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WS-10-591Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153253 Permit Number: WS -4 -10 -591 Scheduled Inspection Date: March 21, 2012 Inspector: Bruhn, Norman Owner: WENSLEY, CRAIG & ALEXAND Job Address: 10650 NE 11 Court Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320280460 Building Department Comments IMPACT WINDOWS 4 Passed d Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 140137. TAPCONS ARE REQUIRED NB March 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 23 G'a;� (�/e•,5 /ems /065--o /t/E /f7-061. -7Cig -3e718-1-71-7 /4,/,c,ce kilv<e "b" re-214e71 47)1- ex/c / c', , h"--/tior a , -far- c aolci,= 4-7 d � S, �- 6ee7.7 /./-7 5 cril /7 S. e4D\1 ,7_7 C 5 c..)4 r 1 Q Ae 4 42/k4 pec-4-7/' -7;4/7 i ✓oct J O ( //p'' 747 c, / �7 et)/1 r kvie/ 2J0 p@6--/r7; 71c) CC- /We Vfr f'V A m €::k; ) 7;4.4- fri/e e ,Za-1. /4.5p e-(-}/ cam-/ 5 71 -71/- ,71 ?r /�'7e . �'► °Col" LAP IA /7e-Jer ad; 0 /71--k )74,16‘4" kV5 - / &�-s/ 144,1,40./ 0 `x1,4 0./ per/i°l t t4- 5� j i otKii 1p .3A re ,Z _ 33 f 3 3 5-90 i41 NI 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 u �y @ L. a .,& y F v 1 II AP=i0 I j Permit No. (j ■--) m 59 f Master Permit No. Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) _ Owner's Address /'!7'6' 57 4' (, �J City �� �f/7r 5 t -5 State �� r Zip Tenant/Lessee Name Email Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # 33/3? Phone # County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 0 i JZ ., to\ LA- ja___ Contractor's Address Phone # Flood Zone City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ f Q Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration New ( ❑ Repair/Replace ❑ Demolition Describe Work: PC/re, /'' �[— Z/p Submittal Fee $ Permit Fee $ /C21-9 CCF $ 2 . Lk 0 CO /CC $ Notary $ Training/Education Fee $ 0 550 Scanning $ 3.0 ® Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Technology Fee $ 5 .2 c) Bond $ Total Fee Now Due $ Q t . Li v • 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection ee will be charged. Signature wner or Age Contractor The foregoing instrument was acknow e• ged before me this 95 The foregoing instrument was acknowledged before me this day of Acittk.,..201 ,by , day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ``��NI Qi a 0 �� // / //, h NOTARY PUBLIC: S- i: 1//47,1 �'r�il00 °.. 2 Sign: �`..ftei �� Oa ►— _ Sign: Print: = a •: m� /,g0/ /®�i ° �; Print: E' My Commission Expires: %,.74."; •..3 0 . �`� My Commission Expires: //ii,,�$' /il GIN., `o`'s who is personally known to me or who has produced APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DI CLOSURE STATEMENT NAME: �� � � �� � DATE: Z////.//::--) ADDRESS: % // f Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have 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 new form states 75,000). 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. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two - family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial �i'i" 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.mvfloridalicense.com/dbpdoro/cilb/index.html Initial �— w 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of �r r{ / , 20 By who was personally known to me or who has Produced there License or as identification. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: FECIEIIVIU) : APR 1 2 2010 J BY: v MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buiidingcode 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 tlu'%'rbduct 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 ri • including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "Coastal -24W' Aluminum Single Hung Window — L M.L • • • APPROVAL DOCUMENT: Drawing No. 05 -TRA -0003, titled "Coastal -240 Single Hun•. Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2 P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice oZ expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• • .... • • 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 a n d shall be a v a i l a b l e f o r . * • • s • . :. _ ,, _ r . • g Official. This NOA revises and 01#fO - 0930,03 and consists of this p 1- 1 and evidence pages E-1 and E -2 as well as the approval d The submitted document ument fl enti5WTO res Village on was review APPROVED by Jaime D. Gaston, BY P.E. DATE ZO ING DEPT , 71¢.y aG DEPT V; r•-01 r% SUBJECT `(0 CCMPUANCE WITH ALL FEDERAL STATE ANU CCUN'iY RULES AND REGULATIONS NOA No 06- 1121.14 Expiration Date: March 17, 2013 pproval Date: November 22, 2007 Page l • TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. OS- TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bernardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum simgle, hung window, prepared by American Test Lab. of South Florida, lint Repo.