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WS-06-1925Issue Date: 7/27/2006 Owner's Name: BRIAN WOLSTENHOLME Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 380 91 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACE 4 EXISTING WINDOWS AND 10 SHUTTERS Additional Information Miami Shores Village, FL 33138 Expires: 01/23/2007 Type of Work: Additional Info: No of Openings: 15 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $5.00 $350.00 $15.00 $8.75 $381.15 Building Departm - 1 File Copy t Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -7 -06 -1925 Phone: (305)758 -3477 1132060190200 Lot: PB: Total Square Feet: 0 Total Valuation: $ 2,450.00 Re. uired Ins • ections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS -7 -06 -25624 Total: OJA L , \ Amt Due $381.15 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Number: INSP -22605 Permit Number: WS -7 -06 -1925 Inspection Date: 10/1012006 Inspector: Grande, Claudio Owner: WOLSTENHOLME, BRIAN Job Address: 380 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Deaartment Comments Thursday, October 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters EB Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -3477 Parcel Number 1132060190200 Lot: Page 1 of 2 G Passed d i O Inspector Comments AAA.V10(4-) S Z 1(-----, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -22605 Permit Number: WS -7 -06 -1925 Inspection Date: 10/1012006 Inspector: Grande, Claudio Owner: WOLSTENHOLME, BRIAN Job Address: 380 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Deaartment Comments Thursday, October 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters EB Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -3477 Parcel Number 1132060190200 Lot: Page 1 of 2 Accordion shutter is OK. Tracks on windows on east and west elevation are short. The opening space between wall and shutter exceeds the 1/4" allowed by the Product Approval. All shutter panels must be installed for final inspection . 10/10/06 CG. Passed Inspector Comments Failed r' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -22604 Permit Number: WS -7 -06 -1925 Inspection Date: 10/10/2006 Inspector: Grande, Claudio Owner: WOLSTENHOLME, BRIAN Job Address: 380 91 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Tuesday, October 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number (305)758 -3477 Parcel Number 1132060190200 Lot: Page 1 of 2 Permit Number: WS -7 -06 -1925 Invoice Number: WS -7 -06 -25624 Applicant: BRIAN WOLSTENHOLME Company Name: Owner Address: 380 NE 91 ST MIAMI SHORES, FL 33138. Job Address: 380 91 Street NE Miami Shores Village, FL 33138- Date Wednesday, August 16, 2006 08/16/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number 1774 Amount $381.15 Change $0.00 Total Payment: $381.15 Page 1 of 1 'r\\ "1 IY f � BUILDING PERMIT APPLICATION B Y. FBC 2004 Tenant/Lessee Name Contractor's Company Name Contractor's Address Permit Type (circle Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) w .4 0 l t M& Phone # J " J� J 4 Owner's Address 3 AC N 4 1 S' ``��.[x, ,7 City 1� State Zip �� 1 2 7 Value of Work For this Permit $ Miami Shores Village Building Department 10050 N.E.2 Tel: (3 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Ouuki2_42._ City State Qualifier Name State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 0 c) i Shores Florida 33138 t ,7,.8972 Permit No. IMSOG I • -Master Permit No. Phone # Phone # Structural Review. $ Total Fee Now Due $ Zip Phone # Phone # Square / Linear Footag(Of Work: Type of Work: ['Addition ❑Alteration 'ew / Repair/Replace Demolition ( q Describe Work: ui \,l�/A'��v C, ,o, �� t QJC, L(f `/�/\ �►-8 tJ 1 AMA �m rAna &ul (1 1 u(0 (' c ��} C�, aiL 4 w Ito Dow S 1 0) + 11 D peacis -5 u71,¢R..S (tato) ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 350 m CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve nd a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was ac o before me h's � ,, The � fore g oin g instrument was acknowledged before me this day of 20 I' y no 1�1 . U) C / 1 lQ f 20 , by — who is personally known to me or who has produced , � r • = , ,, .ab NOTARY (Revised 02/08/06) Signature Contractor who is personally known to me or who has produced s identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: i • ��. s, Sign: MIA . Print: My Co mission Expires: ,, ° :7 EX Pirc j � o /98 My Commission Expires: * * * ** / 4 ,�Ga** ' 214 7********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** . nc APPLICATION APPROVED BY: � fjYp Plans Examiner Engineer Zoning Please read and initial each paragraph. VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: An" Ovt " V1. O LSfit" VL o DATE: O 6 ADDRESS: 3g I Kua ILtedIAA4 ;W 6 . pc 3 Do hereby petition the Village of Miami. Shores.to act as my own contractor pursuant to the laws of the State pf Florida, F.S 489.103(7). And Ihave read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two= family residence. You may also build or improve a commercial` building at a cost of.$25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease: If you sell or lease a building you have built yourself within one year after the.construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any .person working on your building who is not licensed must work under your supervision and must be employed by you, which means that.you must deduct F.I.C.A and with - holdings tax and • provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. 1. I hold title to the above property and I am planning on doing this construction Initial ) IN 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial n 1 ""' 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official alter or give advice on how to meet minimum code. Initial '""t and inspectors are not there to design, code —. only if the structure meets the Initial ,/ 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial A" 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. - fM Was acknowledged before me this B U �G v i l 5ie By �� Produced there License or WNER Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I. understand that under state and focal laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial A day of Jv , 20 0 (0_ i na[Iyown to me or who has as identification. NOTA N1abee ir "` : Commission# a# Expires: Jul 13, am lRub • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • " , • 6 D ) • • • • • • • < • • • • • • • • • • • • • • • • • • • • • , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t•-•-) t •A),) u 1,A) •-•, 5' Y\() — IAA 3 6 v■ r Hu yN TLZf T ( %- • sC) 1. 6 y‘fi R uu r izi/ri r iz '6 1- '&Y\A- 0 )1 •(.; 0 L 4 w a 40 • J 1 � � ' )6 .) jQ btu) V\ j U Q • • • V C 3 � • •• • • • • • •••• • •• • • • • • •••• • • • • •••• • • • • • • • • • • •••• • • • • • • •••• • • •• • • • • •• •• •• • •• • • • • • • ••• • •• • • • •••• • • • • ! 1-1 air( I ! ii( ? I i• • 5167 1�7,�,,ci�yc.•1 50'�'tii ^e r�i toOpfjA-�,f 1 I �: 4 (4) A iu r-4 vv\ 1 (1./A) t 1/ d !_,t) Si) ttev )71 Q u 1 C 5 VOW3 fte,:: vi st-4 (k) - Q ..$) (7 53 3; , 3 73 ) 1-1 e t r 53 69 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 (? d f 3 , 7•'a' • ... • • • .. • • • • .. • . ••• • GoT� l3LOC,� --y • • .. .. . • • •••• ••••••• • • .. • • • • • ... • .. • . . ••• • • • • • • ...... • • .. • ••• • • • • ••• • • /`7P�yy fit) 440 .e 2 L c Go72t ,a4c9c,--a MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE IBCtO) PRODUCT CONTROL DIVISION •• • • NOTICE OF ACCEPTANCE INCA . PGT Industries P.O. Box 1529 Nokomis, FL 34274 • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • • • • •• • • • • • .viCo tot • •• • • • MIAMI -DADE COUNTY, FLORIDA • • • •• • • METRO -DADE FLAGLER BUILDING • • • • "' • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • (305) 375 -2901 FAX (305) 375 -2908 • •• I`i SCOPE: This NOA is being issued under the applicable rules and re o ng th a of construction materials. The documentation submitted has been reviewed by Miami- ade ounty • oductntrol Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 COMPARATIVE GLASS TYPE: A. 5/16" B. 5/16" C. 13/16" D. 13/16" ANALYSIS TABLE: . LAMINATED (1/8 "A,.090,1/8 "A) FTL -1885 LAMINATED (1/8 "HS,.090,1 /8 "HS) FTL-188S I.G., 1 /8 "1-IS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -3735 I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1/8 "HS,.090,1 /8 "HS) FTL -3739 WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 ' 63.000 76.000 26.500 A 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 D,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 37.000 A 66.7 -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 B,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -76.1 53.125 A 66.7 -80.0 63.4 -63.4 47.9 -47.9 48.3 -48.3 8,0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 _ 63.4 -63.4 58.7 -58.7 54.5 -54.5 76" CAX. W10IDOW • • OGHT • ••• • • • 5 3/4" MAX. 13" -� MAX. ON CENTER TYP. HEAD & SILL 53 1/8" MAX. WINDOW WIDTH • D • -• • • - • •• • • • • • • • • • - • • •• � •• • • • • • tr■ - • I • �• • 0 i• • • • • • VL'tT1 SILk 50 1/2" x 38 1/4" •• •• • • • • •• • • • • • x • • • I� ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 8" MAX. AT MTG. RAIL 13 /8" MAX. 0.C. 6 ' MAX. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER //�� BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. /u\ B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) Robert L Clark, P.E. PE 939712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Re ed F . R F. Rand ES F.K. Roved By: D.B. Drown D D.B. Dofe: Revisions: 6/3/03 0 -ADO CLASS TYPE & TABLE Dote: Revisons: 03/26/03 C -ADD 13/16 l.G. Dote: 10/11/01 Dote: 8/18/98 Date: 2/9/98 Revisions: TB, TABLE, EXTR. Revisions: Description ELEVATION & NOTES Tlae: So, es/Model• SH -701 Scale: NTS Sheet: 1 of 5 A ALUMINUM SINGLE HUNG WINDOW Dro ving No. 4040 R • • • • • • • • • • • • •••• • •••• •••• • •••• • •••• • •••• • •••• 1/8" ANNEALED OR HEAT STRENTHENED — GLASS • • • 0 R - SAFLEX A1 SOLUTIA R • • •••DUPONT PVB • •••• • • • • • •• • • • • •• • • •• •• • • • ••• 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. • • • 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. [CLASS BITE 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS^ 5/16" LAMINATED /U\ REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 Robert L. Clark, P.E. PE 639712 Structural ITEM DESCRIPTION V.T. # 1 FLANGED FRAME HEAD (Alum. 6063 —T5) 612225 2 FLANGED FRAME SILL (Alum. 6063 —T5) 612226 3 FLANGED FRAME JAMB (Alum. 6063 -75 ) 612227 4 FIXED MEETING RAIL (Alum. 6063HS—T54) 4054A 5 SASH TOP RAIL (Alum. 6063HS —T54) 4006C 6 SASH BOTTOM RAIL (Alum. 6063 —T5) 612230 7 SASH SIDE RAIL (Alum. 6063 —T5) 612231 8 GLAZING BEAD (Alum. 6063 -1 6534571 9 WEATHERSTRIP — VINYL BULB 6TP247K 10 SIUCON 62899C 11 (( /l F 12 5/16 (.350' W /DUPONT SOLUTIA INTERLAYER PVB INTERLAYER 13 #6 x .750 PHIL PN. HD. f7658PFAA 14 SWEEP LATCH 15 #8 x .625 PHIL FLT. HD. 7858WW 16 WINDLOAD ADAPTER (Alum. 6063 —T5) 612236 17 #8 x .375 PHIL. P.H. TEK 78X38PPT 18 WEATHERSTRIP — VINYL BULB \SASH 6TP249K 19 SASH TOP GUIDE 20 SCREEN 21 BALANCE COVER 22 BALANCE 23 WSTP, .270 x .170 BACK FIN SEAL 1235 24 SASH FACE GUIDE 71087 25 #6 x .500 PHIL. FLT. HD. 6X12FPAW 26 SASH STOP (Alum. 6063 —T5) 612244 27 #8 x 1.000 PHIL. P.H. SMS 78X1PPA 28 SEAM SEALER 6SM55W 29 WINDLOAD ADAPTER (PLASTIC) 61207 30 GLAZING BEAD (13/16" I. G.) 6063 —T5 4067 2 TO frame iambs, 30" from bot.) 31 13/16" LAMI I.G. GLASS (1/8" HS & 5 /16' W/ 3/8" AIR SPACE) 5/16" IAMI — (21 IIJFS OF 1/8" HS G.ASS W/ . 90 SOLIITIA OR DUPONT PVR INNFY. WSTP 2 SCHLEGEL OR EQUIV. 32 .187 x . 30 BACK FIN SEAL 33 EGRESS LATCH (OPTIONAL) 34 SPRING, SILL LATCH (OPTIONAL) 35 BALANCE LTR # U A —U Fi SASH S > 40 36 13/16" LAMI I.G. GLASS (1 8" HS & 5 16" LAMI W/ 3/8 AIR CALDWELL R SPACE) PGT 5 /16" IAMI — (1) IITF OF 1/8" A GI ASS & 0 ) IITF OF HS GI ASS W/ .090 SOLUTIA OR DUPONT PVB INNER LAYER 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1060 11 (19 MEETING RAIL 64009 2 2 4029 -1 2 Revd 9 F.JC R F.K. Rowe ey F.K. Rex Ry. Drown Lir D.B. Description: 2 8 8 (1 per Glazing Bead) 2 2 1 1 2 1 QTY. / LOCATION r 2 to attach Balances to Jambs) 1 11.5" from end of vent top roil) 2 if width is >= 42") 2 Sweep Latch Screws) 4 when using 2 Sweep Latches) 2 0 frame Iambs, 30 from bot.) 4 Windlood Adapter Screws) 1 at Vent Bottom Rail) 2 1 per each balance) 1 2 1 per each balance) 2 1 ® each frame jamb) 3 0 vent iambs & vent top rail) 2 1 /vent iamb. 2.5" from bot.) (sash (ace guide screws) 2 (0 top of each frame iamb) 4 (Frame & Vent Assv. screws pate: 6/3/03 Dote: 03/26/03 Dote: 10/11/01 Date• 8/18/98 Dote: 2/9/98 Re. none: 0 —ADD GLASS TYPE 11711 36 Re ie;ana: C —ADD 130 -135 Revisions: TB, TABLE, EXTR. Revisions: VENDOR ALUMAX ALUMAX ALUMAX INDALEX INDALEX ALUMAX ALUMAX ALUMAX TEAM PLASTICS DOW CORNING H.P.G. AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER ALUMAX MERCHANTS FASTENER TEAM PLASTICS TP -249 MASTER TOOL VINYL TECH. \PGT WYBORG CALDWELL SCHLEGEL OR EOUN VINYL TECH. \PGT SCHERER IND. PROD. ALUMAX MERCHANTS FASTENER SCHNEE /MOREHEAD PROTOTYPE INDALEX PGT LAYER PARTS LIST & GLAZING OPTIONS 11De: ALUMINUM SINGLE HUNG WINDOW Series/Model: Scato: Sheet: Drawing No. SH -701 NTS 2 ar 5 4040 VENDOR # AF -12225 AF -12226 AF -12227 64054A 64006 AF -12230 AF -12231 AF- 534571 TP -247 899 PGT.214.XX AF -12236 STAVE 675161; AF -12244 SM5504 WC996 -1207 64067 61060G 64009 7SPRNG Rov: D • • • • 1 • •• • • • • • ••• •••• • • ••• •••• • ••� 0 •••• • •• 78.000 •.•• MASC. •' HEIGHT • •••• • • ••.• • •••• •••• • • INACTIVE A31 • .737 •• • • • ••• •••• • • •••• EXTERIOR ROUGH OPENING 2.784 2.784 ROUGH OPENING .500 34.500 DAYLIGHT OPENING 1 ( DOA 34.500 DAYLIGHT OPENING ACTIVE 2.330 INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1.123 ROUGH OPENING VERTICAL SECTION OPTIONAL Robert L. Clark, P.E. PE 839712 Structural EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Raved B . Dots: avisiona: F.K. 6/3/03 0 —ADD GLASS TYPE ITEM J6 R aved C F.1 03/26/03 C —ADD 130 -135 Rend 8. Doter Recisions: F.K. 10/11/01 TB, TABLE. EXTR. Re D. . 8/ 1 8/98 Revisions: Drawn Br Dote D.B. 2/9/98 Daudpt/on: SECTIONS Ma: ALUMINUM SINGLE HUNG WINDOW Series /Model: Scala: Soot: Drawing No. SH -701 NTS 3 Of 5 4040 ROUGH OPENING c • • • • .737 • • •••• • • • •• •••• • • • • • ••.• • • • H - 2.74 ____ • •••• • •0•• 0000 • 0••• • •••• • • •••• 1.1 �-- • • • • ••• • •• • • • • 7 1 3 ALU1N' • E1Q63HS —T54 b 1.451 � ir .490 u .062J .062 2.784 ALUM. 6063—T5 • • • • •• .061% i•• 10 • • • •• •• ••• Jt n 1 l .7 1 1.350 1--■— © ALUM. 6063 — T5 ALUM. 6063 —T5 ALUM. 6063 —T5 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 .062 .655 �--- 2.784 O ALUM. 6063 — T5 .062 1.165 .413 O ALUM. 2.330 1.348 6063 —T5 f��Gtr/ f /Ph Robert L. dark P.E. PE 939712 Structural F1.523 -- -' 1.023 2.710 —e-, 1.123 © ALUM. .050 6063 — T5 .057 .678 ® ALUM. 6063 —T5 T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Ravad B Revsd B . R F. F.K. e D.B. Drown By: 0.8. Description: Da e• 8,'18/98 Dote: 2/9/98 EXTRUSIONS .062 1.403 ® ALUM. 6063HS —T54 Rw d By: We: Posslons: F.K. 6/3/03 0 -NO CHG THIS SHT D a t e: Rorisons. 