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BP2002-177C ` .. MIAMI SHORES VILLAGE 5 Q 4`' 6 'VUILDING DEPARTMENT Type Insp'n Permit No. Name 305- 795 -2204 Building Inspection Request Date A.° / ; - °R. Time Approved Correction Re- Insp'n Fee I r 1P 6 2 -/ 77 L �® v fao Aid' Address Company �� Phone # # e �3 7676 /'Z�1�.�� For Inspector: ` °13 "OaZ Name & Dat mod` c_c,L d 3 9X 7 ,.96 213 7 O.7 Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 3 - /r . Re- Insp'n Fee Time Type Insp'n Permit No. � t CO2- //7 Name Address Company ems ,Lam` Phone # pprove For Inspector:. /_ 76 2, Na MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date "i/ .42 Time Name Address Company Phone # Type Insp'n �o/� >e/qj - j4/af( J Permit No. ,� �� •L L2 2 17 I2o7 A lb Correction Re- Insp'n Fee 7 - 2 0 - 7 4 7 6 For Inspector: Name & Date Approved ❑ )4-e_el o PERMIT APPLICATION FOR MIAMI SHORES VILLAGE /d-03 -' t2 /Job Address / Z 0 7 /v6 Pit FT C Ce Folio /fr oz - 01 /o d Description /2o 7 /vr 9.Z C Historically Designated: Yes No uer/Lessee / Tenant r(,[. ,„) Master Permit # v & ner's Address / 7 Ai r 92- s T / 1 J'%K, , Phone ntracting Co. C - G 04 C#/of CC al/ '44.•6 Pw f �vc... Address ///AUG .!d /AV t %E E7 ialifier (Pe/''n01-'v F . G1.J14vr 9 Phone7 6 "Z/.'" A 7' rate # Municipal # 5 j Competency # © /,e' r00073 Ins. Co. Z 0 .rchitect/Engineer Address 3onding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /� N /�G,�}Gr� Al" clot. CA)/Ai. /Ai. G n o(✓J Square Ft. 33 sf, Estimated Cost (value) 7 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. in compliance with all applicable laws regulating OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wor construction and zoning. Furthermore, I authorize the above -named contractor to do the :_.. i i?/Pr7 Si ature _ and/or Condo President Date Signature o actor or Owner- Builder Date r i i 6 V2 f. 6 k>. I <,-. ,)"e . 00- 03- Of 1 7 ./( 7 /V Notary as to Owner and/or oC ndoPresident Date qtr as to ontr. oLo • � er. r � [� bF AQI�IaS Date ommission E My Commission Expires: APPROVED: Zoning Mechanical f d Ir e( Building � ` ' Electrical Plumbing Structural Engineer PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /0--03 -- 0/Job Address / 2t 7 4/F ?; rr- c tetrax Folio //✓3 -r— DL7 -0✓?/O Legal Description /20 7 N[ 9z. s RP T Owner/Lessee / Tenant gt,<,,C�AJ (� r cf'," Master Permit # Owner's Address 7 - 7 /'fl 9L .s T 7 "4 1 3 t 1 -64rl, /, Phone Contracting Co. G[ t C-lioiCe G!J(... / 6ic� rr r ;�tic. Address /J,296 re-ti 40 ^ f - Qualifier er -AS G Phone' /4 °"2 F 7674 State # Municipal # V7 /1 /✓ _- ? Competency # rr5/18roc o7 Ins. Co. 2 giC,/Cor Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MEC ROOFING PAVING FENCE SIGN WORK DESCRIPTION (.= I"1_ 2 c /� OA, G (✓J Square Ft. 33 .S'"; WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all wor construction and zoning. Furthermore, I authorize the above -named contractor to do the Signature _and/or Condo President CI /6 x,,56 f Date /0°- C Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical RADON REINAIDO DE ARMAS " COMMON 1 DD 472 s ` " � E1lP FED 11 2005 414 it (JP ,A OM* r *MOM WWI C.C.F. NOTARY Building Historically Designated: Yes Estimated Cost (value) No Signature o as to ommission E o" actor or Owner- Builder Electrical Plumbing Structural Engineer in compliance with all applicable laws regulating erk a 0 DE ARMAS GOMMISSCN *DO 472 EXPIRE$ FE811 2005 BONN! THROUGhl ADVANfAde NOW& BOND TOTAL DUE fft46K/ Date 7 METRO-CADO i PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Your application for Product Approval of: 3 /rd SP"./.1 Series C-700 OulswingAluminum Casement Window - lnipact (3/16" Annealed- 1/4" Tempered) 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. 330, Sheets 1 thru 10 of 10. (For listing, see Section 8 of this Notice ofAcceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97 Expires:04 /16/01 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:04 /16/98 -1- 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 (305) 375 - 2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodl iguez Product Control Supervisor U'h s anger`, t Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : /lwww.buildingcodeonline.com Vinyl Tech/Progressive Glass Technology " ACCEPTANCE No.: - - - 97- 0212.01 APPROVED : APR 1 6 1998 EXPIRES : APR 1 6 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series C -700 Outswing Aluminum Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. 330, titled "Vinyl - Tech Casement Series 700," prepared by Progressive Glass Technology, dated February 12, 1997, revised March 20, 1998, Sheets 1 through 10 of 10, 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 he referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product may or may not require a hurricane protection system. See Sheets 1 and 2 of the approved drawings. 5. LABELING Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue Produ - 2 - Perez, P.E., Product Co i of Division trol Examiner Vinyl Tech/Progressive Glass Technology 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 97- 0212.01 APPROVED : APR 16 1998 EXPIRES : APR 1 6 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. the engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Manu; Pere , P.E., Product C Produc ontrol Division - 3 - 1 Examiner 00 MAX. 62 50 { : C / _\ /1 \ % / / / e _.....i 8 ---1 23.8 55.000 28.875 7 7(1 nn AAASi/ 64 76.00 MAX. 64 00 MAX. 8 74 8 35.653 37.25 50 X 8 76 00 64.00 74 50 f D X0X ■ f 36.125 - 36.125 1 C 74.50 MAX. Molina': R evision 3: Drawn Br R.S. Revised By: D.B. vendor Na.: A A A 2/12,97 Dale: 3/20/98 Scale: N.T.S Classification: Des Addre NON - IMPACT WINDOWS (MAX. HEIGHT OF 76') 1) GLAZING. DSB. 3/16" ANNEALED 2.) CONFIGURATIONS: X,XX. 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 6 & 7. 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 6 & 7 5.) HURRICANE PROTECTION DEVICES MUST BE INSTALLED. NON - IMPACT WINDOWS (MAX. HEIGHT OF 64') 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: X,XY.,XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 8 &9 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 8 &9 5.) HURRICANE PROTECTION DEVICES MUST BE INSTALLED. r.uenr. r oery a.# &.••c APPROVED AS COMPLYING WITH THE SOUTH FIRMA BUILDING CODE OAT : AIL 98 BY %ji '� PRODUC Cs 1101 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 97 "0212.6) Prod. Category: I Series /Model: CASE 700 —^`—� __-_ pro jt A ass' techoolocly f rs.r.s wr w wr Item: FRONT VIEWS, ELEVATION S.re: Sneef: 1 or 10 Oro..ng No.: Rev. P.O. BOX 1529 NOKOMIS, FL. 34274 B j5.30 000 / XOX MAX. SIZE A B 1 C D mri6 ] • • • 7.000 19.87 C 1dby EMMvlrix.r• 1P4 101•JUt11 IIWirI•] 000 / -- " , i , 6.01 "-I 6 / \ / \ / \ / \ WIN I1. MAX. 63. ANCHOR 5.000 - WINDOW • OM_s 6.000 MAX. SPACING 1 11.000 \e -� 1 0 71.000 M AX. SPACING 4. ANCHOR DIM'S 11.000 MAX. SPACING xox 11.000 MAX. SPACING 00 4.000 4.800 4.000 4. r00 8 4.000 - F-- 4.000 1 - 4.000 II II L L 11 1 1 6.000 DrAI 6.000 MAX. SPACING 00 xx �1 NCHn8 IM' MAX. SPACING - 11.000 H 4. 0 4.000 4.000 w LtysID w 0 \ r _ 5.000 6.000 I 6.000 1 6.000 MAX. SPACING ANCHOR PAL'S 6.000 010'5 Mol erid: ANCHOR DIM 11.000 -I Revisions• Drown Sy: R.S. Reviser By: D.B. Vendor No.: 16.000 MAX. SPACING Dole: 2/12/97 Dote: %20/98 ANCHOR DIM 5 Scale: N.T.S x 0o4v/:cation: Description: SMALL MISSLE IMPACT WINDOWS 1.) GLAZING: 1 i 4 " TEMPERED 2.) CONFIGURATIONS: X, XX, XOX 3.) DESIGN PRESSURE RATING: Z. F.:;.r. -!;, P.L.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 . MAX. SPACING AT JAMBS: 16.000 5.) NO HURRICANE PROTECTION DEVICES REQUIRED 30 FEET & ABOVE. LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 3/16" SENTRY GLASS 2.) CONFIGURATIONS: X,XX,XOX 3.) DESIGN PRESSURE RATING: MAX. +60 P.S.F., -60 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4' APART, 4" FROM EACH MEETINC RAIL MAX.. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) NO HURRICANE PROTECTION DEVICES REQUIRED. - - -; = 1progressive�!' ,rrnre r &,z wy om.. Prod. Colegoty: Series /Mode,: CASE 700 FRONT VIEWS, ELEVATION A<dre == P.O. BOX 1529 NOKOMIS Fi 5d'J A APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 9Y � �• `X PNODU ROL DIVISION BUILDING CODE COMPLIANCE OF ICE ACCEPTANCE NO 47 - n 2 / Clem: r,MtY.. Y Sa•• • tar.. Or w.e. Sheet: 2 of 10 S ;Se: CM. ..;119 No.: 33 0 TYPICAL MAIN FRAME CORNER TYPICAL SASH CORNER 1 ITEM VT # 1 3 X514 4 781P0A 5 7COPNMLG 6 7CORNMSM 7 4CORNN 602001 9 60150K 10 11 12 13 14 17 18 19 20 21 22 24 25 26 27 28 610228 69999 6FRMBK 49004 7KEEP 7GAOR/L ?TRAK. 7CEHG 16 710516PPA 610001 76178A 65107W 6503W 601181 601308K 7PWSW 65133 D.o..a E,. . S Revised By: Vend,, /1o.: DESCRIPTION FRAME HEAD. SILL. JAMB FRAME MEETING RAIL SASH HEAD. SILL. JAMB Er.1 1/2 SCREW PAN HO. OUAD. LG MAIN FPM CORNED KEY SM. MAIN FRO/SASH CORNER KEY PLASTIC MAIN FRM. CORNER, KEY SASH HFAr. vFATHEP STRIP SASH SIDE /SILL WEATHER STRIP MAIN FRAME BULB WEATHER STRIP SASH LOCK SASH LOCK. KEEPER TRUTH HARDWARE CASEMENT OPER. RT /LEFT TRUTH HARDWARE OPERATOR GUIDE TRACK TRUTH HARDWARE STANDARD HINGE TRUTH HARDWARE 10x5/16 SCREW PAN HO. PHIL MERCHANTS FASTENER CORP. 3/16" ANNEALED GLASS PP(. LOF 3/1 ANNEALED W \D::PONT 457 FILM I AM. BY — ROMAC RICO M 1/4" TEMP. GLASS PPG. LOF DS8 GLASS FIXED LIGHT INSERT 6x1 2/8 SCREW BUGLE TEC D58 ROLLED ALUM. GLAZING BEAD 3/16 "ROLLED ALUM. GLAZING BEAD EXTR'D. ALUM. GLAZING BEAD FOAM TAPE ADHESIVE 1 —SIDE /"6x778 FLT. HD. PHIL. 1/4' ROLLED ALUM. GLAZING BEAD Lde: 2/1 colt/ Closs;hcot os: IPiou. Calego.y: I ` CA PPG IOF VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS Al I IMA X FY. TRII S /INS FASTEC INDUSTRIAL CORP. PPE FAPRICATION PRECISION FABRICATION VINYL —TFCH / PG1 SC LEGEL CORP. SCHLEGEL CORP. PROTOTYPE PLASTICS VINYL —TECH. / PCT ALUMAX EXTRUSIONS AQUA FASTENERS FLORIDA SCREEN FLORIDA SCREEN I.2AL 'XTRU/SIONS FRANK LOWE FASTEC INDUSTRIES FLORIDA SCREEN DAT DY PRODU APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE L 1 19 q$ 1 TROL DIVISION -- w..rvw w a..I, . L.x.... V 700 CASEMENT X,OX. BUILDING CODE AOMPLIANCE 1 ICE ACCEPTANCE NO 9 '1- la • 61 I nem VENDOR # AF -10228 AF - 9999 AF —P514 4CORNN 0200x 1P0 0150x190 FP -176 BLAC 315 208000 23— 19— 2 -00 30175 35.10.00. 