* N. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by Williitn R. Mehn , • • P.E. and Henry Hattem, P.E. With addendum letter dated 2/23920A0i signed'ad sealed by William R. Menner, P.E. •••• • • • • (Submitted under NOA# 05- 0930.03) ' • 2. Test reports on 1) Air Infiltration Test, PA 202 -94 • • • • 2) Uniform Static Air Pressure Test, Loading IPA 2C --94 • •' • • 2 3) Water Resistance Test, PA 202 -94 • • • • • • • • • • • • • • • • • 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 • • • • % • • • • 6) Forced Entry Resistance, PA 202 -94 •••• • along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 saline D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 • • TRACO Securitv Windows & Doors, Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Sailer MG Clear or colored . Interlayer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09 /02/2005, signed and sealed by Frank L. Bernardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTHER • "" • 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Secu&y'Rtindows &.. . • Doors, Inc. for their Series "Coastal- 240" Aluminum Single HnngWindow• • Impact Resistant, approved on 03/23/2006 and expiring on 03/1712008. • • .... .... • • • • . ••.• .... E -2 • • • • • • • •.•• •• • • • • • • • • • • • . • • • •• • •... • • Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 • COASTAL -240 SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 47 7/8" D.LO. (VENT) 50 1/4' 8' MAX AT JAMBS B° MAX AT JAMB CORNERS VENT WIDTH 53r/a MAX• WINDOW WIDTH TYPICAL ELEVATION 1/8° ANN. GLASS .090 INTERLAYEi SAFLEX PVB 1/8" ANN. GASS STUCONE DOW CORNING 1199 OR GE STRUCTURAL i r... SILICONE ( RGS7700) mI ■ .hi Nisi 5' MAX (TIP AT MTG RAI1.) HEAD /SB1 ANCHORS: JAMB ANCHORS: EP/s" MAX FROM CORNERS AND BALANCE @ 9" MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION, SEE IAMB ANCHOR SONEDULE FOR NUMBER OP ANCHORS AT MEETING RAIL LOCATION SEE JAMB ANCHOR SCEED FOR NO. OF ANCHORS PER IAMB 61/4' MAX AT JAMB CORNERS LANCHOR LOCATIONS TYPICAL BOTH SIDES 1/8' ANN. G1A55 .090 INTERLAYER SAFLEX PVB WINDOW DIMS. W1TH HEIGHT NUM OF ANCHORS 6) 19 1/8" 26 1/2" 37" 531/8" 26 4 2 4 2 4 2 2 19 1/8" 26 1/2" 37" 53 I/8" 38 -3/8° 6 2 6 2 6 2 8 3 19 1/5" 26 1/2" 37" 53 1/8" 50 -5/8' 8 2 8 2 8 2 7 3 19 1/8" 261/2" 37" 53 1/8" 57" 8 2 8 2 8 2 9 3 191/8" 26 1/2" 37" 53 1/9" 63' 8 2 8 2 B 2 10 4 19 1/8" 26 1 /." 37" 53 1/4" 74-1/4 10 2 10 2 10 2 10 4 0 'TOTAL" INDICATES TOTAL NUMBER OF , ANCHORS AT EACH JAMB (INCLUDES °MTG RAIL' ANCHORS). 8' MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. 1/8' ANN. GLASS SILICONE DOW CORNING 1199 • • OR GE STRUCNPAL 01 • • • • Td2x P00% B1CR ea WCp STRUCTURE • • • • • • 14 W 0pD cRIW 0R 1/4 TRPCONS (ITW OR Yd1TH 1 -StI2' (Fl[N11R�1 EMBEDMENT. 5/16' OVERALL LAM. ANN. GLASS 5/16' OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDIAN LAMINATED BY TEMPGLASS' GLAZING OPTIONS © "MG RAI-° INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT 3AT488 (EACH END) MAX DESIGN PRESSURE +62 / —62 PSF GENERAL NOTES: 6F 1N4R00. P.&N 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESI0N. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI-DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS 60713.01-99 BY AMERICAN TEST LAB (ATL), 62363 BY FENESTRATION TESTING LABORATORY (FTL) AND 6T188 -06 BY FARABAUGH ENGINEERING &TESTING, INC (PET). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE MISTING STRUCTURE 7. PANELS GLAZED WITH 5/16' LAMINATED GLASS (BY 'GUARDIAN' OR TEMPGLASS) ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS UST ED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL IXCLUDES STUCCO OR WALL DRESSING. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED TYPICAL ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE W1TH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE 119TO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (0 =0.55 OR GREATER SPECIFIC GRAVITY), ROUT- FILLED BLOCK (MIN . 5 1500 psi COMPRESSIVE ELEVATIONS FOR ANCHORLOLOCATF�/AND CONCRETE ACING. 