03/26/03 C -ADD 13033 CHG 14,5 Gate: Revisions: 10/11/01 TB, TABLE, EXTR. Revisions: Series/Model: Scale: Sheet: SH -701 NTS 4 at 5 2.029 PRODUCT REVISED o uslObtiKwM W /111111r AS - 051',01 Pablo MIP ALUM. 6063 —T5 Due: ALUMINUM SINGLE HUNG WINDOW Drawing No. 4040 Row 0 1 x WOOD • BUCK • •• • • • . •••• • •••• TYP. I- Ed1B • •••• • • • • •••• • • • • • • • • • • • • • • • •• • • • • •• • •• •• • • •••• • • •••• •• • • • • F� r • •• ' • •1 /4" TAPCO • I • • • • I mo ... • • TYP. SILL 1.250 .250 MAX. 1/4" TAPCON 1.500 .250 MAX. 2 x WOOD BUCK #12 PANHEAD REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 ' v TYP. HEAD TYP. SILL .250 MAX. #12 PANHEAD 1.500 .250 MAX. 2 x WOOD BUCK 50 1/4" TAPCON s A/ � G � ' o" Robert L awk, P.E. PE 939712 Structural .250 MAX. 1.250 d TYP. JAMB INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 x WOOD BUCK R F. K ey. R . F.K. PRODUCE REVISED e a _pis w Y PIIIIb Cols Asectras 01 Daft D.1.: 6/3/03 D —NO CHG THIS SHT Uals: Revisions: 03/26/03 C —NO CHG THIS' SHT. R,. d ems• Date: Revisions: F.K. 10/11/01 TB, TABLE, EXTR. Revsd Dot ReWslons: D. 8 ,718/98 Drown By: Dat.: D.B. 2/9/98 Description: ANCHORAGE nB., ALUMINUM SINGLE HUNG WINDOW S&.s /Nodal: SH -701 Scal.: NTS MAX. Shoot: 5 of 5 TYP. JAMB Drawing No. 4040 Rev: D MIAMI BUILDING CODE COMPLIANCE OFFICE (BC e) PRODUCT CONTROL DIVISION • • • NOTICE OF ACCEPTANCE (N • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • o • • • • • ••• • • • • ••• • ••• • • •• • • • •• •• • • • • • • • • • • •• • • • • .. -• • • •�' • • • � '..'40• a te \• •• • w 'e;�i Iy MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • � : • •, • • 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • MIAMI, FLORIDA 33130 -1563 • 4 Ikei� l f (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur die expense of such testing and the AHJ may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window- Non - Impact APPROVAL DOCUMENT: Drawing No. 4259 -3, titled "Aluminum Picture Window, Non- Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1105.02 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: 0 MAX. 8 1/2" FROM CORNERS • • • MAX. 11" O.C. • • • • (DESIG(1 366SURE LVlTED TO 48 P.S.F WHEN ANCHORING Wf:: i #12 SCREWS) 4. INTEGRAL( r rN UNITANCHpRAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) • HEAD & SILL: AT EAOH OORNER • • MAX. 5" O.C. ••• J •..• AT EACH CORNER • MAX V O C. • •• • • NOTES: NON - IMPACT WINDOWS 1. GLAZING OPTIONS: A. 3/16" TEMPERED GLASS B. 1/4" TEMPERED GLASS C. 13/16" I.G. GLASS COMPRISED OF (2) LITES OF 3/16' TEMPERED GLASS WITH A 7/16" AIR SPACE. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. • 5.AITEGR.RL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX! S;1 2'•FROM CORNERS • • • MAk"11•0!C. • • JAMBS! •• MAn 8.1 /!.FROM CORNERS • •••• • MAX. •11 "O!C. (DESIGN PRE66URE LIMITED TO 48 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN '.'iAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 1 HE FRAME. 8. REFERENCE TEST REPORTS: FTL -3834 & FTL -3847 Rcysd 8y: Rand By: =71W7041.• F.K. 12/15/03 Ora." 8y: F.K. Dale pare 7/14/03 Re"sions. Recisions A Checked By REDUCE ANCHOR SPACING D:le: 1070 TECI j .JLOGY DRIVE NOKOM/5, FL 34275 P.O. PDX 1529 NOKOM 5. Ft 34274 PGT Visibly Better NOTES & TABLE OF CONTENTS ra. ALUMINUM PICTURE WINDOW, NON - IMPACT Smeva+om PW701 NTS 1 d 10 Dn+q s" NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES. 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 4259 -3 A =•i m Cant/� �� Sys e•+rst• C•et tY erg+ 4 /° -) Robert L. Clark. P.E. PE 939712 Structural Rind By O. Rand By: Dab' Rand By bale : F.K. 12/15/03 Drawn By Wle . F.K. 7/14/03 3/16" TEMPERED OR 1/4" TEMPERED GLASS Rerrs"ne: Revisions: Rawer,: A Checked By Dale. NO CHANGE THIS SHEET 16 OR 11/16" NOM GLASS BITE t MONOLITHIC GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 3/16" TEMPERED GLASS -- 1070 TECHAOLOGY DRIVE NOKOMIS, FL 34275 PD. SOX 1529 NOKOMIS, FL 34274 12 GT Visibly Better GLAZING DETAILS 13/16" I.G. NOMINAL 7/16" AIR SPACE 3/16 TEMPERED GLASS 11/16" NOM GLASS BITE 13/16" I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) we ALUMINUM PICTURE WINDOW, NON - IMPACT sene,Amet PW -701 NTS Sawn 2 a 10 0.aMte 4259 -3 Rev: A approvi Y avy1y►og w ith the Y"eW Dstc S Z t NOA9 �J�' By L Robert L. Clark. P.E. PE 439712 Structural • • • HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. • NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, 0 & E. Rem( try: pate: Pend BY O. Rome tlr: Oats: F.K. 12/15/03 DraW19r: Data• FK. 7/14/03 • .. • MAC. SIZE " OR MAX'AREA = 38.4m. FT. Re.s"r". RIS MOM HALF CIRCLE MAX. SIZE = 120" X 60" OR MAX. AREA = 39.27 SQ. FT. R ars■n ' A NO CHANGE THIS SHEET Cet:uae13. Date: FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 120" X 60" OR MAX. AREA = 49.99 SQ. FT. 60" MAX. 116 1/4" MAX. DLO RECTANGLE MAX. SIZE = 60" X 120" OR MAX. AREA = 50.00 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 120" MAX. IF' ir Visibly Better ELLIPTICAL MAX. SIZE = 120" X 59" OR MAX. AREA = 49.15 SQ. FT. PW.701 56 1/4" MAX. DLO FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, NON - IMPACT NTS QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 60" X 120" OR MAX. AREA = 49.99 SQ. FT. &wet a 10 aa..trw. 4259 -3 MAX. SIZE = 60" X 120" OR MAX. AREA = 47.32 SQ. FT. A ARCH. A1Mr.v dpli0f 1pI.4 with the rl •ride Colt ualt 02 1 0 NOM Miami! Coady"! UY /l ,.� 4t. 1�• ■ Robert L. Clark, P E PE *39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. �...: MAX SIZ - F= 7- = 120 "X 3g" • OR MAX. AREA = 38'44 SLY. FT. • • II .•• • HALF CIRCLE MAX. SIZE = 120" X 60" OR MAX. AREA = 39.27 SQ. FT. 60" MAX. TESTED SIZE 62 1/4" FRAME O.D. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 120" X 60" OR MAX. AREA = 49.99 SQ. FT. 122 1/4" FRAME O.D. �-- 120" MAX. TESTED SIZE ---1 117 1/4" MAX. DLO RECTANGLE MAX. SIZE = 60" X 120" OR MAX. AREA = 50.00 SQ. FT. ELLIPTICAL MAX. SIZE = 120" X 59" OR MAX. AREA = 49.15 SQ. FT. 57 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 60" X 120" MAX. AREA = 49.99 SQ. FT. ARCH. MAX. SIZE = 60" X 120" OR MAX. AREA = 47.32 SQ 'FT. APCroved -.p plying who the i- :e.yfd. Cede :,ale . - O NLAAI . WI _f • _ Mlald U .0 By Reeser By: Rand By. Rend By: F.K. Draw" By: F.K. Dab: Dare: Raw""s: Revisions: lfib: 12/15/03 Odra: 7/14/03 ReWb": A Checked By. NO CHANGE THIS SHEET Dab: 1070 TECHNOLOGY ORIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Pc 31 Visibly Better Lesereleen INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, NON - IMPACT se,"sAbelet PW.701 NTS s—t 4 d 10 a - maim No 4259 -3 A Robert L. Clark, P.E. PE 939712 SUUctural f /14 COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES: A. 3/16" TEMPERED GLASS FTL -3834 8. 1/4" TEMPERED GLASS FTL -3834 C. 13/16" I.G. GLASS(3/16'T, 7/16" SPACE, 3/16 "T) FTL -3847 WINDOW WINDOW HEIGHT WIDTH 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 ARGA SQ FT. j.292 o • :37a� 12.153 14.583 17.014 19.444 21.875 24.306 26.736 29.167 A '33.3 -210.0 133.3 30.000 B '33.3 -210.0 133.3 C '33.3 -210.0 133.3 AREA SQ FT. 3.125 4.167 5.208 6.250 7.292 8.333 9.375 10.417 11.458 12.500 A 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -180.0 133.3 -180.0 133.3 -177.0 133.3 -159.5 133.3 -147.5 40.000 B 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -180.0 133.3 -180.0 133.3 -180.0 133.3 -180.0 133.3 -180.0 C 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -180.0 133.3 -180.0 133.3 -180.0 133.3 -180.0 133.3 -180.0 AREA SQ FT. 4.167 5.556 6.944 8.333 9.722 11.111 12.500 13.889 15.278 16.667 AREA SQ FT. 5.208 6.944 8.681 10.417 12.153 13.889 15.625 17.361 19.097 20.833 A 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -209.6 133.3 50.000 B 133.3 I -210.0 133.3 -210.0 133.3 1 -210.0 133.3 j -210.0 133.3 C 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 A 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -169.4 133.3 60.000 I B 133.3 -210.0 133.3 -210.0 133.3 I -210.0 133.3 -210.0 133.3 C 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 A 133.3 • ( �-I B 1' ,i�.S 4 • -210.0 1430 • C 133.3 210.0 • - • L10.0 j a -210.0 133.3 -186.5 133.3 -134.9 111.0 133.3 -210.0 133.3 -190.7 133.3 • A • 33.3 • • 210.0 113.3 !210.0 133.3 -172.7 118.0 - 118.0 86.8 100.000 B 132.E• •-210.0 133.3 -210.0 133.3 -197.5 133.3 -169.4 128.0 C 133.3 -210.0 133.3 -210.0 133.3 -197.5 133.3 -169.4 133.3 Red& a1- Reva08y: Rene 8y: F.K. Paver 8/: Dee: F.K. 7/14/03 cne.aae By Dam: -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 Date: Revbloea. Dam: Dale: 12/15/03 Rayaio a: A CHANGE NOTE 1 ANCHORING WITH 412 SCREWS -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -209.6 133.3 -210.0 133.3 -2'0.0 133.3 -186.9 133.3 -210.0 133.3 -210.0 133.3 -169.4 -210.0 -80.0 -189.5 133.3 -177.0 133.3 -142.2 115.2 I -115.2 115.2 I -115.2 115.2 -115.2 -210.0 133.3 -180.0 133.3 -142.2 115.2 I -115.2 115.2 -115.2 115.2 -115.2 -210.0 133.3 -180.0 133.3 -142.2 115.2 -115.2 115.2 -115.2 115.2 -115.2 -153.7 133.3 -147.5 133.3 1 -139.7 115.2 ` -115.2 80.0 ( - 95.2 80.0 -80.0 -198.6 133.3 -180.0 133.3 I r L -142.2 115.2 1 -115.2 95.2 I - 95.2 80.0 -80.0 -210.0 133.3 -180.0 133.3 -142.2 115.2 -115.2 95.2 - 95.2 80.0 -80.0 AREA SQ FT. 8.333 10.417 12.500 14.583 16.667 18.750 l 20.833 22.917 25.000 • A 134.1 • •-210.0 2330 • -210.0 133.3 -197.5 133.3 -146.2 128.5 -128.5 123.1 -123.1 117.8 -117.8 111.1 -111.1 80.0 - 95.2 80.0 -80.0 • 70.000 • B 131.2 • 0 -210.0 136.3 •210.0 133.3 -210.0 133.3 -205.7 133.3 -168.6 133.3 -151.7 133.3 -142.2 115.2 -115.2 95.2 - 95.2 80.0 -80.0 • C 133.a • • -210.0 433.3 •210.0 133.3 -210.0 133.3 -210.0 133.3 -210.0 133.3 -180.0 133.3 -142.2 115.2 -115.2 95.2 - 95.2 80.0 -80.0 -111.0 104.1 - 104.1 99.8 -99.8 97.8 -97.8 80.0 - 95.2 80.0 -80.0 -148.9 129.9 I -129.9 123.4 -123.4 115.2 -115.2 95.2 - 95.2 80.0 -80.0 -197.5 133.3 -180.0 133.3 -142.2 115.2 -115.2 95.2 - 95.2 80.0 -80.0 AREA SQ FT. • • 49.6231 • 11.101 13.889 16.667 19.444 22.222 25.000 27.778 30.556 33.333 A 133.3 -210.0 133.3 -210.0 133.3 -182.5 127.6 - 127.6 98.4 -98.4 87.7 -87.7 83.5 - 83.5 84.8 -84.8 80.0 I - 83.2 80.0 -80.0 • 90.000 • B 133.3 -210.0 133:3 7 210.0 133.3 -210,0 133.3 1 -180.2 133.3 -136.6 115.9 -115.9 106.9 -106.9 103.7 -103.7 95.2 -95.2 -80.0 -80.0 • C 413.3 -210.0 131.3 X210.0 133.3 -210.0 133.3 -192.0 133.3 -1702 133.3 -154.3 133.3 -142.2 115.2 -115.2 95.2 - 95.2 80.0 -80.0 A/2EA SQ FT. • 91t9 i • 11• Y 15.625 18.750 21.875 25.000 28.125 31.250 34.375 37.500 -86.8 76.7 -76.7 74.4 -74.4 75.2 -75.2 71.5 -73.9 71.5 -71.5 -128.0 104.7 -104.7 95.5 1 1 -95.5 91.0 -91.0 87.9 -87.9 80.0 -80.0 -149.6 133.3 -135.0 123.9 -123.9 115.2 -115.2 95.2 -95.2 80.0 -80.0 AREA SQ FT. 10.417 13.889 17.361 20.833 24.306 27.778 31.250 34.722 38.194 41.667 -125.4 99.3 1 -99.3 84.1 1 -84.1 79.4 - { 76.5 I -76.5 95.2 { 75.8 I -75.8 110 000 C 133.3, I -210.0 133 3 -210.0 ' 33.3 -177.2 133.3 -151.6 133.3 3 -84.5 -133.4 120.0 -120.0 -80.0 AREA SQ.FT. 12.500 16.667 20.833 25.000 29. 167 33.333 37.500 41.667 45.833 50.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS DESIGN PRESSURE ARE LIMITED TO +/-48 P.S.F WHEN ANCHORING WITH #112 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 50 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better 'M°°" P•701 Be+eM FLANGED UNIT DESIGN PRESSURES r. ALUMINUM PICTURE WINDOW, NON - IMPACT Su Meet Dwane tm. NTS 5 w 10 4259 -3 Rar A cilreVad iti •Dwpyiag with re I` idY .O■4 f • R • •zEr • • d1 ..• ' ,% - r;I Robert L. Clark, P.E. PE *119712 Structural COMPARATIVE ANALYSIS TABLE 2. WINDOW WIDTH A 30.000 B C AREA SQ FT. A 40.000 B C AREA SQ FT. A 50.000 B C AREA SQ FT. A 60.000 B C AREA SO FT. • A • WOISQ AREA SQ FT. • A 80.000 B • • 71REd 3Q FT. • • A • 90.008 B C A rREA SQ FT. • 100.000 AREA SQ FT. A 110.000 B C AREA SQ FT. 120.000 A B C A B C AREA SQ FT. erd B y: . Y: F.K. 12/15/03 Ora"" By 0.Ie: F.K. 7/14/03 GLASS TYPES: B. 1/4" TEMPERED GLASS WINDOW HEIGHT 15.000 133.3 -210.0 133.3 -210.0 133.3 -210.0 3.125 133.3 -210.0 133.3 -210.0 133.3 -210.0 4.167 133.3 -210.0 133.3 -210.0 133.3 -210.0 5.208 133.3 1 -210.0 '33.3 1 -210.0 '33.3 -210.0 • G 760 a33, • 210.0 1 ]33, -210.0 -1a4,1,1:210.0 _7.292 133.3 -210.0 .•1313 i .210.0 133.3 -210.0 153.3 6 -210.0 133.3 -210.0 •163.3 -210.0 1,31.3 -210.0 •(?3.31 6 -210.0 133.3 -210.0 10.417 133.3 -210.0 133.3 -210.0 133.3 -210.0 11.458 133.3 133.3 Revd Or: 0. Reweimt: Revd 8l': D.1.: pewiw: -210.0 -210.0 133.3 -210.0 12.500 20.000 133.3 -210.0 133.3 -210.0 133.3 -210.0 4.167 133.3 -210.0 133.3 -210.0 133.3 -210.0 5.556 133.3 1 -210.0 133.3 -210.0 133.3 -210.0 A. 3/16" TEMPERED GLASS 6.944 133.3 -210.0 133.3 -210.0 133.3 -210.0 • 13 . 