 13 / N L i /L -20 SIDEWALK BOLT (3 /4 HEAD) W/ 7/8 MIN EMBEDMENT a 62 PSF Max. 12 i 2.$ 12 t'.5 12� 1 2/ 70 72.5 12.5 12.5 // 1 .$ 12.5 82 PSF MAX. 12� 12.5 72.5 72.5 12.5 1 7 . 125 12.$ 72� 72.5 230 PSF M 1 9 L 72.5 725 11 e 7 5 1 /L"m IT W TAPCON W/ -712" MIN. EMBEDMENT SF 62 nnPx. 71 71 11 11 11 11 11 tl 21 11 1;2_,------- 1 tt 92 PSF MAX 11 71 It 9 17 �� 71 11 11 230 PSF HA X. 5 / G 3 3 8 tt 5 8 1 /L"m ELCO "HANGERMATE" W/ 1 -1/2" MIN. EMBEDMENT 5® 62 PSF MAX. 11 t 1 11 11 11 11 11 11 11 1 , 11 11 82 PSF MAX 11 11 11 11 8 11 9 1 11 9 11 t; 230 PSF I MAX. c - 5 2,.---- 3 8 11 5 8 13 5 >0010 MOl"ION 1 /L'm RAWL NAIL -IN W/ 1 -3/9' MIN. EMBEDMENT 62 PSF nAX. :2� 9 tA.- 12.5 12.5 10 12.5 10 1'.5 - / 12.6 92 PSF MA X. 10 12.5 2.5 :;.---------I----3 72 12.5 8 12./5 11 1 - -J -� 230 PSF ',AK. / //• / / o _ 9 I //' / L / o i /L RA'wL CALK -IN L 1/L -20 SIDEWALK BOLT 13 /L MEAD) w/ 1/8 MIN. EMBEDMENT M 62 PSF MAX. 125 12.5 12.5 12 12.5 A - 7 t2.5 10 i7 s 12.5 82 PSF MAX. 5 9 72. 12.5 6 2.5 72.5 '•2 7 72.5 71 A3p PSr MAX. // C / / 6 9 L 6 1 /L ^m ITW TAPCON W/ -1/2 "' MIN. EMBEDMENT 62 PSF 1 10 1 MAX. I/ 6 _;12...-------:----I 1 11 11 7 11 ' 82 PSF MAX. : 1 11 7 70 F. 6 11 t1 8 11 5 9 o PSF L, -'-;" --' - 23 MAx. _ T 3 1 /L "m ELC❑ "HANG ERMATE" W/ 1 -1/2 MIN. EMBEDMENT 62 PSF 1 11 10 11 .MAX. > ------ r3 1:_,!------1 1 11 i1 r 11 82 PSF 7; 7 10 MAX. 4 6 11 7l 8 i1 5 9 - 230 PSF 5 3 MAX. _ 7 3 [ 3 000M 1 /4"m W000 LAG W/ i -1/2' MIN. EMBEDMENT 62 05F 12.5 12.5 12.5 12.5 MAX. 1 1 2.5 10 i2.5 12.5 12.5 1 10 82 a5P M. A X. ;2��' "® 1 ' ®' 6.25 230 PSF MAX 5/16 "9 BRASS W000 BUSHING L 1/4 -20 SIDEWALK BOLT 13/4"0 MEAD) W/ 1" mot EMBEDMENT W O 62 PSF 1211 MAX. 8 AXF 230 PSF "� MAX. 4 ANCHOR NOTES 1. MINRKUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL. FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD PRAIMING. FASTENER SMALL SE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INOICATED ABOVE. . REQUIRED FOR DIRECT MOUNT GO 6 -1/4 OR 12 -1/2" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. EXISTING STRUCTURE 0LA55 OR 0008 TENSION FASTENER ISEE ANCHOR SCHEDULE/ TYP. TOP S. BOTTOM CXISTNO STRUCTURE -� -0 CONT. , TOP L BOTTOM SA T SEE MM. SEPARATION OM M MASS S06DIAE ISM 3 OF CI I � rl v f/4._20 MACMPCE BOLT L NOT On 0.0 TYP. TOP L BOTTOM W' 0 CONT. OPTIONAL LEG DIRECTION `1/4-20 MAC■1Q BOLT C r_ L WIHGNUT o 12 -1/2 0.C. 0 BUILD -CUT MOUNT SECTION K SCALE . 3 . 1' -0" N I v •I i ( V.J. KNEZEVICM 11 PROFESSCWAC FI. Llc.rr.d No. 0E 0 .asap• er van. 95 -549 .n..r - .r A 1 STORM PANEL SCHEDULE - MEGATR/E Demo. L040 POR ',pp /OGLE Oat*JT TOO L OOTTon P00 ALL 00u071103 CDMOITIOM3 10S191 1417 -1.1 1417 -IMO L0.6 9 - 0 • - 0 S0.0 •_2 0 -2 70.21 7 - 00.6 T -3 T -3 00.6 ` • -m a - m 106.0 • - • 6 -2 7100 -2 x - 120.0 S - n a - _ 7 30.0 S - e • •0,0 S - 6 4 - S •30.0 S -3 0• -Y 100.0 s - 1 J - 10 70.0 L _ n 3 -T 706.0 •_ m 3 -3 S• 2 - v• 1 ] 1 - 3 /0 200.0 L -T 3 210.0 • - S x - n 220.0 I -A 2 - + 230.0 A - l 2 - B MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE; DCSON LDAOl01 IASI) ACTUAL SOUTTLY 3PAM W 1PT - IMI n Oe iMS l0' OR 6iii0C ONCNESI n lwl u SCPAPA TIO P w15TALLATONi N GA :OO V E CRACK IINCHESI r /0 t 3 1 - 1/2 7•�' 2 -00 1 l 1 -3/4. 0• -Y 2 -3/Y I 3 2 -3 /e 60.0 3'-• 2 -1 /1; I l 1 -1 /4 S• 2 - v• 1 ] 1 - 3 /0 6' -0 2 -1 /0 I 3 I 1_6/0 7'-0 2 -7/e I 3 I 1 -7/0 e• -� 3-S /0 1 ] 7-3 /0 70.0 L -6• 2 -1 /0 I 7 _1 /9. ve 0 3 1 -5/e x -ve 1 3 ( v GL•05 OR 00091 EXISTING STRUCTURE GLASS OR DOOR v\ \\ 5 V.- 5x9571013 0 1, STRUCTURE l I r 6 CONT. TOP OoTTom I I 5 p1M I - DRRECTLON 1 • '1 0 � 8 j ITTRI 5 E.Z r , Ex15•IN0 STRUCTURE - T SCALE • - 1• -0 101. SEPARA Tom 70031074 P•STCNER (SEC 0011000 SCNCDYLEI 1 1/4 -20 0x[0041 50, 0 0I001•UT p T2-1/2 O.C. 7003077 PASTENCP (500 •NC000 SCn0DULE1 TMaa 1/3.•• 0000 SOletwS r/ 7. mitt. 01050000141 OR TNpEE 00000 91051•0005 Ldr . TAUS 0a00_AEMT (TYP •T EA0• .051. TRYSS O0 RAPTORI - •-- T • S OO RA T, OR RAPTZp CONT. v A -r NA0c0 BaT L 0041 O o 0.C. SOFFIT MOUNT DETAIL - 0000 20CK0V0 fO ALT. BUILD —OUT MOUNT SECTION 'I SCALE : 3 - 0000 JOIST 1-20 0•CIRINE BOLT Z MJT p 1r• 0.C. (7TA TOP L 21077001 v4• MAX. © — � ANGLE MAY SCALE : 3 - 1' - // 4-30 S.S. DOLTS O >* 0.1. v/ MOJGMUTS ITTPI CORNER DETAIL 00 01C Y VAR, - T 0 S 1 /91-26 Z.S. ODLT5 p C 0.C. 0l 010014ITS 1TTP1 ♦- = A • .092 COOT 3Tea - W 6003 -70 ALI!•1W ALLOT OP. I GAGE GALV. STEEL MOLE 13 -1 /T EO •-■•L- I I A 1 1/4_20 STUD • b INTERIOR FASTENING ANGLE ASSEMBLY i 2 1 go. ]/0-0 00 0041 F •STE00=G 1 E FAMEL Al " 1/9.-20 STUD mu NUT - e RAwI DR CALK -1M A STU s 7-1 /2^ -, I L � 0/ T /6 MIM. EMBED. IN CONC. AL. STUD ANOL! CO S D.C. R• STEEL �{�� / oeoR_w v/ r RET EMBED. IN CONCRETE - a 0 • C • INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : 1 -1/2 • 1'_0 RUMOR 001.11 N •DJ *CENT PANELS TO RECEIVE , N95 BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN VINDNUTS PRO1 THE 1050E O ALT. CORNER DETAIL OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) J SCALE 3 - C 0 ;1 J 21 . <NEZEV1CN � PROPESSOIG f791202EA I I 3 LlO.ns/ e• 0010903/ F.^.01 GLASS SO®ILL GLASS OR 0007 5 1 SEE NEL SEPARATES. CLASS OR 0000 CONT. EXISTING STRUCTURE ANGLE TD WALL DETAIL / -- TENSION FASTENER / (SEE ANCHOR SCHEDULE) .. /) 770 700 007TOn 5 �� V F SCALE . 3" I SL• NX SENA 1APOI MON GLASS SOSS A2 — r ) 5 \SIC i1 ) V � QCONT. 4000 FR•NKN0 ANGLE TO WALL DETAIL — exISTWD STRUCTURE TENSION FASTENER IEEE ANCHOR SCHEDULE) TYP TOOL BOTTOM — 4000 FRAn)NG PANEL TO ANGLE DETAIL WALL MOUNT SECTION PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE :3' • T_0" V4-20 MACHINE SOLT L 4W3NU7 O :2_1 /Y C.C. CLASS OR 0000 SEC MIL Sm.RAT01 FR01 CLASS SCK01A1 — r SCALE • 3 • 1' -0" QCO f • 4" . .CS" OP t • .72S AL. TUBE OR Y • L OD 2 • 6 P.T. MOOD BLOCKING • THIS DETAIL MAY 00 USES AT TOP OR BOTTOM OF PANELS. 0070: 05E OF THIS DETAIL IS LJMIT£D TO F 72 PSF. WALL MOUNT SECTION (BOTTOM) © CEILING /INSIDE MOUNT SECTION SCALE . 3 • i' -0 CLASS • OR DOOR -- FOR 1.1000 0100cING use ( /1.0 S.S. LAO 20001* r/ (/Y PENETRATION 0,0 0000 5000010O 0 W 0.E. FOR AL1RL TUBES USE (/S • u LAO SCREW w/ 1_I/7 FE)Q'TRA SION RITZ CENTER OF STUDS LOCATED 2A N.C. NAX. L ONE •u SNO: A MIDWAY S. U0B. Two -v6 S.& U0 52 O 20 O.C. MAX W/ 1.3 /L- pENETRAT•0 W CENTER OF STUDS 5 =NM SEPARATION RION CATS SENEDtM1E 1.1 SCALE : 3" . 1' -0- g a WOOD BLJ5Mw0 W/ /0 -20 SIDEWALK BOLT (3 /4 NEA0) F A-1 /L 0.0. OR 12 -1/2' 0.C. 00 NOT USE wr1ERE SC0EDULC CX6TwA S0ACR•O R LESS THAN 6_I/r. (SEE ANCHOR SCNEOULE FOR STRUCTURE FASTENER SPECS L SPACING) 5070. CONNECTIONS CAN St USED AT EITHER TOP OR 007700. O WALL MOUNT SECTION (DIRECT MOUNT) — TENSION FASTENER ISLE ANCHOR 505EDu00) - YP TOP L COTTON RAWL CAL% •IN OR 00.00 - `1AN0ERMATE - / MOUNT FASTENERS 4/ KEYHOLE WASHER 12 R SIDEWALK 50172 P 6 -1 /L t ! 0.0. OR ¶2 •1 /: 0 .0. 00 MO7 USE 4MERE EXISTING STRUCTURE F / SCHEDULE SPACING IS LESS THAN 6-1/L —� (SEE ANCHOR 5000001E FOR FASTENER $ SPECS t SPACING) • S100 CLOSURE REG'S. (5EE PLAN 0IE4) © BUILD -OUT MOUNT SECTION SCALE .' • l i� 2I I I ) I I KNEZIEvICM PIPORILTiN PE 0• +3 AAR 1 (•AI• �w..Pn�JR I VLAse •n••■ 2 PI 2 N y 10 o 2 o 0— : E F M LL • 3 Y -. ZD R ^ J O < . 0! p - c C t 1 I RAAN0,..ifor•Nn 00 / PT I i ■SS -549 _x093' 77*. e I A' S.S. STUD 0I "�• ql 13 -1 /r O.C. I '.so -1 STUDDED ANGLE SCALE 3 • 1• -0' 00 1 N - 05 - T0 i O WINGNL'T SCALE M•LF SIZE 1 5 00 5 00' 1.30' 51010 UNLIMITED (PERO TO PANEL 50.0) SECTION .- 01 L L O TYPICAL ELEVATION FOR OS TIONS BELOW 30• ABOVE GRADE v/ PANELS SPANS OF 96 v/ SEPARATION FROM GLASS OF 2 -1/1 OR MORE OUT LESS PANELS MaY SPAN VERTICALLY AS 300'0 NOR MOR120NT ALL Y. TENSION 3157£6£3 04 24' O.C. SEE •07003 5[5100011 FOR ANY ACCEPT HELL ANC00R -3 EXISTING p0000[ MARKING .R00007 MARKING LOCATION 7 1 1.50 I •- 1230' COVERAGE 11,50' O STORM PANEL SCALE 3 • 7 -0" 2_750" SCALE : HALF 512E TOP MOUNT. PLAN VIE. :- TUBE 5 465. ENE 7SI ISLE PLAN VIE. NOTE 3) 3007071 4501.314T. 07,104.03 FASTENERS TYP. (SEE NOTE • 01 C007100400. 107•710•1 e GAGE I GALV 57RL 0000£ 1 + De j LAB^ OP7,0NA/. LEG DIRECTION STANDARD CHANNEL 5 16 GAGE GALS STEEL GLE CLOSURE PIECE. I" • MM. TO r = 5 - MAX. £x,50010 S TRUCTURE - . 2.000 1 .1 0e 2 WESEt tTSO' 1 � -- 2 000' "h" HEADER "h" HEADER SCALE : E • r -0 O SCALE : 3' • 1/_0 5.00' 1 10 GAGE GALV. TELL I GRACE OPTIONAL LE - N DIRECTION 0 SOFFIT CHANNEL SCALE: n*LF 5151 WIIDTN UNLIMITE0 IPERP TO PANEL SP•M) SEC "'ONP - L TYP CAL ELEVATION POP ALL IMS74LL4TIONS SEE TABLE 2. PAGE 3 OF 1. FOR REDLINED SEPARATION FROM GLASS. 11.0* PLAN VIEW SCALE. 1 -7,r • 1' -0' I 1.75 CLOSU'.E TOP .MOUNT SCALE : 3 • 7-0 SIDE MDUN7 F ASTENERS MCI: LAN VIEW L 6070 01 907700 MOUNT I �I I i O "U" HEADER SCALE . 3 • 1• -0 11/32 "0 930 • • Mw 00S 5 /1 SEE 073004 060EL SCMEDLLE FOR MAX. SPAN I IVERTICAL OP 00R120NT AL) T HORIZONTAL INSTALLATION r TUG! • • p to STEEL * 7 816 0A S SEE NOTE 0 S TYPICAL EL-vA ION. t -3 /L' OvERI•P1 9 20 GAGE GALV. STEEL GLE CLOSURE PIECE 1' z 2 171N. TO 1 -3 /L' • 7 040. • 101 000NT ••- :S j 0003 -71 ALUMINUM 10157160 STRUCTURE 5' MAx. ANGLE SCALE 3' • 7-0 00 GAGE ° GAL STEEL 2'. r. OR 5 - 125' 11 0003 -16 ALUMINUM l S . MAx. ANGLE SCALE : 3' • 7 -0 3I TYO 1.50 O ANGLE O ANGLE SCALE 1• 3 • -0' SCALE . 3 • T -0' (1FM7A5. 4111.S: L 056 SHUTTER 575010 6 1£506[6 w ACC000A67L 2611,' T00 SOUTH 010000 OU30N6 CODE, 394 EDITION. AMC THE 1004. 3000000 COUNTY 00I7I70. 2 POSITBR A00 6064 TIRE DESIGN 01035410E CALCULATI016 SMALL 01 PERFORMO W AC:OROANC£ *ITN *SC 7-0 03000 DESIGN L0AO5 FOR wPL15Os ARO OTMCR sTRUCTURES TABLES SMALL BC MICR/ACED A7 APPROPRI•TE 2E5164 10005. s 57000 0AMELS SMALL 0E 3003.016 41P001P5 ALLOY. ROW' TIOCX. '0110 A w4. Fy. IOEFORE 00119041 Of 21 KL, ALUMNI-01 EXTRUSOMS LOLL 51 0063 -76. POP. PR0011C7 MARKINGS SMALL SE *1770( C Of ONE ENO Of ,11E 0•MEL 7,116 • •1N Of O.E MARKING PER PANEL APO SMALL BE LABELED AS FOLLOWS, KEYHOLE WASHER •LORRIA STOR. Rn.r_S. NC. SCALE . HALF 5...E DACE CORNY Po' -'DUE _:67001 •POPOVER 5. ALL BOLTS AND 3A50ER5 50411 EE GALVAM12EL7 OR STALKLESS STEEL NITH A !SMN{p! Fy • 33 KSI, 6. MATERIAL SPCarKATONS NOTED MEREN ARE THE 11AF11I007U210 P1'RE3ENTATION OF .MATERIALS USED w PRODUCT TLS7040. 7. TOP L 000'071 DETAILS SMO0N 007 65 RITER7MANGC0 AS 04LD CONO1T1005 OK7A 7E. PANELS MAY BE 7OUNTEO NOOISONTAIL7 *MERE *334.10313. ♦ PANELS 0771.1204 A SrCL TUBE SMALL SE FASTENED AT OVERLAPS AT M05P•M TD • r . 1 . K DACE 577* 7110E USNG •1/1_20 = 3 -1/7' 00173 0/ 05 CAS: •LO0NUN I151QMD w*MGNVTS OR IACKNUTS. MCC TYOKAL ELEV• TONf0*1. PANELS NOT UTa1L1M0 STEEL TUBE SMALL 50 FASTENED • 0050.6 v/ 01_20 • • BOLTS 7 CAST *1010420 •ASMESE 1604NUTS OR IACKtsITS ISE! 773 ELEVATO•677*01 FOR PANEL 5PAN3 LESS ThAM 33' OVERLAP FASTENERS 1 TUBE ARC MOT REOLR ED. 1. THE DETAILS ANO SPECPICA PEPS 50110/6 PIERER. REPRESENT THE PRODUCTS 7E57E0 FOR 1100[0. 71041 AND 1P4100R71 STATIC AM PRESSURE C CO0FOR1•.MCE 0T7M DACE COUNTY PROTOCOLS PA 701202. 0110 DO3 0. AT 10457 OK WARNING NOTE PER OP11•N0 SMALL 51 PL4CS3 M • CONSPICUOUS LOCATION ON ANT OR 011E COro0NENTS OF STORM PANEL SYSTEM AOV60G THE NOSE Ov1ER OR TENANT THAT 715E STORM PANELS vs, NOT OFFER 0URPK*NE 045077 TLM UNLESS ALL 000400RC1G BOLTS ARE PROPERL1 NSTALLED 11 OESKN 0.510 ON CONSTRUCTION TESTING CORP. LAO REPORT 0 55 -054. 50£00 FASTENER 04 24.' O.E. SEE •0760, 5(0410 LE FOR ANY ACCEPT.13LE PNCNOR -I EM • 1 1 0 1 1 > 1 41 1 !II I I I ! v.: . KNE_EVICM PROfESSGNAL / / M� Fl. LN ,• Me. PE 0. .101 I I 199 WANE. ar•_M • MOM] [ 00 I 0.