3000 PSI). (M� • • •• • : 0 A O. O• R)IST�ND MINIMUM ARE AS FOLLOWS: � DISTANCE FOR GROUT-FILLED D ANCHORS. •• ) • • • • • • • • • • ••• • • • •• • TO CONC (MIN 3000 P51) OR GROUT - PILLED BLOCK (MIN 1500 PS11 (DIRECTL OR THRU Ix OR 2x WOOD BU[K) 1/4" ►APCON9(ITW OR BEM W1T10-3/4" MINIMUM • EMBEDIlET1 •TO C01 (MIN 36004PSI) OR GROUT -FILLED • BLECK:MII•1500 PSI)* • • • • • • $ ACM NTS : • • • FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. :)DucT REVISED es cam)iy ng with Ma Florida Build-.9 Code Acceptsnoo No 0(s -1 2 f 2 d a d d 1 05 -TRA -0003 PROM ROAM • DR2ONIPTIOtt I3 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • 6 D.LO. (FIX. LITE) 9" MAX. AT HEAD/SILL fl //: 5 /16 °,�gtiNAL LAM/ int V , f I 9' MAX. AT HEAD /SILL 47 1/8' D.LO. (VENT) 50 1/4' 8' MAX AT JAMBS B° MAX AT JAMB CORNERS VENT WIDTH 53r/a MAX• WINDOW WIDTH TYPICAL ELEVATION 1/8° ANN. GLASS .090 INTERLAYEi SAFLEX PVB 1/8" ANN. GASS STUCONE DOW CORNING 1199 OR GE STRUCTURAL i r... SILICONE ( RGS7700) mI ■ .hi Nisi 5' MAX (TIP AT MTG RAI1.) HEAD /SB1 ANCHORS: JAMB ANCHORS: EP/s" MAX FROM CORNERS AND BALANCE @ 9" MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION, SEE IAMB ANCHOR SONEDULE FOR NUMBER OP ANCHORS AT MEETING RAIL LOCATION SEE JAMB ANCHOR SCEED FOR NO. OF ANCHORS PER IAMB 61/4' MAX AT JAMB CORNERS LANCHOR LOCATIONS TYPICAL BOTH SIDES 1/8' ANN. G1A55 .090 INTERLAYER SAFLEX PVB WINDOW DIMS. W1TH HEIGHT NUM OF ANCHORS 6) 19 1/8" 26 1/2" 37" 531/8" 26 4 2 4 2 4 2 2 19 1/8" 26 1/2" 37" 53 I/8" 38 -3/8° 6 2 6 2 6 2 8 3 19 1/5" 26 1/2" 37" 53 1/8" 50 -5/8' 8 2 8 2 8 2 7 3 19 1/8" 261/2" 37" 53 1/8" 57" 8 2 8 2 8 2 9 3 191/8" 26 1/2" 37" 53 1/9" 63' 8 2 8 2 B 2 10 4 19 1/8" 26 1 /." 37" 53 1/4" 74-1/4 10 2 10 2 10 2 10 4 0 'TOTAL" INDICATES TOTAL NUMBER OF , ANCHORS AT EACH JAMB (INCLUDES °MTG RAIL' ANCHORS). 8' MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. 1/8' ANN. GLASS SILICONE DOW CORNING 1199 • • OR GE STRUCNPAL 01 • • • • Td2x P00% B1CR ea WCp STRUCTURE • • • • • • 14 W 0pD cRIW 0R 1/4 TRPCONS (ITW OR Yd1TH 1 -StI2' (Fl[N11R�1 EMBEDMENT. 5/16' OVERALL LAM. ANN. GLASS 5/16' OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDIAN LAMINATED BY TEMPGLASS' GLAZING OPTIONS © "MG RAI-° INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT 3AT488 (EACH END) MAX DESIGN PRESSURE +62 / —62 PSF GENERAL NOTES: 6F 1N4R00. P.&N 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESI0N. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI-DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS 60713.01-99 BY AMERICAN TEST LAB (ATL), 62363 BY FENESTRATION TESTING LABORATORY (FTL) AND 6T188 -06 BY FARABAUGH ENGINEERING &TESTING, INC (PET). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE MISTING STRUCTURE 7. PANELS GLAZED WITH 5/16' LAMINATED GLASS (BY 'GUARDIAN' OR TEMPGLASS) ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS UST ED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL IXCLUDES STUCCO OR WALL DRESSING. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED TYPICAL ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE W1TH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE 119TO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (0 =0.55 OR GREATER SPECIFIC GRAVITY), ROUT- FILLED BLOCK (MIN . 5 1500 psi COMPRESSIVE ELEVATIONS FOR ANCHORLOLOCATF�/AND CONCRETE ACING. 3000 PSI). (M� • • •• • : 0 A O. O• R)IST�ND MINIMUM ARE AS FOLLOWS: � DISTANCE FOR GROUT-FILLED D ANCHORS. •• ) • • • • • • • • • • ••• • • • •• • TO CONC (MIN 3000 P51) OR GROUT - PILLED BLOCK (MIN 1500 PS11 (DIRECTL OR THRU Ix OR 2x WOOD BU[K) 1/4" ►APCON9(ITW OR BEM W1T10-3/4" MINIMUM • EMBEDIlET1 •TO C01 (MIN 36004PSI) OR GROUT -FILLED • BLECK:MII•1500 PSI)* • • • • • • $ ACM NTS : • • • FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. :)DucT REVISED es cam)iy ng with Ma Florida Build-.9 Code Acceptsnoo No 0(s -1 2 f 2 d a d d 1 05 -TRA -0003 PROM ROAM • DR2ONIPTIOtt I3 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • 6 3 Qg3A, F 1 O TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISTANCE WOOD BUCKS (BY OTHERS). MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 41/4• MAX. O SHIM O WINDOW HEIGHT D.L OPG. VENT HEIGHT ence 18Y OR 28Y _ WOOD BUCK VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAIL SHIM ®1AMB5 Imo_ Y �V1117 \lit 1V1}}1T'.V l \1 III ©Ij — I-tT lI i 1 \M.,B' ED EM. • • ••• • •• • d • . • • i• or ••••...• TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • • • • • • • • • • • • • • • ••• • • • • • • 1#1 OR 260• • • • • EXTERIOR P DUCT PSVISED 1 .a, :yiaR with tho Pluaida B: i1:a11 Co:: Acapmmc No O6^ Dam •_,IDA MAU L. 6E9NNAR00, P8.` lif leg �apG • id. 05 -TRA -0003 PAK1960AL@- 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATER/AL MANF. /SUPPLIEWREMARKS 1 050-00 -572 1 FRAME HEAD 6063 46 < - 2 050-00 -308 1 FRAME SILL 6063 46 - 3 050 -00 -586 2 FRAME 1A048 8863 -15 - 4 051 - 00-571 1 VENT TOP 608376 ' 5 051 - 00-548 1 VENT BOTTOM 6063 -15 - 6 050-00 -570 2 VENT SIDE 6063 -T6 - 7 051 - 00-573 1 FDCED MEETLY° RAIL 8083 -T6 8 050-00 -569 4/ LITE GLASS STOP 608348 - 9 012 - 00-835 AS REQD. FRAME ASSEMBLY SCREW 418X 1' PHPH 5615 10 012 -00-835 AS REQD. VENT ASSEMBLY SCREW 98 X 1' PHPH 5MS 11 04600 -098 AS REQD. W STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X .190 12 046-16-102 12 SETTING BLOCK .10' X .30' X 1 -5/8' LONG 5° FROM ENDS 8. AT MIDSPAN 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 14 007 -10-016 2 SWEEP LOCK (AT 6-3/4' FROM ENDS) ZINC CAST MARBOLLO INT. 15 046-16-030 2 BLOCK AND TACOS BALANCE WINDOW COMPONENTS (5j8` BOX) 16 050- 00-718 1 SNAP LATCH 3' LONG W/ SPRING 6083 -T5 AT MID WIDTH 17 04600 -010 AS REQD. BULB VINYL W®ORG 18 - _ - - - 19 - - - - - 20 047 - 00-015 AS REQD. PLY SEAL PILE AMESBURY 180X150 OR EQUIV. 