5.3 : • 133.3 . -210.0 • • 9.2 • 133.3 -210.0 133.3 -210.0 ▪ Th73• -210.0 ,• ?333• -210.0 • 1 933•3• ' -210.0 • j 33.3 -210.0 133.3 -210.0 133.3 -210.0 13.889 133.3 -210.0 133.3 -210.0 133.3 -210.0 15.278 133.3 133.3 133.3 -196.4 -196.4 -196.4 16.667 25.000 133.3 -210.0 133.3 -210.0 133.3 -210.0 5.208 133.3 -210.0 133.3 1 -210.0 133.3 -210.0 6.944 133.3 -210.0 133.3 -210.0 133.3 -210.0 8.681 133.3 I -199.8 133.3 -210.0 133.3 -210.0 10.417 133.3 -182.3 133.3 -210.0 133.3 -210.0 12.153 133.3 -171.0 133.3 -210.0 133.3 -210.0 13.889 133.3 -166.8 133.3 -210.0 133.3 -210.0 15.625 133.3 -157.1 133.3 -197.5 133.3 -197.5 17.361 133.3 -153.9 19.097 133.3 133.3 133.3 -149.2 -160.7 -160.7 20.833 Rammt: A CHANGE NOTE 1 ANCHORING WITH 912 SCREWS Checked By Dal., FTL -3834 FTL -3834 30.000 133.3 -210.0 133.3 -210.0 133.3 -210.0 6.250 133.3 I -210.0 133.3 1 -210.0 133.3 -210.0 8.333 133.3 I -199.6 133.3 1 -210.0 133.3 -210.0 10.417 133.3 1 -160.4 133.3 -210.0 133.3 -210.0 8.333 •133x• - 210.0 12.500 133.3 -139.0 133.3 -194.4 133.3 -210.0 14.583 127.4 -127.4 133.3 -178.5 133.3 -210.0 16.667 118.8 -118.8 133.3 -168.0 • 03816• ' -210.0 • •1 2.500 133.3 -192.0 18.750 110.5 -110.5 133.3 -160.6 133.3 -169.4 20.833 107.4 -107.4 133.3 -151.6 133.3 -151.6 133.3 -177.2 133.3 -177.2 22.917 102.7 133.3 133.3 -102.7 -137.1 -137.1 25.000 35.000 133.3 -210.0 133.3 -210.0 133.3 -210.0 7.292 133.3 -210.0 133.3 -210.0 133.3 -210.0 9.722 133.3 -182.0 133.3 -210.0 133.3 -210.0 12.153 133.3 I -148.4 133.3 I -191.8 133.3 -210.0 14.583 124.1 -124.1 133.3 -161.3 133.3 -210.0 17.014 107.7 133.3 133.3 19.444 93.6 -93.6 129.6 -129.6 133.3 -168.5 21.875 83.5 122.9 133.3 24.306 80.0 -80.0 119.4 -119.4 133.3 -133.4 26.736 76.0 112.5 120.4 C. 13/16 "I.G. GLASS (3/16'1', 7/16" SPACE, 3/167) FTL -3347 -107.7 -142.0 -193.9 -83.5 -122.9 -149.6 -76.0 -112.5 -120.4 25.167 1070 TECHNOLOGY DP.IVE NOKOMIS, FL 34271 P.O. BOX 1529 NOKOMIS, FL 34274 40.000 133.3 -210.0 133.3 -210.0 133.3 -210.0 8.333 133.3 -180.0 133.3 -180.0 133.3 -180.0 11.111 133.3 -170.9 133.3 -180.0 133.3 -180.0 13.889 133.3 I -143.7 133.3 I r -175.0 133.3 -180.0 16.667 119.8 -119.8 133.3 -146.8 133.3 -180.0 19.444 101.5 -101.5 125.4 -125.4 133.3 -180.0 22.222 85.8 -85.8 112.3 -112.3 133.3 -154.3 25.000 74.1 -74.1 100.8 -100.8 133.3 -133.5 27.778 68.1 -68.1 94.8 -94.8 120.0 -120.0 30.556 62.5 87.6 108.0 -62.5 -87.6 -108.0 33.333 45.000 133.3 -210.0 133.3 -210.0 133.3 -199.6 133.3 -210.0 133.3 -210.0 9.375 133.3 I -180.0 133.3 1 -180.0 133.3 -180.0 12.500 133.3 -142.2 133.3 -142.2 133.3 -142.2 15.625 Visibly Better 133.3 -135.6 133.3 -142.2 133.3 -142.2 18.750 114.7 -114.7 20.833 109.5 -109.5 133.3 -139.5 133.3 -142.2 21.875 97.8 -97.8 120.9 -120.9 133.3 -142.2 25.000 81.9 -81.9 104.8 -104.8 133.3 -142.2 28.125 73.6 -73.6 93.1 -93.1 123.9 -123.9 31.250 62.8 -62.8 81.2 -81.2 109.7 -109.7 34.375 57.3 73.9 98.5 -57.3 -73.9 -98.5 37.500 savaAM.a.c PW -701 50.000 133.3 -210.0 10.417 133.3 -170.9 133.3 -180.0 133.3 -180.0 13.889 115.2 -115.2 115.2 -115.2 115.2 -115.2 17.361 115.2 -115.2 115.2 -115.2 115.2 -115.2 115.2 -115.2 115.2 -115.2 24.306 95.9 -95.9 115.2 1 -115.2 115.2 -115.2 27.778 83.7 -83.7 101.4 -101.4 74.2 -74.2 89.2 -89.2 115.2 -115.2 34.722 63.4 -63.4 38.194 55.3 68.5 90.9 -55.3 -68.5 -90.9 41.667 NTS 55.000 133.3 -178.7 133.3 -210.0 133.3 -210.0 11.458 133.3 -156.1 133.3 -180.0 133.3 -180.0 15.278 115.2 -115.2 115.2 -115.2 115.2 -115.2 19.097 80.0 I -95.2 95.2 -95.2 95.2 -95.2 22.917 80.0 -95.2 95.2 -95.2 95.2 -95.2 26.736 80.0 -92.9 95.2 -95.2 95.2 -95.2 30.556 79.5 -81.9 95.2 -95.2 95.2 -95.2 34.375 115.2 -115.2 31.250 70.1 -72.5 86.4 I -86.4 95.2 -95.2 38.194 62.3 -64.3 78.0 -78.0 101.6 -101.6 74.7 -74.7 95.2 -95.2 42.014 57.1 67.9 84.9 Sheol' 6 w 10 -56.4 -67.9 -84.9 45.633 60.000 133.3 -160.4 133.3 -210.0 133.3 -80.0 12.500 133.3 I -143.7 133.3 1 -176.0 133.3 -180.0 16.667 115.2 1 -115.2 115.2 -1152 115.2 -1152 20.833 80.0 -80.0 80.0 - 80.0 80.0 -80.0 25.000 80.0 -80.0 80.0 -80.0 80.0 -80.0 29.167 80.0 -80.0 80.0 -80.0 80.0 -80.0 33.333 79.5 -79.5 80.0 -80.3 80.0 -80:3 37.500 70.1 I -70.1 80.0 (I t -80.3 80.0 -80.3 41.667 62.3 -62.3 75.4 -75.4 80.0 -80.0 45.833 57.1 68.7 80.0 -57.1 -58.7 - 80.0 50.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-48 F.S.F. WHEN ANCHORING WITH #12 SCREWS. A` 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 50 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. INTEGRAL FIN UNIT DESIGN PRESSURES rr: ALUMINUM PICTURE WINDOW, NON - IMPACT 4259 -3 R.. A r..uI! 114 Apmv�•d at>k Fl•rY• 1'10 Ifo%�iLI4 1 Mhtt1 ' e „ , 1/ rte Robert L. Clark, P.E PE 939712 Structural • 1 2.784" • •• • • • •••• •••• • .• • • • • • •••• • . • • • ••• ` �•• I .. \ IN 1. Alt!. AI • • . VP7 SCREWED CORNER ASS'Y (FLANGE FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) 0 O 1 11 lll� ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 m MAX. DAYLIGHT OPENING 2.784" VERTICAL SECTION (FLANGE FRAME) INSIDE Aipp1•r•tf r rsit7M{ wM Era I Z ' O e NNpo�w" q% i�3l[ +Lif;� Road By: Rand By: Rtnd By: F.K. O a+� By F.K Dale: Dale: Da a, 12/15/03 Date 7/14/03 Rewaaas: Revisions: ReaisiOns: A Checked By. NO CHANGE THIS SHEET Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Ptr-T Visibly Better Oaetne4ee: SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, NON - IMPACT Sea+.+me.i PW-701 sc NTS 7 ' 10 Ora. %w 4259 -3 Rs.. A (z Robert L. Clark, P.E. PE 939712 Structural it/ 2.784" -fi • .. • a... • .. • • • 4te"E ay: Dais Revd ay. O. Read ay: Oare F.I;. 12/15/03 Dram ay: 0.. F.K. 7/14/03 O� OUTSIDE 0 19 • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Revision.: A ... blocked ay: Roman.. NO CHANGE THIS SHEET DAM: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOXOMIS. FL 34270 ALONG ENTIRE JOINT Visibly Better sa".eaeeef PW -701 MAX. WINDOW HEIGHT (16 119 23 MAX. DAYLIGHT OPENING NTS SECTIONS, INTEGRAL FIN sirs 8 w 10 2.784" &owing N. - 77 1 1 VERTICAL SECTION (INTEGRAL FIN FRAME) fa: ALUMINUM PICTURE WINDOW, NON - IMPACT 4259 -3 INSIDE A • AW wmit r I 1011l).'iel'r o Robert L.Clark. P.E. PE $39712 Stru:turat I ITEM DWG NO. 4256A 2 7 8 9 11 12 13 14 15 16 111119, 111 11 23 1 6 01). , 1 , 1 , 1 , 1.6 1 Ra.ad Ey. e R..m ty F.N. 4253 1155 4258 4254 1224 4224 .050" --I - � Dale. Dal.: 0.1e: 12/15/03 4�E2,1, I '111 J1, Ro.isb"a: Revisions: Rewsiw: A darn Ey' Data: Checked By Do.: F. K. 7/14/03 PART # 64256 64253 781PQX 64258 64254 6TP247 64262 , 1. ,U F .a0 f 101 1 i1 , 6 y4•a+ ITEM 9, 3/16",114" MONOLITHIC BEAD MAT'L: 6063 -T5 DWG NO. 4258 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 3/16 & 1/4 MONOLITHIC BEAD 13/16 I.G. GLAZING BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 3/16" TEMPERED GLASS 1/4" TEMPERED GLASS ARCHITECTURAL CORNER KEY 13/16" I.G. GLASS: 3/16" TEMPERED - 7/16" AIR SPACE - 3/16" TEMPERED GLASS 1/2" THK. X 1/2" WIDE FOAM TAPE NO CHANGE THIS SHEET .346" --{ , .975" .050" ---I �-- ITEM 11, 13/16" I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 1070 TEChNOLOGY DRIVE NOKOA115, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1.875" I GT Visibly Better PW -701 ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A �t-- .062" 2.784" ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, NON - IMPACT SuM 5he21 Dann,' S. NTS 9 a 10 4259 -3 A n -( 7 111 7 3 l Robert L. Clark. P.E. PE 939712 Structural MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 0 NOTICE OF ACCEPTANCE (NOA; • • -, • 04- 0528.05.max • 7)2\ c3 _ oco - ifif MIAMI •DADE COUNTY, FLORIDA ETRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 5) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion ", sheets 1 through 6 of 6, dated 04/28/00, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0701.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 04- 0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 M GLAZING PRODUCT h I I MULLIO GLAZING PRODUCT •• GLAZING MOM • •••• • GLAZING •PRODUCT • - 4{ WIC-- 072W3 rr -- J I GLAZING PRODUCT I I 7YP. MULLION GLAZING PRODUCT GLAZING PRODUCT L ANCHORS: TYPE. 8: C" OR b' BOTH ENDS Wi -1 W2 W TYP. MUUJON W WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE 'B "C" OR D' BOTH ENDS NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 I GLAZING PRODUCT TYP. MUWON GLAZING PRODUCT H2 Hf H = HI +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H 01? H1 +H2 MULL LENGTH = W ANCHORS: T1PE.'8 C" OR D BOTH ENDS - Robtrt 1• e PE. t>E Structural WI W2 W W W1 +W2 H a H1 +H2 TYPE A' 12) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M 1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = HI ANCHORS ANCHORS: TW "B C' OR D BOTH END H :• ii • H2 • • • • •H1 • • •• • •••• •• • • MULTIPLE WIRIODNS MULLED• • • W /Oile AjBQVE FOR DETERMINING MAX ALLOWABLE • DESIGN PRESSURE SEE TABLE% • • •• ON PAGE 5 &• -• ; •••• M3) MAX OPENING = H OR H1+112 • • MULL LENGTH = W OR W1+14-43 - M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 .n000CrREVISED ee ge.Ir■ Wan Ow* Ampram 1413410 • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS a..se ey: atr ctM er ooe.: R. mA. F.K. I D 5/3/04 J A — AOD NOTAMNN 010. P.J.P. 4 /28/00 05 O..cApBx 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL /Modff 1070 TECHNOLOGY ORNE P.O. BOX 157 91..t: 1b. Row NOKOMIS. FL 34273 NOKOMIS, FL 34274 MULLS 1 X 10'6 6621 A MIN. 1 WOOD 2 (iYP BUCK TYPICAL MU! I ION TO MULLION INSTALLATION TYPE A" IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND AND THE CORRECT MULL SIZE AND PRESSURE REQ "D FOR YOUR SPECIFIC APPLICATION. r _2" OR 4'—{ I MIN. TYP CAL MULLION TO STRUCTURE WITH W000 BUCK TYPE 6': NOTE; I. POI? MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 1 /12 WOOD SCREW (1991) MIN. PENETRARON INTO 1V000 BUCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE 11 iv roki Robes L P.H. PE #39712 STructur&l WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK RFMOVED FROM CONC. TYPE "C" • • • • • •• • r-1" OR 4 "-1 r • 1 2 "'OR y • TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE D" /12 F.N. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE NTH EACH OTHER) SEE NOTE 1 MlN. 4• TARCON (2461) MIN. 14 PENETRATION INTO CO N/NETE OR BLOCK • STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 •••• • • •••• ••• • • • •• • LC TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R.M By pew F.K. I 5/3/04 Drawn U6: P.J.P. R -40 A - ADD NOTATION °. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMLS. FL 34274 CMkU Br rate: 4/28/00 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL S.n.,/MWM: MULLS Scow lx Sheet 2a16 Ora..p Na. 6621 ROW 'A f F BEb - ON •• SIDES � {T�F EACH " a�7�$1 • SEE NOTE 11 • • MW. TAPCON (2461) r INTO OR SIRUC7YRi •AM MUST BE DADE COUNTY .APPROIb iq NOTE .. • • • •• • MODUCT REVISED • •�abrt.lu d Warble sCed. L •• • • • • • • •••• • • •••• • • IMPORTANT, QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1 x 24 x; 1 x 4x 1 x 4 x 14, 1 1 z MAX j" MULL CLIP TWO (2) ANCHOR IOCATONS EXTRUSION ONG ! 1099 MIN. FROM ENDS (TYP) 1" MUL1, CLIP W/TABS REMOVEQ TWO (2) ANCHOR LOCATIONS EXTRUSION MO # 1099 MIN. FROM ENDS (TYP) I NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 MULL CUP THREE (,) ANCHOR LOCATIONS EXTRUSION ONG 1 1099 MIN. ENDS 1. 1 " MULL qup W /TABS REMOVED THREE (3) ANCHOR ! OCATIONS aIT4USroN am / 7099 FROM (TYP) r 6 Ro bCd L Qarlc P $. PE 139712 Structural MIN. FROM ENDS (TYP) r 1 4 MAX + + M!N. FOUR (4 ANCHOR LOCATIONS OORUSION DWG ! 1099 MIN. FROM ENDS (TYP) F- -A'- -I 1" MULL CLIP W /TABS REMOVEQ FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG ! 1099 MIN. X 1 I 9 •ti!a • MIN. FROM ENDS (TYP) • • .0•• • 4141 • • IGIgokfLl-70 -: ► • EXIRUSIAmR7.4 goo • PRODUCT REVIEW • • • • • se w•py Mat o. i g•hb 0• •••• A1 111 4P•rlr • OD •• •• • 'r NE IS :TYP) • • •• • •••• A , •�• • • 1" MUL CLIP W/TARS REMOVED SIX (6) ANCHOR IOCATIONS EXTRUSION MG ! 1099 A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1 IND STRIES R...e ar rR• F.K. 5/3/04 aw" P.J.P. 1070 TECHNOLOGY ERNE P.O. BOX 7529 NOKOMIS. R 34275 NOKOV6, FL 24274 aad er r».: 5/21/01 ANCHOR LOCATIONS rn.: 1" MULLION CLIP sedmAkoe MULLS R..lian.: A — ADD NOTATION Slwrot 3aa6 41 0 0 • ••• • • • •• 5 9rovbro Na 6621 R. A •. • • • • • • • • • • 3 4 8 24 1 r 3 8 2 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 MAT'L: 6063 —T6 21 32 1 x HEAVY WALL MULLS — ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T INDU ES 4...4 er 0,x.: F.K. a /a /01 ?}porn 9r: P.J.P. 1070 TECHNOLOGY 0101E P.O. BOX 1529 NOK019S. FL 34275 NO1(015. Fl 34274 ORM Fly: rote 0.e 5/22/0 MULLS Scale: iX Shoot 4 ti R.N.Mu: A — ADD NOTATION PRODUCT REVISED eaw=u11 MPIrW W4 D..u(p1V' 1" HEAVY WALL MULLION PROFILES Drowtng Na 6621 Raw A • • • • • lx2x.375 2 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES O 42 155 142 134 130 130 130 130 130 130 130 48 129 116 107 102 100 99 99 99 99 99 50.625 115 100 91 85 82 80 80 80 80 80 54 94 81 73 68 64 63 82 82 62 62 60 67 68 51 47 44 42 41 41 41 41 63 58 49 44 40 37 35 34 34 34 34 66 50 43 38 34 32 30 29 28 28 28 72 38 32 29 26 24 22 21 20 20 20 76 32 27 24 22 20 18 17 17 16 16 78 30 25 22 20 18 17 16 15 15 - 84 24 20 17 16 - 26 26 23 r ; 1 6 1 1 6 21 1 21 " 1 " - - 90 19 16 - - 25125 - - - - - 96 16 - - - - - - - - - 108 - - - - - - t t 1 - 111 - - - - - - - - - 144 - - - - - - - 1x2.75x.375 3/4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 170 170 170170 161i170 170 ! 1541170 170 170 1501170 170 � 1491170 170'170 ! 1491170 170 ! 1491170 170170 I 1491170 170 1 1491170 48 t 1701170 � 1701170 50.625 170 161 148 140 136 134 134 134 118:141 92 134 118:141 134 1181141 54 166:170 147:170 135 :165 1261153 1211146 119:142 118:141 93 193 60 1451152 1271131 1161116 101 1001100 96 196 1 92 92 1 92 92 1 92 63 131;131 112;112 99 1 99 90 190 84 ; 84 80 1 80 77 ; 77 76 : 76 761 76 76 ; 76 66 1131113 97197 85:85 77 177 72172 68 168 65165 64 164 63163 63;63 72 86 1 86 73 1 73 65 ! 65 58 1 58 54 54 50 1 50 48 1 48 46 1 46 45 1 45 44 1 44 76 73 , 73 62 162 54 i 54 49 1 49 45 145 42 1 42 40 140 38:38 37 1 37 36 : 36 78 67 1 67 57 1 57 45 1 45 50 1 50 40 140 32I 32 45 45 35 ; 35 28 1 28 41 1 41 32 i 32 38 1 38 30 1_30 36 1 36 28 1 28 35 35 27 127 33 1 33 26 i 26 32 1 32 24 24 84 54 1 54 90 43 143 37 37 26 126 24 1 24 22122 21 21 20 120 191 19 96 36 1 36 30 30 26 26 23 r ; 1 6 1 1 6 21 1 21 " 1 " 19 1 19 " 1" 18 1 18 "I" 17 17 16 1 16 "1 15 1 15 "1" 108 25125 21 21 1 8 1 1 8 11123'23 19 19 17 15 .1 " -_ -r— - I - — r 1 - ' - - - - 1 - -1- i 1 1 t t 1 1 t I_ FT INDUSTRIES TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TramLOCY 0RNE P.O. BOY 1529 NOKOMIS. FL 34275 NOKOMIS, FL 34274 R..i.bn.: A — A00 NOTATION R4..d b: IOol.: F.K. 1 5/3/04 cra.o P.J.P. CM4 By D.M. Datc 4/28/00 0.- 4 tuon: PRESSURE CHARTS We. 1" HEAVY WALL MULLION SMw /Mode* MULLS Std.: NTS 5n..t 5 .0 6 Oro /hog No. 6621 Ron A NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSf. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Oy 1. �r Robert L P.E. PE 139712 Structural Vertical Mull �Opening� Width Horizontal Mull F Opening Width L MWl Length Mull Length Multiple Mulled Units Mull Length \Opening Width • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • •••• • • ••.• ••• • • • •. • • • •• • • • • •• • • •••• • • •••• •••• • •• • PRODUCT REVI1E0 • ....WM with tY FLttd. Botll tCa A«.P8 ND N. 0 F,p..do. Date 06 • •• • • •••• • • •••• • • • • 1x4x.375 4/6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 170'170 1 MULL LENGTH IN INCHES 0 42 170 1701170 170 1701170 170 1701170 170 1701170 170 1701170 170170 1701170 170 1701170 170 48 1701170 1701170 1701170 1701170 50.625 170 170,170 170 170 170 170 170 170 1571170 170 157 :170 170 170 54 1701170 170 :170 169 :170 162;170 1581170 157 1571170 1271170 1161165 1051144 60 1701170 1701170 1541170 1431170 1361170 1311170 1281170 1271170 127'170 63 170 ;170 1591170 144170 133 1170 1261170 1171168 121[170 1121156 1171169 108;150 1161166 1061145 116;165 1051144 66 1701170 1501170 1351170 1251170 72 154 134 120 110 103 98 901108 87 941120 861102 83 91 1 115 83 :98 80 89 89 1 112 88 76 1441170 1251160 1121140 1021126 951116 81 195 78 1 87 79193 75 62 2 78 140 121 108 99 92 84 128 1138 111; 117 98 1102 90 : 92 83 : 83 77 1 77 73 : 73 69 1 69 66 ; 66 90 1121112 95 195 82 74174 67167 621 62 581 58 541 54 521 52 48 48 96 92 1 92 78 1 78 67 t 6 1 60 I 54 I 1 54 50 1 50 47 1 1 47 44 1 { 44 42 1 42 I 38 38 108 64 164 1 54 154 I 47 147 42 142 37137 34 134 32132 30130 28128 25 25 111 59 50 43 38 34 31 1 31 29 27 26 23 23 144 27127 22122 19: 19 17: 17 15115 - 1 - - 1 - - 1 - - 1 - - 1x2.75x.650 314 Anchors 50 170',170 1381158 42 48 125!143 1121128 50.625 54 1701170 1701170 166 1521170 1331152 1251143 1181135 94 1107 87199 81,90 1171134 1101126 1031118 60 63 66 72 76 78 84 90 96 108 111 29 ! 