•:Oe .iKIMO.. ••P MO we. 95 -549 . • GOPI GLASS SALES & SERVICE CO R ARCH WINDOWS • ALUMINUM STORE FRONTS ° 000I -to • HARDWARE C�7 rei-a—T1 Tr 7450 N.W. 41 STREET, MIAMI, FLORIDA 33166 STORE FRONT PRODUCT APPROV LS TO WHOM IT MAY CONCERN_ THIS LETTER AUTHORIZES: TO USE OUR SERIES 4000 COVERED BY APPROVAL NO. 97- 020502 TO USE OUR SERIES 4500 COVERED BY APPROVAL NO. 97- 101508 TO BE USED ON THE ALPHA GLASS ( MIAMI ) & 651 N.E. 88th TERRACE IN MIAMI SHORES, FL. COMPANY SEAL n e THE PURCHASER ACKNOWLEDGES THAT THE MATERIALS BEING PURCHASED ARE BEING USED AND INCORPORATED IN THE AFOREMENTIONED CONSTRUCTION PROJECT. SELLER IS NOT RESPONSIBLE FOR MATERIALS BOUGHT FROM OTHER SOURCES OR MANUFACTURERS. Telephone: (305) 592 -2089 591 -2234 FAX (305) 477 -8992 FOLLOWING JOB: ( 2 ) JOBS 650 N.E. 88th TERRACE IN MIAMI SHORES, FL. CUSTOMER SIGNATURE GOPI GLASS SALES & S CORP. REQUIRED NierRo oADE PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375-2908 Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami FL 33166 Your application for Product Approval of: Aluminum Outswing Narrow Stile Storefront Doors under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant. (For listing, see section 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 Codc 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 o mrial the should any ammendments to the South Florida Building immediately. h applicant shall re- evaluate this product be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0821.01 (Revises No.: 94- 1011.03) Expires:08 /31/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 09 /17/98 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rod'figuez Product Control Supervisor 1 ' s anger, Director Building Codc Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Gopi Glass Sales & Services Co. 2 ACCEPTANCE No.: 98- 0821.01 APPROVED : SFP 1 7 1998 EXPIRES : August 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This renews the Notice of Acceptance No. 94- 1011.03 which was issued on January 17, 1995. It approves an Aluminum Outswing Narrow Stile Storefront Door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in Section 7 of this Notice of Acceptance. 1.2 Model Designation Aluminum Outswing Narrow Stile Storefront Doors 1.3 Overall Size 75 -1/4" wide by 85 -3/4" high 4': deep 1.4 Configuration XX 1.5 No. & Size of Vents Two; each, 36" by 83 -1/4" high. 2. MATERIAL CHARACTERISTICS 2.1 Glazing 2.1.1 Glazing Material 3/16" tempered glass. 2.1.2 Glazing Method Interior glazed using an extruded aluminum snap -in glazing bead, with a vinyl bulb between glass and glazing bead. 2.1.3 Daylight Opening 33- 11/32" wide by 75- 5/16" high 2.2 Weatherstripping Single pile with integral plastic fin in frame head, each frame jamb and active panel lock stile. Single vinyl flap at each panel bottom rail on metallic bug sweep. 2.3 Operators & Location One metallic throw bolt lock at panel lock stile, 48 -1/2" from bottom, key operated on the exterior and interior. One 9" long extruded aluminum pull handle on the exterior of each panel, 39" from the bottom. One horizontal bar on the interior of each panel, 42" from the bottom. One pivot hinge at each end of each panel jamb stile. One applied metallic slide lock at top and bottom of active panel lock stile on the interior, secured with four No. 6 by 5/8" sheet metal screws. One manually operated concealed throw bolt at top and bottom of in- active panel lock stile. 2.4 Wecpholes None 2.5 Muntins None. 2.6 Reinforcement One aluminum extruded channel, approximately 1 - -1/2" by 1 -3/8" by 1- 1/2" by 1/4" thick by 76 -1/2 11 long inside in- active panel lock stile, secured to stile using fourteen No. 10 by 3/4" self taping screws. //i Manuel 'erez, P. Product Product "ontrol Division rol Examiner • Gopi Glass Sales & Services Co. ACCEPTANCE No.: 98- 0821.01 APPROVED SEP 1 7 198 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS .2.7 Corner Construction Butt corners: frame head corners secured with two No. 8 by 3/4" screws; frame sill corners secured with eight No. 8 by 3/4" self tapping screws into one un -equal leg aluminum angle at each . lower corner. 2.8 Additional Description Equal leg type frame. Unit tested using a flat aluminum threshold. One applied bug sweep with a vinyl flap at each panel bottom rail, secured to bottom rail with No. 8 by.3 /4" sheet metal screws. Unit tested in 2 X 6 pressure treated wood test buck and installed with No. 14 by 1- 1/2" screws in frame head, sill and each frame jamb. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown on page 2d. 3.2 Units with dimensions smaller than those shown on page 2d shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted thru comparative analysis approved by this department. 3.3 Note: This door is not approved for direct exposure to the weather. An overhang or canopy extending out at least the full height of the door is required over this door. EXPIRES : Auaust 31, 1999 4. INSTALLATION: 4.1 Screws and Method of Attachment SILL : #14 x 2" SMS located 6" from corners and 13" apart. HEADER : #14 x 2" SMS located 6" from corners and 21" apart. JAMBS : #14 x 2" SMS located 6" from corners and 14 -3/4" apart. Note: Please see note #11, Page 3 4.2 Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" long fasteners or equivalent. 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 5. IDENTIFICATION 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 ". 5.2 The tests were performed according to PA 202 -94 and SFBC 3603.2(b)(5). -2a- Manuel erez, P.F. Product ? • t rol Examiner Produc '•ntrol Division Gopi Glass Sales & Services Co. -2b- ACCEPTANCE No.: 98- 0821.01 APPROVED SEP 1 7 1998 EXPIRES : Auzust 31, 1999 NOTICE OF ACCEPTANCE: • SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 Not The installation of this unit will require a hurricane protective system. Manuel P rez, P.F. Product Con Product •ntrol Division xaminer /. 1J. 1U L L'LPL' 'au.auai TEST TEST LOAD DESIGN LOAD UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +62.0 PSF +41.33 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -82.0 PSF -54.67 PSF WATER RESISTANCE (PSF) ASTM E547/E331 NOT TESTED NOT TESTED AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <1.25 CFM/FT 0.78 CFM/FT' FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b)(5) MTL -16064 Design Pressure Rating (Positive) +41.33 PSF Design Pressure Rating (Negative) -54.67 PSF • Gopi Glass Sales & Services Co. ACCEPTANCE No.: 98- 0821.01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per ASTM E 283 -91 and PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per ASTM E 330 -90 and PA 202 -94 3) Forced Entry Resistance, per SFBC 3603.2 (b)(5) along with installation diagram of a narrow stile out -swing door prepared by Miami Testing Laboratory report No. MTL - 16064 dated August 26, 1994 signed and sealed by Ernest E. Mitchell, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. - 2c - APPROVED SEP 1 7 1998 EXPIRES : August 31, 1.999 Manuel P rez, P.E. Product Cont .xamincr Product ontrol Division Gopi Glass Sales & Services Co. ACCEPTANCE No.: 98- 0821.01 . SEP 1 7 1998 84" - 2d - APPROVED EXPIRES : August 31, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: None. • 10. TYPICAL ELEVATION : 35.75" 39.75" I .. '.� . d. ... --- . Examiner Manue 'ere , P.E. Product Co ro Produc ontrol Division GOPI Class Sales & Services, Inc. ACCEPTANCE No.: 98- 0821.01 APPROVED : SEP 1 7 1998 EXPIRES August 31, 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 documentation, including test supporting data, engineering documents, are no older than eight (8) 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the years. following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with'the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. Items 10, 11 & 12 listed below only apply to Glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24 ". on center. The first fastcncr shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Man 1 P rcz, Product Cont l amincr Product Control Division Ori ATP METRO -DADE t "t k.. A •t� BUILDING CODE COMPLIANCE OFFICE ' METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375 -290 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 375 -290 1 Gopi Ghtss.Sales & Services Corp. 7450 NW 41 Street Miami FL 33166 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series 4500 Aluminum Flush Glazed Storefront System • 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. 97 -38, Sheets 1 t/rru 4 of 4. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance.oflice to be used in Dade County, Florida under the specific conditions set forth on pages 2 ct. seq. and the Standard Conditions on page 3. ance This approval shall not be valid after the expiration date stated below. The Office t cant C Coo plant for reserves the right to secure this product or material at anytime from a ' quality control testing. If this product or material fails to perform in thc approved manne al r, the Code The. • Compliance Office may revoke, modify, or suspend the use of such p roduct or applicant shall re- evaluate this product or material should any ammendments to e South Florida o B Build Code be enacted affecting this product or material The Building Code Compliance s the right to revoke this approval, if it is determined by the Building Code Compliance O h e cxp en of product or material fails to meet the requirements of the South Florida Building such testing will be incurred by the manufacturer. Acceptance No.: 97-1015.08 Expires:12 /04/ THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Committee Do be County in Building Code Compliance Department and approved by the Building Code County, Florida under the conditions set forth above. Approved: 12 /04/97 Raul Rodl Product Control Supervisor GS V anger, Director BUildingCode Compliance Dept._ Metropolitan Dade County r...• h,,iIriinnrnfieoniine.Com ti Gopi Glass Sales & Service Corp. ACCEPTANCE No.: . 97- 1015.08 APPROVED : DEC 0 4 1097 EXPIRES : 9EC 0 R 7000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum flush glazed storefront system designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 4500 Aluminum Flush Glazed Storefront System. 1 -3/4" x 4 -1/2" 1.3 Overall Size (Tested Unit): 11' 11"-(143") wide by 9' 0" (.108 ") high x 4 -1/2" deep 1.4 Configuration: 000 1.5 No. & Size of Panels: Three fixed panels: 47 -1/8" wide by 108" high. Two full lite panels, and the other panel with a horizontal mullion at mid -span. 2. MATERIAL CHARACTERISTICS 2.1 Frame Material: Aluminum alloy 6063 -T5. 2.2 Gla"ziIi 2.2.1 Glazing Material: 1/4" tempered glass. 2.2.2 Glazing Method: Exterior flush glazed using three leaf Y2 V- Shaped neoprene gasket into glazing pocket and.a snap -in aluminum glazing bead (Part it GPI -5504) on exterior side of glass with silicone on top of exterior gasket. Glass bite dimension is 5/16 ". 2.2.3 Daylight Opening Size: Full lite panels: 45 -3/8" wide x 104 -5/8" high. 2.3 Frame Construction: 2.3.1 Head: Consists of a 1 -3/4" face x 4 -1/2 "deep x 0.078 "/0.90" wall thickness extruded alum open back tube (Part it GPI -5502) with a 0.626" wide x 0.703'; deep glazing pocket, two screw splines and a receptor for a flat filler. Also, a mating aluminum snap -in flat fillcr.(Part it GPI - 2.3.2 Intermediate Horizontal Mullion: Consists of a 1 -3/4" face x 4 -1/2" deep x 0.078" wall 5009). thickness extruded aluminum open back tube. (Part #GPI - 5.503) with two screw splines, a receptor for a flat filler, and a receptor for a glass stop. A pocket filler (Part # GPI -5008) with a 0.626" wide x 0.703" deep glazing pocket. Finally, a mating aluminum snap -in glass stop (Part it GPI - 2.3.3 Jambs: Consists of a 1 -3/4" face x 4, -1 /2" deep x 0.078 "/0.090" wall thickness extrude 5504). d aluminum open back tube (Part It GPI -5502) with a 0.626" wide x 0.703" deep glazing pocket, two screw splines and a receptor for a flat filler. Also, a mating aluminum snap-in flat filler (Part It GPI - 5009). 