101 AF -10001 SH05— 107 SH05 -0.30 ( AS- 4 .399 .7 progressive A 5S iechn c'iog v f Sneel: of 10 Scale: w�.ea,. P.O. 80X 152y : <. D,a... , f,� x . N. T.S. NOKOMIS. FL. .34 Q 330 C5; 76.00 MAX. - 64.00 MAX. SECTION A — GLAZING OPTION: OSB .250 MAX. SHIM SPACE .250 MAX. SHIM SPACE SECTI•.N B —B GLAZING OPTION: OSB .250 MAX. SHIM SPACE I .250 MAX. SHIM SPACE Rens:cns: LIO te601: O -n &y: R. s Rerised BM) Vender No.: o. .: GLAZING OPTION: 3/16" • GLAZING OPTION; 1/4" Ge: e 2/12/97 °°1 79/9 S:04: 7 .5X - _ — Cb =vheot:dn: ALUM. Jr sc. iphon: :Ja S..,. :,n "OSq ,wy C,R.,. Prod. Cotegory: CA GLAZING OPTION: "SENTRY GLASS" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT' ' �� RLL OY _� W L A ' PRODUI1 .NTROL DIV!S!ON 4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO i7 - a2 01 I serve = />J 700 VERTICAL SECTIONS progressivegt A SS i echn U10•; Item SECT. •..JR1,..I LJ.be 1 G.S O.. .4.. Sheet P. 0. BOX 1 529 n.. NOKOIM.IIS, FL. 34274 B 330 1 Window Heights I 37 CTIC. ' (,) .•_ (d6 - Window Widths \\'irdov' \\'idths (6 54.646 (6) 53.115 19.123 37.000 (4) 40.000 (4) 42.000 (4) 1 43.000 (4) 50.000 (4) 53.125 (6) 60.0(0 (6) 72.000 (6) 74.500 (6) 26.000 (2) - 140.00 . 104.00 - 135.00 + 104.00 - 135.00 + 104.00 - 120.45 + 104.00 - 111.01 + 104.00 - 93.33 +95.33 - 77.09 + 77.09 - 53.53 + 53.53 -50.00 + 50.00 3S.375 (2) - 135.00 - 104.00 - 1;0.00 + 104.00 - 130.00 - 126.82 + 104.00 L + 104.00 -115.23 + 104.00 + 104.00 - 111.01 - 111.01 + 104.00 + 104.00 - 93.33 •93.33 +9S33 +93.33 - 77.09 - 77.09 + 77.09 + 77.09 - 53.53 - 53.53 + 53.53 + 5333 - 50.00 -50.00 + 50.00 + 50.00 50.625 (3) - 130.00 + 104.00 - 130.00 + 104.00 63.000 (4) - 107.47 + 104.00 - 100.51 + 100.81 - 96.93 + 96.93 - S7.30 + S7.30 - S4.64 + 34.64 - 30.92 +80.92 - 73.00 + 73.00 - 53.53 + 53.53 - 50.00 + 50.00 76.000 (5) -S6.54 +56.54 -50.96 +S0.96 -77.69 +77.69 -69.57 +69.57 -67.31 +67.31 -64.14 +64.14 -53.39 +53.39 - 4S.00 +43.00 -46.00 +46.00 Window • !!eights I 37 CTIC. ' (,) .•_ (d6 - Window Widths :5.606 (6 54.646 (6) 53.115 19.123 (3) 2(.000 (3) 24.000 (3) 26.500 (3) 30.000 (4) 32.000 (4) I 34.000 (4) I 36.000 (4) :26.000 (2) - 140.00 + 104.00 - 140.00 + 104 00 - 120.45 + 104.00 - 98.83 + 9S.S3 - 73.45 + 73.43 - 70.22 + 70.22 I - 6353 + 6333 y - 53.01 + 53.01 33.375 (3) - 140.00 + 104.00 - 140.00 + 104.00 - 120.45 + 104.00 -93.79 + 98.79 - 77.09 + 77.09 1 + 77.09 - 67.75 - 67.75 + 67.75 I - 60.02 + 67.75 - 60.02 + 40.02 1 + 60.02 - 53.53 - 53.53 + 53.53 + 53.53 50.625 (4) - 136.07 + 104.00 - 131.52 + 104.00 - 115.23 + 104.00 -93.79 + 93.79 - 77.09 63.000 (5) - 104.56 +104.00 - 100.51 +100.51 -S7.30 +S7.30 -81.06 +51.06 -74.21 +74.21 -67.75 +67.75 } -60.02 +60.02 -53.53 +5333 76.000 (6) - 84.10 + S4.10 - S0.96 + S0.96 - 69.57 4 69.57 - 64.26 + 64.26 - 5S.39 + 53.39 - 55.66 + 55.66 ( - 53 27 + 53.27 - 51.13 + 51.13 IIric!:0, I 37 CTIC. ' (,) .•_ (d6 ;G, 42.06C (6 :5.606 (6 54.646 (6) 53.115 (5) 60.000 (8) 72.000 (10) 74500 (10) 26.000 (2) 1 - 140.00 4 104.00 - 125.00 + 104.00 - 135.00 + 104.00 - 120.45 + 104.00 - 111.01 + 104.00 - 95.33 + 93.33 - 77.09 + 77.09 - 53.53 + 53.53 •50.00 + 50.00 35.375 (2) 1 - 135.00 4 104.40 - 120.00 * 104.00 - 130.00 + 104.00 - 120.45 + 104.00 - 111.01 + 104.00 • 98.33 + 9S.33 - 77.0 + 77.0) 1 - 53.53 + 5333 . 50.00 + 50.00 50.625 (3) - 130.06 4 104.00 • 130.00 + 104.00 - 12&.S 2 + 11)4.00 .115.25 + 104.00 - 111.01 + 104.00 - 93.33 + 9S.33 - 77.09 + 77.09 - 5333 + 53.53 - 50.00 + 50.00 63.000 (4) I - 107.47 + 104.00 - 100.51 + 100.31 - 96.93 + 96.93 .87.30 + S7.30 - S4.64 + S4.64 - 30.92 + 30.92 - 73.00 + 73.00 - 53.53 + 5333 - 50.00 + 50.00 76.000 (5) 1 - 56.54 I 56.54 - S0.96 + 80.96 - 77.69 + 77.69 -6937 + 69.57 - 67.31 + 67.31 - 64.14 + 54.14 - 53.39 + 53.39 - 43.00 + 43.00 - 4;.00 + 46.00 General Notes: Window NOTE: Numbers in (1 parentheses arc quantity of anchors per side. negative Dcsitn Loads based on Comparative Analysis (psf, and Glass Table 33-E.. Positive Desi¢1 Loads based on Comparative Analysis (pst), and Water Test Pressure Window Widel,s Numbers above are for 1='10 screws or 3/16" Tapcons. NOTE: 2 anchors 4" apart, 4" front each side of sleeting rail are required. (Toad of 4 an :hors at each Meet. Rail) Max. spacing :tt head & sill at vent + 11.000 Max. spacing atjantbs= 16.000 Numbers above -ire for kI2 setevvs or 1/4" Tspeons. NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Max. spacing at head & sill at vent = 16.000 ?Jas. spacing a: jambs = 16.000 Numbers above are for gl 0 screws or 3/16" Tapcons. NOTE: Anchor; G" from cacl Corner, Max., and as follow:: Max. spacing at head & sill at vent } 11.000 \\'i :sdowv Heights 19.125 (2) 1 23.000 (21 26.000 (2) 1 - 140.00 + 104.00) - :40.00 + 104.00 38.375 (3) - 140.00 + 104.00 50.625 (4) - 136.07 + 104.00 63.000 (5) I - 104.56 + 104.00 76.000 (6) 1 - S4.10 + S4.10 1 -80.96 - :40.00 + 104.00 - :31.52 + 104.00 - 100.81 + 104.5 1 - S7.30 \Vindow Widths 24.000 (2) 1 26.500 (2) 1 30.000 (2) - 120.45 + 104.00 1 - 95.33 + 9S.S3 - 73.43 + 76.43 • 120.45 + 104.00 - 115.20 + 104.00 + S7.30 +80.96 - 69.57 +69.57 - 95.79 + 95.79 - 77.09 + 77.09 - 9S.79 + 9S.79 I - 77.09 + 77.09 32.000 (2) 34.000 (2) 36.000 70.22 +70.22 - 62.53 + 63.53 53.01 67.75 - 5333 - 67.75 + 67.75 1 - 60.02 + 60.02 1 - 53.53 + 60.01 - 53.53 153.27 -5l.IS + 67.75 , - 60.02 + 60.02 -31.06 + S1.06 -74.21 +74.21 -67.75 +67.75 1 -60.02 - 64.26 + 64.26 1 - 5539 + 55.37 1 - 55.66 + 5: ( + 55.01 +53.53 + 53.53 + 5333 + 51.18 Numbers above are for g12 strews or 1/4" Tapcons. NOTE: Anchors 6" from tacit corner, \tae, and as fullotts: \lair. spacing 21 head C sill at vent = 16.000 Max. spacing : t jambs = 16.000 Max. spacing at jambs = 16.000 LNteNet: bra=n By: Revue Vend.f No: Anchors 6" from each corncr,\lax., and as follows: Anchors 6" frun each corner, Max., and as follows: Dote: 08/27/97 DaW Seole. N.T.S. F r o_ .. MI Cup: W. Cc .';c y: • PPF0VE0 AS COMPLYING WITH THE OUTH FLORIDA BUILDING CODE �^p� 19ag-- ItOJU T 'NIRO! DIV:S uN UROING CODE C0MYLIAr CE OFFICE ACC:PIAINCENO C l/ -off)7•61 Sects /stoat:: 70 0 \/ XX XX w.+v.. .r r 54..11 a•a. odo .•. nem: 1 Sheet: -15181 518 X OR X X OR progressive LASSlech notog}• 6 R 76" HIGH CASEMENT (NOT FOR IMPACT or 1 WINDOWS) P.O. BOX 1529 ''r e: U o =:n5 NOKOMIS, FL. 34274 Q 3,30 Window Heights 1\'(ndos • Width 19.125 37.000 (4) 40.000 (4) 42.600 (4) 43.000 (4) 50.090 (4) 53.125 (4) 60.000 (4) 72.000 (6) 74.500 (6) 26.000 (2) - 100.00 + 100.00 - 95.00 + 95.00 - 95.00 + 95.00 - 95.00 +95.00 -S3.30 + SS.S0 - 75.66 + 75.66 - 61.67 + 61.67 - 42.33 +42.33 .40.00 + 40.00 33.373 (2) - 95.00 + 95.00 - 90.00 + 90.00 - 90.00 + 90.00 - 55.00 +55.00 - 55.00 + S5.00 - 73.66 + 7S.66 - 61.67 + 61.67 - 42.83 + 42.33 -40.00 + 40.00 50.625 (2) - S5.00 + S5.00 - 55.00 + S5.00 - S5.00 + S5.00 - 71.00 +71.00 - 66.00 + 66.00 - 61.00 + 61.00 - 52.00 + 52.00 - 42.00 + 42.00 -40.00 +40.00 63.000 (3) - 79.00 + 79.00 - 70.00 + 70.00 - 64.0C + 64.00 - 54.00 +54.00 - 50.00 + 50.00 - 47.00 + 47.00 - 40.00 + 40.00 - 34.00 + 34.00 -33.00 + 33.00 76.000 (4) - 62.00 + 62.00 •56.00 + 56.00 - 52.0C + 52.00 - 44.00 + 44.00 - 41.00 + 41.00 - 39.00 +39.00 - 35.00 + 35.00 - 25.00 + 23.00 - 27.00 + 2'.00 Window Heights Window N'id Its 19.125 (3) 27.000 (3) 24.004 (3) 26.500 (3) 30.000 (4) 32.000 (4) 34.000 (4) 36.000 (4) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 • 96.36 + 96.36 - 79.06 4 79.06 - 62.79 + 62.79 - 56.18 + 56.18 • 50.83 + 50.83 - 46.41 + 46.41 3S.375 G) - 100.00 + 100.00 - 100.00 + 100.00 - 96.36 + 96.36 - 79.04 4 79.04 - 61.67 + 61.6; - 54.20 + 54.20 - 43.01 + 4S.01 - 42.83 + 42.83 50.623 (3) - 100.00 + 100.00 - 100.00 + 100.00 - 92.21 + 92.22 - 79.04 + 79.04 - 61.67 + 61.61 - 54.20 + 54.20 - 43.01 + 4S.01 - 42.83 + 42.33 63.000 (4) - 33.65 + 33.65 - S0.65 + 80.65 - 69.54 + 69.84 • 64.34 + 64.84 - 59.37 + 59.37 - 54.20 + 54.20 - 43.01 +45.01 - 42.83 + 42.83 76.000 (5) - 67.2S + 67.23 - 64.76 + 64.76 • 55.60 + 55.66 - 51.41 - 51.41 - 40.72 + 46.72 - 44.53 + 44.53 - 42.62 + 42.62 - 40.94 + 40.94 Window Window %Vidths Heights (6) 40.000 19.125 (2) 20.000 (2) 1 24.000 (2) 26.500 (2) I 30.000 (2) 32.000 (2) 34.000 (2) 36.000 (2) 26.000 (2) - 100.00 + 100.00 - 100.00 + 100.00 - 9636 + 96.36 - 79.06 + 79.06 - 61.79 + 62.77 - 56.13 + 56.IS - 50.33 + 50.33 - 46.41 + 46.41 3S.375 (2) - 100.00 4 100.00 I - 100.00 + 100.00 - 96.36 + 96.36 I - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 + 54.20 I •45.01 + 45.01 - 42.83 + 42.83 50.625 (2) - 100.00 + 100.00 I - 100.00 + 100.00 • 92.22 + 92.22 - 79.04 + 79.04 - 61.67 + 61.67 - 54.20 4 54.20 1 - 48.01 + 43.01 - 42.S3 + 42.33 63.000 13) - S3.65 + 33.65 I • S0.65 + 80.65 - 69.04 + 69.S4 - 64.S4 + 64.54 - 59.37 + 59.37 - 54.20 4 5 4.20 I - 43.01 + 43.01 - 42.83 + 42.33 76.000 14) - 67.28 + 67.23 I - 64.76 + 64.76 I 55.66 + 55.66 - 51.41 + 51.41 I -46.72 + 46.72 - 44.53 + 44.53 I - 42.62 + 42.62 I - 40.94 + 40.94 Window Iici;;his sVindos. Widths 37.000 (6) 40.000 (6) 42.000 (6) 45.000 (6) 1 50.000 (6) 53,125 (6) J 60.000 16) 72.000 (3) 74 500 (0 16.1.106 G - 105.00 4 104.00 - 05.I6 + 95.60 - 95.00 + 95.00 -95.00 +95.00 •83.SO + 33.80 - 73.66 a 73.66 -61.67 + 61.67 - 42.33 + 42.53 -40.00 + 40.00 33.375 (2; - 95.00 + 95.00 - 90.00 + 9(1.00 - 90.00 + 90.00 - S5.00 +35.00 - 55.00 + 55.00 - 73.66 + 75.66 •61.67 + G1.G 7 - 42.S3 + 42.53 -40.00 + 40.00 50.625 (3; - 85.00 + 35.00 - 55.00 + 55.00 . • 55.00 + 55.00 • 71.00 +71.00 - 66.00 + 66.00 - 61.00 + 61.00 - 52.00 + 52.00 - 42.00 + 42.00 -40.00 + 40.00 63.000 (4j • 79.00 + 79.00 - 70.00 + 70.00 - 64.00 + 64.00 - 54.00 +54.00 - 50.00 + 50.00 - 47.00 + 47.00 -40.00 + 40.00 • 34.00 + 34.00 -33.00 + 33.00 76.000 (5; - 62.00 + 62.00 - 56.00 + 56.00 - 52.00 + 52.00 - 44.00 +44.00 - 41.00 + 41.00 - 39.00 + 39.00 •35.00 + 35.00 - 23.00 + 23.00 . -27.00 + 27 00 General Holes: NOTE: Numbers in 1) parentheses are nuantity of anchors per side. Negative Design loads based on Contparat(vc Analysis (psf), and Glass Table 33 -F. Positive Design Leads based en Comparative Analysis (psf), and \Pater Test Pressure. \ um b ers abor Ire for :10 sct•ens o, s/ C' T apcons. NOTE: 2 anchors 4" arid, 4" from each side of meeting rail are required. (Total of 4 anchors at cult Meet. Rail) . Max. spacing nt head sill at rent = 11.000 Max. spacing at jambs = 16.000 Lumbers above nre for.: serest•sor 1 T apcons. NOTE: 1 anchor 5.000" on each side of meeting rail are required. (Total of 2 anchors t t each Meet. Rail). Alas. spacing at head & sill at rent = 24.000 Alas. spacing at jambs = 20.000 \ >:10 umbers abo -c ire for stress's or 3116 T apcons. NOTE: Anchors 6" from each corner, Alas., and as follows: Msx. spacing at head & si:I at %ens = 11.000 Numbers a • me are for 412 screws or 114 Taprons. NOME: Anchors 6" from each Corner, \lax., and is follosss: lax. spacing M head & sill at s cn; = 24.000 Alas. spacing at jambs = 16.000 Alas. spacing at jambs = 20.000 Anchors 6" from each corner, Alas.. and as follows: Anchors 6" from each corner, Alas., and as follows: ...Oar few r i.., IM. L *t e :IJ13.LCJGan: r .dd. •.7aLeg.s }': PROvEU AS C0h'PtY1NG WIN TH UTH FLORIDA BUILDING 090E EY : rR000 R01 OIV:S.O'1 MUIMOIM. CODE COMPLJAt10E OFFICE ACCEPTANCE NO 0 71 - 62, ?• 01 serve /coder: 700 oesr.,,.f,dn. COMPARATIVE ANALYSIS FOR USING DSB ANNEALED GLASS. (NOT progressive - 7 XX XX o.r- X OR X X OR X. LA Ss technologt ftem FTL- 1519 Sheet: 7 or 10 76 HIGH CASEMENT FOR IMPACT WINDOWS) A dress: G 0. 80.X 1 529 1,re: Dro -m No.: NOKOMIS, FL. 34274 B .3.3() /0 1\'indon' Heights -- \\'indcw \Widths 1s' is r•s \1'itiths 19.125 (2) 20.000 (2) 37.000 (4) 40.000 (4) 42.000 (4) 43.000 (4) 50.000 (4) 53.125 (4) 54.000 (4) 60.000 (4) 26.000 (2) - 105.19 +104.00 -90.00 +90.00 -51.63 + S1.63 -62.50 +62.50 •57.60 +57.60 -51.02 +51.02 -49.35 +49.33 -40.00 +40.00 35.375 (2) - 105.19 + 104.00 - 90.00 + 90.00 - 31.63 + 81.63 - 62.50 + 630 -57.60 + 57.60 - 51.02 +51.02 - 49.3S + 49.3S - 40.00 +40.00 50.625 (2) - 63.59 +65.59 - 67.05 + 67.05 - 66.10 + 66.10 - 62.50 + 62.50 -57.60 + 57.60 - 51.02 +51.02 - 49.35 +49.3S - 40.00 + 40.00 63.000 (3) - 47.13 +47.13 - 46.12 + 46.12 - 45.45 + 45.4S - 43.76 +43.76 - 43.24 + 4314 - 42.43 +42.4S - 42.25 + 42.23 - 40.00 + 40.00 64.000 (3) - 45.37 + 45.37 - 44.SS + 44.3S - 44.27 + 44.27 - 42.60 +42.60 - 42.09 + 42.09 - 41.35 +41.35 - 41.15 + 41.15 - 39.91 + 39.91 Window lIe; liIs -- \\'indcw \Widths Winder,. Widths 19.125 (2) 20.000 (2) 37.090 rr) 4CJrr (C, 42.540 (G) 411.06), (6) 50.00), (6) 53.125 (6) 54.000 (6) 60.000 (6) 26.000 (2) - 105.19 + 104.00 - 90.00 + 90.(0 - 64,63 + 31.63 - 62.50 + 6230 -57.60 + 57.60 - 51.02 + 51.02 - 49.33 + 49.33 - 40.00 + 40.00 33.375 (2) • 105.19 + 104.00 - 90.00 + 90.00 - 51.63 + 31.63 - 62.50 + 62.50 - 57.60 + 57.60 - 51.02 + 51.02 - 49.35 + 49.3S - 40.09 + 40.00 50.625 (3) -03.59 +65.39 -67.05 +67.03 -66.10 +66.10 -6230 +62.50 • 57.60 +57.60 -51.02 +51.02 -:9.3S +49.33 -40.00 +40.00 63.000 (4) -47.13 +47.13 -46.12 +46.12 - 45.4S +45.45 -43.76 +43.76 •43.24 +43.24 -4 2.43 +42.43 -42.23 + 42.2S -40.00 +40.00 64.000 (4) - 4537 + 45.57 - 4433 + 44.3S - 44.27 + 44.27 - 42.60 + 41.69 4 - 42.09 + 42.09 - 41.35 + 41.35 • 41.15 + 41.15 - 39.91 + 39.91 Window Heights -- \\'indcw \Widths 19.125 (2) 20.000 (2) 24.000 (3) 26.500 (3) 30.003 (3) ' 26.000 (2; - 93.42. + 93.42 - 90.00 + 90.00 - 62.50 + 62.50 - 51 -23 +51.23 - 40.72 + 40.72 33.375 (2) • 93.42 +93.42 - 90.00 + 90.00 - 62.50 + 6230 - 51.26 + 51.26 -40.00 + 40.00 . 50.625 (3) - 74.S7 +74.S7 -72.37 +7237 -62.50 +62.50 -51.26 +51.26 -40.00 +40.00 63.000 (41 -57.53 +53.17 .55.47 +51.26 -43.04 +44.39 -44.60 +41.22 -40.00 +37.74 64.000 (4) - 56.4S +51.33 -54.44 +4953 - 47.12 +42.36 -43.72 +39.77 -40.00 +36.39 \Wi::dow Heights Window Widths 19.125 (2) 20.000 (2) 1 I 24.000 (2) 26.500 (2) 30.000 (2) 26.000 (2) -95.42 +95.42 - 9n.co + 90.00 ( -62.50 +62.50 I -5123 +51.25 -40.72 +40.72 3S.375 (3) - 9S.42 + 95.42 1 - 90.00 + 9(.00 1 - 62.5( + 6230 •51.26 + 51.26 -40.20 + 40.00 50.625 (2) - 74.S7 + 74.S7 1 - 72.37 + 72.37 ( - 62.5C + 62.50 - 51.26 + 51.26 -40.20 + 40.00 63.000 (3) -57.53 53.17 1 -55.47 +51.26 -45.04 +44.39 -44.60 +41.22 - 40.00 + 37.74 64.000 (3) • 5G.4S + 51.3S 1 - 54.44 + 3.53 - 47.12 + 42.36 - 43.72 + 39./7 -40.00 + 36.39 NOTE: I a nchor 4.750" on each side of meeting rail are squired. (Tota' of 2 anchors at each Meet. Rail). NOTE: Anchors 6" from each corner, Max., and as follows: Max. spacing :It head fi sill at rent = 22.000 Max. spacing at jambs = 24.000 Revis: ors. Drown By. Revise Vendor No.: oa:e: 08/27/97 rot /y , state: N.T.S. T T 4 T - r T CL A S3 r�t -1, T progressive tecinolog)- ass ■s./ tram.. r,.s.. U+.• o.r 0.• w.b.. Clossifcotion: r od. Cclegory: (series /No70 /t FTL -1535 Shet: 8 at 10 Description: COMPARATIVE ANALYSIS FOR 64" HIGH CASEMENT USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) N.r.s.' P.O. BOX 1529 Size: Drawing No.: NOKOM1S. FL. 3427 I R 330 General NOTE: Numbers in (1 parentheses are quantity of alteltors per side. Notes: Negative Design Loads based on Comparatise Analysis (psl), and Glass Table 35.C. Positive Design Loads based on Consparative Analysis (psf), and Water Test Pressure. , above •tre f or 010 screws or 3/10" 7 aprons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail) Anchors 6' front each corner, Max., and as follows: Max. spacing at head C sill al tent = 16.000 dlax. spacing at jambs P 16.000 \umb abort are f or ftI2 screws or 1/4" Tapeans. COTE: 1 anchor 4.750" on each side of meeting rail are required. (Total of 2 anchors at each \leer. Rail). ;lax. spacing at head & sill at rent = 22.000 Max. spacing at jambs= 24.(00 \umbers above arc for 10 screws or 3/16" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of :sleeting rail arc required. (Total of 4 anchors at each \lect. Rail) NOTE: Anchors 6" from a :tclt corner, Man., and as Follows: Max. spacing at head S sill at vent = 1(,000 :.lax. spacing at jambs 16300 umbers above ire for .12 screws or 1/4" 1 apcous. Anchors 6" from each corner, Max., and as follows: APPnMYED AS COMPLYING WITH THE SOUTH FLORIDA BUILEING CODE DA r : PR I (.- 1 • 9 q8, BY �. PROD), T C IROL ()VISION , OUILDI , CODE COMPLIANCE OFFICE nCCEP)A110E NO Q'')" /)21 n ( X X XX X OR X X OR X sVindow I !eights , ' %%ludos • Widths 60.000 (6) 72.000 (7) 71.000 (7) S4.000 (7) 96.000 (7) 106.375 (7) 105.000 (7) 111.1.00 (S) 120.000 (3) 26.000 (2) • 130.00 + 104.00 - 111.11 + 104.00 - 105.19 + 104.00 - 81.63 + 81.63 -62.50 + 62.50 -50.90 + 50.90 - 49.3S +49.3S - 46.75 + 46.75 - 40.00 + 40.00 33.375 (2) - 120.5S +104.00 - 102.00 +102.00 -99.00 +99.00 -81.63 +51.63 -62.50 +62.50 -50.90 +50.90 -49.35 +49.3S -46.75 +46.75 -40.00 +40.00 50.625 (2) -31.84 + S1.S4 -72.93 +72.93 -71.00 +71.00 -61.00 +61.00 -54.00 +54.00 -43.00 +43.00 -47.00 +47.00 -45.00 +45.00 -40.00 +40.00 63.000 (3) -61.75 + 61.7S -54.17 +54.17 -53.16 +53.16 -43.00 +48.00 -40.00 +40.00 -35.00 + 3S.00 -37.00 +37.00 -36.00 +36.00 -34.00 +34.00 64.000 (3) - 60.5S + 60.5S - 53.06 + 53.06 - 52.07 + 52.07 - 47.93 + 47.93 - 40.00 + 40.00 - 37.00 + 37.00 - 37.00 + 37.00 - 36.00 + 36.00 - 33.00 + 33.00 Window Heights 11'indoss Widths 60.0(0 (10) 72.000 (10) 74.000 (10) 34.000 (11) 96.000 (11) 106.375 (12) 102 000 (!2) ? 111 900. (!2) 12C.00CC (13; 20.060 (21 - 130.50 + 104.00 - 111.11 + 104.00 - 105.19 + 104.00 - 81.63 + 51.63 - 62.50 + 62.50 - $0.9C + 50.90 - 49.33 +49.33 - 46.75 + 46.75 - 40.00 + 40.00 35.375 (2) - 120.5S + 104.00 - 102.00 + 102.00 - 99.00 + 99.00 - S1.63 + 31.63 - 62.50 + 62.50 - 50.9C + 50.90 - 49.3S + 49.39 - 46.75 + 46.75 - 40.00 + 40.00 50.625 (3) -81.84 +31.34 -72.93 + 72.9S .11.00 +71 .00 -61.00 +61.00 -54.00 +54.00 - 43.00 +4S.00 -47.00 +47.00 -45.00 + 45.00 -40.00 +40.00 63.000 (4) - 61.13 + 61.7S - 54.17 + 54.17 -53.16 + 53.16 - 4S.00 + 43.00 - 40.00 + 40.00 1 - 35.00 + 33.00 - 37.00 +37.00 - 36.00 + 36.00 - 34.00 + 34.00 64.000 (4) - 60.5S +60.55 -53.06 +53.06 -52.07 +52 .07 -47.93 +4593 -40.00 +40.00 -37.00 +37.00 -37.00 +37.00 -36.00 +36.00 _ -33.00 +33.00 • General NOTE: Numbers in (► parentheses are quantity of anchors per side. Notes: Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E. Positive Design Loadsbased on Comparative Analysis (psi). and Witter Test Pressure. Numbers above are for .`l0 screws or 3f 6 " Tapcons. NOTE: 2 anchors 4" apart, 4" front erch side of meeting rail are required. (Total of 4 anchors at each ■legit. Rail) 1ncLors 6" (real each corner, 1)4x., and as follows: Max. spacing at head &sill at vent = 16.000 lax. spacing at bead & sill at center fixed = 11.000 Max. spacing at jambs = 16.000 Numbers above are for ,12 screws or :14" Tapcors. -NOTE: 1 anchor 4.750" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). Anchors 6' from each corner, Max., and as follows: Max. spacing at head &siII at vent = 22.000 Max. spacing at head & sill at center fixed = :3.000 Max. spacing at jambs = 24.000 Revis.ons. Mr:Hero,: 9e0.1 2,; _ Dele: Revised By VendV Stole: Clas s w.eaIw. a Dairy P,od. Co C APPROVED AS COMPLYING WITH TIE SOUTH FLORIDA BUILDING CODE OATH L !• ; _ 9gi BY PROD .T • ROL )IV!S10N BUILOIN6 CODE CC OFFICO /1 ACCEPTANCE NO `T e - 6 Zl al Serves /Model: 700 Add ""' P.O. BOY. 7 529 NOKOMIS, FL. 34274 progressive XOX XOX LA SStechno)oc,• ••••• r s.