29 1061108 91 1 91 84 67, 67 54 154 441 31 131 144 - 60 1701170 1 6011 70 148 135 : 155 92 1 92 77177 71 1 71 57157 38138 26126 24 1 24 70 1701170 1481169 136 124 :142 1061122 99 [114 93 1107 81 1 81 68168 51 1 51 40140 63 50 50 40 140 33133 23 1 23 21121 - OPENING WIDTH IN INCHES 80 1701170 1411161 129 1161133 99 1113 92 ;105 86197 73 73 61 161 56 1 56 4444 46146 36 138 29 1 29 20 , 20 18 90 67 1 67 56, 56 32 1 32 26 1 26 18118 100 1701170 1371157 123 1091125 90 1103 83195 77185 30130 17!17 63 1 63 52 , 52 48 37 : 37 24124 17117 15 ! 15 110 1701170 1371157 123 108 88 1101 81 1 93 75 1 82 60160 49149 45 1 45 35 :35 28128 23 1 23 15,15 120 170170 1371157 123 1081124 88 1 100 80 191 73180 58 47147 43 33 : 26 1 26 21121 130 1701170 1701157 154 141 1081124 88 1100 80 91 73 1 79 56 56 46 146 42 32 1 32 25 1 25 20 20 160 170 1701157 123 10812 88 1100 80,91 73179 56 45 145 40 30: 30 23 123 18 18 'I' NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. f 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, / � CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 ANO 2975 Robe PE 134712 PE. Structural INDU ES 1070 TECIINOLOOY DRIVE P.O. BOX 1529 NOKOMIS, FL J4275 NOKOMIS, FL 34274 Vertical Mull ..Openin Width g Rood 13r Pate: F.K. I 5/.3/04 Pawn er P.J.P. Mull Length Horizontal Mull T Opening Width Mull Length Multiple Mulled Units Mull Length \Opening Width Chial er: roar 4/ ?8/00 PRESSURE CHARTS nor 1" HEAVY WALL MULLION SerNe/1b0.c MULLS Soda: NTS •••• • • • • •••• • • • •• • ••• • • • •• • •••• • • • • • • •• •• • • • • • •••• • • • • •• • • • • • • •••• • • • •• • PRODUCT MEV1SLM s comylligwiQd gog*, Italdlag Cede ►. OMR r 20 A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rwiwan.r A — ADO NOTATION SM.0 6a6 • • • • • • • • • • • • • 0r .n , N.. 6621 Rev: • • • • •••• • • •••• • • • • • MULL LENGTH IN INCHES • • ..• • • • ••. •• .. • • • •• •• • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ••• • • • • ... MMIDADE • • • • • • • • • • . • • • • • • • BUILDING CODE COMPLIANCE OFFICE ( Iwo) • PRODUCT CONTROL DIVISION •. • • • •. ..• NOTICE OF ACCEP'TANi1 NOW : • ......•• • • • • • • • • • • .• .. • • . MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 r -fl: ° l MIAMI, FLORIDA 33130 -1563 ) 375 -2901 FAX (305) 375 -2908 3• MetalTech, Inc. 7635 West 2 Court Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Maximum Impact Hurculine Accordion Shutter APPROVAL DOCUMENT: Drawing No. 95031, titled "MetalTech Inc. ", sheets 1 through 8, prepared, signed sealed by Robert Monsour, P.E., dated 5/23/96, 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. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0312.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. (4)s -0(0 - lazes NOA No 02 -0507.08 Expiration Date: June 13, 2007 Approval Date: July 3, 2002 Page 1 1E0 VORL 0, 4, AM 2� Law 16s alb. JIM - ACCORDION SHUTTER • SYSTEM • SII I Q WHEEL ON TOP GUIDE PIN ON EOTTCM METALIECH, rxE. v HEADER TYPICAL ELEVATION Q CUIO£ PIN TOP AND 2O17Ola 0 0 PLAN VIEW WHEEL AND GUIDE PIN LOCATIONS SECTION — E • l NOTES: THIS METALIECH A ^CORDION SHUTTER COMPLIES WITH FLORIDA BUILDING CODE 2001 TESTED TO PA201 PA202 AND PA203 WIND LOAD PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -98 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" DEFLECTION — L /JO :%/2' MAXIMU.'! ON POSITIVE LOAD ALL ALUMINUbf EXTRUSIONS TO BE ALLOY 6063 —T6 OR EOUAL ANCHORAGE OF THE '.fETALTECH SHUTTER SYSTEM TO CONCRETE. • • • BRICK OR MASONRY SHALL CONSIST OF 1 /6" X I I /2" SLEE' /50 • ORIIE ANCHORS ( STAR GP.;^ANS ) . ; /e -20 4MCH/NL• SCREW ••• ANCHOR ( TAmPPN ) ;'IT.� FLOOR. PLUG. :/4" 1 j .P/6: MASON�i • SCREWS ( TAPCGMS ). : / x 1 ;/2" WEGGE AN OR • • SLEEVE ANCHORS. ( ! /e" X 2" LAGS CR /I' CLi•T•TFPING • ;CREW ) USED 'MTH LAG SHIELD. NAILED STUG ANC.IQR OR 1 /' -2O STUD ANCHOR ( REG HELD ) •••••• USED IN CO.MEIHAT :ON WITH l /e -20 '4AC.`iINE SC4F1i1(S WITH • ;/4 -20 : uT AN•N& l /ASHE... • • •••• • •••• • ANCHORS SHALL F.?Gv10E A MIN .r ^a EMEEDJ.IEV UVICA TED • • GN ANCHOR SCHGULE INTO THE u.4SONRY, ERIC.% •WIG R • • • CONC.-7E1 _. SPACED AS :NCICATEO. :..N. E VE,TO*+ENT• 116 • • MEASURE) FRGI.I STJCCGE3 SUP.FACE • ANCHORAGE TO IiGfiG CGNSTRUCTlG;I SHALL Et• i/6 • ;r• [' STE=L L.zGS GR L,"RGER >%!TH 1 i /2' .'.f1NI/4UM PENETRAi7GN, • • SPACED AS INDICATED. MIN. OF 1 PEKE I RA NON INTO WOODEN MEMBER REGUIRED. • • • • ALT ERCJATI /E ANCHGGS AN • CGNDJTIGNS ON FCLLOWING SHEETS • • • • • HEADER ANG SL! MAY 3E MITERED GR CUR' /ED FOR ROUNDED CORNERS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO INSURE PROPER. ANCHORAGE. EACH .VETAL TECH ACCORDION SHUTTER SHALL 654R PERMANENT LAEELING SHOWING " METALIECH, INC. HIALEAH, FL " " CADE COUNTY PRODUCT CONTROL APPROVED " LOCATED ON MALE OR FEMALE CENTER MATS. PRODUCT REVISED PRODUCT RENEWED o g ,ith the Florida Dolan Code Aaeph•a NoCR oh rz•er ACCEYrANCEF:a cn - OZt"l O J Esp4ftion Date Tye t r� J%ee'I E QTRATION DATE —5, eg lo 11D(al p•da Pe0•aet • ' •� • Di9bioo RODERT.S1.1E0NSOUR. PE :EB- 0006'024 • WIG. 1"C Dhbttm -- BY PRO • CONTROL DIVISION BUILDING CODE COMPUJ ANCE OFFICE. ODUCT RENEWED as complying with the Florida Belding Code Acceptance NoO O 07,00 Espiratioo Da o7 Dy_ Mimi Dade rodoct C teal APPROVED AS V•LYING WITH THE • SOUTH FL 44 DING CODE D A T � L L • P0'ult'" CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ;cCEPTanaE NO45.11 • ••• ••• u V Z •I•••• � ` • EC 51. _Z 1.4.). W • •••• SCP / ANB NSw °! ./• • • • • • O WALL MOUNT HEADER OR SILL 914 P.S.F. MAX. 01 1.917 952' . 1.955 I 1656' 7 709 O STARTER BLADE 4271 7405 2W3.IP ar 1290 2101 FLUSH MOUNT HEADER OR SILL © TYPICAL BLADE Ii �� :jai< r. I23 ‘)1 1, 1 1 ,6 1 PG. 1c,. OUTSIDE LOCKER 5 I © MALE CENTER MATE 5'0 I 3 2 I ,�•] i I 0••— J.751 2 75.0 1 I f i i i T V 2 .� .953 J .09• 1.592 1.1.9 " I 1 . — 462 1 I 127 !L 355d� 1 082 'I — {. O ADJUSTABLE SQL TOP PIECE 3 oal 462 125 I Try 2 0 HEADER OR SILL 914 P.S.F. MAX. 7.155 3 025 ADJUSTABLE SILL BOTTOM PIECE 2.000 J 27s 1118 05• — —460 I 550-1 1 { 67• 3 237 © ADJUSTABLE SILL TOP PIECE 1.665 323. —.2 000 8 O FEMALE CENTER IAA 7.097 551#— }---- X7.071 —1 —562 .T 55 TT 1 2 O ADJUSTABLE 571.0. BOTTOM PIECE PRODUCT RENEWED ACCEPTANCE No CO 01 1 tI EXPIRATION DATE C 1 "3 zo p1. BY PRODU NIROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1.665 EB- 0006024 7ATIS 01CJ11EE:ItIG. nG 4 — y r 7� I •CO J 70 1 lir .976 155 11Rm1 D6dr Product Dir5 -0.1n ROBEFtT. MONSOUR. PE 1IZ I 579 2 000 O FLUSH MOUNT HEADER OR SILL 91.4 P.S.F. MAX. 5 � , i,. • 'i • ;a w • • ••Sj • 3 • • 1 1R4 DUCT RPM. Wild F . NE WF•D a - ' - vr. r..y. `+ ,aphinR 1dA}I O LGCK PINS .113:!m55:41 01 t05OrCN • E A r ph0 l7 O7 Y•7S� • • B •• �— M ji m fi I � H7 vWo O p , .co iI O Inr O STARTER ANGLES AND EU7L0 OUT PRODUCT REVISED Ea •38.91112i wtm IM Florida APPROVED �� No02b 17 :21 - SOUTH Etgntio0 Da 1 550 :CO MPLYING WITH THE 10156 000E n�7,� 19301! R 1591 O7TROL OIV!S:ON OUIEOINE CODE COMPLIANCE OFFICE ACCEPTANCE 11045 - I l 2 2.03 REVISIONS EN 5P 05/ 17/96 SP 05/23/96 SP 0 • V v • Oki ••4 U) 69 411 �• 1 a •i E • •••pl 5 • a : 1L 1 Ob /73rD srVor 9303 mai 2 8 —0 -arscmcno= I CnIsros smcNf w.t ..... w(.. COP G AGO. SO.CCUL /M K fER••. mri 7E= jig „ 7 -4 0 G IOW •: .c.cc. 0 U WA MOUNT SECTION SECTION A — * REFER TO EDGE DISTANCE onC Cn.Yrwc SrPtC nor SECTION A -4 enc. ' SO. i /. wf°w. KCArn (f.. Oa .4•d W -000Al rd .r:Ei•.f,r* WA MOUNT SECTION } 3 3 sr-ACING CPAFT fnRrwC l i e V[ Y AC K, . fr Z/ d .G f4MLUL rG AtrGwm(s • wrE wi i•ff Ana" • .wrt ..Au SECTION A -2 —0 O. / DETAIL A .. Cot. :/r ..cU tnrT'r.c e. "; .. -� � w. r..L.S tT C .r r. WALL MOUNT /ADJ.SILL SECTION iThOo.0 CO.C.J L SOC. V aCCO c. haw ..0 cm . ' xaf Ifl .•0 .. on• c al •U 4rt✓r.msi �r ° c A.m.. L. f/f AmALE BUILD OUT SECTION SECTION A -5 ■■• ww t.wt w... PmI G .Cry /sO .trCiw Mrf �^•C.+Cr14 as OE STAGGERED rnom vsr 4CS BOTTC.+ .•GOCR 6lOC.SiNC 1 I CR SrEI .•w R ^C DIRE i ri rER TO 111.* 1 .: ..YJr 'MII rocs .n Raft .r ._ • . • EOCC C. TANCC . C.•OR SnACING tear r J tart r Jn . C41 J: ac. cN NC sc..COUL.c I i li ec G wn r° wtC70. J INSIDE MOUNT SECTION A — s.+es w. Et PACO ,o nL Cvrcu•u,rrT • CC.'C T nr. •� MP • ••w w• ft 1 C nr v f• w f • , . i - - .. ACC...f.Xfl r- .r:[...r:w_ S/! U '‘`.7 X Z-..9<•:(.4,`'," •EAO[RS •NO VC PRODIICr RENF.ty60 S EC T10 N on co mplying ffitlf Gto Fl rdn5 fluidic* cud, Acceptanc NO - OS07. Eapiratioa Date — ! By Mtn • r .e Muct •• 13 . I /P' C.C. f /. r.C. J /'• in LNCIH often EUSfm.c WHEEL ASSEMBLY •, / .. m mod Dad Divisio ROBERT. S:•-MONSOUR, PE EB•- 0006024 xrns EJICinMinc. nC ,O r_C 5:11(A• Oct Conf ANC..OR I c..aR� s RACNC -� ,'"•' DErAIL ".• • • • • • r• •• tl••I••••• I rnr• • • rEAc a r sat SlodlIttTh•ASr3 • • • - J3 . CO CE (cA cur•C( "if • • Co :.or «,110/0 'W4'14 C /(°USIG'. • • • /r. 't( SCA(.(5 • • • • • • • • • • • • • • • • ••• • • • • • •• • l /: 5 ..J . , .•.C:; PRODUCT RENEWED ACCEPTANCE No. co - (7"Ll1 .O EXPIRATION DATE 14 ry P 13 • 1 O r • •• • tl • i /r -J0 / f or 1.r.n (A %LOCH <LUCS SIGUA'/U( 801f 1 e -e SI.uM.(55 SfC(l r/4-10 ,r J/. 0 , 040 528(8 0 A:CUS . %0 n,.(S OTHER HARDWARE PRODCCT&t)NrROL DMSION (1UILI) NG CODE CON fl'U.ANCE OFFICE PRODUCT REVISED oomplyt•A vg, the t7 ePfda F.PPZOVED t 1PLYING WITH THE Dafdlq Code SOUTH f LO' f .WING COOE E=Wn O tio0 Da L L OATL 1 3__ 19q4 Y PROOU t'' CONTROL 31315103 OUILDIIIG CODE COMPLIANCE OFFICE ACCEPIANCE 1 - 1 I 22. • • • ••• •••• •••• • • • • • • • • • • • • RMSiO.S of 01/26/96 SP 0 • . • SCP JR s RSY 044!21/9 5 (50501 95031 3 8 .m. • SECTION D— SECTION D -4 WALL MOUNT SECTION WALL MOUNT SECTION 3 a .•lCCR & SIL EZTau1C 5 6C:5 S A Cu:5F tCR COOS:GE P555. Pori CO n„r .0 s (0 :OUCH r.RA.J5:W+ DETAIL "A" SECTION D T s,.e eAw a SAS( SECTION 0-5 u srmcnfc n•naors AX-SVS .Al. ^(SA.t MAIL, r • • .00 455 (n.) o4 Acpar 554(041 SG .,1045(449 /P[IMn• ono (•6rAc 1.050/ Tr.caollc .OI K - tOK Idea) 're. WALL MOUNT SECTION __ •/% •■07 (55 (T55 V •PO. 55 04.1 `E •• 42^4.51 5 a•C•DCO SITS M C 50 55(54 •••3 KSUPK SM1O T•• 0.5. •• .Oro 4er (+A) E 00< 506,5. IGl .0 RRVJT K ' (14 504 a!i Ty T • 9 WALL MOUNT SECTION i U OM6 'i 4(3(5 Y Al NOTES: DETAIL A (NP.) 0.71•E •-caw a >u 3a •L ,• "RbEl •.5 : :NO9SoUR, PE E aa B rr CiataZ . r' rn1frK S sc.w( v' ••o 445 (r.0 ) GA .c.w Sa nv .m Krow•me TCCC• f b WALL MOUNT S6'JION S ' TICn, C •••• • • • • NC -QR. G� TG ( 'GOC O!IST .t:CT:G • I Si -Fe.. t'E 4 a 2 ' STEEL =G5 CR ; A.R;E l', ,ir L= 1 /2" UhstilRJM PENFT RATION.• • • • C_0 ,S l;•IG;C.T =O ON ANCHOR' SFACiNG Tr/RT. A ,ulNl!ei,Y 'ENETP, :CN GF INTO MGOOE`: ME 194? RSGLJW EC Nor `ICLUGI';G STUCCO : rPalSFf. • • • • • • • • • IT SHALL �r T RE 5 CPI ;2ILI Y GF THE CGNTRlCTGR rU VERIFY r -E SGU.'IGNESS 0." T:= EXIS W'OGCEN STRUCTURE. LOCKING SITUATIONS 071'1 rHIS SHEET MAY ALSO OE USED WHEN ANC. iG21NG TC PCU'SG CONCRETE. LIASONRY OR ERIC;?. H&CE'S INC SILLS ,'JAY 00 USED IN ' /ARIGUS UGP. __.. .. PRODUCT GOMBINA RP.NP. IS W C a eompl. in. nith the Flcri4. iA� C'All PRODUCT RENEWEDAe „a. N Au2- ero0• Expiration teo•t '2 ACCEPTANCE No. It-02t1 - of / �( oY= EXPIRATION DATE J [t . ¢ I -- 100 1a a Luc C D5 /l � /liv`�!7• /t�W�C�� - PRO ' O,VTROL ENVISION BUILDING CODE: CO \IPU.NCF. OFFICE PRODUCT REVISED APPROVED Bai Code t,F7 SOUTH 9taan nor a e J. Etienne. tbte OAI By Dade act Coot sneco MS ", e4u •: wan ar a , II • II • • — 0 •• • • • • • •• •• •• • AS COMPLYING Yt)T11 THE BUILDING CODE 199- CO;ITROL OIVIS:Orl BUILDING CODE COMPLIANCE OFFICE :CCEPTARCE h0.75 1 I 2z .l��s •••• • •••• ••• • • • • • • • • • • • • • 5541:051 01/2.6/96 e+ SP 4. • S(P w ASu 04/25 S 11m( 4 91011 4 } SILL CnSRNC 5(RVCIVR£ 1 /• 5 LRt4 - O DR9IF A /MhCR CR sl r ANCIIGR SC9C: 1/e SLEEVED ORM ANCHOR OR SIC ANCHOR SCHCOVIE 2e O.C. J 541. OPGO:IAL KC` LOCI 0R^Cru9 LCCA0.CN N_.._ CA CU 15,GF w La 0 NMI SOMA on. :HA/Lamy >0; d 1x WS.. d IK •-- 1 ^' I /1-10 00001 W p .KXAO ONE SIDED STACKING �r w % S 0 (1,J PASS THROUGH WINDOW O SECTION C 0455 - �'T C7c• n Lwctt.. 0..AI 19...a .IO1..cf Mr.tL. CW1 ..R 17009P vs(D wn, ()vrsa s'.c.n 1/w Hs � .569 USW J0lO. ( ....c.c. mow ! , /1 IUXWL•✓ COVNIIR 71007.9133 PASS 77469(0 WWCOW CCUNIIR 5000 OR O0HRR WTCRpL 1NR000H 80(1 9 I /7" 0.C. AVID PRESSURE 71.5 P.5.f.. LctIAIUH 54Ala7(0L1 MADE LEA0IH 45 I /1 SLWEIC0 DRIP[ ANCHOR OR 5CC AHCI.0R SCNCDVLL rag AL7(RNUM5 RCCCR 70 5HCC1 690.• FOR SPACING 1.901.1 I /." 5UCC20 ORM AK740R OR SEC ANCHOR SCHEMA-I 7. O.C. /4P• TYPICAL PLAN VIEW SECTION B r/ = -77 --..OUCH 5:11 17" C.C. C ✓SS .m1cc: t: \ G 'AC:7.HG A7 1/.. SIE-F_ DF11E ANCNGR OR SRC ANCHOR (4 Gri 2 PER 5701 (7069 A BO17 •4, MEETING AT CORNER N -- ,^•,,'J„0 (375595 511711 '.RC 7/1* Ni 9.777 rps H 9C 01 A1 ANC1 .. w fr � rr scr (r ,UK. wMx 70i V ^o uCV. +'!' ^-f no�• v L I 5 U.1 v: .r ac J / M1 : w M• W u!f) L•O,..A } = _..l `l -.. :•:J 79• . ..1:7:.._ • LOCKER DETAIL INSTALLED INSIDE OR OUTSIDE ONLY ONE LOCKER IS REOUIR£O / 7 0 : . C . 1 Ir s aC (. 4/.1". ••:" 0, o C . (n+) 0 - JO' ELEVAIKW 6915701 ICCKCR Q CR OuIS LOCXCR Q IS RC0UWC0 ON ALL SNU77(R5. KEY LOCK OPROnAL J0' C(EVAnKW .010 /HOW 0 LOCKER ®. 0(215101 LOCKER 0 OR A KEY (OCX .HAY RC U5C0. ONLY ONC LOCK 15 R(GUWC0 PC.7 5740771, Ap71: CL_ 55 ✓CA SU.RCO COR• 7970 00(7074 Or ACCCROCH SHV77ER. L O C K 5 0 14 ( 0 0 ( 0 PRODUCT RENEWED Uuidiag 697 eam pl y i95 ydr I1ith the Florid, • • • Acceptan�e[nVO • o2-e • • EfiL atlaa Ds 1 By ••• NV psi Did. • t>bLRd• �+ a trot • • 1• • 0 • ' • •••• ^ • • • N •• •J : ::.: • f• • •• r••• X7 t s. AV '4.&) \_so 11 .1511 50 Y % /J' 1• • •JRCU ..nr .1.941 55.69 (1q LKH 1 PRODUCT REVISED as tomplylog with the Florida Bolding Code AAreepeaaa No 02 -L )11. ° Expiration Date 7dn Zn,PROD UCT RENEWED B CEPTANCE No. Fict- 2 Miami Dade lid Coot Division E7{PIRATTO\ DATE .1u Oy r( MEETING AT CORNER PRODV CONTROL DI 9151074 It ..DING CODE CO5LPUAICF: OF FICE AFFROTED OMPLYITIG WITH THE SOUTH It t UIIOING C ODE -. OAT E� 85 �f r. , PROD CONTROL 01v!s:oN • R 01 nT.. 5 •IsCONSOUR, PE RUIL0I I1 (001 COMPLIANCE OFFICE EB 0006024 ACCEPTANCE NO3ny- 1172. s VT117 01GVICELOIG. nit • • •••• • •••• • E ••• • • • 01/26/96 Or SP REVISIONS • Y 5EP / IRO / R5u Oa 7W� SHOWN 0lWJ7 5 8 ""� DESIGN PRESSURE MAXIMUM BLADE LENGTH 36.80 144 44.40 144 47.81 144 51.23 144 58.06 140 61.47 138 66.85 135 67.53 135 71.46 133 74.00 132 75.30 131 78.84 130 81.45 129 83.45 128 86.83 127 88.52 126 91.44 125 93.81 124 96.61 123 DESIGN PRESSURE MAXIMUM BLADE LENGTH 101.51 122 106.41 120 110.62 119 114.12 118 117.62 117 125.32 115 131.62 112 137.92 110 143.73 108 148.42 106 152.62 104 153.08 104 157.78 103 168.11 99 176.56 97 180.00 96 MAXIMUM BLADE M!N:MCM DISTANCE 8ciy /=EIN 5 ••e•aa 0 -144" 3 3/8 "'•.