2.3.4 Intermediate Vertical Mullion: Consists of a 1 -3/4" face x 4- 1 /2".078"/0 0 0 . " wall thickness extruded aluminum open back tube (Part # GPI- 5502) with a 0.626" deep glazing pocket, and two screw splines, and a receptor for a pocket filler. A 5/8" x 3 -3/4 "x 5/8" x 1/8" thick formed steel channel reinforcement. Finally, a mating aluminum snap -in pocket filler (Part it GPI -5008) with a 0.626" wide x 0.703 d e. azing po•ket. - -Man el.•Perez— P -ET-Pro Product Control Division Control- Examiner -- Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 1015.08 APPROVED : DEC 0 4 1997 EXPIRES : DEC 0 4 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS\ 2.3.5 Sill: Consists of a 1 -3/4" face x 4 -1/2" deep x 0.078" wall thickness extruded aluminum open back tube (Part # GPI- 5503), two screw splines, a receptor for a flat filler, and a receptor for a glass stop. Also, a mating aluminum snap -in flat filler (Part it GPI - 5009). Finally, a mating aluminum snap -in glass stop (Part it GPI - 5504). 2.3.6 Corner Construction: Frame corners arc butt joined. At frame corners and each mullion intersection, each vertical is attached to the horizontal with two 118 x' /4" SMS into screw spline at horizontal. 2.4 Panel Construction: N/A 2.5 Weatherstripping: None. 2.6 Hardware: None. 2.7 Weepholes: None. 2.8 Muntins: None. 2.9 Reinforcement:. 2.9.1 No Reinforcement. 2.9.2 uantit Description One 5/8" x 4 -1/4" x 5/8" steel vertical channel 1/8" thick, running the entire length of mullion. 2.10 Sealants & Pads: Small bead of silicone sealant at frame joints and screw holes. Location Inside each intermediate vertical mullions. 3. LIMITATIONS 3.1 This approval applies to unlimited multiple -panel unit applications. 3.2 The design will be dependent on the maximum mullion height (span) Mullion 120 " a maximum mullion spacing of 75 ", based on the Design Load vs. Mullion Spacing gr 3.3 Horizontal mullions may be used to divide the arca of glass panel. 3.4 For Design Pressure Rating vs. Mullion Spacing and Mullion Span, panel for Cnfi r see with and without intermediate horizontal mullions, and with and Comparative Analysis charts in Dwg. No. 97 -38, Sheet 3 of 4. The Design Load of mullion selected must meet or exceed the Pressure Requirement of opening. 3.5 The installation of these units shall be performed by a licensed glazing contractor certified by the manufacturer holding this approval. 4. INSTALLATION 4.1 Screws and Method of Attachment 4.1.1 Anchor Type A - Thru Wood Buck and into masonry. SILL :' /a" Tapcons with minimum embedment of 1 -1/4" into masonry, located at 6" from corners and the rest at 13" o.c. max Mamie P rez, );.E. Produ ntrol Examiner -- Product - Control - Division -2a- Gopi Glass Sales & Service Corp. ACCEPTANCE No.: . 97 - 1015.08 APPROVED : DEC 0 4 • 1997 EXPIRES : DEC 0 4 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS HEAD : Same as sill. JAMBS : Same as sill. 4.1.2 Anchor Type B - Directly into masonry SILL : '/4" Tapcons with minimum embedment of 1 -1/2" into masonry, located at 6" from corners and the rest at 13" o.c. max HEAD : Same as sill. JAMBS : Same as sill. 4.1.3 INTERMEDIATE VERTICAL MULLIONS: (Unclipped), One or two 1/4" Tapcons Anchor type A or one 1/4" Tapcons Anchor type B at each side of mullion, at top and bottom. See Dwg. No. 97 -38, Sheet 4 of 4 for details of each anchor type option and anchor load graphs for type A and type B anchors. For type selection, sec Anchor Type vs. Mullion Spacing and Design Load charts in Dwg. No. 97- 38, Sheet 4 of 4. The Design Load of anchor type selected must meet or exceed the Pressure Requirement of opening. - Note: Please see note 411, Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. • 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade 6.1.3 Duplicate prints of approved drawings No 97 -38, Sheets 1 thru 4 Control Section, 4, bearing m proval stamp, Notice of Acceptance number and date by Dade County Product ked to show the option and components selected for the proposed installation. of opening to receive storefront, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of storefront and anchors to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurrican ro cctive s stem. /h. .... .� Manuel rez, P.E. Prod at Control Examiner _......m...produet- Control Division -2b- 1 ' • Gopi Glass Sales & Service Corp. NOTICE 01? ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED • 7.1 TEST: RESULTS: Intermediate Vertical Mullion without Steel Reinforcement TEST AIR INFILTRATION @ 1.57 PSF SFI3C PA 202 -94 (0.15 CFM /FT UNIFORM STATIC PRESSURE SFBC PA 202 -94 POSITIVE DESIGN LOAD 30 Seconds UNIFORM STATIC PRESSURE SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) DESIGN LOAD 30 Seconds SFBC PA 202 -94 (5.0 GPI-UFT 15 min. UNIFORM STATIC PRESSURE FULL TEST LOAD SFI3C PA 202 -94 POSITIVE 30 Seconds UNIFORM STATIC PRESSURE FULL TEST LOAD SFI3C PA 202 -94 NEGATIVE 30 Seconds FORCED -ENTRY RESISTANCE (PER) SFI3C 3603.2(b)(5) & SFI3C PA.202 -94 Design Pressure Rating (Positive) TEST LOADS 0.00 CFM /FT` I- IETI -96-1065 +33.0 PSF HETI -96 -1065 -33.0 PSF HETI -96 -1065 +16.0 PSF HETI -96 -1065 +49.5.0PSF HETI -96 -1065 -49.5 PSF I-IETI -96-1 065 Not Required DESIGN LOADS +33.0 PSF l- IETI -96-1065 -33.0 PSF HETI -96 -1065 +106 7PSF HETI -96 -1065 - +33.0 l'SF I- (ETI -96-1065 -33.0 PSF HETI -96 -1065 +33.0 PSF -33.0 PSF Design Pressure Rating (Negative) For Design Pressure Rating vs. Mullion Span and Spacing, sec corresponding Mullion Load chart on Dwg. # 97 -38, Sheet 3 of 4. - 2c - ACCEPTANCE No.: 97- 1015.08 APPROVED DEC 0 4 1997 EXPIRES flC Q42000 .1 Mamie Perez, P.E. Product etrol Examiner Product Control Division Gopi Glass Sales & Service Corp. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7.2 TEST: RESULTS: Intermediate Vertical Mullion with Steel Reinforcement (Sec Section 2.9.2 for reinforcement description) TEST AIR INFILTRATION @ 1.57 PSF SF13C PA 202 -94 (0.15 CFM /FT AIR INFILTRATION @ 6.24 PSF SFBC PA 202 -94 UNIFORM STATIC PRESSURE DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Seconds UNIFORM STATIC PRESSURE DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds WATER RESISTANCE (PSF) SFBC PA 202 -94 (5.0 GPH/FT 15 min. UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Seconds UNIFORM STATIC PRESSURE FULL TEST LOAD . SFBC PA 202 -94 NEGATIVE 30 Seconds TEST LOADS 0.014 UM/FT` HETI -96 -1065 0.014 CFM /FT I-I ETI -96 -1065 - x-63.0 PSF I-I ETI -96 -1065 -63.0 PSI' H ETI -96 -1065 +9.45 PSF HETI -96 -1065 +95.0.0PSF HETI -96 -1065 -95.0 PSF HETI -96 -1065 Not Required FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(b)(5) & SFBC PA 202 -94 +63.0 PSF Design Pressure Rating (Positive) - 63.0 PSF Design Pressure Rating (Negative) For Design Pressure Rating vs. Mullion Span and Spacing, sec cprresponding Mullion Load chart on Dwg. # 97 -38, Sheet 3 of 4. DESIGN LOADS +63.0 PSF I- (ETI -96-1065 -63.0 PSF HETI-96-1065 +63.0PSF HETI -96 -1065 +63.0PSF -- HETI -96 -1065 -63.0 PSF HETI -96 -1065. - 2d - ACCEPTANCE No.: 97- 1015.08 APPROVED : DEC 0 4 1997 EXPIRES : DEC 0 4 2000 - •ManuPerez; P -E: Product -' • trol Examiner Produ Control Division " r Gopi Glass Sales & Service Corp. ACCEPTANCE No.: . 97- 1015.08 APPROVED DEC 0 4 1997 EXPIRES : DEC 0 4 2000.. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Tcst, per PA 202 -94 along with installation diagram of 1 -3/4" x 4" and 1 -3/4" x 4 -1/2" aluminum flush glazed storefront systems, 10' 0" high x 3'11" mullion spacing, with and without steel reinforcement, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -1065, dated 08 /02 /96,revised on 12/31/96, signed and sealed.by Hector M Medina, P.E. 8.2 Drawings: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Drawing No. 97 -38, Sheets 1 thru 4 of auf tuc 4 �1r Glass dated 0l/1 Service Corp., Series 4500; /97, signed and sealed by Aluminum Storefront System, prepared by r Humayoun Farooq, P.E. 8.3 Calculations: 8.3.1 Anchor Calculations and Structural Analysis, prepared by Al Farooq Corporation. dated .01/30/97, signed and sealed by I-Iumayoun Farooq, P.C. 9. COMPARATIVE ANALYSIS: : For Design Pressure Rating Vs. Mullion Span and Mullion Spacing for applications with or without steel channel reinforcement, and with and without intermediate horizontals, sec corresponding chart in Drawing it 97 -38, Sheet 3 and 4 of 4. 10. YPICAL ELEVATION: For typical elevation and cross sections, see Drawing No. 97 -38, Sheets 1 and 2 of 4, bearing the Dade County Product Control approval stamp. 11 4. �- Manu - Perez -E— Product Product Control Division -2e- ol- Examiner - Copi Class Sales & Service Corp. Florida Building Code. 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 thc manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3.Rencwals of Acceptance will not be considered if: • a) There has been a change in thc South Florida Building Codc affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer 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 ache product or process shall automatically bc 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 bc 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 Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion oldie Notice of Acceptance is displayed, then it shall be done in its entirety. 7.A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.This Acceptance contains pages 1, 2, 2(a) through 2(c) and th,is last page 3. items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance, but in no cast 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 36 of the South Manuc 'ercz, P.E. Product CO - Ex am_ incr • ontrol Divi END OF TIIIS ACCEPTANCE =3 - ACCEPTANCE No.: 97- 1015.08 APPROVED DEC 0 4 1997 EXPIRES : DEC 0 4.2.000 ITEM # PART 4 DESCRIPTION 1 GPI -5502 OPEN BACK HEAD /JAMB /MULL 2 GPI -5503 SILL 3 GPI -5504 GLASS STOP 4 55I -5008 POCKET FILLER 5 55I -5009 FLAT FILLER 6 NEOPRENE GLAZING GASKET 7 SETTING BLOCK 8 PANEL ASSY SCREV 41 10 X SMS . 9 REINFORCING 5/8 X 4 -1/4' X 5/8' STEEL CHANNEL I /8' THICK 10 GLAZING 1/4' TEMPERED GLASS GLASS = 1/4" TEMPERED SHUTTERS REQD. FOR ALL INSTALLATIONS J, .278 TYP. a • 4.500 1.222 -- I --- - .062 TYP. .973 .675 • .626 " II 1.0 -�-1 G -5502 6063 -T5 2.438 3.500 GPI - 5503 6053 -T5 GPI -5504 6063 - 15 GPI - 5008 6063 -T5 3.000 3.500 GPI - 5009 6063-15 .078 TYP. 1.750 -- { TYP .625 I I I S s 2 2 2 4.250 STEEL CHANNEL REINFORCEMENT UNIT VIDTH MUWON SPAN D.L. OPEN2NG L HULL SPACING CO- J 6 FOR MUWON CHARTS SEE SHEET 3 OF 4. FOR ANCHOR DESCRIPTION SEE SHEET 4 OF 4. GENERAL NOTES 1. THIS STRUCTURE I5 DESIGNED AS PER THE .4CUTH FLD6= BUILDING CODE 1994 201RON FOR DADE COUNTY. ALSO FOR 9I,ND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MI,CH4NICAL PROPERTIES, ANO SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL' LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOY AND TEMPER AS SHOWN ON DETAILS. 4. STEEL SURFACES TO BE PLACED IN CONTACT KIN ALUMINUM SHALL BE PLATED OR PAINTED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. MU'.LONS MAY BE USED HORIZONTALLY USING SAME SPANS AS SHOWN IN CHARTS. 7. DESIGN CRITERIA FOR MUWONS: MAX DEFLECTION S L /180. 