•.••• • o.... o.• ...... Ite Sneet: FT L- )53 9 of Size. 1 Oro.in9 No. 7 97 COMPARATIVE ANALYSIS FOR 54" HIGH CASEMENT USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS) B 330 0 • • 110 PANHE.AD 1.250 MIN. f 12 PAIIHEAD —.250 MAX. TYP. HEAD, SILL JAMB 1.250 MIN. 2 x W000 BUCK 1.250 MAX. TYP. HEAD. SILL JAMB 2 x w000 BUCK 3/1 6 " TAPCON NO C'SINK REO. 1 x w000 .250 -- 1 BUCK AMY. TYP. HEAD, SILL JAMB 1 /4 TAPCON NO C 'SINK P, EO. 1.250 MIN. 1.250 MIN. • e •4 4 X50 1 x WOOD MAX BUCK TYP. HEAD, SILL JAMB Rev;sions: Material: Drown By / Vendor :a.: Revised B Dote 02/17/97 S ofe: .5X NOTE: REFERENCE TEST REPORTS & COMPARATIVE ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT EY 7 ,_ - . :� �_...- PROD T •' ROL DIVISION ' BUILDING C DE COMPLIANCE IFFICE ACCEPTANCE NO.q1 -6712. 12. 61 Classi(,CCtion: Description: AOdrtss W✓• *1 ave IV C..er Frcd. Cotgory: Series/model: 700 Item: ANCH. progressive LA S 0..t .. .1 A+wr ° Cafes Casa I.I., TYP. CASEMENT ANCHORAGE F'.O. BOX 1529 S;rt: Dra. ng Na.: NOKOMIS, FL. 34274 8 3.30 Sheet: l0 10 J a� Pe. M1 — PRODUCT CONTROL Andersen Corporation 100 Fourth Avenue North Bayport MN NOTICE OF ACCEPTANCE 55003 -1096 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305)375 -=556 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372-6339 Your application for Product Approval of: Re Series "Permasllield" Vinyl Clad Wood Casement Window - Impact Alt rnate Materials and Types of under Chapter 8 of the Code of Miami -Dade County governing the Construction, and completely described herein, has been recommended for acceptance by t he Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified This approval shall not be valid after the expiration date stated below. BCCO reeves the right to secure thi product or material at anytime from a jobsiie or se approved mannelr,nBCCOumay revoke, modify, or suspend If this product or material fails to perform PP roved the use of such product or material immediately. BCCO reserves the right to re vthe South Florida Buildin�� determined BCCO that this product or material fails to meet the requirements Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99-0 Expires:06 /22/2 IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL TI�[S CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Co and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. al Approved: 06 /22/2000 Raul Rodriguez Chief Product Control Divisic LTA& =rancisco Quintana. R.A. Director Miami -Dade County 1 of 3 Builclin�g Code Compliance: a t � Hnmepage: http: 1Iµ'"'µ'- huildingcodeonline.com Andersen Corporation 2 of 3 ACCEPTANCE No.: 99- 0916.05 APPROVED EXPIRES : JUN 2 2 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an outswing wood casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as detemlined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Permashield" Vinyl Clad Outswing Wood Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No DADE- 30872, titled "Unit Assembly, Casement - Impact" Sheets 1 through 6 of 6, prepared by manufacturer, dated 6/1/99, with revision "B" dated 5/12/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The wood casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this syste Man I Perez, P.E. Product Pro • ct Co trol Division JUN 222000 1 Examiner Andersen Corporation ACCEPTANCE No. : 99- 0916.05 APPROVED . JUN 2 2 2000 EXPIRES JUN 2 2 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this la • age 3 Manuel erez, P.E. Product C• rd Examiner Product . - - rol Division END OF THIS ACCEPTANCE 3 of 3 CW16 +50/ -52 Cw155 +50/ -52 Cw15 +64/ -68 CW145 +67/ -82 CW 14 +67/ -82 CW135 +67/ -82 CW13 +67/ -82 Cw125 +67/ -82 CW12 +67/ -82 C16 +60/ -64 C155 +60/ -64 C15 +64/ -68 C145 +67/ -82 C14 +67/ -82 C135 +67/ -82 C13 +67/ -82 C125 +67/ -82 C12 +67/ -82 CN16 +60/ -64 CN155 +60/ -64 CN15 +64/ -68 CN145 +67/ -82 CNI4 +67/ -82 CN135 +67/ -82 CN13 +67/ -82 CN125 +67/ -82 CN12 +67/ -82 CR16 +60/ -64 CR155 +60/ -64 CRIS +64/ -68 CR145 +67/ -82 CR14 +67/ -82 CR135 +67/ -82 CR13 +67/ -82 CR125 +67/ -82 CR12 +67/ -82 UNIT DP RATINGS DES. (PSF) VENTING UNIT Cw16 +67/ -71 Cw155 +67/ -71 Cw15 +67/ -71 Cw145 +67/ -82 CW14 +67/ - 82 Cw135 +67/ -82 CW13 +67/ -82 CW125 +67/ -82 Cw12 +67/ -82 C16 +67/ -71 C155 +677-71 C15 +67/ -71 C145 +67/ -82 C14 +67/ -82 C135 +67/ -82 C13 +67/ -82 C125 +67/ -82 C12 +67/ -82 CN16 +67/ -71 CNI55 +67/ -71 CN15 +67/ -71 CNI45 +67/ -82 CNI4 +67/ -82 CN135 +67/ -82 CN13 +67/ -82 CN125 +67/ -82 CN12 +67/ -82 CRI6 +67/ -71 CR155 +67/ -71 CR1S +67/ -71 CR145 +67/ -82 CR14 +67/ -82 CR 135 +67/ -82 CR13 +67/ -82 CRI25 +67/ -82 CR12 +67/ -82 UNIT DP RATINGS DES. (PSF) STATIONARY UNIT 71.875 MAX. UNIT HEIGHT NOTES: B ' VIEWED FROM EXTERIOR 6. CLASS BITE .43S ". ----� A C F —•— I I T I I / r r I I i r I r i i VENTING UNIT 28.375 MAX. UNIT WIDTH ! \ • f— 15.000 MAX B 12.000 MAX. 24.000 0.C. MAX. TYP BOTH SIDES 12.000 MAX. 1. INSTALLATION METHOD: LOCATE CLIPS AT CENTER OF UNIT HEAD AND SILL. APPLY THE RESPECTIVE NUMBER OF CLIPS PER (INSTALLATION CLIP LOCATION) CHART ON PAGE TWO. EQUALLY SPACE CLIPS PER UNIT DIMENSION HEIGHT. 4 B8 X 1' SCREWS PER CLIP. 2 INTO FRAME AND 2 INTO ROUGH OPENING. 3. GLAZING SPECIFICATIONS: 7/64" THICK LAMINATED GLASS FABRICATED AND COMPOSED OF TWO NOMINAL 3/32' GLAZING METHOD: CLASS 1S SET FROM THE EXTERIOR AGAINST A TWO COMPONENT SILICONE BED GLAZING. SPACERS ARE ADDED BETWEEN CLASS EDGE AND SASH. GLASS IS BACK GLAZED WITH A TWO COMPONENT SILICONE. THEN GLAZING BEADS ARE SNAPPED INTO PLACE. HEAT— STRENGTHENED SHEETS WITH A .090 CRAY OR CLEAR PVB INNER LAYER MANUFACTURED BY DUPONT OR SOLUTIA. UNIT 4. FRAME CONSTRUCTION: 1HE WOOD FRAME MEMBERS WERE COMPRISED OF PONDEROSA PINE WITH VINyt CLADDING ADHESIVELY— BONDED TO THE EXTERIOR. FRAME MEMBERS WERE COPED AND SECURED WITH THREE STAPLES PER CORNER. 5. SASH CONSTRUCTION: THE w000 SASH MEMBERS WERE COMPRISED OF PONDEROSA PINE WITH VINYL CLADDING EXTRUDED AROUND THE WOOD PROFILES wITH THE CORNERS MITERED AND WELDED. 71.87 VIEWED FROM EXTERIOR STATIONARY UNIT A 5/12/0o 6/1/99 REVISION Andersen Corporation Bayport, Minnesota 55003 TMCSE DMwIKS .RC PsOvIOCD •S • SCMICC aP •IOCITSLU CODDODATION fW TI( BCMFIT Or ITS CUSTOUCRS. fINM. RCSPowSIOILIrr /OR KCURAC• Or DCSIGR. flw. S.CCIriC1.lio.s. O. I CS .wD TIE ACTU• IMSTY1f11OR SUGGESTED Or 1wESC OR••IMGS LIES Rliw n( •RCwI CCt. CHGII[Cw ♦RO /Ow CORtR•CtOR. ` CO/TDIC.T •TOCRSCN w. R. M cOORATlOw 1YSL R 1GMSNCSERrCO. TITLE UNIT ASSEMBLY. CASEMENT — IMPACT 6/1/99 i S„T. 1 or 6 E Z DRAWING NUUBER DADE -30872 12.000 MAX. 24.000 O.C. MAX. TYP BOTH SIDES 12.000 MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATN......, a : BY PROUD CO ROL DIVISION 3UIL D; ., CODE COMPLIANCE OFFICE D ACCEPTANCE NO ! /- 9it'f'141 5 MAX. HEIGHT E • , l . . / I I I j f . e j ' • I 78.175 MAX UNIT MOTH 71.875 MAX. UNIT HEIGHT NOTES: B ' VIEWED FROM EXTERIOR 6. CLASS BITE .43S ". ----� A C F —•— I I T I I / r r I I i r I r i i VENTING UNIT 28.375 MAX. UNIT WIDTH ! \ • f— 15.000 MAX B 12.000 MAX. 24.000 0.C. MAX. TYP BOTH SIDES 12.000 MAX. 1. INSTALLATION METHOD: LOCATE CLIPS AT CENTER OF UNIT HEAD AND SILL. APPLY THE RESPECTIVE NUMBER OF CLIPS PER (INSTALLATION CLIP LOCATION) CHART ON PAGE TWO. EQUALLY SPACE CLIPS PER UNIT DIMENSION HEIGHT. 4 B8 X 1' SCREWS PER CLIP. 2 INTO FRAME AND 2 INTO ROUGH OPENING. 3. GLAZING SPECIFICATIONS: 7/64" THICK LAMINATED GLASS FABRICATED AND COMPOSED OF TWO NOMINAL 3/32' GLAZING METHOD: CLASS 1S SET FROM THE EXTERIOR AGAINST A TWO COMPONENT SILICONE BED GLAZING. SPACERS ARE ADDED BETWEEN CLASS EDGE AND SASH. GLASS IS BACK GLAZED WITH A TWO COMPONENT SILICONE. THEN GLAZING BEADS ARE SNAPPED INTO PLACE. HEAT— STRENGTHENED SHEETS WITH A .090 CRAY OR CLEAR PVB INNER LAYER MANUFACTURED BY DUPONT OR SOLUTIA. UNIT 4. FRAME CONSTRUCTION: 1HE WOOD FRAME MEMBERS WERE COMPRISED OF PONDEROSA PINE WITH VINyt CLADDING ADHESIVELY— BONDED TO THE EXTERIOR. FRAME MEMBERS WERE COPED AND SECURED WITH THREE STAPLES PER CORNER. 5. SASH CONSTRUCTION: THE w000 SASH MEMBERS WERE COMPRISED OF PONDEROSA PINE WITH VINYL CLADDING EXTRUDED AROUND THE WOOD PROFILES wITH THE CORNERS MITERED AND WELDED. 71.87 VIEWED FROM EXTERIOR STATIONARY UNIT A 5/12/0o 6/1/99 REVISION Andersen Corporation Bayport, Minnesota 55003 TMCSE DMwIKS .RC PsOvIOCD •S • SCMICC aP •IOCITSLU CODDODATION fW TI( BCMFIT Or ITS CUSTOUCRS. fINM. RCSPowSIOILIrr /OR KCURAC• Or DCSIGR. flw. S.CCIriC1.lio.s. O. I CS .wD TIE ACTU• IMSTY1f11OR SUGGESTED Or 1wESC OR••IMGS LIES Rliw n( •RCwI CCt. CHGII[Cw ♦RO /Ow CORtR•CtOR. ` CO/TDIC.T •TOCRSCN w. R. M cOORATlOw 1YSL R 1GMSNCSERrCO. TITLE UNIT ASSEMBLY. CASEMENT — IMPACT 6/1/99 i S„T. 1 or 6 E Z DRAWING NUUBER DADE -30872 12.000 MAX. 24.000 O.C. MAX. TYP BOTH SIDES 12.000 MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATN......, a : BY PROUD CO ROL DIVISION 3UIL D; ., CODE COMPLIANCE OFFICE D ACCEPTANCE NO ! /- 9it'f'141 37 SCREW. 17 X 5/8" 3620780 STEEL 0.625 0.179 36 JAMB, SIDE 30838 PONDEROSA PINE - - 35 JAMB. HEAD /SILL 30835 PONDEROSA PINE - - 34 SCREw. RB x t -3 16 3621825 STEEL 1.188 0.164 33 SCREW. Fri 5/8" 3622280 STEEL 0.625 0.164 32 STAPLE. 5/16" x 1/4' x .050 4220186 STEEL 0.312 0.250 31 SCREW. 8 X 5/8 3622305 STEEL 0.625 0.164 30 SCREw. ! x 1 -1/32 3622187 STEEL 1.031 0.179 29 LOCK. ASSMBLY 30814/30816 STEEL - - 28 SCREW. 18 X 5/8 3622315 STEEL 0.625 0.164 27 KEEPER 30865 STEEL /NYLON 2.435 0.875 26 SCREw. 16 - X 1/2 3629001 STEEL - - 25 GLAZING BEAD 30184 PVC 0.705 0.998 24 STAPLE. 