•• SPAH ARD) SPAN CHART D) J SPAN CHART 1. J ©NA DESIGN PRESSURE CALCULATIONS MUST BE PREFORMED AS PER ANSI /ASCE 7 -88 WIND LOADS DEFLECTION ALL SPANS & ELE'ATIbIS ROBERT:,S! ;.M0NS00R. PE EB- 0006024 xnx Q1C CE BM. I+C By • • •• •• • • • • • •• • PRODUCT RENF.TVED at co '''P Iv Nn;; n ith Iht FFortd u�adbs t rade Acceptance NO 0.7-* J n Eopl,aGoa 8 BY Mr OhhbO r �� hpE A iaml rocket Coal Dh Ao0 PRODUCT RENEWED ACCEPTANCE EXPERATION DATE PRO • ' COWTROLDIVISION BUODINO CODE COAIPLJANCE OFFICE • ••. • •••• ••• • • • • • • •• • • • •• • • • • • • •••• • APPROVED AS LYIIIC WITII THE SOUTH FLOE I� DING CODE DAT 19a(al BY PROOUC 0NIRER OIYISION BUILDING CODE COMPLIANCE OFFICE 1CCEPTARCE ND.95 -11Z 03. • •••• •••• • • •• PRODUCT REVISED Balding s who tV Florida Cada Acceptance No_n�o71 • r Expiration Dat j a . • 05/17/96 SP 05/23/95 SP aDNS!00s 0r u r o , e• •• , � j : • • (1.) • f =t t Lr E•••• 1 ' • ••••il • u. z 7, LI 3 . ;AP II-1 < E -.01 W Xe SEP % .08 / RV 0E /)S /9! SNORT, 950. 6 8 -� ANCHOR SPACING vs DESIGN PRESSURE 91.4 PSF • • 150.0 PSF 140.0 PSF ANCHOR TYPE Dm. 180.0 PSF SNDAA ANcmoR TYPE pANEL E.O. 1 TENSILE 1 SHEAR TENSILE I sHEAR 7E051E7 1 SHEAR TENSILE 1 SHEAR 1EN5/10 1 SNEAR 71715111 SHEAR MD ANCHDR NOt uSED P. 131.0.:0 1 'kr STUD ANCHOR 1 in" NUN. EANIEONENT ..• ' == C1,51919) 5 NAILED S'WO ANCHOR 1 314" MM. 7*070.4EN1 ..- 9 r 12 17 . 92 112 /2 /73' 2" 121/7 • /27(2' ': 12 1,2' ; /27(2 /2742' 7 i WA : ' NIA 9 91/4/ N/A 5 94/4 NIA , 7 1 - 4i . 5 NIA NIA , 5 . 71/4/ 51 * 74/A A WA A '. 12112 • I N4- 92112' ; fur SPAN 3" 12 1/2" 12 1/2" 12 lir 72 7/2' r /2 7(7 : 12 NT , ir : /2 1/7 . WA NIA • NIA A NIA WA . 1 A MA WA , WA A A N/A 74/A r ,lo. 12 7/7 . /10" SPAN 3" /2 1/7 . 12 I/2" V 6' 71 ' 10' 7 r 7 WA : NIA . 9 NIA WA 5 NIA N/A 7 NIA' . . . 741A 5 NIA WA 5 .... INA WA 4 7414 1 5 94141 7" 12 1I2 11151 71 3 61 SPAN 3" j 12 UT 12112 17 r 12112 . /2117' • 72//D ' • 12 1/2 /2/12' .. 7 74/A • N/A 9 WA DUA 5 IVA 44/A 1 . WA - : N/A .-- WA NIA ' WA NIA . • WA N/A DI/A 71/A 2 1211? , 1.• /2 117 cai 1 .._.„ Ilt• SPAN ::.• 3/ 3 Z - /2 7/2' 12 1/2' 12 1/2" r 7' 1 /2/7 . - 11' : 17 12 1/2' ir 7" N/A ' 71/A NIA ILA 11/4) 7 . 94/4) WA . . 5 9 WA .... N/A • IN/A . .... .. N/A . 4 NIA 5 NIA 1/70 S1E147 ANCHOR , IN um. ENBEDNINT r i HA• 12 12" r 12 *12 lo . r T 5 r NT 7' 5" - 14/A 94/A 5 NIA WA 5 : NIA NIA 7 74/A tUA 5 N/A WA . NIA s 141A - r *2' er SPAN 3 77 0/2 12 1/2 9" 9' 6" 7' 12//7 11' S' 7 NIA NIA 5 WA 7 WA 5 IVA 7 4 NIA tUtr. 79/. 5 WA 76* . 111 7 ,. 2' 1T . 11" 6------ 144 STEEL IL IEUED DRIVE ANCHOR 1 5/700/9*. 17■91001711 i IN I As SPAN . r ID" 9 /2 /12 Kr 7' 7 6' r PI/A 5 ; i NIA NIA NIA .. WA WA NIA WA 7" r 1 79" SPAN/ " 7 10' 7' 5' 5" 6 N/A 9 . WA 5 7 5 WA 5 4 WA WA wA • . 5 WA .... this. Ile 2A04Ac HANNER oRtYE s Iry ANN. 100100E047 r 1 VARIOUS READ TYPES 1 1..4 . 4(1/509 ” SC REwS 1 Ur YIN, EROFOlaprt 12 NT 12 NT 12 17 1 7 t2 Ur 10' 12 142 8' WA 9 5 WA 4 NIA 1041 • NIA 11/4 1 U 9PAN i 3 /2017 IT 11' 171/T . 12 NT 9' 17 5" r ' 7' 6' 7 9041 9 . N/A 5 NIA 7 WA NIA 7 . . NIA I Nat N/41 NIA 7 1 N4 179" SIAN 3" 17 9" r /71/2' r 6' 70 6' 6 4" 70A 74/A WA WA 5 WA WA 7 10A NJA 5 NIA N/A 5 4 NIA 1 NIA WA 1 - NIA NIA NIA r 7 I iu • SPAN , I • UT /17/7 12 UT 10' Ir • 9' V 12 NT 12" Er 7 741A • 14/A 9 NIA WA 5 N/A NIA 7 : NIA NIA 5 WA IVA 5 4 NIA NIA NIA NIA NIA WA 41/2' / 2 0/2 ,-- ...._ r /21(7' el• SPAN I 3' 129(2" . /2//7 12 1/2 12 NT 12" 6 7" . 1 9" 7 : 94/A NIA . 9 WA N/A WA WA 74/A N/A 5 N/A 14/A 5 4 , 74/A 94/41, WA NIA 5 NIA NIA INI • 7011".1/7" DIA wACHINS SCREW ANcHoR Tor AN. EMBEDMENT N 7 1/7 r 1 770" SPAotti j 17 11 ' 11' * r 1 6" I 5" 5' 7" 4' 94/A . NIA 9 WA NIA 14/A NIA 7 NIA WA 71/A WA 4 DUA . NIA 94/A 21/4 5 WA r I 17 WOOD APPLICATIONS 91.4 PSF 140.0 PSF 150.0 PSF ANCHOR TYPE Dm. SPAN TENSILE 1 SNDAA 17115/16 I SHEAR TENSILE 1 5NEA5 ill\VIII (MASS WOOD eW5HD4D 1t4-75 ea Spu4 12 NT • NT r ILIA NIA 14IA WA 74/A WA . • NIA Rik *O S•110 12 DT . 709/0 1,477RAIIOR IN TOWLE in so. I 12117 6' WA 141A 74/A NIA as 3PAN /2012' 11' 7 4 5 • 3 NI' 7.7057110/ 121/7 . Ir r 7 4 5 3 in SPAN 16' 4 5 3 5N70 170 SPAN 1T 7 7 4 5 .. 3 le SPAN 12r • X7' 7 4 5 : 3 Yr eV SpAN 1 r 7 15' 7 , 4 5 • 3 wOOD LA05 ea" Spu4 tr . 24 7 : 4 5 : 3 I" HINHAUst ENBEIMENT Me Se SPAN *0' 21' 7 • 4 5 ; i 179 SpAri ur 5 : 3 ANCHOR SCHEDULE '•: tE.:5 . BY • • • • • • • • • • • • • • • • • • • • _ _PItO_DUPT RENEWED • • • ‘ »Rh the Florida Betiding Code • - • • igloo ton Date 7 • • stem • • t • • • PRODUCT REVISED •4111ta4tiki with die Florida • 419.1dIalColh Otortspeaa04140 " 313 .41J• • • lratIoa .1v/if Exp To:VC • • • • .13 • • • Division • • • PRODUCT RENEWED ACCEPTANCE No. EXPIRATION DATE. 'fume 7a,•• Toni. ROW CONTR OL DIVISION BUILDING CODE COMPLIANCE OFFICE NOTES: TENSILE = WALL MOUNT OR PULLOUT APPLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCI-I. MINIMUM EmSED■A EN I" IS FROM StOuNUNG SURFACE. ...iNCEUDING , ST UCCO FINISH. .•'.. • E xciuoin ERIC( PAVERS AND CERAMIC TILES. ' • '..4 '''''' -' 9 .4 P.S.F. EASED ON WEAKEST' AN TIFOR APPROVED COMPLYING WITI1 THE : IM FLO BINLOING CODE T '' BY is9.6 R 0 iTERT: ON K. P E PROM CON1ROL 8198109 BUILDING COOE COMPLIANCE6FFICE .E13.11 cE OLD ,,c24 ACCEPTANCE ,,,, -; NOCL.-- • • 102 ITVAVONS DT 01 26 96 SP 05/23/96 SP 4 1.5.9■IP E.•••ii • • sm/ 49*0 / RSO Writ 3 SNOW ?Sall ..... 7 .8 -.. ANCHOR SPACING vs DESIGN PRESSURE 91.4 PSF POURED 140.0 PSF ANCHOR TYPE SPAN 180.0 PSF TENSILE PCLacto ...tacit C0..44lETE BLOC4 CONCAETE CO.CMole Kota PcJ44D C°H:RE11 CO..CAEtE tiOcA ANCHORTYPE PANEL E.O. TENSILE 1 SHEAR TENSILE 1 SHEAR TENSILE ' SHEAR TENSILE) SHEAR TENSILE 1 SHEAR TENSILE 1 SHEAR _ •. (F•11.1111.1 11//1111 V11' IP 1N' STUD ANCHOR 1 EMBEDMENT 144" SPAN T 1r 11 WA WA 7 9 N/A N/A 5 N/A N/A 5 WA WA N/A NIA NIA WA NIA N/A r 10 r B 5' WA WA WA N/A WA N/A WA WA WA 1 NIA WA NIA . 1114 Jj' 144' SPAN 3• 1r • 1r 11' 17 10' T 9 ' 6 8" 6' . T 4' 7 N/A N/A : 9 WA WA s NIA N/A : 7 NIA N/A s NIA N/A s 4 NIA WA WA N/A 5 NIA N/A == IInE -1 Ina NAILED 5790 ANCHOR t 3(4 MIN. EMBEDMENT 3' t vv 144 SPAN T I i 10' 9" r 6' C 8" 8' T 6' 6 4' 7 9 N/A : N/A N/A N/A 5 NIA N/A 7 . .. NIA N/A 5 ... . .. NIA N/A .._ 5 .... NIA N/A I 4 ..... N/A NIA 5 NIA N/A 1M SLEEVE ANCHOR 1 1le MIN. EMBEDMENT 2 1 tie 144 - SPAN 3• ' r .. i 6' I 5' 9' ..... 6" 1 4' .... 5 .. a- ....:. ... ..._. 4' 6" 4' 4' 7 _ .... .. ....... ... .. .. N/A N/A NIA N/A ... .. . ...... .. .5 N/A NIA 7 NIA N/A 5 N/A N/A 5 .. .._' . _ WA i N/A N/A 1 N/A 5 ... .. .... WA N/A 114- STEEL SLEEVED 091 VE AHCNOR 1 • MIN. EMBEDMENT 5A t' 1 114 � 144 - SPAN T 6' 6" S' 8' 1 6 , 4' I <- 7 4 5' 4' 4 7 9 I 5 N/A N/A NIA N/A N/A NIA 7 N/A N/A 5 N/A WA 5 WA WA I 4 N/A N/A 5 N/A WA 114 ZAMAC HAMNER DRIVE 1 3W MIN. EMBEDMENT 2' 1 114' E.1iLIggTUl1UU11111tI 1 � - 114• MASONRY IICAEWS (PAAPOVS NEARS) 2 . 1 1MIN. EMBEDMENT 144' SPAN '• 8' T T 11' 1 B' 1 5 1 6 T 5' 5' 5' 4' 7 9 N/A N/A WA WA 5 N/A N/A 7 NIA WA 5 N/A N/A 5 � 4 ..._ ._ N/A WA .... .. ... ..... N/A I NIA - 5 WA ...... WA 2' 1 1' SPAN 5' 10 9' 8• 9" N T 1 5• 5' T 4' 5' .._ .. 4 4 7 9 1 WA N/A WA WA 5 N/A : ............ ... ... ... WA 7 N/A 111. 5 WA .... ... .... ... _... N/A 5 I 4 N/A : WA ...._ WA N/A • N/A WA 212' 11430.718'.12.014 MACHINE SCREW ANCHOR 2' WOOD APPLICATIONS 91.4 PSF 1 140.0 PSF I 180.0 PSF ANCHOR TYPE SPAN SPAN TENSILE 1 SHEAR TENSILE 1 SHEAR 1 TENSILE 1 SHEAR Nal 1• MIN. PENETRATION is 1ENSRE BRASS W000 BUSHING 144• SPAN 114-20 1r r WA WA 1 WA N/A ItARI111111111111111111ta 10000 LAOS (VARIOUS HEADS) 1' MINIMUM EMBEDMENT 144• SPAN w• r 5 r 7 7 4 4 j 5 s 7 3 3 3 5„B fo 318' 1T 16' 6 1 r 7 7 4 1 : 4 j 5 5 _ 7N6 A N C H O R S C H E D U L E ROBERT S. MONSOUR. PE EB -0006024 59119 01471EE9104. nc By • • • • • •• • PRESSURES OVER 91.4 P.S.F. EASED ON WEAKEST ANCH BMA: RENEWED Duo"li t Cotirith the Florida Acet15Rwivi - 0s 07. Ci EaaUos Da • •••• • •••• • •• • PRODUCT RENEWED ACCEPTANCE Nn gq.ntl� 7� Op t EXPIRATION DATE J N C I 1 • RODU A4. ''oNiKOL DI VISION BUILDING CODE COAIPLIAINCE t1FI ICE NOTES: TENSILE = WALL MOUNT OR PULLOUT APPLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT 15 FR014 MOUNTING SURFACE. INCLUDING STUCCO FINISH. EX CLUDING BRIG% PAVERS AND CERI.VIC TILES. APFROYEO AS 0!AFL IDC WITH THE SOUTH FLOR IA BLUING CODE ��11/ OAT Bak BY 1 PRODUC CONTROL DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N095" 117.2 • ••4 • • • • • • E •••41• .11 • • • •• • N garost s)PJ 1e ! 95M Oe /25/95 514CVN 95021 8 . 8 .e. • - • • • • MIA M MADE �- • • . • BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO. • • MetalTech, Inc. • • • •• •• ••• • • • • • • • • • • • •• • • • ••• • • • • • •• • • • • • • • • • • • • • • 1 ) • • • • • • -. • • • • • • • . • • •• • • • 1 w (q : - i' . MIAMI -DADE COUNTY, FLORIDA • • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,. SUITE 1603 MIAMI, FLORIDA 33130 -1563 • T (305) 375 -2901 FAX (305) 375 -2908 • 7635 West 2° Court Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Maximum Impact .060 Aluminum Storm Panel Shutter APPIIOVAL DOCUMENT: Drawing No. 99001, titled "0.060" Maximum Impact Storm Panel ", sheets 1 through 7, prepared, signed sealed by Robert Monsour, P.E., dated 6/3/99, bearing the Miami -Dade County .Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0312.06 and, consists of this page 1 and 2 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0611.03 Expiration Date: July 1, 2007 Approval Date: August 1, 2002 Page 1 • • •• •• • • • • • • • • • • • • MIDADE • • •• • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION •• • • • • • NOTICE OF ACCEPTANCE (N0 • •• • • •• • • • ••• • .• • • • • • • • • • • • • • • • ••._ • • • • • • • • ••• • it • • ••• it • • • • • • • •• • • •�• • • • • •• •• These notes supercede any contradictive notes on the approval documents. GENERAL NOTES: • •• • • • •• •_, • • • • • 1 \4 • • • • • • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • (305) 375 -2901 FAX (305) 375 -2908 • • • • MIAMI -DADE COUNTY, FLORIDA 1. THESE APPROVAL DOCUMENTS REPRESENT A SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SYSTEM. 5. THESE APPROVAL DOCUMENTS CO MPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE THE CONDITIONS DETAILED IN THE APPROVAL DOCUMENT AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED IN THE APPROVAL DOCUMENT. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A. REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION FROM SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. B. REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI —DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION `B" SHALL BE ACCEPTED BY THE BUILDING NOA No 02- 0611.03 Expiration Date: July 1, 2007 Approval Date: August 1, 2002 Page2 • • •• • • • • . • • • • • •, • • •• • • to • . ♦ 'i • •••• VARIOUS own • •CORNER PAN* • • • .DSO MN.. • • •• • • • • •• • ••• • • •• • • • ••• CORNER VT • • • • • x10 Wt 3' 7 /g' 1 3/32' 3 7/32' 3 1/32' • •I UOUNIINC NOL£S 12 1/2' O.C. • CROSS SECTIONS .090 ! I 1/2' 2 3/0' 1 HI 2' RE 712// .250 INN. 70 t d/32' 3 7/32' 1 3/32' 1 29/32' VARIOUS TYPES OF F - TRACK NO1 SHOWN 1 1/2' 71 VARIES S' IMArMUu SPECIAL NET PANEL SECTION .092 13 TYACAL wives CLOCKING I /3' .060 MIN. STUD usr 82 /NUALLED YI RLIERSE D /RE000N THE 5108,4 PANEL SHUTTER /441 BE INSTALLED VERTICALLY OR HORIZONTALLY. LIP /N ACCORDANCE TO THE DETAILED SPEC/FIG710NS HEREIN. PANELS suY BE NOTCHED OR MITERED TO ACCOMMOOArE AN OBSTRUCTION 2 1 1/2' I 1 £.1CN PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING 'METAL TECH. INC. HEAH. FL " " LADE COUNTY PRODUCT CONTROL APPROVED 19 L311 __/_/5 MW. 2' r ((((TT'''''' ALL 50.07 I/3' (.n9, ) '� MriXAI5.55S ANGLES STUDDED IN AKLVOOS Sn/POCD N SHORTER LEG ONLY IIH� 1/1 -70 2' J 18 -8 ST4rrrLfSS STEEL 12 KNURLED ST':OS 17 1/1' 0 RL720 ID A PucA.Y5•.s 00 SHEETS 1 r I ANCHOR MOUNTING NIX LOCATED ON E /71IE2 /11M70/TAL OR KR;/.t[ LEO O OANOO STUDDED ANGLE DETAIL !/2" FLAT STUDDED 57P.5P SAY 8E USCD ,r. PLACE OF A7 /CL£ COMPLIES WITH: FLORIDA BUILDING COOS 2007 7tgiLO TO PA207 PA202 PA20S DESIGN CRITERIA: PRESSURE REOU/REMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -98 `MINIMUM DESICN LOADS FOR BUILDING AND OTHER STRUCTURES' GENE RAL NOTES: ALL ALUMINUM EXTRUSIONS 70 9£ ALLOY 6092 -76 OR COWL 51'ORM PANELS 5/ALL BC .060 5052 H -32 ALUMINUM OR EOUAL SMOOTH OR EMBOSSED A7TH A NOMINAL 0 /10771 of 11 I /1" ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 7712 504(0WI1G 08 EOUAL '/8TH MINIMUM UL71AATE LOA0 VALUES SHOWN 1/4" ERA. RAWL LOX /90LT ANCHOR (5LEEVED DRIVE ANCHOR ) MIN. TENSILE 7790 - MI//. SHEER 1520 - 1 7 /8" MIN. EMBED. IN CONCRETE /MIN. TENSILE 7200 - MIN. SHEAR 1270 - 1 1/8 1/171. £MBEO. IN MASONRY 7/4 -20 RAY/L GLX -/N ANCHOR ( MACHINE SCRE8 ANCHOR ) WITH 1/4-20 BOLTS MIN. TENSILE 7870 - IM /N. SHEAR 1730 - 7/8 M/1/. EMBED. IN CONCRETE MIN. TENSILE 880 — /11/1. SHEAR 1.540 - 7/8" /1/71. EMBED. IN MASONRY 7/4 PER /14 -SEAL TAPPER BY RAY2 ( MASONRY SCREWS VARIOUS HEA0 TYPES ) 11tH. TENSILE 1520 - /1/71. SHEAR 1950 - 1 I/? /JEN /. EMBED. IN CONCRETE MIN. TENSILE 820 - MIN. SHEAR 1270 - 1 1/4' MIN. EMBED. IN MASONRY 7 /4" ZAALAC /A/LIN BY PAWL ( ZU.L.0 HAMMER DRIVES ) MINI. TENSILE 980 - HMV. SHEAR 1420 - 1 2 /8" IbNt E/ABf0. I/ CONCRE7£ M///. TENSILE 720 - /1I/. SHEAR 1220 - 1 1/4 - M /1/. EMBED. IN MASONRY ANCHORAGE TO MOOD CO//STRUCTIO// SHALL BE 7/4' 57EE1 LAOS 08 LARGER WITH 1' INN. THREAD PENETPI.T /ON, 7/4 -20 BRA55 1.000 BUSHINGS OR I /4" ELCO PANEL MATES W77H 7 7/8' M/N. THREAD PENETRATION. REFER TO SHEETS 5.6 dr 7 OF 7 FOR ANCHOR SPAC/ //C AND MINIMUM EMBEOMENTS 71 SHALL 82 THE R£SPONS/B/UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO MTTH5TAN0 THE ADWDONAL LOADS AND INSURE PROPER ANCHORAGE. PERMANENT FASTENER CO/1PONENTS, EMBEDDED ANCHOR BOLTS. THREADED CONES OR METAL SH/ELOS, NOT /N USE. 1/U51 BE PROTECTED AGAINST CORROSION. CONTAMINA 7/0/1 AND OAMAO£ Al ALL TIME, PRODUCT RENEWED as complying with the Florida Bolding Cole Acceptance No °t 1611 Expiration Date a'.dr , .6447 M em de Product Control Division ROBERT 5. MONSOUR. PE EB- 0006024 :firs CI :!RCS: h:. PI1.O1911Cr REVISED so ld , C C rin nd e wlih We Florid:. Acceptance No 0 2.0)/7, aG Expiration D e / rst By I / Mimed Division +de oci Cp4iroI APPUO'0E0 AS C0149(5/715 IYITU 111E 502755 f1.0210A 000.0105 COOS 0/0 S UN 255 CCu/ C/'.IPL•,;iiCC 014141 a_rEP:A :;7 WARNING TO OWNER OR TENANT LOCATED IN ('CH HEADER OR ONE PANEL OF EACH OPENING, 51AT /NG - STORM PANELS WILL Nor OFFER NURR /CANE PROTECTION UNLESS ALL REINFORCING STRAPS OR DOLTS ARE PROPERLY INSTALLED. WHEN REOURED SCP 7100 /RSA - 7 dIL� as Sr H/MN 09001 1 d SEE ANCHOR SCHEDULE NOTE: *. CONNECTION TYPE 16" 500 NOTE* E.D. y ' DETAIL 1 II000 mile Aro LuU0HC S CAM ANCHOR IL 0.7. 43 ALL S1DR0 A■ACL /r7PJ HEADER or SILL OR SPECIAL PANEL CONFIGURATION 1747 87 PANEIS� 1{Ir 8( A0 D NM A MX/AN A00 -ON Br J FASIEH£0 TO PZEI. BY RO Rif US( OF /64 POP TS 7 16 NO AR'1M1275 714 10 -24 U BOOT 16 D.C. PAN A 0.10 ANGLE Y 11 FUNGC 61.47 BE ..8 7795(0 I /4 -20 C' !=U BOLT A LOCK 147/7 12 O.C. r • In / Ql ° �u r E. • • •I (R or 52' SCE ANCHOR SOHlI MP • CONNECTION TYPL•'E•• • •PRODUCT RENEWED ,.1l 1VED NOTE • • es•o mpl)Ing with the Fl • • • • • • • 5 • fh*i Cnd Florida • 2 . 4 . 