21 012 - 00-130 4 MTG. RAIL ASSEMBLY SCREW 610 X 1' PHPH 5045 22 05- 0127 -10 05- 0128 -16 AS REQD. GLAZING COMPOUND TWO -PART GE STRUCTURAL SILICONE SILICONE GE RGS7700 18Y OR 28Y _ WOOD BUCK VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAIL SHIM ®1AMB5 Imo_ Y �V1117 \lit 1V1}}1T'.V l \1 III ©Ij — I-tT lI i 1 \M.,B' ED EM. • • ••• • •• • d • . • • i• or ••••...• TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • • • • • • • • • • • • • • • ••• • • • • • • 1#1 OR 260• • • • • EXTERIOR P DUCT PSVISED 1 .a, :yiaR with tho Pluaida B: i1:a11 Co:: Acapmmc No O6^ Dam •_,IDA MAU L. 6E9NNAR00, P8.` lif leg �apG • id. 05 -TRA -0003 PAK1960AL@- 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1 1 1 ore ® BOTTOM VENT TOP RAIL 1.875 623 1.830 .937 O BOTTOM VENT BOTTOM RAIL 079 FRAME BOTTOM CORNER Ai.. •• ••• • • • •• •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • VENT TOP CORNER VENT BOTTOM CORNER FRANK r 6%9 AR00. P.EN CCM [, eta Ei0Tida Acce+; `:'t, 10 Expiration Q:t© BY a^§ EPA 10! 05 -TRA -0003 PA0680ALE: 0E89101.11247: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • •••• • • • • • • • • • • • • • •• • 0 •• It • • • •• •••• • • • • •••• •••• • • •••• • •• • • • 1. • • • • • • •••• • • •••• • • • • •• • • • • • /c)s--o A/EL F-C2z-K1' 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height 10 0 -155 50.4 +46.5 -51.1 +47.1 -52.4 +48.3 -53.5 +49.4 -54.6 •+50.4 •55.6 +51.3 •�6ft -56.6 +52.2 • • • • 1 57.5 2fSh5 +53.0 -58.3 ••+53.8 -59.1 • S14i +54.5 -59.9 •3i a +552 • 50.6 *36 ft +55.9 16 ft 18 ft 20 ft • • • • 1 p 22 ft 24 ft DESIGN PRESSURES (PSF) - Zone 4 15 20 -492 -48.3 +45.2 +44,4 Tributary Area (Sq Ft) 25 30 35 -47.6 -47.1 -46.6 +43.7 +43.1 +42.7' 40 -46.2 +42.3 45 -45.9 +41.9 50 -45.5 +41.6 -49.8 -49.0 +45.9 +45.0 -48.3 -47.7 47:3 +44.3 +43.7 +43.3 -46.8 +42.9 46,5 +42.5 462' +42.2 - 51.1 -50.2 +47.0 +46.1 -49.5 -48.9 -48.4 +45.4 +44.8 +44,3 -48.0 +43,9 -47.7 +43.6 47.3 +432 38 ft 40 ft 42 ft 44 ft 46 ft 48ft 50 ft 52 ft 54 ft 56 ft 60 ft -61.3 +56.5 -62.0 +57.1 -62.6 +57.7 -632 +58.3 -63.8 +58.8 -64.4 +59.4 -64.9 +59.9 -65.5 +60.4 -68.0 +60.8 56.5 +61.3 -67.5 +822 - 522 -51.3 +48.1 +47.1 -3• • •„I44 +4910e 94/8.1 -54.3 533 +iiib &AP 55'2 -54►2 +50.94 +49.8 1 -55.1 i5 .ii • +4.6 -55.9 • %5.9 +5841.451.3 $ .7 -55.7 1 • f52.0 58 A -57.4 +5347! 59.1 -58.1 tge4 +53.3 -MI6. 658.7 + 0• ,04.0 -60.5 -59.4 +55.6 +54.5 -50.8 -50.0 -49.5 +46.4 +45.8 +45.3 -51.6 - 51.0 -50.5 +47.4• +48.8• +46.3 - 52.60 4Q.0 •51.5 +48.2 9+47.6 9+47.1 53.5• -52.9 •.52.3 +49.t •+4.9 47.9 -54.3 -53.7-53.2 +49.91 "Ail* 9+48.7 -55.4 •44%•53,9 +50.6 • +4 .9 +49.4 55.11 552 •54.7 +51.3 9955.5 +50.1 - 58.91.9:•55.4 +519 X�95�11.g +50.7 -57.3 • -56.6 • -56.1 +52 ±yl a +51.3 -57.9. =57.3 • -56.7 +53.1 +52.5 +51.9 58.8 -57.9 -57.3 +53.7 +53.0 +52,5„ -49.1 +44.9 -50.1 +45.8 -51.0 +46.7 -51.9 +47.5 -52.7 +482 -53.5 +48.9 -542 +49.6 -54.9 +502 -55.6 +50.8 -582 +51.4 -56.8 +52.0 -48.7 +44.5 -49.7 +45.4 -50.6 +48.3 -51.5 +47.1 -52.3 +47.8 -53.1 +48.5 -53.8 +49.2 -54.5 +49.8 -55.1 +50.4 -55.8 +51.0 +51.5 48.4 +442 49.4 +45.1 -50.3 +45.9 -51.1 +46.7 -51.9 +47.4 52.7 +48,1 -53.4 +48.8 -54.1 +49.4 -54.8 +50.0 55.4 +50.6 -58.0 +51,1 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 Tributary Area (Sq Ft) 10 15 20 25 30 35 40 45 50 0 -15ft -622 +46.5 -59.8 -58.0 +452 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 18 ft X3.1 +47.1 - 60.6 -58.8 +45.9 +45.0 -57.5 +44.3 -56.3 +43,7 -55.4 +43,3 -54.6 +42.9 -53.9 +42.5 -532 +422 18 ft -64.6 +48.3 - 62.1 -60.3 +47.0 +48.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44,3 -55.9 +43.9 -552 +43.6 -54.5 +432 205 -66.1 +49,4 - 63.5 -81.6 +48.1 +47.1 -602 +46,4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +442 22 ft 24 ft -67.4 +50.4 -68.7 +51.3 -64.8 -62.9 +49.0 +48.1 - 66.0 -64.1 +49.9 +49.0 -61.4 +47.4 -62.6 +482 -602 +46.8 -61.4 +47.6 -592 +46.3 -60.3 +47.1 -58.4 +45.8 -59.4 +46.7 -57.6 +45.4 -58.7 +46.3 -56.9 +45.1 -58.0 +45.9 26 ft -69.8 +522 -67.1 -65.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 51.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +48.7 28 ft -70.9 +53.0 -88.2 -862 +51.6 +50.8 -64.6 +49,8 -83.4 +492 -62.3 +48,7 .61.4 +482. -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -65.6 +50.6 54.3 +49.9 532 +49.4 -62.3' +48.9' -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 56.5 +51.3 -652 +50.6 -64.1 +50.1 -63.