1/2 X 2 X 16 GA. 4220206 STEEL 2.000 0.500 23 BAR. REINFORCED SASH (SIZES 55 & 60) 30871 ALUMI 0.230 0.543 22 BRACKET. SASH RH 30492 STEEL 1.727 3.812 21 WEATHERSTRIP, RAIL 30214 PVC 0.490 0.270 20 WEATHERSTRIP, 511LE 30213 PVC 0.490 0.270 19 SPACER. CLASS 3876530 VINYL - - 18 SEALANT (DOW CORNING 983 -2) MDS0012 SILICONE - - 17 WATERBAR 30021 VINYL 0.656 0.438 16 GLASS. LAMINATED GRAY 04170 - - - GLASS. LAMINATED CLEAR 04171 - - - 15 NAIL. 1 -1/2 LG. BRAD 4235252 GALVANIZED STEEL 1.500 0.059 14 SNUGGER. ExTER1oR 30442 ALUMINUM 0.643 0.714 13 OPERATOR. STRAIGHT ARM 30812 STEEL 2.481 17.687 OPERATOR. SPLIT ARM 30810 STEEL 2.481 11.812 12 CLIP. STATIONARY SASH 30053 STEEL 1.624 3.000 11 FOAM. WEATHER STRIP 30172 FOAM 0.312 0.375 10 HINGE. HEAD 22" 30511 STAINLESS STEEL 6.631 6.876 HINGE. HEAD SPLIT 30463 STAINLESS STEEL - - 9 HINGE. 5111 22" 30509 STAINLESS STEEL 6.631 6.876 HINGE. SILL 20 30465 STAINLESS STEEL - - HINCE. SILL SPLIT 30461 STEEL - - 8 CLIP. INSTALLATION 3270217 GALVANIZED STEEL - - 7 SCREWS. /8 X 1" 3621074 STEEL - - 6 STOP. LOCK SIDE - C - STRAIGHT ARM 30468 PONDEROSA PINE 0.891 2.000 S10P. LOCK LH 30846 PONDEROSA PINE 0.891 2.000 5 S1OP. HINGE 30848 PONDEROSA PINE 0.891 2.000 4 STOP. HEAD 30841 PONDEROSA PINE 0.891 2.000 3 SiOP, SILL (STRAIGHT ARM) 30845 PONDEROSA PINE 0.891 2.000 STOP. SILL (SPLIT ARIA) 30843 PONDEROSA PINE 0.891 2.000 2 SASH 30013 VINYL /PINE - - 1 COVER. FRAME 30023 VINYL - - 1TEM NO. DESCRIPTION PART MATERIAL HEIGHT wIDTH PART REFERENCE LIST CW16 3 1 CW155 3 1 Cw15 3 1 CW145 2 1 CW14 2 1 CW135 2 1 CW13 1 1 CW125 1 1 CW12 1 1 C16 r 3 1 C155 3 1 C15 2 1 C145 2 1 C14 2 1 C135 1 1 C13 1 1 C125 1 1 C12 1 1 CN16 2 1 CN155 2 1 CN15 2 1 CN145 2 1 CN14 1 1 CN135 1 1 CN13 1 1 CN125 1 1 CN12 1 1 CR16 2 1 CR155 2 1 CRI5 2 1 CR145 2 1 CRI4 1 1 CR135 1 1 CR13 1 1 CR125 1 1 CR12 1 1 SIZE DES. INSTALLATION CUPS PER SIDE INSTALLATION CLIPS PER HEAD /Sill INSULATION CLIP LOCATION 37 8 -20 SCREWS, 17 x 5/8 ATTACHMEN1 OF SASH CLIP 10 SASH (STATIONARY) 12 4 -10 CLIP. STATIONARY SASH ATTACHMENT OF FRAME 10 SASH (STATIONARY) 34 6 SCREWS. 18 x 1-3/16" ATTACHMENT OF OPERATOR 10 FRAME 33 1 SCREWS. )8 X 5/8" ATTACHMENT OF HINGE 10 FRAME 26 1 -3 SCREWS. 16 -20 x 1/2" ATTACHMEN1 OF SNUGGER 10 FRAME 30 2 -4 SCREWS, 17 X 1 -1/32 A1IACHIAENT OF LOCK 10 FRAME 15 4 -5 NAIL. 1 -1/ X 16GA. ATTACHMENT OF STOPS TO FRAME 26 1 -3 SCREWS. 16 -20 x 1/2" ATTACHMENT OF SNUGGER BRACKET 70 FRAME 18 BEAD ADHESIVE ATTACHMENT OF FRAME COVER 10 JAMBS 32 8 - 1 4 STAPLE. 5/16 x 1 /4` x .050 ATIACHMEN1 OF EDGE OF FRAME COVER 10 JAMBS 24 - 12 STAPLE. l/2 X 2 X 16GA. ATTACHMEN1 or SIDE JAMBS 10 HEAD /SILL JAMBS ITEM OTY. DESCRIPTION 1OCA1ION FRAME FAS1NERS LIST CW16 71.875 28.375 Cw155 64.812 28.375 CW15 59.875 28.375 CW145 52.812 28.375 CW14 48.000 28.375 CW135 40.812 28.375 CW13 35.938 28.375 CW 125 28.375 28.375 Cw12 24.125 28.375 C16 71.875 24.125 C155 64.812 24.125 C15 59.875 24.125 C145 52.812 24.125 C14 48.000 24.125 C135 40.812 24.125 C13 35.938 24.125 C125 28.375 24.125 C12 24.125 24.125 CN16 71.875 20.500 CN155 64.812 20.500 CN15 59.875 20.500 CN145 52.812 20.500 CNt4 48.000 20.500 CN135 40.812 20.500 CN13 35.938 20.500 CN125 28.375 20.500 CNI2 24.125 20.500 CR16 71.875 17.000 CR155 64.812 17.000 CR15 59.875 17.000 CR145 52.812 17.000 CR14 48.000 17.000 CR135 40.812 17.000 CR13 35.938 17.000 CR125 28.375 17.000 CR12 24.125 17.000 512E HEIGHT WIDTH DES. UNIT DIMENSIONS CWI6 70.312 27.219 CW155 63.250 27.219 Cw15 58.312 27.219 CW145 51.250 27.219 CW14 46.438 27.219 CW135 39.250 27.219 CW13 34.375 27.219 Cw12S 26.812 27.219 CW12 22.562 27.219 C16 70.312 22.969 C155 63.250 22.969 C15 58.312 22.969 C145 51.250 22.969 C14 46.438 22.969 C135 39.250 22.969 C13 34.375 22.969 C125 26.812 22.969 C12 22.562 22.969 CN16 70.312 19.344 CN155 63.250 19.344 CN15 58.312 19.344 CN145 51.250 19.344 CN14 46.438 19.344 CN135 39.250 19.344 CN13 34.375 19.344 CH125 26.812 19.344 CH12 22.562 19.344 CR16 70.312 15.844 CR155 63.250 15.844 CR15 58.312 15.844 CR145 51.250 15.844 CR14 46.438 15.844 CR135 39.250 15.844 CR13 34.375 15.844 CR125 26.812 15.844 CR12 22.562 15.844 SIZE DES. HEIGHT WIDTH SASH DIMENSIONS 28 2 -4 SCREWS, 18 X 5/8" ATTACHMENT OF KEEPERS TO SASH 37 8 -20 SCREWS, 17 x 5/8 ATTACHMENT OF SASH CLIP 10 SASH (STATIONARY) 18 BEAD SILICONE ATTACHMENT OF GLASS TO SASH 31 14 SCREWS. 18 x 5/8 ATTACHMENT OF HINGE TO FRAME AND SASH ITEM OlY. DESCRIPTION LOCATION SASH FASTNERS LIST 3/32 HEAT STRENGTHENED r■■ - .090 PVB 3/32 HEAT r STRENGTHENED 17/64" HEAT STRENGTHENED LAMINATED CLASS CONSTRUCTION (SAFLEx OR Bu1AC11E) 0.435 - GLASS BI1E DETAIL -Z- FRAME JOINING ALL PARTS MANUFACTURED TO ANDERSEN SPECIF ICATION AS NOTED BY ABOVE PART NUMBERS 13 A 5/12/00 6/1/99 REVISION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Z 2 BY _. WIAOr PRODUCT ONT14L DIVISION BUILDING CODE COMPLIANCE OFFI ACCEPTANCE NO 5 D /( - olf' 11111 UNIT ASSEMBLY, CASEMENT - IMPACT ✓PPOV[ /D.It 6/1/99 911. 2 or 6 Andersen Corporotion Bo M,nnesolo 55003 T•.L%1 DP•w1.•CS M[ MOVIDCO AS • SC•ICC T ANOC•%L CORPOM•IION rC 11K otKrll Of Its Cus1O•4PS. rlrr.4 Rcs.q.Slelur. fO• KcuR C Or O[SIG.. fI . SP[C IrIVIiOwS, D I GS NO 10. T•4 • I•RI•V11Or. Succ s1CD C 1•454 DRu *Ir.CS TICS *Nw Irt r+Crr11(CI. ENGINEER ••D /OR CO.O•CIW.. cOIl.I•.I •••OCRs[.. CCSPO4&110.• I•I• . •■ •I•.IS .LS( V(D DRAWING Nuu0[N DADE -30872 CW16 4 67.938 67.062 Cw155 4 60.875 60.000 CW15 3 55.938 55.062 CW145 3 48.875 48.000 CW14 3 44.062 43.188 CW 135 2 36.875 36.000 Cw13 2 32.000 31.125 CW125 1 24.438 23.562 CW12 1 20.188 19.312 C16 4 67.938 67.062 C155 4 60.875 60.000 C15 3 55.938 55.062 c145 3 48.875 48.000 C14 3 44.062 43.188 C135 2 36.875 36.000 C13 2 32.000 31.125 C125 1 24.438 23.562 C12 1 20.188 19.312 CN16 4 67.938 67.062 CN155 4 60.875 60.000 CN 15 3 55.938 55.062 CN14S 3 48.875 48.000 CN14 3 44.062 43.188 CN135 2 36.875 36.000 CN13 2 32.000 31.125 CN125 1 24.438 23.562 CN12 1 20.188 19.312 CR16 4 67.938 67.062 CR155 4 60.875 60.000 CR15 3 55.938 55.062 CR145 3 48.875 48.000 CR14 3 44.062 43.188 CR135 2 36.875 36.000 CR13 2 32.000 31.125 CR125 1 24.438 23.562 CR12 1 20.188 19.312 SIZE DES. A OTY CLIPS PER STILE GLASS DIMENSION DAYLIGHT OPENING GLASS DIMENSIONS HEIGHT EXTERIOR INTERIOR SECTION A -A VENTING 2" X 4' OR 2 X 6 wOOD BUCK 1.359 SILL HEIGHT 1/4 MAX. SHIM SPACE TYP. .639 u N. EMBEDMENT TYP. 2' X 4- OR 2 X 6' W000 BUCK z W 0. 0 A O.C. EVENLY • SPACED (2)PL. SECTION D -D STATIONARY 2 X 4' OR 2 X 6 WOOD BUCK INTERIOR I 1.359 SILL HEIGHT .639 MIN. EMBEDMENT TYP. 7 X 4 OR 7 X 6 W000 BUCK 1/4 MAX. SHIM SPACE TYP. 8 A 5/12/00 6/1/99 REVISION TI11( UNIT ASSEMBLY, CASEMENT - IMPACT Andersen Corporation Boyport. Minnesoto 55003 ,..CSC O9A917C5 ARC 91 AS A SCNICC T A9IXaSC7 COa90aA1109 fog 17C BE rat ftl Of 775 COST07CR5. f3MAL RCSPO.5tfhLIT5 FOR ACCI*C•CY Of Of SO . FINAL S9[CIf ICAtlO7S. ORA917GS A•O f09 774 ACIIM1. o4STALLATIOw SUGCC51C0 07 T.C57 0949/745 1.1(5 9119 Tot A#C9ITCCT. C9C17CC9 A•0 /0R Cpr[pACIf�R, COPr91697 A•CiCaSCS CORPORA1107 7996 ALL •I•IIS 9CSC9 (0. Y�90v[ /yr( 6/1/99 stn. 3 or APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY ME PRODU s ;TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ;CCEPTANCE NO 9 197/0 .OP DRAWING NUUBCR DADE -30872 W CW 16 13.500 24.844 24.000 CW155 13.500 24.844 24.000 CW15 13.500 24.844 24.000 CW145 13.500 24.844 24.000 CW14 13.500 24.844 24.000 CW135 13.500 24.844 24.000 CW13 13.500 24.844 24.000 CW125 13.500 24.844 24.000 CW12 13.500 24.844 24.000 C16 11.500 20.594 19.750 C155 11.500 20.594 19.750 C15 11.500 20.594 19.750 C145 11.500 20.594 19.750 C14 11.500 20.594 19.750 C135 11.500 20.594 19.750 C13 11.500 20.594 19.750 C125 11.500 20.594 19.750 C12 11.500 20.594 19.750 CN16 10.000 16.969 16.125 CN 155 10.000 16.969 16.125 CN15 10.000 16.969 16.125 CN145 10.000 16.969 16.125 CN14 10.000 16.969 16.125 CN 135 10.000 16.969 16.125 CN13 10.000 16.969 16.125 CN125 10.000 16.969 16.125 CN12 10.000 16.969 16.125 CR16 8.000 13.469 12.625 CR155 8.000 13.469 12.625 CR 15 8.000 13.469 12.625 CR145 8.000 13.469 12.625 CR 1 8.000 13.469 12.625 CR 135 8.000 13.469 12.625 CR13 8.000 13.469 12.625 CR 125 8.000 13.469 12.625 CR12 8.000 13.469 12.625 SIZE DES. DIM"C TYP GLASS DIMENSION DAYLIGHT OPENING GLASS DIMENSIONS WIDTH • • 24.000 MAX. DAYLIGHT OPENING 24.844 MAX. GLASS DIMENSION 27.219 MAX. SASH WIDTH 28.375 MAX. UNIT WIDTH SECTION E -E STATIONARY &I MIMI ,. i 'Rh; . tam ff INTERIOR o EXTERIOR 24.000 MAX. DAYLIGHT OPENING 24.844 MAX. GLASS DIMENSION 27.219 MAX. SASH WIDTH 28.375 MAX. UNIT WIDTH SECTION B -B VENTING INTERIOR EXTERIOR 1/4 MAX. SHIM SPACE TYP. 1 /a' MAX. SHIM SPACE TYP. .695 MIN EMBEDMENT TYP. .695 141N EMBEDMENT TYP. B /12/00 Al 6/1/99 REVISION ✓MOV(/GR 6/1/99 srn. 4 or APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PROD T Ci :TROL DIVISION , BY _2g BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 12,/6 •Or 1111E UNIT ASSEMBLY, CASEMENT - IMPACT Andersen Corporation Bayport. MinneSolO 55003 N WV I"CS[ 0141 Ides M[ 1.1r0.1000 AS • WW1 C[ IO &mat tl CO.IO.110r6 row 114 BC.Cr1I Of 115 CIISIOrr[w5, r lrw row KCuMACV K OCSIGI. rlrw SwtCIl IC.l 1O.5. 01UwIr1CS &m0 !OA 1.4 AGM. IrrS1A4.A11ON SuG4ESICO Br If[%C OnnwllGS SKS 11111 1.0 .11Cr111[C1. CNCIK[' •110 /Ow COwlnAtTa0. CO►rwlfrll yrOCNSCN CO80.014110w 1s10. Au. wlfirlS Ir[SCwr(0. Dam INC uuuBtR DADE -30872 CW16 16.125 36.312 CW 155 12.593 Cw15 10.125 Cw145 12.328 24.844 CW14 9.921 CW14 CW 135 18.750 Cw 135 Cw13 16.312 N/A CW125 12.531 CW125 CW12 10.406 Cw12 C16 16.125 C16 C155 12.593 36.312 C15 10.125 C15 C145 12.328 C145 C14 9.921 24.844 C135 18.750 C135 C13 16.312 N/A C125 12.531 C125 C12 10.406 C12 CN16 16.125 CN16 CN155 12.593 36.312 CN15 10.125 CN15 CN145 12.328 CN145 24.844 CNI4 9.921 CN135 18.750 CN135 CN13 16.312 N/A CN125 12.531 CN125 CN12 10.406 CN12 CR16 16.125 CR16 CR155 12.593 36.312 CR15 10.125 CR15 CR145 12.328 24.844 CR14 9.921 CR14 CR135 18.750 CR135 CR13 16.312 N/A CR125 12.531 CR125 CR12 10.406 CR12 UNIT DIM'A DIM -Er DES. 1.015 ±.015 LOCK DIMENSIONS Cw16 4 3 CW155 4 3 Cw15 4 3 Cw145 3 3 CW14 3 3 Cw 135 3 3 Cw13 2 3 CW125 2 3 Cw12 2 3 C16 4 3 C155 4 3 C15 4 3 C145 3 3 C14 3 3 C135 3 3 C13 2 3 C125 2 3 C12 2 3 CN16 4 2 CN155 4 2 CN15 4 2 CN145 3 2 CN14 3 2 CN135 3 2 CN13 2 2 CN125 2 2 CN12 2 2 CR16 4 2 CR155 4 2 CR15 4 2 CR145 3 2 CR14 3 2. CR135 3 2 CR13 2 2 CR125 2 2 CR12 2 2 UNIT DIMWC Dim: D DES. OTY Orr STAPLES • • D1 Dl D1U. D• EVENLY SPACED SECTION B -B SASH & STOPS NOT SNOWN SECTION C -C SASH & STOPS NOT SHOWN SECTION A -A SASH & STOPS NOT SHOWN 8!5/12/00 AI 6/1/99 REVISION ma UNIT ASSEMBLY, CASEMENT - 1MPACT 6/1/99 sin. 5 or 6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 2 2,!g-. ... 