1 it 5 .. ttaa eeN OG(7•o3 • • • Inh� Da 1 p0T • • ••• • • Miem ee Product il a.a.�p�2 • •• •• DA1• • • • SEC ANCHOR SII H£OD • CONNE•7•t• IMPS -Er • •• •• • • f+• • • �A • • • f . n E: * ` O COND78 7j/ �QC�T/+C • 2 PIECES •.457EN ICCETHER WITH "• • • • /64 97475 0% 7ECx 57.9005 12' 0.C. • oosrRudnom OR OIBILR •/. DL 8 0. 51LL REM? 70 7wr•VPUUna/ !OR PROPC4444Y[CDCIV 7520 • • • •••• • • • flE•T,4I ▪ L 9 R771.19* PAN AA'5C. TUBE OR OIXO 1AV5T BE 445!0 On ALL BWLD OUT 0-avancra ID [LOSS CPT ORS B RETURN PAN rumpus ..., /:\ I/O X 1 1/7 M7 BO 5I11006D MM .+.tours SEE ANCHOR SCHEDULE CONnEcTiON TYPE "C" HEADER or SILL DETAIL 2 soorrED ucwr/c HOLE I4T BE u5o COMER 1 .'9 Or 7AVL', 17P. MR ALL 5P0GIL PAN APR./GOONS. PLAN VIEWS ou_AILL2 A. 8. C & 0 Nom • E. D. H70(R or SRL 091.2/ WY BE INSTALLED IN REVERSE 01REC7/071 =1• wt. E7 ANCHOR SCHEDULE CONNECTION TYPE DETAIL 6 NOTE* • 7 5 /B' WX. 71.5 PSP M1U(P.&N .EO MAXIMUM PANEL FFJONT 90 ", DETAIL 1/n. ex/ ,., - v__ P.LV .10/7777 OCQ47 I ��2ER 1• /IYY aCll7il Cot CIC■ SC( HEADER cur 177 SAL C/ 0077(44 711510E CLOSER PAN ASSEMBLY EO CO 5£E ANCHOR SCHEDULE CONNECTION TYPE "A•' DETAIL 3 CO/TNUOUS BLOCKING oR 7 9 J /16 ANGLE 80, 700 700(711(8 yarn -20 7HRU BOL7 Y// 70CX ma 6 0.C. 7/5(0 AS HEADER OR SILL NEAO£R or SILL OR T1 LNA B - I CCTAI /N R.N[RS7 D /RFC ROu A5 I/ 7 077.4 /L 6 /` CO//1NIR BLOCXR6 19 OR 19 .7/16 .4NCLE US BOLTED TOGETHCR VAIN 1/7 -20 11+RU BOLT w/ LOCK NUT 6 O.C. USED AS HEADER OR 5.LL - �l fROOR PL7.r. A/10 Lu7817 CPC2 ANCHOR 2' 0.C. • 10 or O HEAD or S/LL CCN1IN000S BLOCXI //C OR 19 J /16 AHCIE 1/4 -20 7A5HINE •GREY/ ANCHOR WITH SIDEWALK 904.7 OR 1 /4" MASONRY SCREW J" O.C. O J" YMN. EOCE 0/S PQuRED' CONCRETE ONLY 10 OPr.otuL 7.74E or 1/6" ANGLE !CR 244772057 07 C2/ENOR.0 'mu MAXIMUM CAP BETWEEN S7R07 PANEL AND 0.7.0. SHALL Nor 7XCC£D 1 /4' 1/7_20 , 1/7 KNIALlD 5NOt u NCA'(0 TROY FRO//( NEW ri.. I MIN w.W+1719 a1HGH7R5 (772.) I SAP 7A7L7 H077,40 .47 607700 10 PASS apt 5TIX1 ANO u0H07 W SLL ([.4774 Sal HEWER or 54LL £0 } EO . -r l • YIN. NOTE* 5CE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 E.D. NOTE * 16 or 19 /101008 or SILL SCE ANCHOR SCH_OULC CONNECTION TYPE "A" OR OTHER HEADER. or SILL R(7(R 70 71447 APPL'U DO// !OR PROPER CONNECTION/ 7577 CONTR+000S *000 BLOC90/0, VARIOUS 5,7£5 DETAIL 7 9 14.0440 NOTE:* w...."74 ra 7002 7 2 _• /7 • Lux. NOTE:* MAXIMUM IMPACT STORM ANEL HORIZONTAL INSTALLATION ELEVATION i E( I V�. DETAIL 11 I7 E.O. • ? • NOTE* . RtrURLE0 S71105 I mar H W5SH7RED WI/C//u7S 12 I/2 0.C. (71'2.) ( STORM PA/IEL YAr BE PCNNrO :CR7/CAT/ C9 HCM2 r IT 5H LL BE THE RESPONSIBILITY OF (HE CONTRACTOR TO VERIFY THE SGu,10,1555 or THE STRUCTURE TO wiTH 5(;4.10 (HE ADDlRQ,'ss LCACS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM 51.47' E£ 11ITS1LL N170 WOOD, CONCRETE, MASONRY. WHEN ANCHOR/NC TO 15000. THE IYCCO 'JUST 0£ A IAINI/IU// 2 X 4 EOLU:L TO f2 SGU4iERN PINE /0/7H 0.55 SPECIFIC ore:wi ' ANC SfRUC7UP.=LLY PART Or (tit 72.:5111/0, ST /UCTU/7E OR SUCUP.£LY ATTACHED TO F(r•IA //C STRUCTURE r. 6,11A p,t, yvi,lqg ROBERT S3. \fONSOUR. EB- 0006024 Lam: GY.:'Rx:L•{.^„ t1C VERT CAL NSTALLATION ELEVATION 1 (0 (0 SCE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHCDUL( CONNECTION TYPE 'V" OR 8 coHnuVOVS BLOCKRIC 80L7E0 TOGETHER w11H 1// -20 MRU BOLT W/ LOCK Nur 12" 0. ORO CONRNUOUS BLOCXU/0 AI:, . .1E) 7.7 (0574.7/7[ W:1 /1 1111 PRODUCT REVISED SOU:9 1//7757. bt:':10:117 C007 Balding C od Nor F7orld9 0,.5/ tii wee No02.3It - Ki ID7rar'.D N - b I 'A/C " "� �1'kUDJCI CTiTL � DIy, .M By Aflaml Dade 751(1: /■C 503L CG:.:11. I /:5CE WIC/ IC/ PEDirl. 6 l C •• •1 = /9DQ�1 7 u SCP !Nn 2_211_4 7 DI 1� /uu S,0" 98001 2 I/4 -20 FLOOR PLUG WITH .MACHINE SCREW ANCHOR HEADER OR SILL •CONCRETE OR MASONRY CONNECTION TYPE • .REFER TO DEFECTION CHART GLASS MYYIIR A STORM PANEL CONNECTION. • • • • ••• • • • • t/9 -20 FTOO PLUC WITH • 7/R -20 BRA5S 0USHINO H£sDER OR SRi 41 0 4 , 17000 • •• • • • • • •. • • • •• • • • • •• E. Chi' • • • QEWt 15 DETAIL 19 • •• •• • • • • • • • • • • •• •• • 7 v ••• •• • HEDER or Ste •••• 500 ANCHOR SEJItat2E (:1 • • t�NNECTItI T • i" Lr •••• • • SERVE THRU WINDOW NOTE: rHE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUO£D HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO DIE STRUCTURE MIN THE USE OF ONE OR A COMBINATION OF DETAIL 13 HOTS* 1:" I STORM PANEL J /B' THRUBOLTS 9 1/2 O.C. WITH 2XJX.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM W000 COUNTER 1 1/4' MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12' 0.C. SEE ANCHOR 5CNE0ULE CONFECTION TYPE "C' (HEADER or SILL DETAIL 16 f4 . cQTE* NOTE* //4 PANEL MATC SCREW WNW 24-20 STUD HEAD .YRTH WASHERED WINCNUT HEADER OR 5171 WOOD, CONCRETE OR MASONRY • • E. D. CONNECTION TYPE 'A" 10 or° HEADER or SRI REFER 70 DEFEC20N CHART CLASS CON_NIVOUS BLOCK(217 CA ® 1/4 ANGLE trPT ) P4 t ,... STORM PANEL CONNECTION TYPE "A" 1 1/4 " PANEL MATE YRTH L(ACHINE SCREW HEAD wirH 14 -20 SIDEWALK BOLT HEADER OR SILL W000. CONCRETE OR MASONRY SCREWED OR 807770 TOGETHER win( 1/I - THRU BOLE W/ LOCK NN 17 O.C. E. 0 , H OTS * a DETAIL 17 1/4 -70 M.4SHINE SCREW ANCHOR WITH SIDEWALK BOL r OR 1/4' MASONRY SCREW 4" 0.C. J' MIN. EDGE DISTANCE POURED CONCRETE ONLY 89.5 P5F MAXNUM / PANEL HE]OHT 109" MAXIMUM DETAIL 20 Aau57ABL£ HEADER OR SILL 0 , O HEADER or 5177 SEE ANCHOR SCHEDULE CONNECTION TYPE 'A" PANEL SECURED WON WASHEREO MNG.4UTS STUCCO 7(205H R_ rER TO DEFECTION CHART NOTE:* rr1TACn. 570RM PANNEL iti tglA. 1/1qg ROBERT - ONSOUR, 75 ED- 0006024 nrrt C‘745 MC, r,` 0OR® P 511_1CC IN5•1ALL.AflON DETAIL 14 , HEADER or SILL - fi{7• I rO T - � •• .. 2101'1 =•* SEE ANCHOR SCHCOLILE CONNECTION TYPE "C' DETAIL 18 NOTE* C' CONNECTION TYPE 'A' ' 7 1 i CLASS ;PE NOTE* CONNECTION TYPE 'A' 177 SHALL BE THE RESPONSiSIL,r( OF THE CONTRACTOR TO VERIFY THE SOUNGt/ESS GF THE STRUCTURE 70 W1RI 57.4210 THE ADDITIONAL LCAOS AND INSURE PROPER ANCHORAGE. SHUTTER srsrE:., ALA r 07 IN(SALL INTO W000. CONCRETE, MASONRY WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL r0 y1 SOUTHERN RIN1E WITH 0.55 S. °ECIRC CRA'VIT( AND STRUCTURALLY .PART OF THE FRAMING' smucruRE OR SUCUR£L7 AT7ACHED TC FRAm1NC STRUCTURE PRODUCT RENEWED as complying with the Florida Balding Code Acceptance No , t -0 ‘" •o'j Expiration Datc y y 7 Miami Dade Product Control Division PRODUCT REVLSED u Duldlag ketziying wlth the Florida Cad Amp/nary No 0%"s S /£. 06 Espizution 2 By M4mi bade 1N.i inn APP40YE9 AS C57407yING WIT 11 7H1 50U7) (107101 0111701115 CODE EY 'C :LPL• :._( , :•u . C . 7 Comrol V z u z w z C5 z (1) Is 1/ 4, SCP / 7 DESCH PRESSURE PANEL SPAN 36.&8 • - •.140" :44.40 • , 47.9L...1•32 . 51.23. 128" ' 58.041. "1.20" . :61.4, '718 " .66.83 • ' 71.46 108" • ' 75.30• 106" • • 81.4..,.100" •, 86.e3•••?94" 91.44 89" PANEL HEIGHT 0 -78' over 78 ever 96' -140' WALL MOUNT 2" 2 1/2" 4 1 /8" INSIDE MOUNT 2" 2 1/2" 4 1 /8" BUILD OUT 2" 2 1/2" 4 1/8" PANEL HEIGHT 1o.er 96 " - 107'lover 107' - 140' WALL MOUNT 1 2 1/2" I2 13/16" INSIDE MOUNT 1 2 1/2" 2 13/16" BUILD OUT 1 2 1/2" 1 2 13/16" • • • •' •••• • • •••• • • • THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. d 0 FRONT VIEW SIDE WET/ .060 ALUM rso HORIZONTAL BRACE STRAP • • 1/4 -20 STUD • MTH WINCNUT R 1/2 0.C. • • 140 X J /4' •• 411,1T ALUMINUM P.:R • •• • •••• ••• • ••. •••• • •••• •• • • • 140' MAX. PANEL HEIGHT NO PANEL STRAP I5 REOUIREO 510E VIEW FRONT VIEW DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER 15 1/4' (TYP.) DETAIL "F" FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING 1401£ AMY ALSO BE A 9/16' 011. CIRCLE DETAIL 'C" HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MRIIMUM DISTANCE BETWEEN CLASS AND PANEL DETAIL 13 ON SHEET 3 DETAIL 3,4, & 8 ON SHEET 2 r J/8" (R7.) \ \ \T a Z 3� r DETAIL 23 ON SHEET J /f DETAIL 3, 4, & B ON SHEET 2 AvCrICRINC PANEL TOP r 90TTD24 NO NOR, OR ALL .060 ALUMINUM MAXIMUM IMPACT STORM PANEL WALL MOUNT WALL MOUNT ARC11CRINO PANEL 10P s 9012024 I.:TN SNORED N09 /SILL FRONT NEV SIDE VIEW HEADER AN0 SILL TYPE M.46 VARY, DEPENDING ON APPLICATION P ODUCT RENEWED Bisdo g Code in"ilh the % ide Aj ttplaocr No OZ 0 711 .03 pi Dy Miami Dad 2 Division _um C ontrol DETAIL 1 ON SHEET 2 DETAIL 15 Ctl SHEET J WALL MOUNT wm4 2212. AND ALL 1 140" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIOSPAN TYPICAL SECTION VIEWS' ROBERT S. 1fONSOUR, PE EB- 0006024 ctt5 CIC;2CE:LZ, f . PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE 9 -WEE:/ CLASS ATI0 PANEL OETA/LS 5.79,10 AND 12 ON 5H£E7 2 DETAILS 5,7,9,10 AND 22 GN 5HEET 2 BUILD OUT •ITM MLR. ..440 SILL DETAIL 2 ON SHEET 2 0ETA11 16 ON SHEET J INSIDE MOUNT MM NOR. AN0 9x24 DETAIL 4 ON SHEET 2 PRODUCT REVISED as complying with the Florida Buiding Code Aeceptanee No I L - • 312 .. • EsTAntiu Date Dy Mlaml Dade Prod.. C... Divbinn 7.6790490 RS C014PIADIC 91124 TI1: scL 09104 0050I2IC C00E O , I SET . _.Q! 9 I f 7600061 14 1 01V.9 6:4 7)0111'59 COLE CTa:'Ltdi;C[ 027192 :.CCEPEat.ci DO. 721 .O 77 • I0 nEvislaris 42 6/03/99 F r • 01/7i/ 51101x12 49 7 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONECTION TYPE UP TO 59.6 PSF UPTO 71.5 PSF POWIL0 CON 1 CONCALTE MOO, POURCOCONCTEIE 1 CO4CAETE 4606. CONEC1ON fP( 44,46104 r.14 COIECION TYPE 1 COrr7C7O M1PE ANCHOR TYPE PANEL 1 60 4 1 8 1 C: 0 1 6 1 A 1 8 1 6 1 0 1 7 4 1 B 1 C 1 0 1 E 1 A 1 B 1 C 1 0 1 6 T 5 6PN4 r 18 16 16 13 13 13 11 9 7 73 1] 13 13 ' 13 13 16 16 16 13 13 73 13 I0 8 13 73 13 13 13 13 16 13 9 13 13 16 13 11 78 13 7 13 13 ! 16 13 9 16 73 6 13 13 16 13 7 13 13 13 13 13 13 17 1 1 Eno- -1d I 1 OO UP RAWI1010607T(SLEEVE ANCHOR) t Ile' MIN. EMBEO.IENT aT 5"44 r 18 18 16 73 13 13 8 7 5 13 13 13 13 13 13 16 16 16 13 1] 13 10 8 6 13 13 13 13 13 13 16 8 7 12 13 16 9 8 16 8 6 10 12 • 16 8 7 15 7 5 0 10 15 7 5 12 13 11 12 9 11 I T 1 I u4' 105•.Pm • r 18 18 75 9 8 7 7 6 5 12 11 10 13 72 11 ; 16 16 15 9 8 7 8 7 5 12 13 11 12 10 11 15 5 6 7 6 15 5 7 14 - 5 5 6 5: 14 5 6 12 4 4 6 5: 12 4 4 7 6 6 5 6 5 1 r • • tar 176.7 ' r 15 14 12 5 5 4 4 3 3 6 7 5 6 4 6 5 4 4 ] 4 6 5 5 3 3 3 ' 15 5 14 5 12 i 13� 11 ] 10 3 7 6 4 0 5 4 7 6 8 5 8 5 5 4 ] 4 3 13 4 5 5 3 13 4 6 11 3 4 4 3 11 3 5 10 7 J 4 3 . 10 ] 4 5 3 4 3 d ] : - ' • 4 %4' 1m• .Pa, 7 FJ 11 to : 1yY1.:; P T : :,�? 1 Se. _ ' •-•3,13. C '& "- t r� _ `- "'.a ;1:1, .:. • i`t ^i'':: - E• ..L..: �_. Y - L {N•'a - ':.••_.: .e ..Cda r 1 .(,;._. 1:4• —1---- 16 k LP:, 16 .._ ,_._- ` -0- - 11:41:4 16 17 13 73 10 7 6 13 13 Il 13 U t 16 15 14 13 13 13 8 7 6 13 13 13 13 13 I] 16 13 8 1 16 13 7 I 15 13 6 1 13 l 13 7 U 13 13 6 I] 12 12 5 1] 13 13 12 -1y ) — - • •••• 1 •• 1R'gAWL 7ALNC 9Ny5([UN DRIVE (HAMMER 0�1v! `•• • • 1 1 4. EMBEDMENWAIN TE 1 I IE4' MIN. EMBEDMENT IN BLOCK • • 1 I •••• • •• • • • 1 • • • • • • • • T 16 • J5 . 0.A1: •T' 16 • • - 76----- 74 U 12 11 3 6 5 13 13 13 13 13 13 13 12 11 10 9 8 6 5 4 13 13 72 72 11 11 15 7 6 1 13 6 5 12 6 4 11 11 5 5 10 10 5 a 9 9 4 4 _12 7 8 - 7 6 6 48 Pr • • r 15 73 12 7 6 6 6 10 S 9 4 8 11 10 9 17 70 9 5 5 4 5 4 4 7 6 7 7 6 7 13 4 8 11 4 4 70 4 4 5 9 3 4 4 8 3 4 4 7 3 3 4 3 4 3 4 3 • 7 P.� Y •• � : r 13 4 11 4 10 4 — ] 9 7 8 lg.- ,`t'.•.O 5 4 4 5 4 3 6 5 5 4 5 4 r — ] 4 r:77.1 3 .1 9 8 7 3 3 3 4 4 3 4 3 4 3 4 3 10 3 5 4 9 3 4 4 8 3 3 3 7r4 8 Sa 4 7 P:'. 3 3 3 eV_ "' • uos•1•,• • r —1'f �i 8 7 6 p r• � {+ « ''! 1 3 3 „C,�+S 3 iSt,11j 4.14, a 1 lf P •�''"7IP'y ' a “....— r '4? 4 '.. f 77•r L c I Wjp tl 'A ' 1 . -4, '.I 4 ,.. f ^ � 1 6 • :? L.,y.`T.I;' 11;4• YI, ?, . - • - e ..1-A : • VARIOUS Nf 1ZPE5. • Ei110..411141111111Y11111F1i;J I•••• PEN0111 y�y� 1 •3411Q1111141KEi{Q� I C • • • (MASONRY feREWli • • 1 UV RAW( PERAA .SEAL TAPPER I•• •41• El[a vANEL �AT • 1 1? 704. PJABE ^1 024804 TE 7 'Ay MIN. EPABEDME s c7 44-'1'4. • • • • 18 18 13 13 12 10 13 13 13 13 16 18 13 13 7 8 13 13 73 73 16 18 10 13 13 15 13 6 16 18 8 13 13 14 13 5 13 15 14 14 _ 4 •I e • • • r r 116 16 16 13 13 13 12 10 8 13 13 13 73 13 13 16 14 13 72 11 10 7 8 5 13 73 13 17 13 13 16 71 70 13 13 17 6 6 16 10 8 13 13 12 6 5 16 9 7 12 13 : 11 5 4 9 10 B 9 7 8 .eyir II 1091,Pd, • • 1 r 16 16 16 11 10 9 10 8 7 13 13 72 13 1] 13 13 12 11 6 6 5 6 5 4 9 70 8 9 7 6 16 7 8 9 7 I1 4 5 16 6 7 8 6 ' 10 4 4 18 6 5 7 6 9 3 3 5 a 5 4 4 3 • •• - , Ila 1 • 1:1, `Pa+ ■ 1 16 I5 16 7 6 6 5 8 7 6 7 9 7 11 4 5 5 4 9 6 10 4 4 5 4 7 8 9 3 3 4 3 8 - 4 - 9 - 3 4 - 4 3 16 5 7 6 4 14 4 6 5 4 1 1 4 5 5 3 1 511A • 3 w . , c r T1Tr 4r 3 17 18 12 9 _ 13 77 I6 11 7 13 13 1 9 ' 691'4 4 8 'sY' = ` 4 4 E , 3 ` l'�- 3 pT : W- 13 7 17 7] 13 3 9 10 5 9 7 8 — 1 1 174' 1 I 8 �� 3 T . -S. ;T�1 � r l .` ; 16 13 8 18 13 6 74 13 5 13 6 6 12 8 - 5 11 5 4 ::' 3 , 16 18 17 13 i] 13 16 13 B 1 7 17 1 2 T 6T SPUR 18 78 13 13 11 8 13 13 13 13 14 13 - 11 10 6 5 13 13 13 • 17 1{4•20 a 71T. Itr DIA W RAWLCIUN (MACKNE ecREW A4CHOt7 e• V MAN. EMOEDMENT ® r 7735 'pen r 1 18 13 t6 _ 12 16 11 11 9 7 13 13 13 13 13 13 13 12 11 6 6 5 8 5 4 9 10 B 9 7 B 16 8 9 11 9 11 4 5 16 8 7 10 6 10 4 4 15 7 6 9 7 9 3 3 5 4 5 4 - 4 3 2S I r 1 I:6'.Pn r 1 18 18 18 8 8 7 9 7 6 11 10 9 9 71 4 8 10 4 7' 9 3 a 5 9 3 4 • . 8 :ti•,p!1 5 4 3 4 4 3 5 4 5 4 4 3 4 3 3 FAR 16 6 18 5 18 5 er T 7 I`-'" 8 8 5: 6 7 5 1 5 6 4 18 q t xc , 1 1, �. -1 ''r a 11 9 3 4 a Fri; ] 4 a 'n 8 •44 i r .: .trc 7 3 'c m L .. �,•- , u ... e t - 'T:,r,l° :. 6:n i.` 11P span r 1 16 16 18 6 5 5 7 6 5 8 7 6 ® _ A N C H D R • • • • • • • • S C H E D U L E v` c ROBERT S. MON5OUR, PE EB- 0006024 61 CIC ITC. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SI-EET 4. AIIrIIAUI/ £N9£OLIEr,I AND EDCE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE Nor ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM WY BE IIrsALL IrwTO IW000. CO/ :CRO c GP r.u501'Rr PRODUCT RENEWED as tomplyiag wish the Florida Bolding Code Acceptance No OI •• 641. Eapindo8 Date yT i 7 Miami Dade Product Control Division PRODUCT REVISED as OOmP171ag with the Florida E016188 Cale E saan No 02- o]r2. P iston Date�j ja BY A Aoda C ✓ oatr9 57/909ED AS COLIPLYIEIC 191 711E 501.179 FLORIDA 887(0150 CODE D(iL .A 1 R .p 4 •.� } j.. PP.00007 COAT 711 0:Y;,,.. BUI:DIIIC 609E C0td1'L30CE vII7CI 4CCEF(a7rCE 7:0. P22_1..4 964757045 or 06/03/9957 v Z w L w Z n I • s(4�48 O I /12 /PB 5447014 89001 5 7 ANCHOR SPACING vs DESIGN PRESSURE ,. AND CONECTION TYPE UP TO 81.5 PSF UPTO 91.4 PSF POURED CONCTE9e I CONCRETE to OCR POE00NCTETE .R 0 CONCRETE emoCa CONECttn TYPE CON ECipN1YPE CON 11ON TYPE CONECT ON TYPE . ANCHOR TYPE PANEL ED. A 8 C I O E I A 8 C D E A I e t C I D I E A I B I c I D I E t ,? I 6R' SPNI 1 r 18 13 8 13 13 . 16 13 9 13 1] 6 13 13 • 16 12 7 13 13 5 13 13 • 16 11 6 13 13 16 9 8 12 13 ' 16 9 9 12 13 16 8 7 11 13 118 a 7 11 13 15 7 ' 5 10 11 1 15 7 6 10 11 r r 16 12 I � I 1 1 16 11 . . r� . :- •. MWL Af1C510R) 1 A! .1 :1 I lIr ASN. ESIBEDMENi fn . •,. l I ' Y 1 ( 44•5 r I 16 6 6 8 7. 16 6 7 8 7 5 7 6 14 S 6 7 6 4 5 5 13 5 5 6 5 14 5 5 6 5 14 5 6 6 5 1J 4 4 5 . 4 13 4 5 5 4 11 4 4 5 4 1 11 4 4 5 4 U: = Tr •L• 2'- ( r 1 14 5 I I IN • r I 13 5 LOS V. I 126 sp. 110. 4ym I 13 4 5 5 4 I 13 4 8 5 4 12 4 4 5 3 •• 12 4 5 5 3 1 1 1 J 3 4 3 : 11 3 4 4 3 PE..