8. ANY ANCHOR OR MULUON CONDMON NOT 5f,OWN IN 'T, SE 020241.5 IS TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REOU:REMENTS OF ASCE 7 -0B, BASED ON 110 MPH WIND VELOCFK. Engr. DR. HU4.7410212 FAR000 STRICTURES P.A. FE # 16507 DEC 0 4 1997 APPBOZ AS Ci WITH THE 605TH FLORIDA 6■10162 CODE DATE �C EFdf3 Fk 19� BY PROT. .,BQ'RCL DIVSION BL 5001 COMPLIANCE OFFICE ACC. ND. Q'1- 10/ OA i ■■ ' c s a c b G 1 44 • drowinq no. 97 -38 (sheet 1 of 4 7 x R co/Ndcci BV,CK / ANCHORS A OR _SHEAR PLATE 3' LONG AT EACH ANCHOR TYP. 5/16' TYP. GPI - 5002 S LICONE SEAL ON OUTSIDE BEAD S LICONE SEAL ON OUTSIDE BEAD GPI -5504 CPI -5502 CPI-5503 USE AS RECD. SEE CHARTS O Engr. OA HUTAYOUN FAR000 STRUCTURES ..R.. ?E # 16S57 CONCRETE OR W000 BUCK APPROVED AS COMPLYING WM THE SOUTH E10RlDA BUILDING CODE DAT Er L. ; .4 9 qi BY A i • ODUCT ROL DIVISION ILDING CODE CON ?PLIANCE OFFICE ACCE?TANCE NO. 4l I6ws•68 0, 0. C 97 -38 (sheet 2 of 4 drawing no. 0 .0 c s 1 -3/4 x 4 -1/2" FLUSH GLAZE SYSTEM GPI + GPI 45TN NO REINFORCING NO INTERMEDIATE NORTZONTALS 2; 35 4S SS 65 MULLION SPACING - INCHES n 1 -3/4" x 4-1/2 GLAZE SYSTEM GPI-SSdz + GPI-5�}7E9 NO R VLTI4 INTERMEDIATE NORIZONTALS 45RN 2S 35 45 SS 65 MULLION SPACING - INCHES 7S D 1D n 1 -3/4" x 4 -1/2" FLUSH GLAZE SYSTEM LIMMEMENIIIM CPI -5502 + CPI - SOOB WITH REINFORCING NO INTERPIEOIATE HORIZONTALS 4STY 75 25 35 45 SS GG MULLION SPACING - INCHES H 1 -3/4 x 2 a ❑ p -J -J Z u F H 0 .D 4 - 1/2 - FLUSH GLAZE CPI -5502 + CPI -S60B WITH REINFORCING T' N /INTERMEDIATE HORIZONTALS 45RY 25 35 45 SS 65 MULLION SPACING - INCHES 7S SYSTEM 7s MULL SPAN HU SP MULLION SPACING NO INTERMFDIATF HORI7ONTA!.5 LL AN MULLION SPA ysrx INTFRMFOIATF HORVOUTAIS LING Engr. DR. HISAYOUN FAPOOO STRUC OF O •FIJ PE } 16577 OAT 2 ( PROOU ARSOYFD AS COMPLYING WITH TrIE SOUTH FLORIDA BUILDING CODE ►E T9Qy TOOL Q1WS.'611 BUILDING CODE C MPLAKt0 O PIICE ACCEPTANCE C ri" /�U JJ 0 z 2 • o to to Ln N. 3 ' c. z" E_ ° 5 � < o � 1 O rowing no. 97 -38 (sheet 3 of 4 111 ►,11111111'■�11111E-AN En 111\►\17,1i'tINII UMW N 6 72" illi iiiIII .1`►0„1 1111111111111111111 Ell 11111111111111111111 KIII 111111.111111111116:2 MUL SP N CI k BIM kiKIMUMBRIM .LSO\ �= ..1111`.► 1 1��►. 1 HL IIIMMENrollil �n \1111 711 v0lI.•...Ill ANCHORS TYPE B C 11 ANGH(7R AT A. 510E OF MULL - \v ANCHORS TYPE A C2) ANCHORS AT EA. SIDE OF MULL ANGA2 MI' ,,,,,, !1111.■,78 M En 1111111111111111. N 6 72" illi iiiIII .1`►0„1 11111111111111111111 KIII 111111.111111111116:2 MUL SP N CI k BIM kiKIMUMBRIM .LSO\ �= 1 1��►. IIIMMENrollil �n v0lI.•...Ill ANCHORS TYPE B C 11 ANGH(7R AT A. 510E OF MULL - BP t J z Ln h m 2S MULLION SPAN 2-1/2' MIN. — 2S 4S SS •65 MULLION SPACING - INCHES ANCHORS TYPE A HULL HULL SPACING SPACING 1 OR 2 ANCHORS AT EACH SIDE OF HULL <SEE CHARTS) ALL OTHER ANCHORS e 6' MAX. FROM CORNERS 6 13' O.C. TYP. 75 rU VOOD BUCKS NOT BY GOPI HOST SUSTAIN LOADS IMPOSED Hy GLAZING SYSTEH ' ANCHORS TYPE A 25 45 SS 65 MULLION SPACING - INCHES ANCHOR TYPE 'A' SHEAR PLATE 3' LONG REQUIRED AT ALL ANCHOR LOCATIONS 75 LL a IS <-( z� w O� co T52 C m 22 ANCHORS TYPE B 25 45 22 65 75 MULLION SPACING -*INCHES ANCHORS DESCRIPTION ANCHOR OA 1/4" 4 TAPCON THRU WOOD BUCK INTO MASONRY 1 -1/4' MIN. MASONRY EMBEDMENT ANCHOR® 1/4' P TAPCON INTO MASONRY 1 -1 /Y MINMUM EMBEDMENT TYPICAL SPACING AT 6" FROM CORNERS AND 13" O.C. MAX. E' Nr. OR HUUAYOUN FAR000 ,F1�PE g 2557 APPROVED AS COMPLYING WITH DIE SOUTH FLORIDA BUILDING CODE DATE rF -CRER 1991 BY C — 4RCDU . R01. DIVISION BUILDING CODE n COMPLIANCE OFFICE ACCEPTANCE N0. C 7 I'0 • o O 0 v G rowing no. 97 -38 (sheet 4 of 4 ANCHORS TY °E A ANGA1 C ] D ANCHOR AT EA. SIDE OF t'IULL N 6 72" MUL SP N k BIM kiKIMUMBRIM .LSO\ �= 1.7 'Magna IIIMMENrollil BP t J z Ln h m 2S MULLION SPAN 2-1/2' MIN. — 2S 4S SS •65 MULLION SPACING - INCHES ANCHORS TYPE A HULL HULL SPACING SPACING 1 OR 2 ANCHORS AT EACH SIDE OF HULL <SEE CHARTS) ALL OTHER ANCHORS e 6' MAX. FROM CORNERS 6 13' O.C. TYP. 75 rU VOOD BUCKS NOT BY GOPI HOST SUSTAIN LOADS IMPOSED Hy GLAZING SYSTEH ' ANCHORS TYPE A 25 45 SS 65 MULLION SPACING - INCHES ANCHOR TYPE 'A' SHEAR PLATE 3' LONG REQUIRED AT ALL ANCHOR LOCATIONS 75 LL a IS <-( z� w O� co T52 C m 22 ANCHORS TYPE B 25 45 22 65 75 MULLION SPACING -*INCHES ANCHORS DESCRIPTION ANCHOR OA 1/4" 4 TAPCON THRU WOOD BUCK INTO MASONRY 1 -1/4' MIN. MASONRY EMBEDMENT ANCHOR® 1/4' P TAPCON INTO MASONRY 1 -1 /Y MINMUM EMBEDMENT TYPICAL SPACING AT 6" FROM CORNERS AND 13" O.C. MAX. E' Nr. OR HUUAYOUN FAR000 ,F1�PE g 2557 APPROVED AS COMPLYING WITH DIE SOUTH FLORIDA BUILDING CODE DATE rF -CRER 1991 BY C — 4RCDU . R01. DIVISION BUILDING CODE n COMPLIANCE OFFICE ACCEPTANCE N0. C 7 I'0 • o O 0 v G rowing no. 97 -38 (sheet 4 of 4 -44 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date G Job Address (0 SC) M cB 1 Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant /i ti tJ tr Master Permit # 4 4 9 17 Owner's Address a-1 N a Phone (1 7 _', - C ; J ! - c 4/ 6d i1" r 4i ateadmIss %3 < 3 , 2 /7z, a d� ,, Qualifier t Pi y ss# hone State #( C(' 2 4/ ( Municipal # Competency # Ins. Co. Architect/Engineer Address Address Contracting Co. . s ti Bond'srg Company Mortgagor Address Permit Type (circle one): BU IN ELECTRICAL P WORK DESCRIPTION . /� ei/ //U/D (9 S 7 , 5 r I SAo 0 XX Estimated Cost (value) Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR TVIPROVEMENTS 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 ce at : will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pe rriits are required ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. Notary : o • wner and/or Condo President My CS :ion Expires: / ,,.r, JoMn Pima *. cT. MY COMMISSION # CC498854 EXPIRES . - September 28, 1999 : I certify that all the foregoing information is accurate and the t all work will be done in compliance with all applicable g. Furthermore, I authorize the above -named con i tor to do the work stated. Signature of • - : or or Owne ui er q tr• � o T RADON ea— APPROVED: Zoning Building Mechanical Plumbing C.C.F. ,.. 7 6 1G MECHANICAL ROOF G PAVING FENCE (-4/' /P& i Not My 'Are ion MY ontractor or O- Builder ON # CC498654 EXPIRES September 28,1999 BONDED 7k'RU TROY FART RiSURANCE, U NOTARY Electrical OV SIGN 4 //P/ 9 5 Date 4g/C Date BOND TOTAL DUE g ,Ie a'F Engineering 7 %� -- f) oki2d2_ dr-a&_ 111W Ih 9' TT ' GOPI GLASS SALES & SERVICE CO ARCH WINDOWS • ALUMINUM STORE FRONTS o 0OO -sue * HARDWARE Alini 7450 N.W. 41 STREET, MIAMI, FLORIDA 33166 STORE FRONT PRODUCT APPROVALS TO WHOM IT MAY CONCERN: THIS LETTER AUTHORIZES: TO USE OUR SERIES 4000 COVERED BY APPROVAL NO. 97 020502 TO USE OUR SERIES 4500 COVERED BY APPROVAL NO. 97- 101508 TO BE USED ON THE ALPHA GLASS ( MIAMI ) & 651 N.E. 88th TERRACE IN MIAMI SHORES, FL. d/./ COMPANY SEAL Telephone: (305) 592 -20 S 551 -2234 FAX (305) 477 - -r 092 FOLLOWING JOB: ( 2 ) JOBS 650 N.E. 88th TERRACE IN MIAMI SHORES, FL. CUSTOMER SIGNATURE GOPI GLASS SALES & S ;. CORP. THE PURCHASER ACKNOWLEDGES THAT THE MATERIALS BEING PURCHASED ARE BEING USED AND INCORPORATED IN THE AFOREMENTIONED CONSTRUCTION PROJECT. SELLER IS NOT RESPONSIBLE FOR MATERIALS BOUGHT FROM OTHER SOURCES OR MANUFACTURERS. l lorida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under number 96- 0304.1. This letter authorizes ANJ Future Invest / Ch.i l . v i 1.Ito use our .060 Aluminum panels under number 96- 0304.1 to be used at the following job: 65u NE 68 Terr, Miami shores Sincerely, Victor V. Cruz President or Enrique Revilla Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. ME•r ?O -DACE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels /Stainless Metalworks, 14475 N.W. 26th Avenue Opa Locka FL 33054 Your application for Product Approval of: .060" Aluminum, 3003 -H14 Alloy, Storm Panel Shutter 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 11'rawing No. 95 -549, Streets 1 t/rru 4 of 4, (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. - i this approval shall not be valid after the expiration date stated below. l he Office of Code Compliance reserves the right to secure this product or material anytime from ajobsite or 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.prodtict or material immediately. The • applicant shalt 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- 0304.01 Expires:07 /11/99 Approved:07 /11/96 t " Raul Rod guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County 'Florida Storm Panels. Inc. ACCEPTANCE NO.: 96-0104 01 APPROVED JUL 1 1 19g5 EXPIRES : JUL 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a .060" aluminum, 3003 -H14 alloy , 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 limitation contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -549 Sheet 1 of 4. using .060" thick aluminum, alloy 3003 -1-114. 2.2 Panels are rolled formed, have a nominal width of 12 -1 /2" and a total full width of 14 -1/2 ", for;ninc 2" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, "H" headers, "U" header, 1 -1 /2 "x 1 -1 /2 "x 1/8" sill angle and 2" x 5 "x 1/8 ", 2" x 5 "x 1/4" built -out angles. 2.4 Tested srecimen: Dimensions: 4 panels 52" wide x l u 1`' long overall. 4 specimens for windload 4 panels 52" wide x 67" long overall. 1 specimen for windload. 4 panels ..52 wide x 48 long overall. t specimen for windload 4 panels 52" wide x . 101" long overall. 4 specimens for impact and cyclic load 4 panels 52" .vide x 104" long - overall: 2 specimens for impact and cyclic load 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 7' -2" or 86 ", for wall mount with bottom sill continuous wood or aluminum tube ledger as shown on drawing No. 95 -549, Sheets 2 of 4. 3.2 Minimum separation to ejdsting glass to protect shall be 3" with stitch bolts reinforcement as shown on Sheet 1 of 4. 2 -1/4" with reinforcing bar (Part 16) as shown on Sheet 1 of 4. 3.3 ivIaximum clear nce between top of panel and inside of header shall be: 1/4" 3.4 Special Requirement: Reinforcing bar, consisting of one 1" x 1" x 16 Ga. Galy. Steel tube (Part 14) attached with 1/4 " -20 x 3 -1/2" long SS bolts with wingnut assemblies spaced 12 -1/2 "" o.c at panel midspan overlaps: or one (1) row of 1/4 " -20 x 1" long SS stitch bolts reinforcement with wingnuts assemblies spaced 12 -1/2" o.c. at panel midspan overlaps. Panel overlap spans less than 33" do not require midspan reinforcement bars and/or stitch bolts. - 1 Orlalido Blanco, P.E.)2 Plans Examiner 1I Product Control Division Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 030 APPROVED : r JUL 1 1 1996 EXPIRES : JUL 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY): The panels are secured to an 'H' Wall Header (Parts 2 or 3) at the head and attached with 1/4"-20 S.S. studs spaced 6-1/4" o.c. to a 1-1/2" x 1-1/2" x 1/8" aluminum angle at the sill (Part 7), both the header and sill angle are anchored to the wall, using the tension anchors as shown on Section A "Wall Mount Section "; or the panels are directly secured to the wall using approved tension anchors as shown on Sections F "Wall Mount Section (Direct Mount) ", as 'shown on Drawing No. 95 -549, Sheet 2 of 4 ; or panels attached at the head and sill to a continuous 'F' track (Part 9) with 1/4 " -20 x 1" S.S. studs spaced 6 -1/4" o.c. , the track is then secured to the wall using approved tension anchors as shown on Sections I "Wall Mount Detail ", as shown on Drawing No. 95 -549, Sheet 3 of 4 bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): The panels are secured to an 'H' Wall Header (Parts 2 or 3) at the head and attached \vith 1/4"-20 S.S. studs spaced 6 -1 4" o c. to a 1 -1 '2" x 1 -1 /2" x 1!S" aluminum angle at the gill ('art 7), both the header and sill angle are anchored lo the wall, using the tension ,anchors as shown on Section D "Wall Mount Section "; or at the sill , panels are attached to a continuous 2 x. 6 PT woodIedger or 1".x 4" x 1/8" or• 2" x 4" x I/8" aluminum tube ledger plate with 1/4" diameter S.S. lag screws spaced 1 o.c. and ff14 SMS at midway between lag screws, the ledger plate is then anchored to the Wall with (2) - 1/4 ".diameter.S.S..1ag screws spaced 24 1 .o :c. maximum, as shown on Sections E "Wall Mount Section (Bottom) ". as shown on .Drawing No. 95 -549, Sheet 2 of 4, or panels attached at the head and sill to a continuous 'F' track (Part 9) with 1/4 " -20 x 1" S.S. studs spaced 6 -1/4" o.c. , the track is then secured to the wall using approved tension anchors as shown on Sections I "Wall Mount Detail ", as shown on Drawing No. 95 -549. Sheet 3 of 4 bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling/Inside Mounts: (A) (CONCRETE /MASONRY): The panels are secured to an 'U' Header (Part 4) at the head and attached with 1/4 " -20 S.S.studs spaced 6 -1/4" o.c. to a 1 -1/2" x 1 -1/2" x 1/8" aluminum angle at the sill (Part 7), both the header and sill angle are anchored to the wall, using approved tension anchors as shown on Section B "Ceiling/Inside Mount Section ", Drawing No. 95 -549, Sheet 2 of 4, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): The panels are secured to an 'U' Header (Part 4) at the head and attached with (3) A- wood S.M.S. wood screws with minimum of 2" penetration or (3) wood brushings with 1" penetration at each rafter or truss .thru a 1"x 5 "x 1/8" continuous channel (Part 11) or 1 "x 4 "x 1/8" continuous aluminum tube; at 'the sill the panels are attached with 1/4" S.S. studs spaced 6 -1/4" o.c. to a 1 -1 /2 "x 1 -1 /2 "x 1/8" aluminum sill angle (Part 7), the sill angle in then anchored with approved tension anchors, as shown on Section G "So it ount Detail ", Sheet 3 of 4 , Drawing No. 95 -549, bearing the Dade County Product Con • .A • al stamp. • r ando E3lanco, P.E. - Plans Examiner 1I Product Control Division Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 030 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Product Control Division 'JUL 1 1 1995 : JU1. 1 1 1999 4.1.3 Built -Out Condition; (A) (CONCRETE /MASONRY/WOOD FRAMED): The panels are secured to an 'U' Header (Part 4) at the head, which is attached to built -out angles (Parts 5, 5A, 5B or 6), with 1/4"-20 S.S bolts spaced 12" o.c., and a 1-1/2"x 1 -1 /2 "x 1/8" aluminum studded angle (Part 7) at the sill, which is attached to built -out angles (Parts 5, 5A, 5B or 6), with 1/4 " -20 S.S. bolts spaced 12" o.c., both of the built -out angles are then anchored to the wall using approved tension anchors as shown on Section C "Built -Out Mount Section ", Sheet 2 of 4; or Section H "Alt. Build -Out Mount Section ", Sheet 3 of 4; Drawing No. 95 -549, bearing the Dade County Product Control approval stamp; or the are secured to an 'H' Header (Parts 2 or 3) at the head, which is attached to built -out channel (Part 10), with 1/4 " -20 S.S bolts spaced 12" o.c., and a 1 -1 /2 "x 1 -1/2 "x 1/8" aluminum studded angle (Part 7) at the sill, which is attached to built -out channel (Part 10), with 1/4 " -20 S.S. bolts spaced 12" o.c., both of the built -out channels are then anchored to the wall using approved tension anchors as shown on Section J "Built -Out Mount Section ", Sheet 4 of 4 , Drawing No. 95 -549, bearing the Dade County Product Control approval stamp. 4.1.4 Storm Panel Interior f asteninz.: Panel are secured at siii using component angies (Part 5A and i).as shown on Detail J "Storm Panei Interior Fastening.(Isometric) ", Sheet 3 of 4, Drawing No. 95 -549. bearing the Dade County Product Control.apprdval stamp: 4.1.5 Any cornbination of the above. 4.2 • : Anchorage of the shutters shall be t� concrete, masonry and/or 'wood framing and shall consist of only the anchors specified on drawing No. 95 -549, Sheets 1 thru 4 of 4. 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. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless All reinforcing bolts are properly installed. Orlando : co, P.E. - Plans Examiner!! TEST TEST LOAD DESIGN LOAD Deflection !.AR(E MISSILE :!\IPAC1 TINT SFBC PA 201 -94 (Stitch Bolt Reinforcement) SATISFACTORY CTC -95 -036 Max. 3 " LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (Aluminum Bar ReinfoFeement) ' SATISFACTORY CTC -95 -036 • • Max. . 2 -1/47 • • CYCLIC WIND PRESSURE TEST • 'SFBC PA 203 -94 ' POSITIVE (I0I" Span) +68;0 PSF •'CTC- 95=036' +52.3 PSF CtC -95 4136 CYCLIC WIND TEST • SFBC PA 203 -94 NEGATIVE (101" Span) -98.8 PSF CTC -95 -036 -76.0 PSF CTC -95 -036 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (101" Span) +75.0 PSF CTC -95 -036 +50.0 PSF CTC -95 -036 © Design 1.165 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (101" Span) -93.0 PSF CTC -95 -036 -62.0 PSF CTC -95 -036 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (67" Span) - 226.03 PSF CTC -95 -036 - 150.68 PSF CTC -95 -036 .t,TIIFORM STATIC AIR PRESSURE TEST iFBC PA 202 -94 NEGATIVE (48" Span) 442.0 PSF CTC -95 -036 - 294.67 PSF CTC -95 -036 DESIGN PRESSURE RATING: See "STORM PANEL SCHEDULE "; Table 1, Sheet 4 of 4, Drawing No. 95 -549 , , ' ,Florida' Storm Panels. Inc. ACCEPTANCE NO.: 96-0 7. TESTS PERFORMED TESTS: RESULTS: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • : 1 JUL 1 1 1996 :' JL1l 1 1 1999 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -549, Sheets 1 thru 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed r ando Blanco, P.E. - Plans Examiner 11 Product Control Division 1 .. Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 030a.01 r�q APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS : 'JUt 1 1 1996 [ JUL 1 1 1999 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test Impact Test Cyclic Wind Load Test prepared by Construction Testing Corporation, Report No. CTC -95 -036, dated November 14. 1995. signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -549, Florida Storm Panels, Inc. Storm Panel , Sheets 1 thru 4 of 4 prepares by Knezevich & Associates Inc., dated 01/04/96, Revision No. 2, dated 06/06/96, signed and seale . by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 MiII Certified Inspection Reports issued by MSC Metals, dated 09/29/95. 8.3.2 Certified Tensile Test Report issued by QC Metallurgical. Inc., QCM Job No. 5KM -26=6. dated November 15..1995. signed and sealed by James Rnese. P F. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 12 /i 8/95, prepared by Knezevich & Associates Inc., signed and by V.J. Knezevich, P.E. 1. Orlando C lanco, P.E. - Plans Examiner II Product Control Division • •• Florida Storm °anas. Inc. ACCEPTANCE NO.: 96 -0304 01 12. Hardware for all windows and doors shall conform to Security and Forced Entry Preven Florida Building Code. • JUL 1 1 1x96 ' JUL 1 1 1999 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the- followi:-: statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 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. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an,endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date ' may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(d) and this last page 3. _Items 10, 11 & 12 listed below only apply to glazed nroducts and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 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 s'tall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. aper 36 of the South Orl •Ianco, P.E. - Plans Examiner 11 Product Control Division END OF THIS ACCEPTANCE • s .325' x-093 TYP. 1 1.50 - STUDDED ANGLE SCALE : 3 • 1' -0 .Das • 1/4' 5.5. STUO 12 -1/2 O.C. WINGNUT SCALE : HALF SIZE 5.00" 1.50 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION... TENSION FASTENER QE 24 O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE f r PRODUCT MARKING LOCATION O 1.50" 12.50 COVERAGE 14.50 STORM PANEL* O SCALE : 3" • V -0' L 0 TYPICAL ELEVATION FOR INSTALLATIONS BELOW 30' ABOVE GRADE W/ PANELS SPANS OF 96 - , W/ SEPARATION FROM GLASS OF 2 -1 /3' OR MORE BUT LESS THAN 2 - 1/2'. PANELS MAY SPAN VERTICALLY AS SHOWN OR HORIZONTALLY. 1 2.7S0 STANDARD CHANNEL SCALE • HALF SIZE 8.00" === II I OPTIONAL LEG DIRECTION • TOP MOUNT. N VIEW r x 1 TUBE i FASTENERS) (SEE PLAN VIEW i NOTE 8) BOTTOM MOUNT. . OVERLAP FASTENERS TYP. (SEE NOTE N 81 PROOUCT MARK)NG (OP TIONAL LOCATION) ( 16 GAGE GALV. STEEL GRADE 0 S 16 GAGE GALV. STEEL NGLE CLOSURE PIECE: r x2" MIN. TO 2 x 5" MAX. 0 f I 1 1.00 a 11.00" � r—r OPTIONAL LEG DIRECTION O "h" HEADER SCALE : 3' • 1' -0' 5.00" 16 GAGE GALV. STEEL ORAOE 0 0 SOFFIT CHANNEL SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECT ONE L 0 TYPICAL ELEVATION FOR ALL. INSTALLATIONS SEE TABLE 2. PAGE 3 OF 4, FOR REQUIRED SEPARATION FROM GLASS. EXISTING STRUCTURE PLAN VIEW SCALE: 1 -1/2 ■ T -O O "h" HEADER SCALE • 3' 20 GAGE GALV. STEEL TOP MOUNT FASTENERS (SEE PLAN VIEW D NOTE 81 BOTTOM MOUNT CLOSU:: SCALE • 3" • 1' -0" SIDE MOUNT t • MIN. .085 KEYHOLE WASHER SCALE : HALF SIZE (VERTICAL OR MORIZCNTAL) 2.000 ��0�62" IIT7,•P 1.750" "U" HEADER SCALE : 3" - 1' -0" SEE STORM PANEL SCHEDULE FOR MAX. SPAN, �S) HORIZONTAL INSTALLATION 1-xrx 16GA STEEL TUBE TYP. (OPTIONAL) SEE NOTE 8 8• TYPICAL ELEVATION. II -- SIDE MOUNT 0 1 -3/4 OVERLAP 9 1, 20 GAGE GALV. STEEL. NGLE CLOSURE PIECE. r x 2" MIN. TO 1 -3/4" x 7" MAX. S MAX. I J ANGLE ANGLE S CALE 3' . 1' -O' S CALE • 3 • 1' -0 ° I GALV. STEEL N 2 3'. 4" OR S f O ANGLE S CALE : 3' • 1• -0- OwIteRAL P.f0TFi; 1. THIS SHUTTER SYSTEM IS DESIGNED N ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION, AND THE 1994 BROWARO COUNTY EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASC 7 -88 YONMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES TABLES SMALL SE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL 8E 3003 -4114 ALUMINUM ALLOY, 0.060" THICX, WITH A MN. Fy. (BEFORE ROLLINGI OF 21 K51. ALUMINUM EXTRUSIONS SHALL BE 6063 -76. U.01/ L, PROOUCT MARKINGS SMALL 9E WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS, FLORIDA STORM •NELS, NC. CPA LCCKA, °_CR!OA DACE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy • 33 KSI. 6. MATERIAL SPECIFICATIONS WITCO MEREN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY 8E MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UT14.1ZING A STE°_L TUBE SMALL BE FASTENED AT OVERLAPS AT MIOSPAN TO A 1" x r. 16 GAGE 57EEL TUBE USING 1/4 -20 x 3 -1/2' BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION fO). PANELS NOT UTILIZING STEEL TUBE SMALL BE FASTENED AT MIDOPAN W/ 1/4 - 20 • r BOLTS WITH DIE CAST ALUMINUM WASNERED WINGNUTS OR JACXNUTS (SEE TYPICAL ELEVATION5d 401. FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS 1 TUBE ARE NOT REQUIRED. 9. THE DETAILS A140 SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DACE COUNTY PROTOCOLS PA 201.202. AND 203. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER MURRKANE PROTECTION UNLESS ALL REINFORCNG SOLTS ARE PROPERLY NSTAII.ED. 11. DESIGN BASED ON CONSTRUCTION TESTING CORP. LAB REPORT * 95 -036. 1 -1/2" MIN. .25' 6063 -7'6 ALUMINUM 16 GAGE SHEAR FASTENER (p) 24 0.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE 5 MAX. 125" 6063 -T6 ALUMINUM L "TYP. F 1.80" i O ANGLE SCALE • 3" • 1' -0' 1 1 I. 1 2111 '111 uthistwesenisszon KNEZ£VICH PROFESS/0NA .. `'. VEER scale As NOTED [ design by t .7K (drawn by l 00 Checked Dy vJK dr*W,ng 110. 95 -549 sll•ef 1 of 4 PL. 1 (VERTICAL OR H pu u m ■wN ''' wii = _ • s .325' x-093 TYP. 1 1.50 - STUDDED ANGLE SCALE : 3 • 1' -0 .Das • 1/4' 5.5. STUO 12 -1/2 O.C. WINGNUT SCALE : HALF SIZE 5.00" 1.50 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION... TENSION FASTENER QE 24 O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE f r PRODUCT MARKING LOCATION O 1.50" 12.50 COVERAGE 14.50 STORM PANEL* O SCALE : 3" • V -0' L 0 TYPICAL ELEVATION FOR INSTALLATIONS BELOW 30' ABOVE GRADE W/ PANELS SPANS OF 96 - , W/ SEPARATION FROM GLASS OF 2 -1 /3' OR MORE BUT LESS THAN 2 - 1/2'. PANELS MAY SPAN VERTICALLY AS SHOWN OR HORIZONTALLY. 