0 BY la PRODUC C01'TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. / 9 - O if /6' • Ar Andersen Corporation Boypo•(, Minnesota 55003 tr(S1 o01..1.CS •1 •OVIOCO AS • S1./IC( n •.O(.S(• c0• "C. 1K e(1LII1 O 111 CUS100/($ . /WO( 1 fOO CC$.C' CO I•()IGn. f110( S• CCIVIC•1101 O.•.InCS MO f00 t1( •CIW( In5 SUGGC'P(O e1 1.(S( Do. InCS CICS ■1111 t14 N1Cnit(CI, (nCIKCP •n0 /O11 COn10•CIOM. CO. IRIC.1 •••CoSCn COMO.•110. 1990. . .ICOIS KS(10'(D. DRAWING Nw80? DADE- 30872 0411774 SASH ONLY KEEPER LOCATION .4.-Er L 1.754 TYP 1 NSA .. f V • • D1 Dl D1U. D• EVENLY SPACED SECTION B -B SASH & STOPS NOT SNOWN SECTION C -C SASH & STOPS NOT SHOWN SECTION A -A SASH & STOPS NOT SHOWN 8!5/12/00 AI 6/1/99 REVISION ma UNIT ASSEMBLY, CASEMENT - 1MPACT 6/1/99 sin. 5 or 6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 2 2,!g-. ... 0 BY la PRODUC C01'TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. / 9 - O if /6' • Ar Andersen Corporation Boypo•(, Minnesota 55003 tr(S1 o01..1.CS •1 •OVIOCO AS • S1./IC( n •.O(.S(• c0• "C. 1K e(1LII1 O 111 CUS100/($ . /WO( 1 fOO CC$.C' CO I•()IGn. f110( S• CCIVIC•1101 O.•.InCS MO f00 t1( •CIW( In5 SUGGC'P(O e1 1.(S( Do. InCS CICS ■1111 t14 N1Cnit(CI, (nCIKCP •n0 /O11 COn10•CIOM. CO. IRIC.1 •••CoSCn COMO.•110. 1990. . .ICOIS KS(10'(D. DRAWING Nw80? DADE- 30872 0411774 • • • 4 BAR (STRAIGHT ARM) HINGE tWlis talk 5.437 REF. m 11.920 REF. 4;k‘.— STRAIGHT ARM OPERATOR SPLIT ARM OPERATOR STANDARD AND 20 INCH .SPLIT ARM HINGE • 8 A 5/12/00 6/1/99 REVISION VIEW -A- ADDITIONAL SCREW NEEDED FOR CW15 -16 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT. 2 BY PRODUC CO h OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 99 - 0 9 /G • OS m(i UNIT ASSEMBLY, CASEMENT — IMPACT Andersen Corporotion Bayport. Minnesota 55003 ltt(St ON/. *IrGS ASR( ...M DCO AS • S( IC( A • IXI.S(w CO*•Oo+IOM 10 +t4 p(Krn Or IIS CVSIOWCRS. rInkt R(s►O11SIe1(In 1011 •CC*, C Or OCSIGR. rIn. S CCIr C.U0. $. DIU..CS 10R l+t( •CruAl It+S +U. I0" SuCl2S1CO e. ...CM DI4RIMCS (ICS wlltt 0.0 MC41TCC1. t•CP+[(R 1110 /OR CpRMClp1. COI,RICwl rlq[RS(w C000MIU110w tote. K( RlCMti R(SCRrC0 nGVROU[,/M +[ 6/1/99 stn. 6 or OR WING NUMB(R DADE - 30872 PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel, Inc 450 West McNab Rd Fort Lauderdale FL 33309 Your application for Product Approval of: 20 GA. Steel Storm Panel Shutter .1 under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building. Code. - The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0426.06 Expires:07 /31/2003 'J TI-IIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions.set forth above. Approved:07 /06/2000 1 of3 Internet mail address: postmaster©buildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -!563 (305) 375-2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305)375.2527 FAX (305) 375.2553 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division 1,44, rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http :f /www.buildingcodeonline.com y All 13"row Hurricane Panel, Inc. ACCEPTANCE No. : APPROVED JUL 0 6 2000 EXPIRES • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00- 0426.06 July 31, 2003 1. SCOPE This renews the Notice of Acceptance No. 98- 0713.01, which was issued on November 26, 1998. It approves a 20 gauge galvanized steel storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -128, titled "20 Ga. Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated June 23, 1998, revision #2 dated October 20, 1998, sheets 1 through 7 of 7, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 17 . Helmy A. akar, P. E. - Product Control Examiner Product Control Division 2 of 3 ' All 13roward Hurricane Panel, Inc. ACCEPTANCE No. : 00- 0426.06 JUL 0 6 2000 • APPROVED EXPIRES : Jliiv 3I, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as spe,r,ificaiiy stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of3 4. Helmy . akar, P.E. - Product Control Examiner Product Control Division 0 0 0 N 1. O 5 ANGLE SCALE : 3' a r-o I I PRODUCT' MARKING IDENTIPICATIOH .125" TYP, S.00 MAX. 2.00' 13.00 - 16.2S FULL PANEL WIDTH UNLPOTE0 tPERP. TO PANEL SPAN! SECTION OhIQiit TYPICAL ELEVATION OPTIONAL KARKW0 LOCH 2.2S O FOR ALL INSTALLATIONS SEE TABLE 2. PAGE I. OF 7 , FOR REQUIRED SEPARATION FROM GLASS. O STORM PANEL SCALE: 3" a T -0" TOP MOUNT. OVERLAP FASTENERS IseC NOTE 7 & PLAN VIEWS SHCCT 61 BOTTOM MOUNT. SERRATED PANEL LOGE. OPTIONAL r . MO4..005• "KEYHOLE" WASHER O 6 SCALE : 3' a r -0" 3003 -H14 ALUMINUM ALLOY HALF PANEL ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED 70 COVER OPENING. o 9 "P' - TRACK SCALE . 3" - r -o WINGNtil SCALE : AAA. SILE O "h" HEADER 2 SCALE 3 1*-0 .. F:;'TENDED "F" - TRACK SCALE : 3' - V -0- "U" HEADER SCALE : 3" a r -0 BHPCO Fr. LAUDERDALE, FL. DAOE COUNTY PROD. APPRO. 0 SCALE : r = r -0- 6. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTCD HORIZONTALLY WNERE APPLICABLE. "SEA" ANGLE Grw-RAL NOTF[ t THIS SHUTTER SYSTEM 1S DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1991. ECNTION. 2. POSITIVE ANO NEGATIVE 0E51014 PRESSURE CALCULATIONS SMALL BE PERFORMED FOR SPECIFIC JOBS *4 ACCORDANCE WITH ASCE 7 -88 'MINIMUM 065KIIN LOADS APPROPRIATE S DESIGN ANO OTHLOEAR S DS. TRUTURES.- TABLES SHALL BE REFERENCED AT 3. STORM PANELS SHALL BE 20 GAUGE STEEL O - .03$'1 CONFORMING TO ASTM A653 -96. PMGN STRENGTH LOW ALLOY. TYPE 2. GRADE S0, GALVANIZED 1N ACCORDANCE WITH ASTM G60. EXTRUSIONS SHOWN SMALL BE 6063 -76 ALUMONUM, U.O.N. 6. PRODUCT MARKINGS SHALL BE WITHIN 1r OF ONE 6140 OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL ANO SMALL 54 LABELED AS FOLLOWS: S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSL 7. PANELS SHALL BE FASTENED AT KO SPAR W/1/8-20 x r BOLTS WITH DE CAST ALUMINUM WASHEREO WING HUTS OR JACK NUTS ISEE TYPICAL ELEVATION 601. FOR SPANS LESS THAN 33'. OVERLAP FASTENERS ARE NOT REQUIRED. I. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PROOUCTS TESTED FOR IMPACT, CYCLIC AN0 UNIFORM STATIC AIR PRESSURE LOADING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. ANO 203. DESIGN IS BASED OH CTC TEST REPORTS No. 96 -002. No. 96 -029, Ho. 97 -061 1. Ho. 98 -020. 9. AT LEAST ONE WARNING NOTE PER 09614w0 SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE MOMS OWNER OR TENANT THAT THE STORM PANELS WILL 1407 OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. PRODUCT RENEWED ACCEPTANCE No. OO - O ¢ 2 C7-0c , E. rnoid DATE .3,, 2003 YR CONTROL DIVISION BUIDLNO CODE CO ?IIANCE OFFICE APPROVED AS COMPLY:NC • W'TH THE SOUTH FLORIDA BUILDING CODE /I DAT ` • :.. a -;� b 19 BY .arm= -fV PRODUCT CO °° ;OL DIES Oct BUILDING CODE COAI'..A!CE OFFICE ACCEPTANCE H0.23_7 13.0 U 2 02 w• F ~ 0 0 0 O 0. CO - NO Q < .0 = O U r. h N w7 N �, U.S enszzarmemszacza w z 0. 2 Q_ O 1 17 J w w 1 - 0 otiminsizezZeime O N c 0 7 • e _ O 0. 0 8 x PROFES FL LI PE 2 N W 1 4 v 0 H N < .0 2: N W z 0. P 1- q } a 0 v {drwn by (d•algn Cr l(<..N:. -d b VAt ( V.1ea ��.arlwq na. ` 98 - 1 26 aw.•f 1 •r 1 , TABLE § STORM PANEL SCHEDULE DESIGN LOAD W (PSF) MOUNTINGS USING PIECE 0.0 OR 10 TOP b BOTTOM ANY MOUNTING CONDITIONS (MAX. 1/4 SPACE BETWEEN PANEL AND HEADER) ANY MOUNTING CONDITIONS (MAX. 3 /L SPACE BETWEEN PANEL AND HEADER) O L max. (FT -IN) O L max. (FT -IN) L max. (FT -IN) POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD 40.0 11 -5 11 -5 11 -5 8 -a 45.0 11 -5 11 -5 11 -5 8 -8 50.0 11 -1 11 -4 11 -1 8 -8 55.0 10 -6 10 -10 10 -6 8 -B 60.0 10 -1 a 10 -4 10 -1 8 -8 62.0 9 -11 10 -2 9 -11 8 -8 65.0 9 - 9 -11 9 -8 8 -8 70.0 9 - 9 -7 9 -4 8 -6 72.0 9 -2 9 -5 9 -2 8 -4 75.0 9 -0 • 9 -3 9 -0 8 -0 80.0 8 -9 8 -11 8 -9 7 -6 •� 90.0 7 -10 8 -3 7 -10 6 -8 _- 100.0 7 -1 7 -5 7 -1 6 -0 110.0 6 -5 6 -9 6 -5 S - S 120.0 5 -11 6 -2 5 -11 5 -0 130.0 5 -5 5 -8 5-5 4- 140.0 5 - 0 5 -3 5 -0 4 -3 150.0 4 -8 4 -11 4 -8 4 - 160.0 4 - 5 4 - 7 4 - 5 3 - 9 170.0 4 -2 4 - 4 4 -2 3- 180.0 3' -11 1. - 1 3' -11 3 -4 190.0 3 -8 3 -11 3 -8 3 -1 200.0 3 -7 3 -9 3 -7 3 -0 210.0\ 3- 4 3- 6 3- 4 2- 10 TABLE MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTEF SPAN (L) (FT - IN) MINIMUM SEPARATION FoR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARAT)ON FOR INSTALLATIONS GREATER THAN•30' ABOVE GRACE (INCHES) 40.0 5 - 0 2 -3/8 1 -1/2 8 - 8 2 -3/8 2- 1 -3/4 2 -5/8 -..- 11 - 5 45.0 4 - 0 2 - 3/8 1 - 1/4 8 _ 8 2-3/8 1 -3/4 11 - 5 2 -7/8 2 -7/8 50.0 5 - 0 2-3/8 1 -1/4 8 - 8 2 -3/8 1 -7/8 11 -4 3 3 60.0 5 - 0 2 -3/8 .1 -1/4 8 - 8 2 -3/8 1 -7/8 10 - 8 • 2 -7/8 2 -7/8 70.0 5 - 0 2 -3/8 1 - 1/4 • 8 - 8 2 -3/8 2 9 - 11 2 -7/8 2 -5/8 . 80.0 5 -0 - 8 1- / 8 - 8 2 -3/8 2 -1/8 8 - 11 5 - 0 2 -7/8 -ff8 2 -1 /4 1 -3/8 90.0 8 - 3 2 -3/8 2 -1/8 5 - 0 2 -3/8 1 -3/8 "100.0 - 110.0 - -_ 7 - 5 - 5 - 0 2 -3/8 -- 1 -7/8 - 6 - 9 2 -3/8 1 -3/4 (120.0 5 - 0 2 -3/8 1 -3/8 6 - 2 2 -3/8 1 -5/8 • 130.0 150.0 5 -0 ..vim i 1- 5 - 8 4 _ 11 2 -3/8 1 -1/2 _3 8 In /61 -1:1 - 8 1- - /4 170.0 4 4 190.0 - . 3 -11 2140 \ 3 - 6 2 -3/8 1 - 1 /4 'TWO VL -20 BOLTS J. NUTS (11 24' O.C. 1/4 -20 S.S. BOLT b WINGNUT iA 1L - 0.0 (TYP) 20 GAGE STEEL DENT PLATE OVERLAP FASTENERS J TYP. MCC NOTE No. 7) J1 2' x S' x .12S" ALUM. ANGLE CLOSURE PIECE. FASTENER 61 12' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.P. S 6 A 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTJNO STRUCTURE EXISTING BAY WINDOW r OVERLAP CxtST WO STRUCTURE SCALE& 1 - 1/2 - • 1' - 0' MAX 1 /1. GA EXISTING STRUCTURE CLOSURE DETAILS 0 FASTENER p 12' 0.G FOR OEStON LOADS LESS THAN OR EOUAL TO 140 P.S.P. b P t 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. ISLE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR/ OVgRLAPFASTENERS TYP. /SCC NOTE N. 7) 0-' r ALUM. ANGLE CLOSURE PIECE. 