•1t` P rs -" 1L I`JT l:.- ry h+ 1 E . ' t12 0- 5 L : A P r r -r a s J �1, 1 .1 ''� - 1 7` 9N 1.x..• ; L... 'L, k 'K < 7-77.-17...."..% 1,11 w4 „37 4 e n r.-Ti I U4• 1 r I I N ■ 7 r E I IN• 3 t 7 t .1 ., C J � a 4 -•'t'- vop .r1I "F l�if.a + [G9c . �. L S Y'i 5 . K E t.l. . Y r t- t _ . . E' r •a.1_ - . .x _ . rat e' fi T S ..a_. J A S' If! c I , 0, / sr r 1 113 11 7 13 13 8 6 12 13 15 10 6 13 13 71 7 5 11 11 N 9 5 13 13 10 6 4 9 10 15 7 7 10 12 11 5 5 7 9 13 6 5 9 f0 10 5 4 7 8 12 6 4 8 9 9 4 4 6 7 . r I 7 •• • ll 1 1 iy 64 SPA, • r 13 5 8 7 6 10 4 4 5 4 • 12 4 5 6 5 9 3 4 4 4 10 4 4 5 4 8 3 3 4 3 12 4 5 5 4 9 SZ✓ 4 4 7 1 3 4 4 3 8 3 3 'C'Y Z� 9 3 J 4 3 7 1 ) t A }} 3 F• • • • • • I • • • • • INytAWL ZAJAC Iy11040WE I ••• INAAIMER DRIVE) C • 1 71IN. EMBEDME1AI.O•ItRETE 1 lir 7.444 7.444 EMBEDMENT IN OLOda 1 •••• •••• • • •••• • • • • • • • • •.1 A • • 105• •••• ¥ 11 3 10 3 9 ] y }7'1T1E S C_ .1:. w r ,,i,.:t':2R�'3"a ;z.o.... - 5 J 7 8 3 4 3 f; . { •," ES - �.J VC m71r .H €: H� s • • a 4 W ' �,Lf-t -I8 91 y- , ,1 k �- Q. 1`4 - y : yc �, _ 4_ "yt� .Xli�' R , P 71 4 4 3 7 3 ] fayg>�• 7 J Or. 7 St-. J J E V ,... � - , T � t," ti�° S...r 1 1 • 1 • 12..40.• . ••• rr , -' "' 1 ,,,.. a L S . "! r3-' a.T.la 1 `o , *3 • E n E" Jr .,tlf {ivy �'i"'! li . ( ,� RN+ � u - �.r . r ' h T , 41 .r • • '#3 T i ' 1:<`,S s.'- „dip . 1. f t • VARIOUS NEAR TYPES 1• ( •T111�111111L11IQ1l1111111, ` L � ---- • � 1 •, I• 177 3:i\�{•Mit111111111yv F ' 111111111111111Mltti - • • • • (GWOMIY•�Y91 •. 1/1' RAWLPERM4 EAL TV 1 : 1N• etCO PMIELIMTES I •.•1�01N. PJABEDMENDOCIPCRETE ewe( 111 MN. EMBEDMENT IN O•t 6C S • T 76 13 17 13 13 15 10 7 13 13 . 16 13 9 73 13 14 9 5 13 13 18 13 7 13 13 : 12 8 4 11 12 16 11 10 13 13 14 7 6 9 f1 16 10 8 13 13 12 6 5 B 9 16 9 7 12 13 11 5 4 7 6 r •• 1 I a �, SAN •••0• •• r : 76 8 9 10 9 12 4 5 6 5 ' 76 7 7 9 8 10 4 d 5 4 1 18 8 6 8 7: 9 4 3 5 4 16 6 8 8 6 • 11 3 5 5 3 16 5 6 7 5 1 9 3 4 4 3 15 5 5 6 5. 8 3 3 4 3 ' • 3- I IB 5 6 7 5 I 10 3 42 5 4 7 toi I 15 5 6 6 4 4 ' :7�; - 4 9 3 l 7 14 74 4 5 5 4 1 8 7 3 • • -. _` n '1, 126. 4•°' ��`. I .c _ ®' _ ..-- _ _ . Z ',..... _ _ _ __IO .'D,. - :.7B '+.%+4' -.. u/G = "!i`. •••• • -••• - :' jr ;z-.Ia - " pc .ift : HV :.t - - - :' ,�F - ;C. E L, .(E 1. r.cr � .,. A 'i't 1 x ~- ;1 _ R _ _ _ • • • 62 ' SPAN 3 I 16 13 1 16 13 1 16 iJ 13 13 : 15 10 7 13 _13 17 13 1 14 9 S 17 17 • 13 73 1 12 8 S 11 12 16 13 11 • 13 13 14 7 6 9 11 . f8 11 7 13 13 ff S 1 7 8 '--- 2.S r drSPAN 3- 16 9 18 8 16 8 13 i1 ' 12 4 5 __8 11 9 11 4 t 5 J 10 8 9 4 1 8 4 18 _ 7__ 7_ _ ..,_.. . . ._3 4 ! 7 18 6 5 8 6 8 3 3 4 3 IN-30e Tm', 1/2 CU. PAWLCAIR-IN 2.5. r (MACHINE SCREW ANCHOR) 7R7 MK E49E014NT mg' rpm 127 spas 14P4pm r 18 6 MI'MI 18 6 r 18 5 • 7 2-7 8 6 10 ] S / ] 8._ 7 5 1 1 8 7] 1 1 _ _ - • rr 11' •• • • • .• • • • A N C H O R S C H E D U L E NOTES: ROBERT S. MONSOUR, PE EB- 0006024 .4•efr. CIGINZEU.C. 21C SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENB£OUENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OP. WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIB /L /TY OF THE CONTRACTOR ro VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO W000. CONCRETE OR MASONRY. PKQDUCT RENEWED a9 complying with the Florida Bonding Code Acceptance No OZ.. 04/1. S? Expiration Due /, sw7 By Mla Dade r edact Control D3YMlnn a c II Code omplyT RE VLSED L'aidiO j0 w111i the Florida PEr 01i0a Dale i- AnaO2Pbode Prod IRf COOlft4 APP305TO 1,5 COMP7'YItIC 'I/I311 711! SOUrl1J.3.0910A 811 %LO:NC CODE C`W v o I SY _.. .. 7YO1;11C1 C7....0: D:Y : - . eU1:0::10 CCUR Cu.:%, ::.C! I :I = CCEP1.CECC NO A_9 __6_2 7 _67 0D/151014s 90 06/03/99 • SEP Jx0/RSu 7 01 I� 9 51RR." 99001 6 W000 APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE _ CONNECTION TYPE ANCHOR TYPE OIA. SPAN A I B I 14 13 1 1 8 9 4 8 3 6 1..,4 T r• 16 13 14 11 12 6 10 4 , -{r � 8 . • ?=1 C I 5 4 4 3 8 6 5 3 3 D I E 13 13 11 11 6 7 4 3 �{\ `®c:'r 13 13 13 13 8 9 5 4 M ] e.•i uT A[i]C0 I E 12 12 5 12 12 9 4 3 6 7 8 3 3 4 3 A I B I C I 0 I E 10 7 4 10 10 8 3 3 4 3 4 18 1 C I 9 4 4 7 Ilia 3 D I 6 3.,. t k 1. � 8 4 7� �• - !• 9 5 11 . 'e ") i s 52 �6 -. / ..( r- E 7 5 f'S �. 9 3 . ` 11 3 _ I 13 / • ✓ t . 13 4 - �,, \��` BRASS WOOD BUSHING 11 1• MIN. PENETRATION 1!4.20 68 SPAN 58• SPAN 105' SPAN 7 l�3 to x3 "�Q' J t�. y. ? S ' Y21 `r t � 9 6 13 13 4 4 5 4 3 4 4 6 t- L i t yam S • �,. 5 i : . .'� ,,.. �. 12 6 5 9 J d 4. —7.•' �- ^ 14 7 6 11 5 '! -�` �• "i� • ' '' 1 16 8 7 13 4 6 • +r1/ •1a• 7 ', 1� rT W r1 7.' y 16 9 8 54 5 6 '4 '.'Tc k�_ 126' SPAN 6 ,, L J . rj I f W t,' < aw. 'T �! . 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 I }Y -' "S'Y r•"' 14 10 9 7'� 140• SPAN tt :.; � 111 :1 =:j5; A: L WOOD LAGS 1• MINIMUM TREAD PENETRATION Ol' 68' SPAN 88 SPAN 10I 5• SPAN 126' SPAN 8 L 3 ?�F 4 ` h -1 � ,7? , t �','. : 8 1 8+ i1z . i l •TAI T ' j y 16 13 8 13 13 to 7 6 9 10 12 4 5 6 4 10 3 4 4 4 ;;: . { .1 : r �' 16 13 9 13 13 16 8 7 10 12 14 5 6 6 5 11 3 5 4 5 140' SPAN A. J o f . �•' 16 10 12 10 I. . .- .. —: 16 12 14 12 ., fsy{14r .. - 7 13 13 5 5 6 5 3 5 4 3 _.. ._ , " " "'' � - WOOD LAGS 5• TREAD PENETRATION I Lt 1 88 ' SPaN 68' SPAN 16 16 1: 12 5O 16 16 16 13 15 13 13 7 4 3 13 13 8 5 3 10 7 6 5 4 11 9 7 6 5 13 13 13 13 9 10 6 4 4 r'712/117,&71, 23 13 13 13 51 12 6 5 4 3 105' SPAN 126' S ! �„ rr� �' 8 13 13 5 6 7 6 4 5 5 3 540• SPAN a _ iiIWIMUAI • •,_.— 411 • 1_,..„.•. ' '• ' . I 3/8 • •WOOD LAGS • • • 1• MINIMUM TREAD PENETRATION 1 68' SPAN 88'SPAN 505' SPAN 126' SPAN a`ID 5 .r_ t 'Sfak 7 - ; ' - ? ,� 6. - u II ' i: 16 13 9 13 13 16 6 7 8 7 13 4 6 5 4 t 40' SPAN . Si %72�".. =- F4='fl'Pr.Y"; rLr, 4 -"4" 16 13 10 13 13 16 8 8 12 13 15 5 7 7 6 13 4 5 5 6 •• • ••••ii• y}t-- W000 LAGS •••• • • • ••II•IMUM TREAD PENETRATION 7/16 M SPAN 16 16 16 15 13 13 13 9 5 4 12 9 8 7 5 13 13 13 13 12 13 7 6 5 3 8B� SPAN 105' SPAN t 26' SPAN 7 vC r ,� r t ^ y >-" i^ •r A f om .. _4 r 4: •. 4 yy •.,,. l u ,. •.. . K S - • +•fi r.- 140• SPAN I _. • 412~TI• •r:44 Y,1 1 r 71I • • 41 1 1 41 1 4 t h -1.1 }lh,i)l1!1:L '.— 8 '' �.^ •r• • • • • t4•ELCO PANEL MATES • • • • '118 11.101. 11.101. THREAD PENETRATION 1/4 68' SPAN 16 14 12 50 8 16 14 12 10 8 13 11 6 4 F37...."1 13 11 6 4 !!v!�i9� PWI 8 6 5 3 3 8 6 5 3 3 13 13 13 13 8 9 5 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 14 9 6 13 13 10 4 4 5 4 9 3 4 4 ;F .6k ti r 1 _,7? -f ,Lhv.. # " t. v • . �!7 14 9 6 13 13 10 4 4 5 4 LV T 9 3 4 4 �, �a 1r ? ; :-.*: e � •e l ._. ,.: 12 6 5 9 7 4 7 - Y`L } 1 _ x i � _ t r _ { 12 6 5 9 3 4 t1'•� 7 L r 1 �L .7 A . �r ( '.. 8 4 { ,y .'i;1 8 4 9 3 .. 1 - 5 .` 9 3 88' SPAN 135• SPAN 526• SPAN 8 3 3 4 140• SPAN �44q1[r 7 3 • N•?!alT 13 13 13 13 8 9 5 4 3 F.T. F :'•T•1ril'11:iL. '9 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 3 8 3 4 '`F1' •` " r� • • `N 1( ; C .: PANEL 5/1 EL PANEL MATES f 716' MIN. THREAD PENETRATION IN' 68' SPAN 88-SPAN 503 SPAN } y r 126• SPAN 110' S PAN tl R.DDUCT REVISED mP wir4 / Cade nand. � au eY • —e ""r Caa oal�l/ F.PP.-611.1.1 AS COMPLYHIC W(1H 5515 • • • • • • • • • • • • • •• • • • A N H 0 R • •• • • • •••• •••• • • •••• • • •• • • • • •• • •• • • • •• •••• • • •••• NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMNNG ANCHOR SPACNG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO W000. THE WOOD MUST BE A MINIMUM 2 X 4 COWL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE' FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORACC SHUTTER SYSTEM MAY BE INTSALL INTO *000, CONCRETE OR MASONRY. PRODUCT RENEWED as complying 55555 the Florida Duiding Code ArrePlancr No D N • g E aginlion Date A Miami Dada Product " '�' 4 Division r�M ROBERT t/1 I . `SONSOUR, PE EB- 0006024 xn ESG:1fE1nC. nc 50U111 F1.091 cA r/ / 81 L P8631.1C1 Cc::vo: 017 uu /LU:::S CG7L CUS:PL.AACL u,i1C1 :Ca P IA ^CL 70. A 00105111) COOT P I RT41010 v: 6r ` I 5CV 4AY1/N7Y 7 _2221:11 SIrtSMM 5/885 7 See revised NOA for the shutters. Shield Galvanized shuuters were installed instead of the Aluminum from Metal Tech. See attached. 10/24/06 CG. Passed / Inspector Comments ,� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/24/2006 Inspector: Grande, Claudio Project: <NONE> Contractor: HOME OWNER Building Department Comments Tuesday, October 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -22602 Permit Number: WS -7 -06 -1925 Owner: WOLSTENHOLME, BRIAN Job Address: 380 91 Street NE Miami Shores Village, FL 33138- 6 (jll(J Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number (305)758 -3477 Parcel Number 1132060190200 Lot: Page 1 of 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION SCOPE: r,,, NOTICE OF ACCEPTANCE (NOA)' �. Ready Window Sales & Services Corp. 3645 N.W. 50 Street Miami, Florida 33142 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA e : s ght to revoke this acceptance, if it is determined by Miami -Dade County Product Control . m v' or material fails to meet the requirements of the applicable building code. -- This product is approved as described herein, and has been designed t rricane Zone of the Florida Building Code. DESCRIPTION: 0.036" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -004, titled " 0.036 thick Galvanized Steel Storm Panel ", sheets 1 through 8 of 8, and sheets 1A & 2A of 8, dated 01/10/2006, last revision #1 dated 01/10/2006, prepared by Tilteco, Inc., signed & sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0619.04 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. ye 46 / 03//6 zo 6 w s— tq MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinzeodeonline.com NOA No 06- 0221.04 Expiration Date: 12/01/2010 Approval Date: 03/16/2006 Page 1 Ready Window Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98- 0529.12 A. DRAWINGS 1. Drawing prepared by Drawing No. 98 -129, titled "20 Gage Galvanized Steel Storm Panel, " prepared by Tilteco, Inc., dated May 28, 1998 revised October 09, 1997, sheets 1 through 6 of 6, signed and sealed by Walter Tillit, Jr. P. E. B. TESTS 1. See file for NOA # 97- 731.03. (This is a name change with no other revision) C. CALCULATIONS 1. See file for NOA # 97- 731.03. (This is a name change with no other revision) D. MATERIAL CERTIFICATIONS 1. See file for NOA # 97- 731.03. (This is a name change with no other revision) 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99 -1006 A. DRAWINGS 1. Drawing No. 99 -120, titled "20 Gage Galvanized Steel Storm Panel, Tilteco, Inc., dated April 2, 1999, last revision #2 dated November 24, through 8 of 8, signed and sealed by Walter Tillit, Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test of 20 ga. Galvanized steel storm panels, prepared by Fenestration Testing Laboratory, Inc., Report No. 2222, dated February 23, 1999, signed and sealed by Jose D. Mitrani, P.E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test of 20 ga. Galvanized steel storm panels, prepared by Fenestration Testing Laboratory, Inc., Report No. 2223, dated February 23, 1999, signed and sealed by Jose D. Mitrani, P.E. 3. Test report on Large Missile Impact Test, and Cyclic Wind Pressure Test of 20 ga. Galvanized steel storm panels, prepared by Fenestration Testing Laboratory, Inc., Report No. 2293, dated June 15, 1999, signed and sealed by Jose D. Mitrani, P.E. 4. Test report on Large Missile Impact Test, and Cyclic Wind Pressure Test of 20 ga. Galvanized steel storm panels, prepared by Fenestration Testing Laboratory, Inc., Report No. 2294, dated February 23, 1999, signed and sealed by Jose D. Mitrani, P.E. E -1 .01 " prepared by 1999, sheets 1 elmy A. Makar, P. E. Product Control Examiner NOA No 06- 0221.04 Expiration Date: 12/01/2010 Approval Date: 03/16/2006 Ready Window Sales & Services Corp. C. CALCULATIONS 1. Anchor calculations, dated July 19, 1999, pages 1 through 15 of 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill certified Inspection Report with chemical composition and physical properties. 2. Certified Tensile Test Report by ATC, Report No. 13974.0001, dated August 13, 1999, for sample No. FTL #2222 A -1, in accordance with ASTM A370 -97a, signed and sealed by Steven E. Black P.E. E. OTHER 1. Letter issued by Walter T Tillit, Jr., P.E., dated September 24, 1999, stating the changes. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 1013.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. E. OTHER 1. Letter issued by Walter T Tillit, Jr., P.E., dated October 2, 2000, stating that he is still in the engineering business. 2. Letter from Shield Shutters, Inc., dated October 2, 2000, signed by Mr. Eliseo Guerra, stating that the product has not changed. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0619.04 A. DRAWINGS 1. Drawing No. 02 -355, titled " 20 gage Galvanized Steel Storm Panel ", sheets 1 through 8 of 8, including sheet 1A, total of 9 sheets, prepared by Tilteco, Inc., dated June 12, 2002, last revision #1 dated June 12, 2002, signed and sealed by Walter T Tillit, Jr., P.E. E -2 Helm A. Makar, P. E. Y � Product Control Examiner NOA No 06- 0221.04 Expiration Date: 12/01/2010 Approval Date: 03/16/2006 Ready Window Sales & Services Corp. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance from Tilteco, Inc., dated June 17, 2002, signed and sealed by Walter T Tillit, .Ir., P.E. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -004, titled " 0.036 thick Galvanized Steel Storm Panel ", sheets 1 through 8 of 8, and sheets 1A & 2A of 8, dated 01/10/2006, last revision #1 dated 01/10/2006, prepared by Tilteco, Inc., signed & sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor calculations, dated January 20, 2006, pages 1 through 54 of 54, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter issued by Walter T. Tillit, Jr., P.E., dated January 11, 2006, stating the changes. 2. Shutter Machine Purchase agreement. E -3 Helmy A. Makar, P. E. Product Control Examiner NOA No 06- 0221.04 Expiration Date: 12/01/2010 Approval Date: 03/16/2006 GENERAL NOTES: 1. STORM PANEL SHOWN ON TH1S PRODUCT APPROVAL DOCUMENT (P.AD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDIAON OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF 7HE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON iH /S P.A.D. AS TESTED WERE NOT OVER STRESSED, A 3JX INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tIQL USED IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORT / 0926.02 -96, AND FENESTRATION TESTING LAB REPORTS 2222. 2223, 2293 & 2294, AS PROTOCOLS TAS -201, TAS -202 AND TAS -203. 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A -653, GRADE 40 MINIMUM. AND TO BE G -60 GALVANIZED STEEL DESIGNATION W/ MINIMUM Fy =49 ksi (AFTER ROLLED), J. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, GALVANIZED OR STAINLESS STEEL, W1TH 36 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) . TO EXISTING POURED CONCRETE f'c =3320 psi MIN.: - 1/4" 0 TAPCON ANCHORS, AS MANUFACTURED BY 17W /RAMSET OR ELCO TEXTRON, INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4 .4.