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft -73.9 +55.2 - 71.0 -68.9 +53.7 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +50,2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 -84.7 +50.8 -83.9 +50.4 -83.1 +50,0 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -68.9 +53.1 -69.7 +53.7 -67.6 +52.5 -68.5 +51.9 -65.5 +51.4 -64.8 +51.0 -63.8 +50.6 -68.3 +53.0 -672 +52.5 -682 +52.0 -85.3 +51.5 -84.5 +51.1 -61.1 -60.0 +562 +55.1 -592 -58.5 -57.9 +54.3 +53.8 +53.0 -57.4 -57.0 +52.1 - 56.6;, +51,7': 42 ft -77.3 +57.7 -742 -72.1 +56.2 +55.1 -70.4 +54.3 -89.0 +53.6 -67.9 +53.0 -68.9 +52.5 -66.0 +52.1 -652 +51.7 -61.7 50.6 +56.7 +55.7 -59.7 -59.1 -58.5 +54.8 +54.1 +53.5 -58.0 +53.0 57.5 +52.6 -57.1 +522 44 ft -78.0 +58.3 -75.0 -72.8 +56,7 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -68.6 +52.6 -85.8 +52.2 -62.3 -612 +57.3 +582 -60.3 -59.6 -59.0 +55.3 +54.6 +54.0 :58.5 +53.5 -58.1 +53.1 -57.7 +52.7 -62.8 -61.7 +57.8 +58.7 -80.8 -60.1 -59.6 +55.8 +55.1 '+54.5 -59.0 +54.0 -58.6 +53.6 582 +53.1 - 63.4 -62.2 +58.3 +572 -61.4 -60.7 -60.1 +56.3 +55.6 +55.0 59.5 +54.5 -59.1 +54.0 -58.7 +53.6` -63.9 -62.8 +58.8 +57.6 - 61.9 -812 -60.6 +56.8 +56.1 +55.4 -60.0 +59.9 -59.6 +54,5 -592 +54.0 -64.4 -63.3 +592 +58.1 -62.4 -61.7 51.0 +57.2 +56.5 +55.9 50.5 +55.4 -80.1 +54.9 -59.6 +54.5 -64.9 -83.7 +59.7 +58.5 -62.9 -62.1 51.5 +57.7 +56.9 +56.3 -61.0 +55.8 50.5 +55,3 -60.1 +54,9 -65.8 -64.7 +80.6 +59.4 - 83.8 - 83.0 -62.4 +58.5 +57.8 +57.1 -61.9 +58.6 51.4 +58.1 -61.0 +55.7 TTI en 0 cn REMARKS [NIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +582 -71.8 +55.3 -70.4 +54,6 -692 +54.0 582 +53.5 -67.3 +53.1 -66.5 +52.7 481t -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -6&8 +54.0 -67.9 +53.6 57.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54,5 -68.5 +54.0 -67.6 +53.8 52 ft -80.8 +80.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -89.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 59.3 60 ft -83.3 +62.2 -80.0 -77.7 +60.6 +59.4 75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -7t1 +56.1 -70.3 DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L SEAWARD°, P.E AND SHALL NOT SE REPRODUCED IN WHOLE OR PART WMIOUT WRITTEN CONSENT OF FRANK L SEWARD°, PE. ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY=146 MPH EXPOSURE 'C' BASED ON Kd=41.85 SEE TABLE NOTES • FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSUFtES. WORST CASE' IS DEFINED AS THE CRTRCAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDMONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd.1.0, TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDMON. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TFUBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT 2 3). USE THE AREA BE7WEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHAti_ BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHEFtS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTEFUOR) ZONE. 9. READ OFF POSMVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPAUTY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABIUTY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. FtEFER TO ANY SEPARATELY SUBMITTED TEST CFUTEFUA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE VVITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR 1=1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR K2b=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCM-+/-0.18) ENCLOSED BUILDING ONLY. VEFUFY USE OF Kd=0,85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR 111E INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDMONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I 10 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7-05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 Pii: (954) 354-0660 FAX: (954) 354-0443 WWW.ENGEXP.COM CERT OF ALITH #A38/35 BUILDING CODE CO: PRODUCT CONTROL NOTICE OF A LERMIT Miami 1,jjAp_.5..t-i . Shores Village DATE APPROVED BY ZONING DEPT BLDG DEPT L: 9 ,t) PLIEVCCORDWatilarAtE WITH ALL FEDERAL 'IVISION STATE AND .2 AN ill dULES AND REGULATIONS 1 APR 0 8 ?S1t A� MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 40 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/buftdinacode TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 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: Series "Coastal -240" Aluminum Single Hung Wind i,* LNI.I. APPROVAL DOCUMENT: Drawing No 05-TRA -0003, titled "Coast" -2 o gl Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Be , P b'f si li dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and d:�`10i/08/2 71,y P.E., bearing the Miami -Dade County Product Control Revision stamp with the n'ticelioc #cce expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's n . n6 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 n a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA bntentf an product, for sales, advertising or any other purposes shall automatically terminate t 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 the expiration date may be displayed in advertising literature. If any portion of be done in its entirety. INSPECTION: A copy of this entire iOA shall be providitil to the user by the and shall be available for inspeCtjon at ihejut st of the Building • �' a wge This NOA revises and supersatbt )ITS #•QS ' : I I L ists of this page 1 and evidence pages E -nd E -2 as well as the approval document mentioned abov The submitted documentation was reviewed b J n, P.E. • >:::< • • • • •••• • • • • • • • _ • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • ,; • • • • • • • • • •• •• • • • • • • • • • • • •• •• NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 Page 1 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 05 -TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23 /2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCI :. •. :: • • • 1. Miami Dade BuirditiiCpdg Csatipliance Office (BCCO). •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • ••• • • • • • • • E -1 ••• • • • • • • • •• • ••• • Jaime D. Gascon, P.E. Chief, Product Control Davison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored .Interlayer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTI E+'R 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal -240" Aluminum Single Hung Window — Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. ....• • • • • • •. • • • • • . • • • •• •.. .. • .•.• • ••. • • • • • • • • ... • • • • • • . • • •. • . . • • • • • • • • • • • • E -2 • • • • •• • • • • • • • • • .•. • • • • • • • • • • • • • • •. • • • .• • • • •.• • • Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 /./// 5/16°14 NAL LAM, fo �?y,55S --� JAMB CORNERS mAL AT HEAD /SRL 47 1/B' D.LO. (VENT) 50 1/4' VENT WIDTH 53W MAX. WINDOW WIDTH TYPICAL ELEVATION 1/B' ANN. GLASS 090 INTERLAYER SAFLEX PVB 1/8' ANN. GLASS SILICONE DOW COMING 1199 OR GE STRUCTURAL. I � SILICONE (GE RG57700) ■ IL. i ta MAX AT JAMBS 5' MAX (TYP AT MTG RAIL) SEE JAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAIL LOCATION SEE JAMB ANCHOR SOLED FOR NO. OF ANCHORS PER JAMB JAMB CORNERS S LANCHOR LOCATIONS TYPICAL BOTH SIDES 1/8' ANN. GLASS .090 INTERLAYER SANE( NB 1/8' ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRIJCIURAL SILICONE (GE RGS7700) 19 1/8" 26 1/2" 37" 53 1/8" 26" 4 2 4 2 4 2 4 2 19 1/8" 26 1/2" 37" 53 1 /8" 38 -3/8° 6 2 6 2 6 2 8 3 19 1/8" 26 1/2" 37" 53 1/8" 50 -5/8' 8 2 8 2 8 2 7 3 19 1/8" 26 1/2" 37" 53 1/8" 57" 8 2 8 2 8 2 9 3 19 1/0" 26 1/2" 37" 53 1/9" 63' 8 2 8 8 2 10 4 19 1/8" 26 1/.?" 37' 53 1/4" 74 -1/4° 10 2 10 2 10 2 10 4 C) 'TOTAL' INDICATES TOTAL NUMBER OF 1 ANCHORS AT EACH JAMB (INCLUDES "MTG RAIL" ANCHORS). 8' MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. 8 °MTG RAIL' INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) 5/16' OVERALL LAM. ANN. GLASS 5/16' OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDIAN' LAMINATED BY 1194PGLASS GLAZING OPTIONS TYPICAL ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. • • • 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, OCCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G =0.55 OR GREATER SPECIFIC GRAVITY), PSI). BL (MIN 1500 psl COMPRESSIVE STRENGTH FOR GROUT) OR CONCRETE (� 3000 PSI). 4. SEI EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS A110 SPACING. 5. ENSURE MINIMUM OF 2- 1/p2''�EDGE DISTANCE FOR ALL ANCHORS INTO GROUT - FILLED BL (MIN 1500 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: EDGE DISTANCE R ALL WOOD ANCHORS. GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 30B-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS 60713.01 -99 BY AMERICAN TEST LAB (ATL), 62363 BY FENESTRATION TESTING LABORATORY (FTL) AND 61188 -06 BY FARABAUGH ENGINEERING & TESTING, INC (FET). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN LS GENERIC AND DOES NOT PROVIDE INFORMATION m FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS ° .~1Oi DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE m SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. a 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE DUSTING STRUCTURE TO • • • • WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (8Y OTHFj(LS) SHAW. BE ANCHO PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUC URN• • • 7. PANELS GLAZED WITH 5/16° LAMINATED GLASS (BY 'GUARDIAN' OR'j7MPGLASS) A! LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SH 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTUtEl `R /WCff1CATIgLy • • AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL EXCLUDES STUCCO OR WALL DRESSING. • 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED.% gitTED. • •••• a • • • • • LARGE MISSILE IMPACT RESLSTANAYi1DOWS SHUTTERS NOT REQUI iD • • •• •• • •• • • • • • • • TO 2x WOOD BUCK OR WOOD STRUCTURE 614 WOOD SCREW OR 1/4' TAPCONS (ITW OR ELCO) WITH 1-1/2" MINIMUM EMBEDMENT. TO CONC (PIN 3000 PSI) OR GROUT -FILLED BL (MIN 1500 PSI) (DIRECTLY OR THRU Ix OR 2x WOOD BUCK) 1/4' TAPCONS (ITN OR ELCO) WITH 1 -3/4' MINIMUM EMBEDMENT TO CONC (MIN 3000 PSI) OR GROUT - FILLED BLOCK (MIN 1500 PSI). SEALANTS: FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. •• • • • • •• • • • • •••• • •••• P ODUCT REVISED A; complying With the Florida L6VIror8 Cow Aoaps callo•6-N 21., ExP ":44 _ IY)L_• 3 Pam DID \11 ••• • • ••• •••• 1222d �dd� • • • •••• • 05 -TRA -0003 PAGE•CALe • DESCRTTIOAt 3 1 1 1 1 8 050 - 00-569 4/ LITE GLASS STOP 6063 -T6 - 9 012 - 00-835 AS REQD. FRAM9 ASSEMBLY SCREW 58 X 1' PHPH 5145 10 012 -00 -835 AS REQD. VENT ASSEMBLY SCREW 58 X I' PHPH 5145 11 046-00 -098 AS REQD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X .190 12 046- 16-102 12 SETTING BLOCK .10' X .30' X 1 -5/8' LONG 5' FROM ENDS & AT MOISPAN 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 14 007- 10-016 2 SWEEP LOCI( (AT 6-3/4' FROM ENDS) ZINC CAST MAREOLL0 INT. 15 046- 16.030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5/8' BO)C) 16 050-00-718 1 SNAP LATCH 3' LONG W/ SPRING 6063 45 AT MID WIDTH 17 046. 00-010 AS REQD. BULB VINYL WIBORG 18 - - - - - 19 - - - - - 20 047 - 00-015 AS READ. FIN SEAL PILE AMESBURY 180X150 OR EQUIV. 21 012- 00-130 4 MTG. RAIL ASSEMBLY SCREW 510 X 1' PHPH 5145 22 05- 0127 -10 05- 0128 -16 AS REQD. GLAZING COMPOUND TWO -PART GE STRUCTURAL S0.ICONE SILICONE GE 0597700 • • — IBY OR 25Y WOOD BUCK • • • TYPICALANQIM • 560 ELEV. FOR 5PACFNG 1/4' MAIL • SHIM e• 19•41S• • • • VENT WIDTH D.L OPG. Iu-=) ,„„„‘„,„,„.„0,,,,,,,.(11071 il r [...'. SCREEN OPT. L O 0 0 DL OPG. WINDOW WIDTH 0 • • •• •• • I'M -r El EXTERIOR •••4 •••1 • •••• • •••• • •••• 1 ,. •• • • • • •• ••E §4 §. • •gsgg_ • •••• • •••• FS^.DUCT• PE..VISED Winds ct LioicAyc+8 FAIII Accepunce No 06, EiiLeOcn Dias tvfiami Division OtritE 1••• • 1 4 1 2 2 2 d 2 d ■ • 1 • .• • • 05-TRA-0003 PA8080ALTe- DESCM'RON: i FRAME BOTTOM CORNER aI. VENT TOP CORNER • • • VENT BOTTOM CORNER • • • • • • • .. • Bnfli;n: C'4:iJ AOLVF.t,ZI,A0 EXPtmPioa U By • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • Mg!,." • g§5 • • 111 ....ba ea- Division dd si •.••• • • •••• • • i • • • •••• ••••. 1 a. O5-TRA -0003 PACO SCALE. - BUILDING CODE CO PRODUCT CONTROL D LE R .11T . 0 -fit Miami Shores Village APPROVED BY DATE ZONING DEPT ■ BLDG DEPT /' a fi . :v IItiL ulaet(eQBMCE WITH ALL FEDERAL ATETAND CLUN IY RULES AND REGULATIONS NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: lit APR 0 8 2010 i I BY: .. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode 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: Series "Coastal -240" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 05 -TRA -0003, titled "Coastal -240 Single Hung Window J arge Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bernardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, 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 Resistant 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 materials, use, and/or manufacture of the product or process. Misuse of this NO product, for sales, advertising or any other purposes shall automatically termin with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -D the expiration date may be displayed in advertising literature. If any portion be done in its entirety. • '. it INSPECTION• A copy of this entire NOA OM be Provided to the erby th =j. �g a r its butors and shall be available for inspection at the job,site 3h4 rvitesto ' ding Official. This NOA revises and supersedes NOA # 0.5•0934.03% 41 i . � . age 1 and evidence pages E-1 and E -2 as well as the approval document mentioned above. The submitted documentation was reviewed by Jaim ge in the y comply f P owed by n it shall NOA No 06- 1121.14 • , • Expiration Date: March 17, 2013 Approval Date: November 22, 2007 Page 1 ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .• .. • • • .. .. 