1 - x 2 - x .OSS' MIN. TO 2 x S x .055 MAX. 1/4 MAX. EXISTP 0 STRUCTURE m 1/L -20 S.S. BOLT 2. W2NGNUT (9 24 0.C. (ITN 20 GAGE STEEL BENT PLAT 1 -1/2 V2 OVERLAP - FI.STENER ED 12 0.C. FOR DEVON LOADS LESS THAN OR EQUAL 70.140 P.S.P. b 69 6 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) exisTSaG BAY WINDOW r OVERLAP NOTFS; 1. ENTER TABLE 1 WITH THE OPENING'S POSITIVE AND NEGATIVE DESIGN LOADS TO DETERMINE MAX. PANEL LENGTH. FOR COLUMN (A) REFERENCE THE ALLOWABLE SPANS AT BOTH THE POSStITIVE AND NEGATIVE LOADS. AND CHOOSE THE SMALLER OF THE OBTAINED VALUES. - FOR COLUMNS ®L(C) REFERENCE THE ALLOWABLE SPANS BASED ON THE HIG ER OF THE POSITIVE AND NEGATIVE LOADS. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITION IN FIELD. - COLUMN ® MAY BE USED ONLY WHERE STUD ANGLE IS USED TOP AND BOTTOM. - COLUMN MAY BE USED FOR ANY DETAILED CONDITIONS. INCLUDIN IRECT MOUNT. IF HEADER 15 USED. MAX. GAP EQUALS 1/4 - COLUMN 440 MAY BE USED FOR ANY DETAILED CONDITIONS. IF HEADS IS USED, MAX. GAP EQUALS 3/4 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 4. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. ALUM. ANGLE CLOSURE PIECE: rx 2 - x .12S MIN. TO x S' x .12S' MAX. EXISTING STRUCTURE PRODUCT RENEWED ACCEPTANCE No. 2 6 . 0,E fi tAT/ONDATE C 2003 BY� PROW CONTROL DIVISION BUILDDIG CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA fU�IL DE �/ DATEvtL( � )y ?b By PRODUCT CON H OC DIV :S :ON BUILDING CODE COMPLIANCE OFFICE 4CCEPLj7CE No. t 4_21 12E_ o U z 07 w 1- U 0 07 4C U_ w iV w z - 111 z a. Ix 0 CJ) -J cn w w CD 0 N 8 u z N W 1• 0 N N 4 N W z 0. H M tl a } 0. 0 v .2 0- 0 • 0 2 1 2 design by vx dr.vMy ..•. 98 -128. 1. (drown by ( rK cteck•d bl VAC •,.e•r L sa 1 TABLE 1 STORM PANEL SCHEDULE DESIGN LOAD w (PSF) MOUNTINGS USING PIECE OP2. BOOTTTOM ANY MOUNTING CONDITIONS (MAX. BETWEEN PANEL AND HEADER) ANY MOUNTING CONDITIONS ( BE7 BETWEEN SPACE PANEL AND HEADER) O L max. (FT -IN) O L max. (FT -IN) 0 L max. (FT -IN) POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD 40.0 - 11 -5 11 -5 11 -5 8 -8 45.0 11 -5 11 -5 11 -5 8 -8 50.0 11 -1 11 - 11 - 1 8 - 55.0 10 - 6 10 -10 10 -6 8- 8 60.0 10 -1 10 -4 10 -1 8 - 8 62.0 9 -11 10 -2 9 -11 8 -8 65.0 9 - 9 -11 9 -8 8- 8 70.0 9 -4 9 -7 9 -4 8 -6 72.0 9 -2 9 -5 9 -2 8 - 75.0 9 -0 • 9 -3 9 -0 8 - 0 80.0 8 -9 8 -11 8 -9 7 -6 -----, 90.0 7 -10 8 -3 7 -10 6 - „ - _-- 1 00.0 7 - 1 7 - 5 7 -1 6- 0 110.0 6 -5 6 -9 6 -5 5 -5 �. 120.0 5 - 11 6 -2 5 -11 5 -0 130.0 5 -S 5 - 5 - 5 4 - i 140.0 5 -0 5 - 3 5 -0 4 - ---- - 150.0 4 -8 4 -11 4 -8 4-0 160.0 4 -5 4 -7 4 - 3 -9 170.0 4 -2 4- 4 4 - 3 6 •7 180.0 3' - 11 4 -1 3' - 11 3 -4 ' 190.0 3 -8 3 -11 3 - 3 -1 200.0 3 - 3 -9 3 -7 3 -0 210.01 3 - 3 -6 3 - 4 2 -10 TABLE2 MIN. SEPARATION FROM GLASS SCHEDULE . POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN' 30' ABOVE GRADE (INCHES) 40.0 5 - 0 2 -3/3 1 -1/2 8 - 8 2 -3/8 1 -3/4 11 - 5 2 -7/8 2 -5/3 45.0 4 _ 0 2-3/8 - 1 -1/1. 8 -•8 2 -3/8 1 -3/4 11 - 5 2 -7/8 2 -7/8 a 50.0 5 - 0 2-3/8 1 -1/4 8 - 8 2 -3/8 1 -7/3 11- 4 3 3 60.0 5 - 0 2 -3/8 4-1/4 8 - 8 2 -3/8 1 -7/8 10 - 3 - 2 -7/8 2 -7/8 - 70.0 5 - 0 2 -3/8 1 -1/4 - 8 - 8 2 -3/8 2 9 - 11 2 -7/8 2 -5/8 .. 80.0 5 _ 0 . - . 0 1 - / : 8 - 8 2 - 3/8 2 - 1/8 8 - 11 2 - 7/8 2 - 1/4 90.0 5 - 0 2 -3/8 1 -3/8 . 8 - 3 2 -3/8 2 -1 /8 5 - 0 2 -3/8 1 -3/8 -- '100.0 7 - 5 2 -3/8 1 -7/8 _ 110.0 5 - 0 2 -3/8 1 -3/8 6 - 9 2 -3/8 1 -3/4 r -120.0 5_ 0 2 -3/8 y 1-3/8 6 - 2 2-3/8 2 -3/8 1 -5 /8 1- / • 130.0 5 - 0 5 - 8 -- 2 -3/8 - -- 1-1/2 - 150.0 F _» 2 _ % �� _ 1-318 1 -57r -. --' 170.0 4- 4 __ -- - -/8 -- - 190.0 3 _ 71 - - - % 210).0 ` 3 - 6 2 -3/8 1 -1/4 t 3 TWO V1 -20 BOLTS L NUTS p 2& 0.0 1/6 -20 S.S. 5OLT L WN GNUT p 21. 0.C. ITYP) 20 (LADE STEEL SENT PLATE OVERLAP PASTCNCRS J , TYP. (SEC NOTE No. 71 2' z S z .125 ALUM. ANGLE CLOSURE PIECE: FASTENER p 12 - O.C. FOR DESIGN LOADS LOSS THAN OR EQUAL TO 140 P.S.F. L p 6 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTIN0 STRUCTURE EXIST W G SAY WIt:DOW r OVERLAP EX)S TWO STRUCTURE CLOSURE DETAILS SCALD 1 -1/2 • 1' -07 MAX. 1/4 GA EXISTING STRUCTURE OVERLAP FASTENERS TYP. (SCE NOTE No.7) (y VQB ti ub) 1/4 MAX. 0 EXISTING STRUCTURE FASTENER p 12 O.C. FOR DEVON LOADS LESS THAN OR EQUAL TO 11.0 p 6 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE. r z r z .OSS MN. TO 2 z S' x .OSS MAX. 1 /L -20 S.S. BOLT L WtNGNUT p 2 0.C, ITYP 20 GAGE STEEL BENT PLAT 1/2' OVERL FASTENER p 12' 0.C. FOR DESIGN ttt LOADS LESS THAN OR EQUAL TO.140 P.S.P. io p 6 O.C. FOR DESIGN LOADS GREATER THAN 11.0 P.S.F. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING BAY WIHOOW 1' OVERLAP NOTES: 1. 1-1/2 MIN. ENTER TABLE 1 WITH THE OPENING'S POSITIVE AND NEGATIVE DESIGN LOADS TO DETERMINE MAX. PANEL LENGTH. - FOR COLUMN REFERENCE THE ALLOWABLE SPANS AT BOTH THE PO TIVE AND NEGATIVE LOADS. ANO CHOOSE THE SMALLER OF THE OBTAINED VALUES. - FOR COLUMNS ®L(C) REFERENCE THE ALLOWABLE SPANS BASED ON THE HIGHER OF THE POSITIVE AND NEGATIVE LOADS. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITION IN FIELD. - COLUMN ® MAY BE USED ONLY WHERE STUD ANGLE IS USED TOP AND BOTTOM. - COLUMN MAY BE USED FOR ANY DETAILED CONDITIONS, INCLUDIN IRECT MOUNT. IF HEADER IS USED, MAX. GAP EQUALS 1 /4', - COLUMN MAY BE USED FOR ANY DETAILED CONDITIONS, IF HEADS IS USED, MAX. GAP EQUALS 3/4'. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 4. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. ALUM. ANGLE CLOSURE PIECE: r z 2- z .12S' MIN. TO 2 x 5 z .125 MAX. EXISTING STRUCTURE PRODUCT RENEWED AccEprANcBNk . 00- 04 2 6.0f, EXPIRATION DATA ./ ZO03 By PRODU(#3CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE. APPROVED AS COMPLYING WITH THE S OUT � H r FLORIDA UILDING DE DATE[}� -b( is ? Br PRODUCT CON DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPWICE NO. - 13 • o! U z Tn tu d 0 0 0 0 `• m N • a: Y •LI = O U X > > w Z N v W Z r ro 4 0 0 0 P 0 J N Q W N _ r X cc a W • 0 ma I n r u. r. > N < R P tL O on fi M 0 N c .2 a • • 0 2 2 2 rde•I9n ty ( VAC 8 c•Cb•d b v/3( •vEnq rw. 98 -128. •na•t 6 of T FASTENER SPACING (INCHES) REQUIRED ANCHOR SCHEDULE • AND SPANS /PANEL LENGTHS FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) .2" EDGE DISTANCE. 3° EDGE DISTANCE SPANS UP TO 6•-0" (SEE NOTE 1) SPANS UP TO 8• (SEE NOTE 1) SPANS UP TO 11' -4• (SEE NOTE 1) SPANS UP TO 6•-0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 11'-4 - (E KM 1) • • _ 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 1. 5 1 CONNECTION 2 TYPE 3 1. 5 CONNECTION - 1 2 TYPE 3 4 S CONNECTION 1 TYPE 2 3 I. • 5 ' 1 CONNECTION 2 TYPE 3 4 7 5 9 MIN. 3.000 PSt CONCRETE 7 111..11111111lpC.101F1u11U:111U> t. /a- I nX.CMBEOMENT 56 13 13 13 13 13 13 10 10 9 10 13 5 8 7 7 13 13 13 13 13 13 11 12 10 12 1 6.5 9 62 13 13 13 12 13 13 8 9 8 9 13 5 7 6 7 13 13 13 13 13 13 9 11 9 10 13 5 8 7 8 72 13 13 11 10 11 13 6 •11 7 8 13 4 6.5 6 6.5 13 13 13 11 13 13 6.5 9 7 9 13 4 5 6.5 7 105 13 6 8 7 7 13 4 6.5 6 6.5 13 4 6.5 6 6.5 13 6.5 9 7 9 13 1. 7 6.5 7 1 3 4 7 6.5 7 210 13 4 6.5 6 6.5 13 4 6.5 6 6.5 13 4 6.5 6 6.5 13 1. 7 6.5 7 13 4 7 6.5 7 13 4 7 6.5 7 �` 1 14-• wit's 1.1/4-20 U/a ■i BAWL CALK -N EMBEDMENT SCCWALK DOLT - • HEAD) 56 13 13 12 13 12 13 10 8 9 8 13 5 6.5 7 6 13 13 13 13 13 13 13 13 11 13 13 7 10 8 10 62 13 13 11 12 10 13 8 7 8 7 13 4 5 6 5 13 13 13 13 13 13 10 12 10 12 13 • 6 9 7 9 72 13 13 9 10 9 13 . 6 6.5 7 6.5 13 3 5 6 5 13 13 13 12 13 13 7 10 8 10 13 5 8 7 8 105 13 5 6.5 7 6.5 13 4 5 6 5 13 9 5 6 5 13 7 10 8 10 13 5 8 '7 8 13 5 8 7 8 210 13 4 5 6 5 13 4 5 6 5 13 4 5 6 5 13 5 8 7 8 13 5 8 7 8 13 5 8 7 8 ututiut�uul.ulunnuant: la '. ;��1111UtUHUUHI= t/a ELCO - PANELHATE MACHaN[ 5 t 5 6 13 13 8 6 7 13 5 5 1. 5 10 8 4 3 1. 13 13 9 6.5 9 13 5 6 4 6 10'7 4 4 3 4 ' 62 13 12 7 5 7 12 3 5 4. 5 9 3 3 3 13 12 8 5 8 12 t 5 4 5 9 7 1. 3 4 72 13 6.5 6 4 6 10 �� % L 3 4 8 a 3 3 3 13 7 7 5 7 10 3 5 3 4 B 4 3 4 MALE/I`CNALL W/ 1_V6 SCRCVnAlT 105 10 0 t � 1. 3 8 � 3 8� 3 3 ",///,..•,110 '3 8 8/ 3 3 �, `! 3 3 10 8� Hj 5 4 3 3 4 4 8 8 �� f 4 4 3 3 t 4 8% 8 1. 4 3 3 4 t 2 1 8 3 FASTENER SPACING (INCHES) REQUIRED ANCHOR SCHEDULE AND SPANS /PANEL LENGTHS FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 2- EDGE DISTANCE 3• EDGE DISTANCE SPANS UP TO 6" -0" (SEE NOTE 1) SPANS UP TO 8•-8" (SEE NOTE 1) SPANS UP TO 11•-4" (SEE NOTE 1) SPANS UP TO 6. -0- (SEE NOTE 1) SPANS UP TO 8• -e" (SEE NOTE 1) SPANS UP TO 11' -4" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 1. 5 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK U . 11t11ltlt111111A1t1111111115tU I/1."• ITV TAPCON W. W 1_1/a N EMBEDMENT 56 13 13 6.5 4 6.5 9 3 1. 3 4 7 ra©.1.. 6 5 3 13 13 7 4 7 10 3 5 3 5 7 NW 4 3 62 12 8 6 4 5 8 r 4 ra L 6 4 3 t 3 13 9 6.5 4 6.5 9 3 4 3 4 7 MEW 13 3 11 105 10 7 4 5 3 3 5 3 7 6 � �} 3 3 j ' 3 � 6 5 3 3 %� �� 13 5 4 � t 1.111.3111111111Ui1111111'd11fl1:. 1/1. W000 LAO W/ 1_2/4 MK THREAD CMDCDNCNT SMEAR PERPENDICULAR TO v000 GRAIN 62 13 13 7 11 7 3 / 5 8 5 A 3 7/ 3 710 6 ��IJe�/� 13 /-Acr 6.5 10 ! ! 3 //� !/ /.�� / I /� PA, 3 13 /,/��j �ll 1'!/ 3 5 3 !%/.i 13 5 /// / 7 4 13 4 � %Ii'/ 5 3 ; 1/4 W/ T /t L V4-20 (3/4"0 -' ■i, 56 13 13 7 5 6.5 11 4 t 3 t 3 3 3 3 13 13 10 6.5 10 13 S 7 4 7 11 © 5 3 5 62 13 10 6 5 6 10 3 4 3 4 8 A . 6 3 3 13 13 9 6 9 13 1 6.5 4 6 10 G S 3 t RAWL CALK -IN EMDCOMENT SIDEWALK BOLT KAM 72 13 6 5 4 5 9 ✓ ! 3 3 3 7 Q 3 . 3 13 7 8 5 7 11 3 5 3 S S 210 t 3 t 105 8 6.5 %� 3 3 / 3 • �� 3 7 / /� 3 / 3 11 3 5 3 5 9 13 13 13 13 8 / �� 4 3 4 210 1 . 