1 2.7S0 STANDARD CHANNEL SCALE • HALF SIZE 8.00" === II I OPTIONAL LEG DIRECTION • TOP MOUNT. N VIEW r x 1 TUBE i FASTENERS) (SEE PLAN VIEW i NOTE 8) BOTTOM MOUNT. . OVERLAP FASTENERS TYP. (SEE NOTE N 81 PROOUCT MARK)NG (OP TIONAL LOCATION) ( 16 GAGE GALV. STEEL GRADE 0 S 16 GAGE GALV. STEEL NGLE CLOSURE PIECE: r x2" MIN. TO 2 x 5" MAX. 0 f I 1 1.00 a 11.00" � r—r OPTIONAL LEG DIRECTION O "h" HEADER SCALE : 3' • 1' -0' 5.00" 16 GAGE GALV. STEEL ORAOE 0 0 SOFFIT CHANNEL SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECT ONE L 0 TYPICAL ELEVATION FOR ALL. INSTALLATIONS SEE TABLE 2. PAGE 3 OF 4, FOR REQUIRED SEPARATION FROM GLASS. EXISTING STRUCTURE PLAN VIEW SCALE: 1 -1/2 ■ T -O O "h" HEADER SCALE • 3' 20 GAGE GALV. STEEL TOP MOUNT FASTENERS (SEE PLAN VIEW D NOTE 81 BOTTOM MOUNT CLOSU:: SCALE • 3" • 1' -0" SIDE MOUNT t • MIN. .085 KEYHOLE WASHER SCALE : HALF SIZE (VERTICAL OR MORIZCNTAL) 2.000 ��0�62" IIT7,•P 1.750" "U" HEADER SCALE : 3" - 1' -0" SEE STORM PANEL SCHEDULE FOR MAX. SPAN, �S) HORIZONTAL INSTALLATION 1-xrx 16GA STEEL TUBE TYP. (OPTIONAL) SEE NOTE 8 8• TYPICAL ELEVATION. II -- SIDE MOUNT 0 1 -3/4 OVERLAP 9 1, 20 GAGE GALV. STEEL. NGLE CLOSURE PIECE. r x 2" MIN. TO 1 -3/4" x 7" MAX. S MAX. I J ANGLE ANGLE S CALE 3' . 1' -O' S CALE • 3 • 1' -0 ° I GALV. STEEL N 2 3'. 4" OR S f O ANGLE S CALE : 3' • 1• -0- OwIteRAL P.f0TFi; 1. THIS SHUTTER SYSTEM IS DESIGNED N ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION, AND THE 1994 BROWARO COUNTY EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASC 7 -88 YONMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES TABLES SMALL SE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL 8E 3003 -4114 ALUMINUM ALLOY, 0.060" THICX, WITH A MN. Fy. (BEFORE ROLLINGI OF 21 K51. ALUMINUM EXTRUSIONS SHALL BE 6063 -76. U.01/ L, PROOUCT MARKINGS SMALL 9E WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS, FLORIDA STORM •NELS, NC. CPA LCCKA, °_CR!OA DACE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy • 33 KSI. 6. MATERIAL SPECIFICATIONS WITCO MEREN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY 8E MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UT14.1ZING A STE°_L TUBE SMALL BE FASTENED AT OVERLAPS AT MIOSPAN TO A 1" x r. 16 GAGE 57EEL TUBE USING 1/4 -20 x 3 -1/2' BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION fO). PANELS NOT UTILIZING STEEL TUBE SMALL BE FASTENED AT MIDOPAN W/ 1/4 - 20 • r BOLTS WITH DIE CAST ALUMINUM WASNERED WINGNUTS OR JACXNUTS (SEE TYPICAL ELEVATION5d 401. FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS 1 TUBE ARE NOT REQUIRED. 9. THE DETAILS A140 SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DACE COUNTY PROTOCOLS PA 201.202. AND 203. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER MURRKANE PROTECTION UNLESS ALL REINFORCNG SOLTS ARE PROPERLY NSTAII.ED. 11. DESIGN BASED ON CONSTRUCTION TESTING CORP. LAB REPORT * 95 -036. 1 -1/2" MIN. .25' 6063 -7'6 ALUMINUM 16 GAGE SHEAR FASTENER (p) 24 0.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE 5 MAX. 125" 6063 -T6 ALUMINUM L "TYP. F 1.80" i O ANGLE SCALE • 3" • 1' -0' 1 1 I. 1 2111 '111 uthistwesenisszon KNEZ£VICH PROFESS/0NA .. `'. VEER scale As NOTED [ design by t .7K (drawn by l 00 Checked Dy vJK dr*W,ng 110. 95 -549 sll•ef 1 of 4 7 SEE Mt SEPARATION FROM GLASS SOIDILF GLASS OR DOOR GLASS OR DOOR SEE MM. SEPARATION RCN GLASS SCHEDULE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM ()CONT. EXISTING STRUCTURE ANGLE TO WALL DETAIL ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL WALL MOUNT SECTION SCALE : 3" • 1' -0" WOCO FRAMING 5 TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP i BOTTOM ()CONT. O W000 FRAMING 20 CRQCONT. O WALL MOUNT SECTION SCALE : 3" • T -O 1/4-20 MACHINE BOLT & WINONUT m 12 -1/2" 0.C. 1/4" MAX. 1/4 -20 MACHINE BOLT i WIMONUT a! 12 -1/2 O.C. PANEL TO ANGLE DETAIL g(fi. H.\MM ILIMAMN NM. \L\\1\\.. 1111111. .1.1.11W .t111■11\:\\L \l.i ..\\1\ttl.. fizmi GLASS OR DOOR SEE IS& SEPARATION FROM GLASS SD/MULE - / GLASS OR DOOR )CONT. ® cowT. • R rASTCrgsN (Su ANCNoR SCHEDULE) TYP. TOP & BOTTOM 1 EDGE DIST. DIST - • • • Q 07 CONT. 1- x4'x.125 "OR 2 x 4" x .12S AL. TUBE V x 6" P.T. W000 BLOCKING EXISTING STRUCTURE V4-20 MIAOW BOLT s NINSIIIT 3 /2 -vr OL EXISTING STRUCTURE VA' MAX. O B CEILING /INSIDE MOUNT SECTION SCALE : 3" • 1' -0 SEE MIN. SEPARATION FRON GLASS SCHEDULE EXISTING STRUCTURE GLASS OR 000R FOR W000 (LOCKING USE 1/4'0 Y.S. LAO SCREW W/ 1-1/2" PENETRATION INTO W000 BLOCDGNG is 12 0.C. FOR ALUM. TUSES USE 1 /4'1/ Y.S. LAO SCREW W/ 1 -1 /r PENETRATION INTO CENTER OP STUDS LOCATED_O24' O.C. MAX. i ONE MIA SKS MIDWAY N STUOS. TWO- 1/4'*.5.5. LAO SCREW • 24' O.C. MAX. W/ 1-3/4' PENETRATION IN CENTER OF sTUO% • THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANELS. NOTE. USE OF THIS DETAIL IS LIMITED TO • 72 PSF. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" • 1' -0" SEE MN. SEPARATION FROM suss SCNED(LE EXISTING STRUCTURE EXISTNQ STRUCTURE EXISTING STRUCTUR SCALE : 3" • 1' -0" GLASS OR DOOR r RAWL CALK -IN OR ELCO "MANGERMATE" MOUNT FASTENERS W/ KEYHOLE WASHER 12 OR SIDEWALK BOLTS 0 6 -1/4" O.C. OR 12 -1/2" O.C. 00 NOT USE WHERE SCHEDULE SPACING IS LESS THAN 6 -1/4" (SEE ANCHOR SCHEDULE FOR FASTENER SPECS & SPACING) 0 BUILD —OUT MOUNT SECTION SCALE : 3" = 1' -0 ® CONT. TYP. TOP i BOTTOM W000 BUSHING W/ 1/4 -20 SIDEWALK BOLT (3 /4 - i HEAD) p 6 -1 /4" 0.C. OR 12 -1/2" 0.C. 00 NOT USE WHERE SCHEDULE SPACil40 15 LESS THAN 6 -1/4'. (SEE ANCHOR SCNEOULE POP FASTENER SPECS & SPACING) NOTE. CONNECTIONS CAN BE USED AT EITHER TOP OR BOTTOM. ® WALL MOUNT SECTION ® (DIRECT MOUNT) r TFtNS(flel Sa STBGIEQ (5!! ANCHOR SCHEDULE) TYP. TOP & BOTTOM CONT. 1/4_20 MACM(NE BOLT i WINGNIJT • 12" O.C. TYP. TOP i BOTTOM 510E CLOSURE REC'0. (SEE PLAN VIEW) 1• 1/4' MAX. \ ---1/4-20 MACHINE BOLT & WINGNUT 0 12 -1/2' O.C. v z U 0 N N 2 U W W z z N 1- r u 0 0 D. 4 Q w 0 W 0 r W W A Z) 1 0 a z W l7 O (2 Z z Z o - Y am C) _W N Z Z Z Z 4 o �O m V.J. KNEZEVICH PROFESSION Ft. LIc • N0: PE 0•,0-:3 Oats AR 1 fsc et• l AS NOTED resign by VAC . 0 N 1- 0 N 4 4 s N 2 T 1- u 0. 0 ■ z U UJ z 0 z O 0 0 O O U- 4 W Ul > 0 m o Q m o _ ▪ 0 .O LL N N 0) 3Y �o Z O )A V1 4 O C • .0 0I v v ! 21 I I 1 1 [ drawn by 00 t Ich.cM.a by VA( •raving no. 95 -549 f an••, 2 of 1 rTfRM PANEL SCkIEfllll F NEGATIVE DESIGi1 LOAD W FOR STUD ANGLE MOUNT TOP a BOTTOM FOR ALL MOUNTING CONDITIONS L wan. (FT -IN) L min. (FT -IN) 40.0 9-9 9 -9 50.0 9 - 2 9 - 2 60.0 8 -4 1 - 7 0 o 7_ 9 7- 9 _00..0 7_3 7 -3 90.0 6 - 10 6 -10 1 00.0 6 -6 6 -2 110.0 6 -2 5 -7 120.0 5 - 1+ 5 - 2 1 30.0 5 -0 4 -9 a 1 44.0 5 - 6 4 - 5 150.0 5 - 4 -1 160.0 5 -1 3 - 10 170.0 4 -11 3 - 160.0 4 _ 10 3 - 5 190.0 4 -0 3 - 3 200.0 4 - 7 3 - 1 210.0 4 - 5 2 - 11 220.0 4 -4 2 -9 230.0 4 -3 2 -8 PAIN. SCPARATIO'J rmato CLACC CC! ICDULE POS)TIV DESIGN LOAO(W) (P ; ACTUAL SHUTTER - SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE (INCHE MINIMUM SEPARATION FOR INSTALLATIONS GREATER TN E 30' AB HA0 HES) DAR NO BAR NO BAR 40.0 3' -0' 2 -1/0 3 1 -1/4 4'-0" 2 -1/8 3 1 -1/4 S' -0' 2 -1/0 3 1 -3/0 6' -0" 2 -1/0 3 1 -1/2 . 7 - 0 - 2 - 1/8 3 1 - 5/8 ' 0' - 5' 2 - 1/8 3 2 - 1/O . 50.0 3' - 0 - 2 - 1/8 3 1 - 1/4 4'-0 2 -1/0 3 1 -1/4 5'-0' 2 -1/8 3 1 -3/0 6' 2 - 1/8 3 1 - 1/2 7'-0' 2 -1/8 3 1 -3/4 8' -5" 2 -3/0 3 2 -3/8 60.0 3'-0" 2 -1/6 3 1 -1/4 4' -0' 2 -1 /O 3 1 -1/4 5' -0 2 -1/8 3 1 -3/6 6' -0" 2 -1 /1 3 1 -5/0 7' -0" 2 -1/8 3 1 -7/8 8' -4' 2 -5 /8 3 1 -5 /1 3' 2 -1/8 3 1 -5/6 4' - 0 - 2 - 1/0 3 1 - 1/4 5'-0' 2 -1/6 3 1 -3/6 70.0 6' -0- 2 -1/6 3 1 -5/8 7-0" 2 -1/O 3 2 7' -9" 2 -1/2 3 2 -1/2 GLASS OR OOOR EXISTING STRUCTURE EXISTING • STRUCTURE GLASS OR 0008 EXISTING STRUCTURE � t � OR x.125' AL. TUBE (OPTIONAL) e• SEEM SEPARATION FRON GLASS SClHE0ULE O7 CONT. SEE ANCHOR SCHEDULE Jt SCALE : 3" . 1' -0 TENSION FASTENER (SEE ANCHOR SCHEDULE) ®CONT. TYP TOP & BOTTOM O CONT. 1/4 -20 MACHINE BOLT L WINGNUT 0 12 -1/r 0.C. TENSION FASTENER (SEE ANCHOR SCHEDULE) 1/4 MADE 8OLT L WNGNUT • t2 -1/r O.C. SOFFIT MOUNT DETAIL 1/4 -20 MACHINE BOLT a. NUT 012 0.C. (TYP. TOP & 6077011) 1/4' MAX. O ALT. BUILD —OUT MOUNT SECTION .- SCALE : 3- - 1' -O" THREE 1/4 W000 SCREWS W/ 2 MIN. EMBEDMENT OR THREE W000 BUSIfgS W/ 1- MIN. EMBEDMENT (TYP. Al' EACH JOIST. TRUSS OR RAFTER) 2 x W000 JOIST. TRUSS OR RAFTER 1/4' MAX. 4 DECKING W000 JOIST ANGLE MAY VARY O CORNER DETAIL I SCALE : 3" - 1' -0" ANGLE MAY VARY Al T. CORNER DETAIL OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) O SCALE : 3" - 1' -0" 1/4 -20 S.S. BOLTS 0 12" 0.C. W/ WINGNUTS (TYP) 1/4-20 S.S. BOLTS # 12 O.C. W/ WRIGAWTS (TYP) 4' x 4° x .093' CONT. 3105 -4414 OR 6063 -76 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE 13 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" - 1' -0" SCALE : 1-1/2" - 1' -0" L E 2 3/6 HOLE FOR FASTENING PANEL 0 1 - 1/2" .1 AL. STUD ANGLE 1_1/2 SCALE : 1 - 1/2" - 1' - 0" 1/4 -20 STUD W/ NUT 1/4 - 0 RAWL CALK -IN W/ 7/8 MIN. EMBED. IN CONC. (,A 5 O.C. OR 1 /4'O RAWL STEEL DROP -1N W/ 1' MIN. EMBED. IN CONCRETE (ID 6 O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE '-NSIOE U z W Q U X In ® Vi + 4 V) a 0. 0: W 0 W W P ▪ Z E 2 I o y ZWE ▪ -O •^ • N Z Z ,- 4 O Y n u ° • o 0 - o ( 21IIII(J EMBRYAMMIMMOD 1 V.J. XNEZEVICH PROFS scat. AS NOTTOJ fd.flon by VAC V4/16 by [drawn t GO I Cn.cl.•0 by VJx drawing n.. 95 -549 .P..r 3 of ANCHOR TYPE • LOAD (W) . 2" EDGE DISTANCE 3" EDGE DISTANCE SPAN (L) FT. SPAN (L) FT. 3' -7" MAX. 5' -3" MAX. 8' -5" MAX. 3' -7" MAX. 5' -3" MAX. 8' -5" MAX. 1/4 "0 RAWL NAIL -IN W/ 1 -3/8" MIN. EMBEDMENT 62 PSF MAX. 92.5 12.5 12.5 12.5 9 12 12.5 12.5 12.5 12.5 11 12.5 82 PSF MAX. 2.5 12 12.5 11 12.5 7 9 12.5 12.5 12.5 B 12.5 12.5 �____(�-� 230 PSF MAX. 6 4 5 - 3 10 i© _� 12.5 12.5 + 1/4 "m RAWL CALK -IN & 1/4 -20 SIDEWALK BOLT (3/4"0 HEAD) W/ 7/8" MIN. EMBEDMENT x il 62 PSF MAx. 12.5 12 5 12.5 12 5 12.5 10 12.5 12.5 /Z 5 12.5 82 PSF MAX. 12.5 12.5 12.5 12.5 12.5 7 12.5 12.5 12.5 12.5 12.5 12.5 230 12.5 6 9 4 5 - 12.5 12.5 11 8 7 5 1/4 "m ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT iN nnithaUla> 62 PSF MAX. 11 11 11 11 11 11 11 11 11 11 1:2____,.. 1 11 82 PSF MAX. 11 11 11 11 8 9 11 11 11 11 11 230 PSF MAX. 7 _2______.--- 3 3 8 11 5 g 3 5 1/4"0 ELCO •'HANGERMATE" W/ 1 -1/2" MIN. EMBEDMENT "� "� 62 PSF MAX. 11 11 11 11 11 11 11 11 11 11 11 „... ....--- - " --..-.----....-- 11 9 11 82 PSF MAX. 11 11 11 11 8 11 9 11 11 11 230 PSF MAX. 7 8 5 5 2„..-•-• ---------- 3 ---- 3 8 11 8 3 5 1/4 RAWL NAIL - IN W/ 1 MIN. EMBEDMENT r 62 PSF MAX. 12.5 12.5 12.5 6 10 12'S 12.5 10 12.5 6 12.5 82 PSF MAX. 10 12.5 7 12.5 12 8 12.5 8 5 12.5 11 t___( - .I 230 PSF MAX. 3 - � - 4 - 1/4"® RAWL CALK - IN & 1 /L -20 SIDEWALK BOLT (3/4 "0 HEAD) W/ 7/8" MIN. EMBEDMENT X 62 PSF MAX. 12.5 12.5 12.5 12 8 7 12.5 12.5 12.5 12.5 10 12.5 82 PSF MAX. E512599 5 3 3 5 12.5 _ - 9 12 12.5 4 6 4 230 PSF MAX. 1/4"o ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT i.ulnialtua�nl' 2 PSF- 6 MAX. 11 11 10 11 6 B 11 1 11 11 7 11 82 PSF MAX. 17 11 7 10 4 6 11 11 8 11 5 230 PSF MAX. - - 4 7 3 S 1/4 "0 ELCO "HANGERMATE" W/ 1 -1/2" MIN. EMBEDMENT x i■ ;*:I uww:_-• 62 PSF MAX. 11 11 10 11 6 8 11 11 11 i1 7 11 82 PSF MAX. 11 11 7 1O 4 6 11 11 8 11 230 PSF MAX. 4 / - 4 7 3 5 3 1/4"o WOOD LAG W/ 1 -1/2" MIN. EMBEDMENT 6 MAX F 12.5 12.5 _1,2;S___...-------- 2.5 12.5 1 5 10 12.5 12.5 12.5 12.5 12.5 10 82 PSF . MAX. 12.5 12.5 12.5 12 4 12.5 12.5 12.5 4 12 7 230 PSF MAX. 12.5 10 4 6 - 12.5 6 10 4 6 - 5/16 BRASS W000 BUSHING & 1/4 -20 SIDEWALK BOLT (3/4". 62 PSF MAX. 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 HEAD) wi r MIN. EMBEDMENT 82 PSF MAX. 6.25 6.25 6.25 11 6.25 6.25 6.25 6.25 6.25 6.25 6.25 x ( ,111' ` 23o PSF MAX. 6.25 6 4 4 4 4 _ as 1 7a SCALE : 3" = 1' -0" V.J.