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE: NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1 MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE INDICATED ON NOTES A.1) & A.2) ABOVE. (8) TO EXISTING ASTM C -90 CONCRETE BLOCK WALL: - 1/4" 0 TAPCON ANCHORS, AS MANUFACTURED BY ITW /RAMSET OR ELCO TEXTRON, INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: 8.1) MIN /MUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 ". 8.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4" MINIMUM FOR ANCHORS MENTIONED IN a & 7/8" FOR ANCHORS MENTIONED IN B.2). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 8. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS THRU 5 (SHEET 2A OF 8) WITH END COMPONENTS ®, ®, 50& ©EXCEPT THAT HEADERS ©, ©& 3 SHALL NOT BE USED. 9. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 10. (o) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.AD. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11. SHUTTER'S MANUFACTURER PERMANENT LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTER FLANGE OF A PANEL APPROXIMATELY 4 ABOVE THE BOTTOM OF SUCH PANEL. ONE LABEL BE PLACED FOR EVERY PANEL. LABEL SHALL READ AS FOLLOWS: READY WINDOW SALES & SERVICES CORP. MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. IL EC O INC. M1100 • DI6U ELII NU COYPAM► ~ qw e�i,- ' m1o Mm' m, I I Ins= MO. atw _- -� —'—' ® - 0006719 E. JAN 2 3 2006 , Jr„ 67 PRODUCT REVISED ea D9 Code the Farrtla Ateepttuae No • . - . 2. , O Neu Date J ,* T READY WINDOW SALES & SEIRRCES CARP. .1643 N.N. SOYA =CT MAAR FLORIDA .13143 tunl•MI 1. M E 1 110. r 1 Ru m.m Ilna.wl • 1 - oto F.B.C. (High Velocity Hurricane Zone) 0.0)6 THICK GALVANIZED STEEL STORM PANEL DRAWN en vnvos are 06 -004 DRAWING No Slat t OF 8 1" Min. J" fax. 1'l16n. • M CONCRETE ANCHORS (SEE sCHEDuLE) CONCRETE ANCHORS (SEE sdiEONLE) STORM PANEL ELEVATION SCALE 1 7/2 — 1 • -0 SECTIONA -A SCALE 1 1/2" = 1' -0 J' Max. NM. BOLTED PANELS ay 1/4 6 -20 A 3/4 M. S W/ 7/ x 8 ' e, WINGNITIS SC HE ULE EA ON SH 6 OF B) IL ECO INC.\ TILur I[lmNo a ORWNmtINO COSOFANY ` i' iiuo : cm, =4'V mee JAN 2 3 2006 E3 -0719 WALTER 4. TIWT Jr., P. E. FIORIDA Lk. / 44107 Q PANEL SCALE 3/13 110 I fA HALF PANEL SCALE 3/8' - I' COMPONENTS PRODUCT REVISED as comp.yiag witb the FIO0FIa Bidding Code Expirations Date 04. Expiration Date L o/ 0 By Miami q Division F.B. (High Velocity Hurricane Zone) 0.036 THICK GALVANIZED STEEL STORM PANEL READY WINDOW SALES & SERVICES CORP. 3643 N.W. 50th STREET 44414 FLORIDA 33147 WORM G{0 6!-351 V I • _ • Oin DRAWN BH Y.C.V. 1/10/06 DATE 06 -004 DRAWING RR SHEET IA 07 6 20 7)' HEADER SCALE: 1/2' - 1 r r.ao0• 0 1'x2' ANGLE WITH STUD SCALE: 1/2' - r 30 V" HEADER FOR BUILD -OUT SCALE: 1/2 = r 02"x Tx 1/4'ALUMINUMANGLE SCALE : I/2 - r 7• TRACK SCALE: 1/2 - f 6 . 3+• O oprdonGlL ® KEY HOLE AT PANEL COMPONENTS 12s• r//1 . £ S. SOW �- AhEreo TO ANGLE 730' 12' 0 C OETNL 2.000• ® rx2' ANGLE WITH STUD SCALE: r/2' - r IL ECO INC. �� "•' TOUT TIQRIRO • OI6 I WODNO OOSART �•°"' = • _w mn, wwn ate+:. now. anw ERAI% .1;76i 935)M-1631 AN 2 3 2006 new U . P E. 4 2.000 REVERSED 2' x ANGLE WITH STUD SCALE: 1/2 - I' 3oo0•(Ik ) © rx 5'(Max.)x .125'ANGLE SCALE. t / a r • SCALE 1/2 1 PRODUCE REVISED as complying with the Plaids Bedding Code Acc ptnse No OZ / a E :p7rwUeo D9t51 f. � 11; BY MEerD1 Dad etT Gw7gLGy DIVWDO F.B.C. (High Velocity Hurricane Zone) 0.036 THICK GALVANIZED STEEL STORM PANEL RFADY MOM SALES & SERVICES CORP. 3643 N.W. 90th SMELT Iwo6. FLOROA 57742 no..: pe lc m-mm . ti : ammo-,,. MINN =TIM 110. MCMINN UM 677 6.0.1. 1/10/86 COTE 06 - 004 DRAWING Ib SHEET 2 OF 8 SECTION ® ANCHORS (BOTTOM) SECTION 0 STUDS BOTTOM) WALL MOUNTING INSTALLATION — SECTION 1 SrwLE. :/e _ r WALL MOUNTING INSTALLATION — SECTION 2 srALE: E. LE = EDGE DISTANCE (SEE SCHEDULE ON SHEET B OF 8) NOTE FOR COMBINATION OF SECTIONS : WALL/PLOOR /CEJLINC MOUNTING SECTIONS CAW SE COMBINED 111 ANY WAY TO SUIT ANY INSTALLATION. CEILING & FLOOR MOUNTING INSTALLATION sow JIB• — SECTION 3 DIRECT WALL MOUNTING INSTALLATION — SECTION 4 IL ECOINC. TESTING t ENDINIIRING COMPANY " i ew !Wit= =Yer .u,« -- " E9- 0000719 JAN 2 A �, ' WALTER FLORIDA IDA Lk. t J 4416i E CONCRETE ANCHORS (SEE =MENLO POURED CONCRETE REQUIRED PoLAIND 7E OR CONCRETE Lunar MALL REWAR£0 CONCRETE ANCHORS (SEE SCHEDULE) « 5 FOR GLASS s- OV08W OR S C. D. BUILD —OUT MOUNTING INSTALLATION — SECTION SCALD JIB• _ ,• F.B.C. (High Velocity Hurricane Zone) 0.0J6 THICK GALVANIZED STEEL STORM PANEL READY WINDOW SALES & SERVICES CORP. .0845 NW. 50th STREET *MK FLORIDA 13742 anANIlm om lum - 013011/I64 OLD 5066 3 6 - I /4 0 -27 r J /4 .0S Boa w/ SVT OR Its r 3/4 SN.S 0 12. O. C. • .000 YA .000• YN ALIENATE FOR® /4 r J /s . BO W/ 57 A0/74o3/4 SY. 5 5. 0 72 O. C. 4 PRODUCT REVISED as compl Rag with dm Flgdda Balding Code Acenmee oO6 Z /.O Expieg ep Toe pa O)O Ds 1�le Miami DIvitoa 1 GROW BI' N.O.V. 7/70/06 DATE 06 -004 DRAWING No SHUT 24 OF 8 WALL MOUNTING INSTALLATION SE77c* 4 R9 ST UDS (80T 7V AI) WALL MOUNTING INSTALLATION - SECTION 6 =LE.. ,�•_,• E. 0. EDGE DISTANCE (SEE SCHEDULE ON SHEET 6 OF 8) DIRECT WALL MOUNTING INSTALLATION -SECTION . 7 SO NE 3/6 - 1• NOTE FOR COMBINATION OF SFCT70N5 WALL/FLOOR/MAC MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALL-4770N. WALL MOUNTING INSTALLATION - SECTION B sou[ 3/6 - r IL ECO INC. \ TES1 ! [NOINEERINO COMPANY " Nero I E 111LN a JAR $ 9 2006 WALTER A L P. E 44 FLORIDA Lie. 1/16T In. IV OLIONNO 010 Rr -.A1 CEILING & FLOOR MOUNTING INSTALLATION - SECTION 9 SCALE .v6 - r PRODUCT REVISED v eomPlTias dh95 Ccde With de Florida lori Am9N.. /• o¢. Espk 6o6 ytao Da ;4,394 o J o DT N>bm W F.B.C. (High Velocity Hurricane Zone) 0.036 THICK GALVANIZED STEEL STORM PANEL READY WINDOW SALES & SERVICES CORP. 3615 N.W. 50th STREET NW; FLORIDA 33143 Phew poepr -in . Iraqi pce)sm -en. 0001/004 DRAWN 817 Y.C.V. I/10/06 DATE 06 -004 ORAYTNG No SHEET 3 OF 6 08•a CMaaRETE anviO4S MEE soccuLE) FOUREO =NOME REVD POURED CONCRETE OR COtCR17E BLOCK MIL REMIXED 43 ilZ MA 0 EVERY SW 0 IY 0 0 (SEE MET. X) Cant r/ r' .: r I mtss E O 71 Q C. PAN71 OVERLAP) 1 ( 5AE7E AiGi7S (sEE 508040 FOuRED CONCRETE RIVUIRED 1.. SCHEDULE fo? se. SEPARATION TO GASS OF *MOW OR SGQ POURED CONCAVE REDID 0 2 2/5. 0E AMCNORS E 4' 0 . 1 r/2 muss 0 MACHINE SCREW O 17' 0. 4 PANEL OVERLAP) T/e' • • ./32 16840 Nor • EVERY Snw 0 12' 0. C. WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION - SECTION 10 - SECTION 11 SCALE .7/e' - I' 50.11£.• J/8' - r JAN 2 $ 1OOB / IL ECOENc.\ al Wi791'3 ,wd! Binding Expiration OEM i1,11/ - O By Mis7n10888 Dirision 0.036 NICK GALVANIZED STEEL STORM PANEL EST. X: ISOMETRIC FOROB 25O'k1/4' ALUMINUM ANGLE INDICATING ANCHORS LOCATION FOR SECTIONS 10 & 11 F.B.C. (High Velocity Hurricane Zone) READY *WIDOW SALES & SEMMES CORP. MLR EcsI0O • ENONECaMi mow N4r IW0 R F LO 33 74 2 �oa� WQI�_IOA~ R x6164 1�. i t1mA�1w . I4 008320 -64' E - C9OE719 001=1.711 �"� RA tan 11111T Jr., P. E. ' ! Lan ti-ass � - I '- FLORIDA Ur.. 44167 —T —T -1 • - T - WARN Btt Y.C.V. 7/70/08 DATE 06 -004 ORAW910 No 70414 OF 8 MAJOMUU DESIGN PRESSURE RARNC W (P.r./.) Mar. PANEL LENGTH L (R.) (SEE SECTIONS) ~MI SEPARATION TO CLASS APP&JCIBLE TO SECTIONS / & ANY COMBPIARLN OF 7600 PANEL REINFORCEMENT +62.0, —75.0 8'-O' OR LESS 2 3/4 1 N/A +62.0, —66.0 8' -0' OR LESS 2 7/8' 2 & J N/A +62.0, —66.0 5' -0 OR LESS 2 1/16' 4 N/A +62.0, —66.0 >5' -0" TO 8' -11 1/2' 2 5/8' 4 N/A +62.0, —66.0 7' -11 1/4' OR LESS 2 7/8' 5 N/A +62.0, —66.0 8' -O' TO 11' -0" 2 5/8' 6 * BOLT +62.0, —66.0 >8' -11 1/2' TO 1 -O' 3' 7 • BOLT +62.0, —66.0 >8' -o' ro 71' -0' 3' 8 • BOLT +62.0, —66.0 >e' -0' TO 11' -0' 5 3/8" 9 • BOLT +62.0, —75.0 8' -0' OR LESS 2 3/8' 10 N/A +62.0, —75.0 8' -O' OR LESS 2 7/8" 11 N/A * ANGLE MAY BE NEGLEIEO IF MAXIMUM BUILD —OUT IS 2" & PANEL PRO✓EC770N p' (PASSED OPENING) IS 3" • 1/4' 0 -20 x 3/4" S. S. BOLTS W/ 7/8' x 3/32' WING NUT ® STUD EVERY OVERLAP AT MIOLENCTH OF PANEL CASEA (Plan) =CO 7/ 4 ' - 1 scut 1/4• - 1 • MAXIMUM DESIGN PRESSURE RATING 9M (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE N/A NOT APPLICABLE END CLOSURES DETAILS CASE C (Plan) 504117 1/4' - 1 CASE E (Plan) 5O41.L' V4• - 1• IL ECO gpgQ�� nut? 111171810 p01NU lN0 COIL ►ANY Na. am R 1b a0. MOL1 =Air 0101 r1:a.� 11 -tao ..u: 1 al E8- 0008710 JAN E 9 200E OVER a 14µ187c CASE D (Plan) PRODUCT F7EV[Ui4D as'°mp[yin3 7vltli dm Naas 4alaia,.,Cade Na O6 Ac —oZ •0 ralaa:a Expiration Date k'rl1b • 1 0 By Miami Dad 1 D RE Cae8wi Uirisioa SCAM 1/4• _ f' CASE F (Plan) scut 1/4•- 1• F.B.C. (High Velocity Hurricane Zone) 0.036 THICK GALVANIZED STEEL STORM PANEL READY WINDOW SALES & SERVICES CORP. 3445 N.W. 50th MEET M/AK FLOREA 33142 . ti : (700m0 -614 OLD 110-33S I1 • u1:117 am DRAWN B7: Y.C.V. 1/ DATE 06 -004 DRAWING No 511787 5 OF 8 MAXIMUM DESIGN LOAD W ( MAXIMUM ANCHORS SPACING POP E A = 3 1/2' H. APPUCA9LE TO SECTIONS / & ANY COMELWAT7ON OF THEM AAXI77UM PANE]. LENGTH V (R.) TAPGOVS CALK -IN TO CONCRETE TO MASONRY 70 CONCRETE TO MASONRY +62.0, -66.0 72 N/A 12' N/A 1 (10P) 6' -J' OR LESS 12' 12' 12 ' 12" 1 (BOTTOM) 12" N/A 12' N/A 2 (70P) 72' 12' 12' 12' 2 (8077011) I2 N/A 12" 17/1 .7 (70P) 12" N/A 11 1/2" N/A J (8077017) N/A WA 12' 12" 4 (70P/BOT70N) 12' N/A 12' N/A 5 (70P) 12' 12' 12 17 1/2" 5 (80170M) +62.0, -66.0 12' N/A ■ 72' N/A 1 (70P) >6 70 8' -0' 12 9' 12' 10" 1 (BOTTOM) 12' WA 12' N/A 2 (70P) 12' 9' 72' 10' 2 (BOTTOM) 12' N/A 10' N/A J (TOP) 10 1/2' A/A 9' N/A .7 (8071077) N/A N/A 12' 12' 4 (/OP/BOT7VM) 12' N/A 12' N/A 5 (70P) 12' 9" 12' 10' 5 (80170M) +62.0, -66.0 N/A N/A 12' 6" 4 (TOP/BOTTOM) >8' -0' TO 8' -71 1/2' MAXIMUM 0 ONION LOAD W ( O.) FACTOR 164AIMUM ANCHORS SPACING RN E. 0. = 3 1/2' "" APP-IMRE TD ANY / & ANY CO119MVA7ON OF 77677 MAXIMUM PANEL LENGTH 1' (R) .85 'SPOONS 2 1/2' CALK -IN TO CONCRETE 70 MASONRY TO CONCRETE TO MASONRY +62.0, - 66.0 7 7/2' N/A 7 1/2' N/A 6 (TOP) >8' - 0' TO 71' - 0' 12" 6 1/2' 12' 9 1/2' 6 (80770M) N/A N/A 72' 6" 7 (1DP/B077014 N/A N/A 12' 6' 8 (70P) 8' 6 7 /2' B' 8' 8 (80170M) 9' N/A 7' N/A 9 (TOP) 7 1/2' N/A 6 1/2' N/A 9 (BOTTOM) +62.0. 75.0 8" N/A 8' N/A 1 (70R) 8' -0' OR LESS 8 8' 8 ' 8' 1 (BOTTOM) 8' N/A 8' N/A 10 (TOP) 8" 8" 8 ' 8" 10 (BOTTOM) 8 N/A 8' N/A 11 (70P) 2 3/8' N/A 2 3/8' WA 11 (8017011) ACTUAL E. 0. FACTOR GPCO/ 1MWR CMK - W 3' .85 .75 2 1/2' .7l .50 2' .50 - MAXIMUM DESIGN PRESSURE RATING 'W'(D.s.1T.)AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES' * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. ** 1AX1MUM ANCHOR SPACINGS ARE VALID FOR J 1/2' EDGE 0157ANCE. FOR E. 0. LESS THAN • 1/2' REDUCE ANCHOR SPACING 9Y MULTIPLYING SPACINGS SHOWN ON SCHEDULE 87 THE FOLLOWING FACTORS E. D. - EDGE DISTANCE IL E C O IN 1IL11T IEf1AMO • £!477 10 COMPANY E8- 0009719 JAN 2 3 200E MEF L µ1a7 0.056 THICK GALVANIZED STEEL STORM PANEL READY RINADW SALES & SERVICES 3645 MIL 80th 577[07 61086. fOSmA 87712 wem s (X40711.1141 . n. f>moro -al 14. 1 'A ooTairmi F.8.C. (High Velocity Hurricane Zone) PRODUCT REVISED to complying with 14eFinrldit &Ming Code Acceptance No O O • Papiiraftaa / Date d O e M aL Chd e*e6daet 0eaUai Minion anew er: M.C.V. Vl0/De DATE 06 - 004 W47IN0 N SHORT 6 OT 8 1. Y4STALIAT1aN5 ARE ONCE VAUD FOR 61.10.DZNCS 11101 DESIGN LEADS AND PAFE2$ LENO/N AS INDICATED FOR EACH ALIERN ME Y. SOUTHERN ME No. I 2 W/ SPECd:70 ovum OF CDS 0R EQUAL. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ALTERNATIVE 2 (Max. design Mot= +62. -75 a.s.F WALL MOUNTING INSTALLATION - SECTIONS A NOTE FOR F244R7NITTON OF SWOONS • lILL MOUNTING SECTIONS CAN BE COMBINED IN AN7 WAY 7O SUIT ANY INS7ALU7101A SCALE' 1/4 • = 1 • • JAN 2 2 200F /.•.Lb =pa • e• a a R H• 40. " 1084 / I ? O Tao HEADER 20 S S: WU Irk= OR e 2 /14 x J/4 ' a a e FOR 40. PORTOD01 - • TO GLASS OF ALTERNATIVE 4 (Max. design Mad= +62 -56 a.n.F) IL ECOINC. 11WT TESTNIO • OPINRANR COMMIT am a >wn 1 - so. . Ra■ acorn nos wiw pD two . 77 Y , tIm)1,T -1wT EA MUT 1 RFL Lk. 4. sol OM 1 NM PRODUCT REVISED as camptyig Mf! tho Hod& DOldiog Code Acceptance Wog oZtI. 04 E.p+� Dote _ of DID F.B.C. (High Velocity Hurricane Zone) 0.0J6 THICK GALVANIZED 5420L STORM PANEL READY NINON/ SUES t SERVICES CORP. 5645 N.W. 501 STREET IWMC FLORAI JJ/42 Mum : Donn-on . w.: tsgsa.w" -84 DRAWN EN} Y.C.V. 1 /10/04 DATE 06 -004 DRARMO to SHEET 7 OF 8 O (SEE SCFERAA IL E C O RNA:. 11LIJT MEMO ROM• VONNEEMNO COMPANP "0 .0 &A .0 , ti fAU7r eP 1 S11M EB- (096719 MAL MUT f 4 4 4107 E 0.056 THICK GALVANIZED STEEL STORM PANEL READY *WOW SALES & SERWcES CORP. 3645 M.W. DO6e STREET LMA4 FLORVA 33742 0000-m• . ea : LAela• =, I 7/"' W/ /�• O I 0 THREADED rxLe7 TO [ THR E A D P WAVER ALTERNATIVE7 7 /s 4-20 ELLG ; MIL O • 400 7 40610E0 AT 1IDWEn7r PLATE NOTE FOR CO11811141706 OF SECTIONS WALL /FLOOR/CE7MNG MOUNTING SECTORS OW BE COIRON60 IN ANY MN' ID 5t/f7 ANY MSTAUOON. 7DN ALTERNATIVE8 (Mao. design load= +62. - TO Sr.) fMoo design Nod= +B2. -75 n.s.f.) SCUP r /4. - 7• 1I / I lr LAG / IRREAnro Pommeled 000. SEE 017. r/4 I /4 • LAO SCREWS • r 0. a 6/ 7 27/32 TR. PETE7R TION OR 7 /1' 4-20 ROD nwlOwnole W 42 24 MEWED 0 8' 06 / 600.764706 70 7001 G 06110774 OF RATE WALL MOUNTING INSTALLATIONS - SECTIONS A I. L6STALL47pNS ARE ONLY VALID FOR BUILDINGS WIN OESICN LOADS AND RA 7.15 LE7N0774 A5 0.00.117.0 FOR EALNN AIER07776 T. FOR NEW W000 FRAME 00NS717/077044 44000 MEMBERS 7O ERE SOUTHERN FOE Na 2, W/ SPOOL' O£NSTY OF 0.55 OR E01A40. MOOD TRUSSES OR RAFTER 24' a C REWIRED T4,. M S 0 6 0 0. ALTERNATIVE2 (Max. d9sian Mac= +67 -66 As (SEE SORDMA 206464 Mea SERUM TD GLASS OF OP S G. ALTERNATIVE 8 (Mom design loaf= +62. -66 a.sf f Con! 1/8" ADO (3) 76 , 4- MGR WTI" OR MUSS COOTIE SCREWS AT 4NITWOTM4 w000 (2 la. MOf0NIN x0449 W 2' A00D aDL 7/8 '/ , WING me O owe 0 I2' a c r {4• F LAO SCRE76 0 6 a a 1 7/2 r oa n THREADED EwWmr7 OF RATE JAN 4, R 100E I// LI/... : i/ / / //I : W/(3 /76 nor R417134 OR MISS W/l5 x67~00411 LOCATE scams AT ARM" Q ( O } F � 0 G WOOD MI A p E 7 604 W/7' INR ACED ZETRL /71,0./4. 5770 (SEE 50NE07RA FOP _ SUMMON or MOOR 06 S a a WOOD , 767 S 0 IR RARER O 24' 0. G R WRED ALTERNATIVE 8 (Max. deem load. +62. -66 6at) Or • us soaves • C a c 06706 106060 MflRi706 10 BEAN INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ye 4 TAG SCREWS : ac W 1 T • Wr. ALTERNATIVE 1 ,(Elgx. dsa(gn load= +62. -66 a. s.f.) r.4 .11 (SEE roams) FOR M, SEMrM70N S' 7O CRASS OF WINDOW OR S a a MEMO dO a-ss0 SCALD 7/4 - 7' "if" WO DOW AEWA9iD STR CRIOLL AOEwncY HE MOM, OF DORM WOOD Afi OM ar E7' S D ENGINEER MOVER PEON I S O ROM INSTALL.41ION 9 OonL 1 1 ALTERNATIVE4 (Max design loud- +60. -66 6.s,G) Off REWIRED PRODUCT REVISED m 70/1545/777 I t he 'bdmA 8 COD• 1 Acceptance N0 0 • p E3p7n tl07I77 C JL•)P4 of a BY ml Dade ENTM100 V~ �n Cmaol CEILING & FLOOR MOUNTING INSTALLATIONS - SECTIONS 8 F.B.c. (High Velocity Hurricane Zone .v[ I qR .• 014:06 DRAWN er. N.C.V. 7/70/05 0ATE 06 -004 COMM No SHEET 8 OF 8