13 13 13 � 12 11 3 r/ 3 7 WE 3 X 3 9 MCIENCEMICEIMIg 13 13 13 13 13 8 10 10 10 13 4 3 4 auumisnuau.Inlpuumo ( ;f � 111111II.I 1 /4 PANELMATE Mx. MACHINE Illl111 CLCO MALL /FCMAL v/ 1-1-11/4" EMBED. i V 1 -28 NE SCREW /NUT 56 1 3 13 8 6 7 13 5 5 1. 5 10 T t 3 4 13 13 9 6.5 9 13 5 6 1. 6 10 13 4 3 4 62 72 13 13 12 6.5 7 6 5 t 7 6 12 10 3 %` 5 4 L 3 5 4 9,4 8 3 D 3 3 3 13 12 8 5 8 12 1 5 1. 5 9 - 4 I. 4 3 4 4 3 4 . 105 1 : i 3 i , ' Rt 3 8 �� !/I 3 = %// %� 4 3 t 210 8 / 3 �� 'E 3 ,,' !B MW 3 �/� i((G L 3 4 a A 4 3 6 8 r 4 3 4 FASTENER SPACING (INCHES) ANCHOR SCHEDULE ANO SPANS /PANEL LENGTHS REQUIRED FOR VARIOUS DESIGN LOADS 3tif11muis ONIISIX3 ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) ' 3/4' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 11' -4" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1_2/4- HIN. 56 13 13 10 13 10 13 10 7 9 7 13 5 5 6.5 5 ��IIgU1111mOHl111i11(11. 1/4"4 W000 LAG v/ 1-2 /4- M•L tMBEDMEN1 ENT SHEAR PARALLEL TO vOOD GRAIN 62 13 13 9 11 9 13 8 6.5 8 6.5 13 L 5 6 5 72 13 13 8 10 8 13 5 5 7 5 13 4 4 5 4 1o5 13 5 5 7 5 13 t 4 5 4 13 4 t 5 L 210 13 1. 1. 5 4 13 4 1. 5 4 13 4 4 5 4 1 -3/1.• HIM. 56 .13 13 8 13 8 13 10 5 9 5 13 5 4 6.5 t 1.111.3111111111Ui1111111'd11fl1:. 1/1. W000 LAO W/ 1_2/4 MK THREAD CMDCDNCNT SMEAR PERPENDICULAR TO v000 GRAIN 62 13 13 7 11 7 13 8 5 8 5 13 4 L 6 4 72 13 13 6.5 10 63 13 5 1. 7 t 13 4 3 5 3 105 13 5 4 7 4 13 4 3 5 3 13 4 3 5 3 210 13 4 3 5 3 13 t 3 5 3 13 4 3 5 3 • 56 13 13 7 5 7 10 3 5 3 5 7 �// �` 4 V 4 ! ` `"'��,,,,� 72 11 5 6 3 5 8% 4% 4 6.5 / / 3 ✓ ! 3 BRASS v000 BUSHING W/ 7 /E' MIN. EMBED. 105 8 i SS • 4 % 4 6.5 %� j / � SS• 3 / 3 6.5 3 3 210 6.5 � 3 3 6.5 %� 3 3 6.5 •' 3,/ 3 uuuna�Ilmn 111 nLUm1_ !qg IIIU1111111cmc.-- 1 Va -B CLCO HALL/FENALE - PA/CLHATC - W/ 1-1 /r MIN. EMBEDMENT 56 13 13 13 13 13 13 13 13 13 13 13 8 10 10 10 62 13 13 13 13 13 13 12 11 12 11 13 7 9 9 9 72 13 13 13 13 13 13 8 10 10 10 13 6 8 8 8 105 '13 8 10 10 10 13 6 8 8 8 13 6 8 8 8 210 13 6 8 8 8 13 6 8 8 8 13 6' 8 B 8 ANCHOR NOTES • 1. PANEL LENGTHS & LOADS SHOWN HESE ARE NC-R ANCHOR SPACING ONLY. ALLOWABLE PAN/EL LENGTHS FOR SPECIFIC LOADS MUST BE LACED TO THOSE SHOWN IN TJ-RLE 1. SHEET 4. 2. ENTER TABLE BASED ON THE EXISTING S'I i1UCTU%ir MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. 3. CHOOSE DESIGN LOAO GREATER THAN OR EQUAL 1'Q NEGATIVE DESIGN LOAD ON BUILDING. AND CHOOSE ';PAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MINI WOOD STUD. WOOD SHALL BE "SOUTHERN PINE" G - 0.55 OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCOROANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ti 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLVOES WALL FINISH OR STUCCO. 8. 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9. FA DESIGNATES ANCHOR 'CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. N4 REQUIRED FOR DIRECT MOUNT (7 6.5" OR 13" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. N � LL! � f f PRODUCT RENEWED 0 ACCEPTANCE Na, 00' 0 4 - 2 F/ .Ors e EXPIRATION DATE B �c U Z Z 0 � u W Z PRODU T CONTROL DIVISION BUILDING CODE COMP1NCE OFFICE AP PROVED AS COMPLYING WITH TN! SOUTHILORIDA WILDING ODE DATE /!'+ • PRODUCI CCN ROL DIVIS:CN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. ' D -0 M C 0 a • c 8 c • 2 COPYRIGHT 1990 KNEZEVICH 3, ASSOCIATES. INC. BEAM SCHEDULE DESCRIPTION PANEL SPAN BEAM SPAN 2 x 5" 5'_0- 9' -3" Tv - .125' 8. -2 -; 7'-11- It a .125" 2 x 9 5'_0". 15'-7 - Tv ..072' 8' -2' 13' -4 Tt • .224- • • 0 . r- EXIST • .. 1 .1 4 0 STORM PANEL SUPPORT BEAM P SCALE : 3" • V -0 Vt - -20 STUD L WINONUT. PANEL TO ANGLE CONNECTION p 6 -V2" 0.C. (1/AX DESIGN LEWD a 72 PSF) ® TRAP MOUNT SCALE : 3" • T -0" Al2 SMS p 12- STORM PANEL=- STORM PANEL ALT. LEO DRECTION THREE -1/4'e THRU BOLTS 2 "'x 3" x 1 /1.' • 0' -0' 6063 -T6 ALUM Arnie OR TWO -2 x 3" x VI" n 0' -B" 6063 -76 ALUM. ANGLES THREE S /16'• CALK -IN ANCHORS p 3-1/1" O.C. W/ 1 MOM EMBED. IN CONE. OR HOLLOW BLOCK W/ 3 -3 /t" MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x S" x 1/8" BEAMS (TAME t4 ON LOAD xe 72 PSF) 1 -1 / L - Milt 2 -1 14" 1 2 x 3' x 1 /8' ALUM. ANGLE Tr vt -• RAWt. CALK -W E 7' O.C. W/ MW. 7 /1' MBEDMENT Ot CONCRETE AND 3' EDGE DISTANCE ALUM. BEAM ISEE SCHEDULE BELOW FOP 6EAM•DESCRIPTI0:1 MAX. HORI20HTA :. £P ati ) • t /:,'.b.R 3 /4' HAX.SAP SCE STORM r.J L. sCHEO. BA4 AT TOP OF PANEL N • 0 X 0 J Z a X X THREE S /16 CALK-PI ANCHORS p ) -V8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3 /4' MN. EDGE OIST. USE TWO ANCHORS FOR 2' x 5" x 1/8' BEAMS N eg G • d r G EMS EXIS TING C.B.S. • 4 a e "SSA" ANGL 2" x3'x1 /t x0' -8" 6063 -T6 ALUM. ANGLE OR TWO -2" x 3" x 1/8' x 0' -8' 6063 -T6 ALLM ANGLES THREE -1 /4'• TMRV DOLTS ALT. LEG DIRECTION NOTE:THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. L" .NON.- S'`nVCTURAL FINISH MAX... .. 7' . M.aY.EP!AL IoniCK OR WOOD • 2.4111) . . • FASTENER. SEE ANCHOR SO4CDULE. 1 P.EFERtfCE COI;NECTIC-Ft ?'T. STORM PANEL (%LAX. CePPN MAO x 72 PSF) 0 STORM PANEL SUPPORT BEAM 1 SCALE 13' • T -0" I/2 - h" HEADER N (iAAX. DESm4 trAo - m 72 P.SA) WALL MOUNT 0 z J art z 0. X S ALUM. BEAM (SEE BEAM SCHEDULE BELOW POR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) 2" •tIN. 1/L OR 3 /4" MAX. GAP SEE STORM PANEL SCHEO. BASED ON GAP AT TOP OF PANEL. PANEL STORM -• \--FASTENER. SCE A CMOR SCHEDULE. REFERENCE CONNECTION'iYPE r I ` "SEA' ANGLE L MAX. 1 NON- STRUCTURAL FINISH MATERIAL (BRICK OR W000 BANGING) (I4AX. DEE ON LOAD - x 72 P.B.F.) O WALL MOUNT U SCALE : 3" x 1' -0 it • PANEL MAY BE MOUNTED y AT FACE Of OPENNG 1 /4" -20 STUD s 4/PIGNUT. PANEL TO ANGLE CONNECT= p 6-1/2" 0.C. 2" x 2 x .093" MIL - 2" x S' x .093' MAX. STUDDED ANGL ().LAIC DESIGN LOAD m 72 PSF) R O TRAP MOUNT SCALE : 3" • 1' -0" STORM PANEL 'SEA' ANGLE ANGLE To WALL. D PANE- TO ANGLE DETAIL By ::M > • s.G ' I i /L": :'.N ZNEEO - .': 2. 4 > _LLD J;JC_ tt. G R 1:4"0 ITV T: C ^N.;1 t O.C. N/ 1 N S" MN. B EOP'ENT•IH CONC. OR L<iLLAW ^.EVES EXPIRATION DATE STORH PANEL PRODUCT RENEWED ACC:MANCE No. DO — D4 PRODL' CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE VL -20 STUD & 4/ PIG NUT PANEL TO - SEA' ANGLE CONNECTION p 6-1/2' 0.C. APPROVED AS COMPLYING v "TH THE SOUTH FLORIDA 13 !LD:):G ODE 0 DATE 0 Qj 4 BY PRODUCT C::.`r" DIV:SION BUILDING C::. ;: COMPLIANCE OFFICE AccFFI:.:(cL (:o S 07i3 -o t_ 5.i w < 0 0 K VI J N1 t7 f < < E W S 0. O v in z = J W < t.. N _ z W r. X Y > r < 0 Q P u. 0. O n - X._ 1• X e I, 0 ^ IR Z Y i s < 0 0 X v J l w z d 0 J w W 1- 0 O N 54 < 0 cc 0 J LL 0 0 Ifl J N r 0 0 PI h O "TWO-1/ 4'0 WOOD LAG SCRewl p 24 O.C. MAX PANEL SPAN . S'-6 USE 3rd ANCHOR 0 2L O..C. MAX FORSPANS -S' YxL xVB'coNr ALUM. TUBE (6063 -T5) Ni- SMS x 3 /L- p 12' C.C. 'U - HEADER OR 2'x SEA ANOLE WI STUDS S 6 - 1/2 - O.C. MAY BE UBSTITUTED FOR - U - HEADER SNOW CLASS OR DOOR 'SEA - ANOLC ran CONNECTION DETAIL (SECTION) SCALE s 3 . r -0" ACCESS MOLE (TYP) STORM PANEL '• STORM PANEL I- 0 0 1. J 1 Z 6 2 x L x 1/e CONT. ALUM. TUBE 16063 -T6) (MAX. DESIGN LOAD = 72 PSF) W000 ROOF TRUSS OR FRAMING MENDER SMALL BE PERPENOICVLAR TO PANEL FACE STUCCO FINISH OR PLYWOOD SOFFIT l 1 /L' MAX. • (MAX. DESIGN LOAD t 72 PSF) SOFFIT CONNECTION DETAIL NOTE: FOR BAY WINDOWS. FASTEN AT A MAX. 24 SPACING. SPLICE AS SHOWN FOR CORNERS OF BAY WINDOW. VL'0 RAWL CALK -N 9 S' O.C. WITN 7 /8' MUt EMB. Di CONE OR OR MOU.OW BLOCK OR 1/1'• LAG SCREW 9 TI O.C. W/ 1 -1/2 MN. EMS. N W000 OR VL'0 RW TAPCON p L O.G W/ 1 -1/4 MIN, EMB. N CONC. OR HOLLOW BLOCK 1/2 - 0 TMRU BOLT p 12 O.C. 1 /L - • RAWL CALK-14 p 1r O.C. WITH 7 /5" MIN. ENO. N CONC. OR HOLLOW BLOCK OR U4'0 LAG SCREW p 2A- O.C. W/ 1 -1/2' MN. DO. N WC00 OR 1 /L 1TW TAPCOM p 6- D.C. WITH 1 -V4' MIN. !MB. N CONE. OR HOLLOW BLOCK • x 2' to 1/0' COHT. ALUM ANGLE 6663 - 16 11 PASS THRU" DETAIL oN CONCRETE) SCALE s 3" • 1' -0 r MAX. 1/5' TILE FNISH MATERIAL �3 /L' PLYWOOD 3/4" 3/4' W000 FRAMIN o o CLASS OR DOOR "SEA ANGLE BAY WINDOW N.T.S. 2" x 5 * V3 1.tUM. PLATE (6064.76) INS )E EACH SIDE. FASTEN W/ 8. 12 SMS OR 3/16 - 0 POP RNCTS CALM SIDE AS SHOWN p 1' 0.C. SPLICE DETAIL FOR BAY WINDOW APPUCATIONS SCALE . 1 -1/2' x r -0" PLYWOOD OR STUCCO FINISH 1 - xt - ALUM. TUBE EXISTING STRUCTURE SHALL BE MIN. 3.000 P.SJ CONE. 2 - z2 " xV0- ALUM.ANGLE O ANGLE BUILD -OUT SCALE : 3 ■ r -o STORM PANEL 3/1 • TMRU BOLT p 12 - O.C. (MAX. DESIGN LOAD = 72 pSF) - U - HEAD.: STORM PANEL (MAX. DESIGN LOAD = 72 PSF) ACCESS HOLE 2'x2 - x 1/0' CONT. ALUM TUBE 16063 -T6) 1/L S.S. WOOD LAG SCREW W/ Z" MIN. EMBEDMENT N W000 10 10- O.C. 1 /1.'• S.S. W000 LAO SCREW W/ 2 PaN. EMBEDMENT N W000 9 24' 0.C. "PASS THRU" DETAIL (IN moo) SCALE • 3 - r -0 MAX. VII' TILE FINISH MATERIAL 3 /4 PLYWOOD 1 /L^ o RAWL CALK - IN 9 S' O.C. W/ 7/0' M:i EMB. 04 CONC. 2 x Z' x -1/0 MIN. - 2' x S x 1/B' MAX. CONT. ALUM. ANGL.E (6063 - T6) W/ 111. TMRU BOLT TO HEADER p +z- o.0 VL P..AX. PRO.= ; UCH' RENE% rANCIS 64- Q � • ° TLON DATE 4 2 Ora BY PRO CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE STORM PANE 2' x 2' x .I04- CONT. BENT PLATE 12 GAGE STEEL ASTM A666 GRADE C - SEA - ANC!. STORM PANEL 1/4 THRU BOLT ANGLE TO ANGLE CONNECTION p 12 O.C. (MAX. DESIGN LO AD 72 PSF) 111. RAWL CALK -IN p 6' O.C. W/ 7 /5 111)4. EMB. N NC. CO O O ANGLE BUILD-OUT SCALE . 3 - r -o • - EJ IS'T.% SY,?JC (URE 1 /L -20 STS71.10 0 6 - 1/2" O.C. W/ d.LUM. WASNEREO WINCTNT 1/2' PLAN VIEW HORIZONTAL PANEL INSTALLATION (MAX DESIGN LOAD ± 72 PSF) v---/ BENT PLATE CONNECTION SCALE : 3 = 1• -0 1 /6 RAWL CALK-04 9 6 0.C. W/ 7/0 1014. EMS. N CONC. OR HOLLOW BLOCK. 2' x 2' 1/6 - M1N.- 2' a 4 x 1/0' MA COHT. ALUM AItOLE (6OG) J ROVED AS COMPLYING !:•'TH THE SOUTH I FLORIDA UILD'V.G 09E zTr ouz#A i 14 PRODUCT C::• :�It OIV!SI011 BUILDING Ct... COMPLIANCE OFFICE ACCEPtart• 111). qi°113 .O/ U Z CO w 1 Q U 0 ED c, U W N w Z garsicrzszsmirszogrzo J 8 a LLI - 5 $ E CD d N c O a r • 2 2 E s PROFESSION GNCER FL LI j • Nos PE • • 83 .c AS NOTED [...testy* by 1 Vac (drwn by ` NC (cA d .c6• tt Vx dr wving n.. 98 -128 ` shoot t •1 64/23/1. •