�K PROFESSIONA, - 23- F. LIc.n PE • •.0 lac sia Ai MOT® (d.aign by t VJK (drawn by OG [checked by' VJK drawlfg n0. 95 -549 shoo L of L TENS SHEAR W LO CC z � I- u X CC W I- ln ANCHOR SCHEDULE FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) ANCHOR NOTES: MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL. FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING. FASTENER SHALL. BE LOCATED IN CENTER OF W000 STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 1. a REQUIRED FOR DIRECT MOUNT 40 6 -1/4" OR 12 -1/2" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. EXISTING STRUCTURE EXISTING STRUCTURE GLASS OR DOOR d +-4 SEE MIN. SEPARATION FROM 1 / Q9 CONT. TYP. TOP 8 BOTTOM GLASS SCHEDULE ISMT 3 OF 41 TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM 0 CONT. / -(2) OR 03 CONT. OPTIONAL. LEG DIRECTION 1/6_20 MACHINE BOLT s NUT 012 TYP. TOP 3. BOTTOM BUILD -OUT MOUNT SECTION 1/4" MAX. 1/6 -20 MACHINE BOLT t WINGNUT p 12 -1/2" O.C. 0 0 1 , :=3.] L . c 0 • 0. • • .1 2(1(11 MIAM PRODUCT CONTROL NOTICE OF ACCEPTANCE M1. U -DADE COUNTY. FLORID METRO -D.4DE FLAGLER BUILDING IIVILD1dG CODE COMPLIANCE OFFICE sIETRO..DADE FLACLCR 8L'ILD1N„ l:u w•Fsr F :.ACiI.FR STREET. SUITE apt \Il.Aell. FLORIDA 33 :30.15,.■ ; j1)31 37 FAX 1305, 375.2be:i CONTRACTOR LICENSING SECTIO4 t k13i 37!._)_; IA\ 0051 375 -255.i ii cstshorc Glass Corporation 5300 W. lCnov St. Tampa FL 33684 -5316 CO ■YRAL'TOR 1 :N1'ORC1 :SD:NT SECTIIOV (305: 3 FAX :305' 375•24, :5 lour application for Product .-lppro%al ot: PRODUCT CONTROL DIV1sIUV Sttnpane 4500 Series. Flush Glazed Aluminum Storefront Si:rlent 0)5' 373-2911' FAX , 305: 3 _•03 i under Chapter 8 of the Metropolitan Dade County Code governing thc use of Alternate Matcriaa and Type, of Construction, and completely described in the plans. specifications and calculations as submitted by. .. applicant. along with Drawing ;V0.98- 4500. Sheets I ihru 4 of 4. (This .N renews .VOA o. 95.0629.04.) 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 pfge -. This approval shall not be .atid after the expiration date stated below. The Office of Code Compliance reserves the rt,ht to secure this product or material at any time from ajobstte or manufacturer's plant for quality control testing. If this product or material tails to perthml in thc approved i:l.uutcr, the Code Compliance Office may revoke, modify, or suspcnd the use of such product or material immediately. Thu applicant shall re- eya :uate this product or ntatcrial shocld any amendments to the South Florida Buildi7ig Co. _c be enacted affecting this product or material. The Building Cudc Compliance Office reserves the the r'cht tr' revol.c I::ts approval. if it is determined by the Building Code Compliance Office that this p roduc: or material fai :s to meet the requirements of the South Florida Building Code The expense of such test ;n_; i I1 he incurred by the manufacturer. .acceptance No. :98 -051 LOl Expires. 11/16, "O1 , v- Raul Rod iguez Product Control Supervisor THIS IS THE CC)VF:RSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS Th:s BUILDING CODE COMMITTEE application for Product 1 - trn�al has been s een revieu:d h_y the tNfetropol'ta Dade Counts Building C'�, ?; Cc,Inp :'ance D :p;:rtmc:nt and a r � � � � � pP o t.d by :he ;tending Code Commit :ec t be used in Dade : iorida untie: the conditions set forth aho■e. A ppro% cd: 1 1105/98 ...s ang t �Fj.F� Director Building Code Compliance Dcp :. , Nfetropoli,an Dade Coant■ Internee mail adds,,: pn •ema,lecnbaeld,ngcodrunlineeom 442„/ HomeyuKr: huilJeugcudaunliec.cnat • • 5.1 Westshore Glass Corporation ACCEPTANCE No.: _ 98- 0511.01 _ APPROVED NOV 0 5 =S EXPIRES . November 16, 2901 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95.0629.04, which was issued on November 16. 1995. It approves a flush glazed aluminum storefront system. as described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building Code, 1994 Edition for Miami- Dade County. for the locations where the pressure requirements. as determined by SFBC Chapter 23. do not exceed the Design Pressure Rating values indicated in the approved drawings 3. PRODUCT DESCRIPTION 2.1 The "Sunpane" 4500 Series Flush Glazed Aluminum Storefront System and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 - 4500. titled "Metro Dade Hagler Building." prepared by Westshore Glass Corp., dated July 22. 1993. revised October 6. 1993, sheets 1 through 4 of 4. 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 aonroval amities to mnttipI. unit appti of an aluminum ctor.front avatom. t' -d vn:s' 10 the maximum height (span) and mullion spacing and for the Design Pressure Rating. as shown approt cd draft int 4. INSTALLATION 4.1 The "Sunpane" 4:00 Series Flush Glazed Aluminum Storefront St stern and its components sh.,il be installed in strict compliance tttth the approved drawings. 4.2 The instal!ation of this product will require a hurricane protection system. LABELING Each panel shall bear a permanent label with the manufacturer's name or loco. err:. state ;_nd following sta:ement: "Miami -Dade County Product Control .Appro■ed". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for ouiiding permit shall be accompanied by copes of the follow 6.1.1 This Notice of .Acceptance • 6 .1.2 i)up!i.aie conies of the approved drawings. as identified in Section 2 of this Notice Of .Acceptance. clearly marked to show the components selected fir the proposed installati 6.1.3 Any ether documents required by. the Building Official or the South Florida Building Code (SFBC) in order co properly evaluate :he installation of this system. \fan el Perez, P.E. Produ Prod ( Division ntro! Examiner 0 \\ ests)ture glass Corporation ACCEPTANCE No.: 98-051I.01 • APPROVED EXPIRES : Noscmbcr 16.2001 NOTICE 01. 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 e:Sht (8) years. Any and all approved products shalt be permanently labeled with the manufacturer's name. city. state. and the following statement. "Miami -Dade County Product Control Approval". or as specifically stated in the spec tic conditions of this Acceptance. Renewals of .- acceptance a ill nor be considered it There has been a change in the South Florida Building Code affecting the evaluation of this prod :et and the product is not in compliance with the code changes. The product is no longer the same product (identical) as the one originally approved. ti tho lceopianca tiol der ).oa not eon.pGed .. ;.I. utt .he rcyu;rwn■nta of d.;a a...upta..a.b. iu�luJiun t;.. correct installation of the product. The engineer who originally prepared. signed and sealed the required documentation initia!I> submitted. is no longer practicing the engineering profession. 4 Any revision or change in the materials. use. and.'or manufacture or the product or process shall automatica!!■ be cause for termination of this Acceptance. unless prior written approval has been requested (through o( revision application w•itit appropriate fee) and _ranted by this ofticc. Any of the t.11outing shall also be grounds for rc:nu.af of this Acceplan,:e. a Lnsatisfactory performance of this product or process. 5. Misuse of this Acceptance as an endorsement of any product. for sales. advertising or any other purposes The Notice of Acceptance number preceded by the words \Ii,n..Chdo Count.. tior ;da. a,iJ Iulij "cJ by the ::.vplrauon alit may be displayed in advertising literature. If any portion of the Notice of Acceptance l; displayed. then a shall be done in its entircR. A ::Op■ of this , \c..eprance as well 75 approved drat s and other documents. %%here It applies• shall t' provided to the user by the manufacturer or its distrtba:ors and shall be available ;or inspection at the job sit:: at all time The engutcer need not reseal the copies. Failure to ;empty t.it!1 anv section of this Acurnance shall be cause for terml::ation aid removal pt Acceptance. rfus Notice .)f Acceptance consists of pates ! 2 and tills las; page 3. END OF THIS ACCEPTANCE Man e. Perez. P.E.. Product C Pro • ct Control Division NOV 0519 trot Examiner BILL OF MATERIAL 4501T-CL HEAD /JAMB /MULL 3 PCS 96° 2 PCS e 45 3/8 4901T -CL POCKET FILLER 1 PCS Q 96° 4502T -CL HORIZONTAL 2 PC3 E 45 3/8° 4503T -CL SILL 2 PCS 8 45 3/8° 4504T -CL GLASS STOP 4 PC; @ 45 11/32' 4571 -CL PERIMETER 1 PCS @ 96° ACCESSORIES 6003 -AM VINYL FOR 1/4° GLAZING 120 FEET 6005 -AM SETT :NG BLOCKS 8 EACH 6008 -AM SPLINE SCREWS fI0 X 1° 24 EACH 4 0572 -50 MATER DEFLECTOR 8 EACH 23183 -50 014 X 2' FHWS 28 EACH 4 LITES 46' X 46' 1/4' CLEAR TEMPERED WESTSHORE GLASS CORP. fCM.X. 1/d'-r-0' 04411mb lfv' OATt. 722/3 NAV 1 KG *SAM 98-4500 t METRU —DADE FLAGLER BUILDING WARN VIP PR & IR VanV Mb 10/11/114 I 4 OF 4 4rFfTC:;, RS C. S: v N;74 TY: ci•TH V.03!3.1 S :!';.Glt.■ .70' / 4 ROL C:v.S CN BU;LOINC COY. Q ZU147Lr.:NC[ Cfr c: Acrvrtt c: WES 1 SIRE GLASS CORP. METRO -DADS FLAGLER BUILDING 4 40.1131422 all Mir � R. a 1 ' I . . curizTo I won 1 1 C • i F I h E 13 ,. a 1 , a } a 1il • Siet.. 13 •} a SAaJ WES 1 SIRE GLASS CORP. METRO -DADS FLAGLER BUILDING aCa.ai IA • m' -0' 40.1131422 all Mir � R. a M1 •/�/M rya Mb 10N10 Mania 0000 98 -4500 curizTo I won 1 1 C • i r* T S ILL ARDVID 0.t COXAv'sM =T11 MI StrOn f C JQi mCIR8 IACf •07 OMEXII Snit.002 COM =Nam OfVIci ccpu t'tap 91%- Q DESIGN PRESSURES DESIGq PRESSURE RATING (POSITIVE) +55 PSF DESIGN PRESSURE RATING CNEGi TIVE) -55 PSF NOTES FRAME. SUNPANE SERIES 4500 FLUSH GLAZED SYSTEM GLASS, 1/4 • TEMPERED CLEAR ALUM FINISH CLEAR ANODIZED MATERIAL EXTRUDED ALUMINUM (6063) ALLOY, (T5) TE►IPER. INSTALLATION SCREVS AND 14ETHOD Or ATTACHMENT HEAD 014 x 2' FHVS LOCATED 5' FROM EACH CORNER AND I1.LLION, THE REST AT t3 1/2' o. c 014 X P' FHVS LOCATED 5' FROM EACH CORNER AND MULLIC14, THE REST AT 13 1/2' a c. JAMBS 014 X 2'rRVS LOCATED 6' rRQ4 EACH CORNER AND 16 7/0' a c. 1 WESTSHORE GLASS CORP. tiETRD —IDAD£ FLAGLER BUILDING masbi 01 " 10 C .. mar - a 4 • C044 siw ante pow.. MEM Mans 98 -4:3c1 sommoze 1 1 sow 4200211 3 0 4 4SQ I T � t 2X d00D BUCK 4. 5 voyo * COMPtY410 MTN PK MOH F1004 pULDI G COOS o„ n a0i dwTW euan,aG tOO1 f1l+AaCC 0 1 1 '0 ACUMACI aG .1&-E0sa'� �., CAULK (TYP. ) 1 SIT SILLFRANE ON el A ND OF SEALANT. 4. 4400 502T 1/4 a .. CAULK < TYP. ) 1 3/4 C WESTSHORE GLASS CORP. 1ETRZI- Df-1DE FLAGLER BUILDING WIaa 111111111 w .. e awn aroma t Q d nIWDMA as c6il7t7112$ w'T8 ru ZUJih It WIIGIK CDDl I Saa. 1 TKOs. OP FS @I 8640JIG 0601 CUIet!JUett QI1:CU c c*rAeti 00. 3.51 q a t c ^71 1 3/4 4501T Al AM •IAMI -DA11it comm.. noisifoot 1t61It0-uNWt t'4,, GLitR RIIILDOC wn ainG etrae i.ost iat4c gv!<It .. . . I15T (, O ADE Man PRODUtt`r CONTROL NO'! ICS. ()F ACCEPTANCE, 1+4 wry 1fN �Vlttttslbure Glass Corporation . (boa MUM M P LORIo"► °a,x1 a FAX (M! 17 3-311011 5300 W. Knox St. Tampa � TXACTa,x ucerturea sec.nott VI. 3 36/14-5216 cox -am UHI tiitrr,ttcatststenos Your application fur Product Approval n1: nasr 37 3.3966 Prix MS, 37S-2M "Bra 1UU(.7 LbrfT1Of Ol VISION p ( Narrow Stile 4 /uminwn Storefro Door (ws) 1 FAX (30S) 372-433, under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Mat . Types of Construction, and completely described in the plaits, spcxatit:atint�,, and calculati e s and - ipp/icant, along with Drawing Nu. 911 - 31009 ,S'heetr 1 lingo of S. Renew Fi /e Na, as ubmiluad by: 9.>- D.327.11-I • has heen recommend for acceptiuit:e by the Building Code (ontpliancc uMce to be u h i County. Florida under the specific conditions set fort on es 2 in Conditions nn page 3. (� c.t � ;end the Standard Conditions 'Phis approval shall not be valid after the expiration date stated below. The Office of Code Cock: t;'ocu Compliance pli:inc:.: Mice that reserves the right to secure this product or materiai at anytime from a jobsite or manufacturer's 1 quality control testing. If this product or material faits to perform in the approved manner, the Code Office may revoke, modify, Or suspend the use ofsuch product or m plant for applicant shall re-evaluate to this product or material should any arlt111Cnd l tucntc to the South T o The Code be enactor! affecting this pr or material. ial. 