000 • • • 0.. • • TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 05 -TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bernardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23/2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 same D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01 /08 /2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex 17IG Clear or colored . Interlayer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butaciate® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09 /02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTHER 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal -240" Aluminum Single Hung Window — Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 E -2 .....y. S .L. 8" MAX AT JAMBS 9° MAX. VT HEAD /SILL 17 1/8° A. (VENT) 50 1/4" IT WIDTH 1/4" MAX. )OW WIDTH ELEVATION L GLASS ERLAYER SAFLEX PVB . GLASS [CONE N CORNING 1199 GE STRUCTURAL !CONE (GE RGS7700) 6W MAX FROM CORNERS AND BALANCE @ 9" MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION. 6" MAX AT JAMB CORNERS 5" MAX (7YP AT MTG RAIL) SEE JAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAIL LOCATION SEE JAMB ANCHOR SCHED FOR NO. OF ANCHORS PER JAMB 6%/4" MAX AT JAMB CORNERS LANCHOR LOCATIONS TYPICAL BOTH SIDES 1/8° ANN. GLASS .090 INTERLAYER SAFLEX PVB WINDOW DIMS. NUM OF ANCHORS WIDTH HEIGHT TOTAL() li MTG i RAIL ® 1 19 1/8" 26 1/2" 37" 53 1/8" 26 " 4 2 4 2 4 2 4 2 19 1/8" 26 1/2" 37" 53 1/8" 38 -3/8" 6 2 6 2 6 2 8 3 19 1/8" 26 1/2" 37" 53 1/8" 50 -5/8" 8 2 8 2 8 2 7 3 19 1/8" 26 1/2" 37" 53 1 /8" 57" 8 2 8 2 8 2 9 3 19 1/8" 26 1/2" 37" 53 1/9" 63" 63 8 2 8 2 8 2 10 4 19 1/8" 26 1/ 1" 37" 53 1/4" 74 -1/4" 10 2 10 2 10 2 10 4 QQ "TOTAL" INDICATES TOTAL NUMBER OF ANCHORS AT EACH JAMB (INCLUDES "MTG RAIL" ANCHORS). 8" MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. 1/8" ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RGS7700) Q "MTG RAIL" INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) +62 / -62 PSF GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND T WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURR: MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTI 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USE THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEE\ ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED Ft SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC E WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI - PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TE *0713.01 -99 BY AMERICAN TEST LAB (All..), #2363 BY FENESTRA LABORATORY (FTL) AND #T188 -06 BY FARABAUGH ENGINEERING MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNT STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PI FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM T DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCH: SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THI: 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTI WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. PANELS GLAZED WITH 5/16" LAMINATED GLASS (BY 'GUARDIA LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPAC 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURE AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE STUCCO OR WALL DRESSING. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED 0 LARGE MISSILE IMPACT RESISTANT 1A SHUTTERS NOT REQUIRED TYPICAL ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G =0.55 OR GREATER SPECIFIC GRAVITY), GROUT - FILLED BLOCK (MIN 1500 psi COMPRESSIVE STRENGTH FOR GROUT) OR CONCRETE (MIN 3000 PSI). 4. SEE. EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 2 -1/2" EDGE DISTANCE FOR ALL ANCHORS INTO GROUT -FILLED BLOCK (MIN 15 PSI) OR CONCRETE (MIN 3000 PSI), AND MINIMUM OF 1 -1/2" EDGE DISTANCE FOR ALL WOOD ANCHORS. 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: TO 2x WOOD BUCK OR WOOD STRUCTURE #14 WOOD SCREW OR 1/4" TAPCONS (ITW OR ELCO) WITH 1 -1/2" MINIMUM EMBEDMENT. TO CONC (MIN 3000 PSI) OR GROUT - FILLED BLOCK (MIN 1500 PSI) (DIRECTLY OR THRU lx OR 2x WOOD RUC[tl 1/4" ' e1D T D.L.OPG. I VENT HEIGHT a v.+J. -VU'J O J. V0191 DUI 1UPI bUb3 -Tb - 6 050-00 -570 2 VENT SIDE 6063 -T6. - 7 051- 00-573 1 FIXED MEETING RAIL 6063 -T6 - ,. 8 050 -00 -569 4/ LITE GLASS STOP 6063 -T6 - 9 012 -00 -835 AS REQD. FRAME ASSEMBLY SCREW #8 X 1° PHPH SN 10 012 -00 -835 AS REQD. VENT ASSEMBLY SCREW *8 X 1" PHPH SN 11 046 -00 -098 AS REQD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q -LOI 12 046 -16 -102 12 SETTING BLOCK .10" X .30" X 1 -5/8" LONG 5° FROM ENDS & 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 14 007 -10 -016 2 SWEEP LOCK (AT 6-3/4" FROM ENDS) ZINC CAST MARBOLLO INT. 15 046- 16-030 2 BLOCK AND TACKLE BALANCE WINDOW COMPC 16 050 -00 -718 1 SNAP LATCH 3" LONG W/ SPRING 6063 -T5 AT MID WIDTH 17 046 -00 -010 AS REQD. BULB VINYL WIBORG 18 - - - - - 19 - - - - - 20 047 - 00-015 AS READ. FIN SEAL PILE AMESBURY 180X1 21 012 -00 -130 4 MTG. RAIL ASSEMBLY SCREW #10 X 1" PHPH 5 22 05-0127-10 05- 0128 -16 AS REQD. GLAZING COMPOUND TWO -PART GE STRUCTURAL SILICONE SILICONE GE RGS7700 TYPICAL ANCHO SEE ELEV. FOR SPACIN( 1/4" MAX. SHIM @ IAMB'. 1BY OR 2BY _ WOOD BUCK WINDOW WIDTH EXTERIOR O GLASS STOP 1_1.2501{ FT- L750 2.625 1 2.374 1.281 Q FRAME JAMB FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER VENT BOTTOM CORNER