'tile Building Cock Compliance (Mice reserves t h e Building the right to r-vuke this approval. ilk is determined by the Building ht finis ine product or material tails to meta the requirements of the So nth f :IoriJa 13uildi such testing will b.: incurred by the manufacturer. ct Cudc. The expense of Acceptnttce No.: 9 H:0610.08 Expires:09 /14/01 !taut igucc Product Control Supervisor THIS IS TUE co '!:UtSIIEl:'f , .SEF. ADDI'17UNAL PAC:FS FOR. SPECIFIC AND CONDITIONS - ' — - C:FNF:RAL 13U1LAIN(; COD Ih1 l( l( CODE Ek: This application lot Product A - -" • ---� -- C'n�lc Cuntpliaarr Department and approved icy the t llitil�li ny the udc Committee Dade County 13ui1Jing Comity, Florida hinder the conditions set forth above. S utiilt..: to he used in Dade Approved: I amayoJt .7 (i Director Building Code Compliance Dept. Metropolitan Dade County Initrbet /tr:1 •ddcess: postwulerObgItdiugrnJe4atiae .Crr1 I Inmsettslje: Igtp ;//„w.enildtnae. /eowl:oe.s•as 2)¢Ilfit'TYI?Y R •;Cn Fc4ia ;+ea; a•ra..��..t..•_._..... p.01 • MovJ26-96 02:OeP or to A CF.PTANCE No.: APPROVED EXPIRES : ispisinkivAim I. SCOPE: LYQTICK UR sc C LC Nl) 4n 1.1 This renews dte Notice ofAcc prance No. 95 -0327.03, which �provts an aluminum outswing storefront door WAS tl�ttal on September 1 4,J995. ft Aoteptancc, d to comply • as described in Section 2 of this Notice of Accep-nade,Coon p y with the South Florida Building Code (SFBC). 1994 Chapter 23, d not exceed for the locations wheat the pressure t aned Edition for p Design i t ure Rating values requirements. i t approved drawings. S 2. PRODUCE' DESCRIPTION 2.1 The Series "Saaapane" Oobwing Narrow Stile Aluminum Storefront Doors and 1 shall be constructed in strict compliance with the following documents: Drawing its Sheets t t through S of 5, prepared by manutactunr, c" ua 98- 31009, beari Sheets 1 hr Count P , dated 7/_2/98, revised on 9/10/98. Y roduct Control appmval stamp with the Notice of A � the approval date by the Miami -Dade County Product Control Division These d �e mbar and hereinafter bc referred to as the approved drawings. ZhCSe documents shall 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of approved drawings. Single door unit shall include described doors and single door only, as shown in 3.2 Unit shall bc installed only at locations m � in the active leaf otthis approval. between the edge of cano P reefed by a canopy or overhang such that the angle or overhang to sill is less than 45 degrees. Unless unit is installed in non- habitable areas where the unit and the area are designcxi to accept water infiltration. 4. INSTA LI.ATION 4.1 The aluminum storefront doors and its eompone:nts shall b` installed in strict co :approved drawings. compliance with the 4.2 Hurricane protection system (shutters) the installation of this unit w protection system. ui�e a hurricane S. LABELING ING S.1 Each unit shall hear a permanent label with the manufacturer's name or logo, cif, state following statement: "Miami -Dade County Pnoduct Control Approved) ". y and 6. BUILDING J'ERMIT REQIJIREMENTS 6.1 Application for building permit shall be accompanied by copies ofthe followin : 6.1.1 This Notice of Acceptance g 6 . 1 .2 Duplicate copiej ol' zppmvcd drawin �om Acceptance, clearly market! to show the c s identified in Section 2 of this Notice of 6.1.3 Any other ponents selected for the proposed installation. d ocuments requin`d by the Building Official or the South Florida Building Code (SFBC) in order to properly cvalua1e the installer n of this sync Men I Peres. P.E. Produc ratrol Examir Procluc .nntrol Division s P.os . w-48 -9a 02:08p • ArCEP'rAMC.r No.: APPkOVCD s 1 81 Exrtks iteateabiLmisL f' OTICE QF.AC CErrAly _>P. � ►r �� ,, � .... 1. Renewal of this Acceptance a '�L'_�a� m (approval) shall be consicicted after a renewal application has original submitted documentation. including test su pporta g dat a, eng ineering documents, brtyt filed �Ild a eight (1) yam_ am no older than 2. Any and all approved products shall be permanently labekd with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stared in the specific eot1dizion, of this Acceptance • J. Renewals of Acceptance will not be considered if: a) There MS bcen a Chance in the South Honda Building C the product is not in compliance with tlw code changes. ode affecting the evaluation of this produa and b) The product is Ito long the same product (identical as c) ff the Acceptance holder has rant ) thc one originally approved; correct installation of the product; complied with all the rCgcii cots of this aeeaphn including the d) The engineer who originally prepared, signed and scaled the required dncum no longer practicing the engineering profession_ entatian initiall submitted is 4. Any revision or change in the materials, rase, and /or manufacture of the product or be cause for rennin:16cm of this Acceptance. unless prior written a puss shall roug tatirally oval has been � � ( tiling o f revision application wilt anted t appropriate tee) and the g by this orrice;. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of dais product or process. b) Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other 6. .The Notice of Acceptance number prcccxlc:d by the words M ;am; -Dade purpose. expiration date may � 6 literature in advtrtisin County- Florida, and followed by the displayed, then it shall be done in its entirety, . If any portion of the Notice of Acceptance is 7. A copy af this Acceptance as well as appnwed 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 21 all time. The engineer need"noe n. al the copies. . R. Failure to Comply with any section ufthis Acceptance sltaf be Cause for termination and removal of Acceptance. 9. This Notice of AcCeptantce consists of pages 1 , 2 and this lust page 3. 1 Mantic ' crer, P. E.. Prodtsc Product frivol Division . • l l;x9nin�Y Ems or Trrrai Ac:CEPTANCE - 3 - P.03 •1 -08 OS:OQP • • . • • WESTSHORE GLASS CORP. METRO —DADS FLAGLER BUILDING Lila:M=1mm 1:2717,11:2=e1 ammo samor 98 - 31009 Marto rS crwr mr 111 t p.,' sa li FL �„ BUtt :ac c"x:E DAT Pi PkOCU p.• : . P.04 • Y • ; Nov 4 25 -98 02:07P TEST PRESSURES UNIFORM STATIC PRESS. FULL TEST LOAD (PA 202 -94) POS. 30 SEC +64.9 PSi UNIFORM STATIC PRESS FULL TEST LLIAD (PA 202 -94) NEG. 30 SEC. -611.9 PSF DESIGN PRESSURES DESIGN PRESSURE RATING (POSITIVE) +43.2 PSF DESIGN PRESSURE RATING (NEGATIVE) -43.9 PSF' NOTES MDR FRAME• St1t4DANE — � - SERIES 4500 FLUSH GLAZED SYSTEM DOORt NARROW STILE ALUMINUM STOREFRONT HADWARE. AT ACTIVE PANEL LOCK, 33• FROM BOTTOM* ONE 3 -POINT THROW LOCK, ACTIVATING THROW BOLTS AT TOP AND BOTTOM, KEY OPERATED CYLINDER ON EXTERIOR AND TMUMB TURN KNOB ON INTERIOR AT TOP AND BOTT<!I OF INACTIVE PANED. LOCK STILE* ONE SLY OPERATED CC 1cEALED THROW BOLT. OFFSET PIVOTS ONE AT TOP & ONE AT BOTTOM OF INACTIVE PANEL LOCK STILE. ONE AT TOP & BOTTOM OF EACH PANEL JAMB STILE. ONE HORIZONTAL PUSHBAR ON INTERIOR OF EACH PANEL. 44 1/2 • FROM BOTTOM. ONE PULL HANDLE ON EXTERIOR OF CAEN PANEL. 41° FROM BOMB,. TNREsHOLD IS AN EXTRUDED ALUNINUM SADDLE TYPE 1/2 ' NIGH X 4' WIDE. *4 STANDARD SURFACE MOUNTED CLOSERS. INSTALLATION SCREWS AND METHOD OF ATTACHMEWn SILL1 *14 X 1 - 1/2' FN WOOD SCREWS LOCATED 6' FRAM ENDS AND A MAXIMUM OF 14' 0. C. HEAD *14 X 3' FH WOOD SCREWS LOCATED 6' FROM ENDS AND A MAXIMUM OF 24' O. C. JAMBS' *14 X 3' FH WOOD SCREWS LOCATED 6' FROM ENDS AND A MAXIMUM OF 24' 0. C. GLASS 3/16 • TEMPERED CLEAR ALIBI. FINISH' CLEAR ANODIZED MATCRIAL, EXTRUDED ALUMINUM (6063) ALLOY. (T5) TEMPER. • P•00 • a • Nov =20 -90 02:07P AFPaovto is cram rem r"nH nt_ DA sovn+ ri et o BY '•tit c►r.:;: i swum CC: `• CGYFi • 8 • 4542 /ft/ /1//1/ 4 7/16 z 1/2 6002 8007 I 'IIII tll �IIII' 3004 -AM 05212 5/8 1' i P.04 • . NOV *5 OO 2 :07P 1 CAULK C TYP. ) 1 • ta A P.07 ::. :r ,•.! •4 • s " • • It e WESJS}IORE GLASS CORP. NETRC -MADE FLAMER BUILDING wastauw I 611 M • • UMW vww '1 8009 1 11/15! 8036 8335 15/16' 15/15 MANE CONSTAWC:Nft CANER CONSTRUCTICA IUTt HINT CORNER CWSITOKINO$, TOP MANE CORNERS ATTACHES WITH LINK 3 1/8' X 1 I/4• X 1/!. THICK "MOWN C4TUKA KEY, SEMMES TO FRAM Ale Y1TH TV0 010 X 1 -)/4' MSC AND TO HEAD VIIM TWO 110 X 3/4• FNSNCi S1U. THREt11LILD ATTACHE) 11114 ONE CONNER KEY, SECUNE: TO SILL V11H II40 110 X S/it• roams AND 1] TAW :YO PIO X s/S' PMSNS PANCt CONTi1UE110 1 CMRR CONSTRUCTION PANEL, CORNERS ARE ATTACNKO Ar THE TOP AND OOTTDN RAILS, EACH VITN 1 v T HREAOCO AOt. ral LOOT*, SECURED NUN i bR' ANT 417 EACH ENS a 0 ONE ONE PAIR ONE ONE IMO PAT a • 01LCSs11/V • 48002x:!6 4 411410 204 S• I804I000L111 s 4110$c•4IT11 7 6/007036 s 41000014 f 411•sCOI 12 1w000L'1I0: 1l 7110000)100 :2 71M1004023) LI 71COOCISIC :A 711000Al134 :S 1POCOS3 4114P Li 10000A1l1( 17 =IIOOOAIIl2 IS 7K00>A:)37 3t 1M001CJ21SL 20 E110OVC:2112 2: S18CIA41212 22 770001413412* 23 770Z0A31 3a 24 70001A28101 At 70004182828: 1t 711009C•P20 27 71100401P21 21 7100141241.3 21 71COOA24111 11• 78000MPO1 It TOCOOAOPI 32 7i000A1004 01 /18/08 ,13&L 01 MAT*RIAL POOOOC1i 1 M1t001•CL 910/ 730E 111 HARDWARE: MNIClU3PTC011 8091-C. L11 P7' 171181 03 7!)1 •001•CL OR W 1?3LS 93 7/32 8o02•CL OOP BAIL 32• 0.03.06 10V0M RAIL 20 :/1 84101•CL 411 STYLI OP 100•• 8t)181 1?Zt.1 43 7/31" 1117.0.. RC.1:, 0"..ASS STOP 32' 4048.= YLAr stA1s STOP 10• 1ct1•C AITRAOAL 11 7/17 :ttI •C: IUJ. POOLS 1101141 KM 1AR )1* 20011 11)3• 100) 3 PT. LOCI 1/0 ss 6112 -c'. 1 Pt. 411 11111.1 7PLT 1,04.1.'0 1 /4• :7 ^.8 NUT $2A 10.4 tt.C$37 1211 MR PS 0 tau :: •21E -AM ):0•:+ R 33 1/2 RCP 1,92-AM :! 1 117. '!'00'2!1 14A18128 1177 -01 3:4.:8 *32* CUT .213:41C I : /':- 1ST L.N. 7}1P 411201IC 4 UT 1.R. 14.? c; :.1.47 4,11:: PCP 21:00 13521 -40 :2VI:.i28R SWAM 21111.40 L271'.11lA 1C:M11 26211.3: :27::: 8'.. - SCR 16211 -17 1 1 PAEC:R ::K CLIP 1020 -CL n.211* 801.: :8• ::811-:1 PM OAR ILCC34I 2320343 148:Mf.2IASI POR '7407• 21:_2.30 %CCR 111,1M0 8 :2CR :It! -C_ C7+160'21 M/'l1A1st'iRY :46 : -A1% 1/4 -23 s :/a NRX 30.:' 11tt -A414C 72' XIS R.2D :R! warn TY ....... RA 1 : IA 2 AA 1 RA l IA 1 314 • RA • CA : to 2 !A 2 2A i 3A 3A 4 IA 1 RA 4 RA 1 RA 2 RA 1 SA • 2.Z:t CA 2 CA 2 St 2 RA 81 r3 2A 7 S,1 • RA 6 CA 1 2a t1 RA • 2 TWA /OP LOCATION MANUFACTURER QUAhTR11► OE5CRIPTION ONE 3 -POIN' THROW BOLT LOCK ACTIVE PANEL LOCK REGENT 7333 ACTIVATING THROW 80LTS STILE. 37 FROM 3OTTCM TNROPN 301.13 TOP AND 80TTOM. KEY OPERATED CYLINDER ON EXTERIOR AND'MIMS TURN ON PITARIOR. MAUALLY OPERATED CONCEALED AT TOP ARO BOTTOM AECENI +±08 THROW •OLT. OF INACTIVE PANEL OfV$ET PIVOTS AT TO ANO NCTTOMOf PANEL REGENT 4307 HORIZONTAL RUSH 8AA ON INTERIOR OP EACH PANEL. 44 TAT FROM NOTION PULL HANDLE ON EXTERIOR OP EACH PN4EL, 41` FROM 10TTOM 1 O L .1 4 mos: 11 TAR vi M 0I 71.111111 I{Mi iM.1.s1>�• .»10/71 111:L OF MA712: AL 1 SISCCC731471 M2431 -C. et? ` :s. Pt SC1 35 4.5 ZA 121 F11A7 CE.s:R: P! I .N . 1114 :04RY: 13; :•C: 32yB :11 11 1 4 4.S IA : 1 41S11:1s.PY 5141 -C•. 32.711 :1 13 I 1 4.3 l-A 1 .41':3M' »? 14114N. :.SC:.: 4 1 'i 1T iR SA 4 011 4 :114 -t: :K M'•M :P :A 1 1 4111o1A11_:7 7111:.50 ,.: 1 1 1 4 1041111 PK .ti 1 /5110e.:27 :i3 23:4143 :: ■:4 1: S; s PO WS 7-1C . :/ 7 suacui31t 23C$1.1: :: -I4 X 1;11 1WJ7w FK . :1 i 1R034110:7.4 1004 -AR P:.1 K124111D{ :C3 KL O.CIS4 1 4IID70114M :E 1111.KE X311 14' SA : 1: 1121 :eA332l4 37 : 1s -1C :. I s FY.Rl1 O< .01 1: 44112:la? 4112 -:. :2=112 3P 7:' th 1 • ?AGE SOF1