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WS-10-834Protect Address 920 NE 100 Street Miami Shores, FL 33138- 1132060340210 Block: Lot: MICHAEL AND KATHLEEN ROTI Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Expiration: 11/2412010 Parcel Number Phone MICHAEL AND KATHLEEN ROTUNDO 920 NE 100 Street MIAMI SHORES FL 33138 -2513 Contractor(s) B M OF SOUTH FLORIDA LLC (786)256 -3058 Phone Cell Phone Type of Work: WINDOWS No of Openings: 4 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $140.00 $12.00 $5.60 $163.20 Pay Date Pay T se Amt Paid Amt Due Invoice # WS -5 -10 -37871 02/23/2010 Credit Card $ 163.20 $ 0.00 Applicant Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 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. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 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. Futhemiore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 28, 2010 Date Cell May 28, 2010 1 RECEIPT PERMIT #: ��/' /�'b DATE: 5 f v 1, ibe Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) /4// 7�0.T Address: 6 //Sr / 7 sr From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to Conti , - permitting process. PERMIT CLERK INITIAL -7/'� Acknowledged by: RESUBMITTED DATE: 6 l2� 2 n t `� PERMIT CLERK INITIAL: M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -282 Job Name: April 28, 2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) A letter was submitted to reduce the scope of work from an addition to a window change out permit. Please provide a letter requesting to cancel the existing permit and submit an application and plans for the new windows. The village will credit the fees from the original perm.it_to thenew permit. If you have any questions please do not hesityate to call me. orman Bruhn 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 3052235645 BUILDING PERMIT. APPLICATION FBC 2O 7 City YVtt.4 1 a b Ete.4.171 state -L Architect/Engineer's Name (if applicable) •********'** i"k***r,w Ihle*****************Fe kinb********* nfiht*+* Submittal Fee $ Permit Fee $ � � / l CCF $ �(fl Notary $ Scanning $ '(Jl J Double Fee $ Structural Review. $ 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 02:48:19 p.m. 04 -27 -2010 Training/Education Fee I ' 40 Technology Fee $ Radon $ DPBR $ Bond $ Viola + . date: 2 /3 4N( :. 1 2010 Permit No. V IS I V l Y34 . Master Permit No. Permit Type; BUILDING ROOFING Owner's Name (Fee Simple Titleholder) - t fitathtO O Phone # 7 3 7k. t Owner's Address q2p. .) ST Zip a3(3c� Tenant/Lessee Name Phone # Email Job Address (where the work is being done) q z,z, A) O6'+ S I City Miami Shores Village County Miami Dade FOLIO / PARCEL # Is Building Historically Designated YES NO X Flood Zone � Contractor's Company Name r i t3C cS0001 i tt7A Phone Fr(o a 305 Contractor's Address (eS1( S ut 2Z 5* City AucoMt PI-- \ state �- Zip 3 3 ( Qualifier Name )t ef4 kl�+ �� Phone# 7S-to U7 3 m& State Certificate or Reg No. £ L A F 2.2-5 Certificate of Competency No. Contact Phone E -mail j 6 - Pia /L. c., 0 CC- a vs 1— CM 6 v•-• Phone # qSl qt. 5333 Zip Value of Work For this Permit $ ? o O41 ` Square / Linear Footage Of Work; Type of Work: DAddition n ❑Alteration DNew Repair/Replace ❑ Demolition Describe Work: tAS Uft tiJu'�t4J ts=q t o cis On itca pr � Total Fee Now Due $ CO /CC $ 5 -(o 1103• See Reverse side -, k a -G4t. ailit3p 04.50 — )(a-a c6Amil rc, � 4� 3052235645 02:48:49 p.m. 04 -27 -2010 3 /3 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 CONDmONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert(fled copy of the recorded notice of commencement must be posted at the job site for the first inspection wliccr occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be y, ed and a reinspectton fee will be charged 1 - Signature / Signature Sign: Print My Commission MY COMMISSION # OD 904939 EXPIRES: August 30, 2013 ,el Bonded Thru Notary Public Underwriters ? n 1 (Revised 07 /10/07)(Revised 06/102009) Owner or Agent Contractor The foregoing instrument was acknowledged before me this The forego' : '' ; ant was acknowledged before me this day of 77 , 20/L, by , 7,t *.i /7' , 4?2 > 4.0n , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC:,_ NOTARY PUBLIC: as identification and who did take an oath. **********s t tr t rt„ttk, ***** r*,e icy r ******* artri,ci,*a,cx*clan,is+a,►,►,►,a n tik**** * *mr,r.r***, ** . & kJ.k,wr,rrr*ri,trr.+r APPROVED BY j J ' t ^ Plans Examiner Zoning Engineer Clerk checked MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 605379 -7 BU I NEBSN F M SOUTH FL ORIDA LLC 116 NW 84 AVE 33016 MIAMI LAKES OWNER OF SOUTH FLORIDA LLC Sect e gg t i BUILDING CONTRACTOR THIS 1$ '. ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY ZONING LAWS OF THE COUNTY OR cmES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUAUFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 10/15/2009 09010006001 000049.50 SEE OTHER SIDE 2009 LOCAL BUSINESS TAX RECEIPT 2010 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2010 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY RENEWAL STATE RECEIPT 631509 -7 WORKER /S 1 DO NOT FORWARD B M OF SOUTH FLORIDA LLC NOTIFY SENDER OF N W 2k �a' 3 `� (: :DM OF SOUTH FLORIDA 6511 S CAI 22ND ST MIAMI FL :33:55.5- 1919 MC: 3 0155101911 I 1l i * 0 9 0 t5 - 0 :ac {{ 9 e.7' 1 — b=� ( 99 ... ,;... 119Ii IfI alZli!!aI}11111IIi IFIIaIIlI�l II It II II I III19t PI FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 :'3 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 DEFURIA, JOSEPH B M OF SOUTH FLORIDA LLC 16339 NW 84TH AVE MIAMI LAKES FL 33016 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487-1395 SOD INDICATED. NOTWm4sTANDING I THIS CERTIFICATE MAY BE ISSUED S, EXCLUSIONS AND CONDITIONS OI OF SUCH 4 LIMITS L. — _ EACH OCCURRENCE DAMAGE TO RENTT PREIVII@E5 (Ea o noo) MED PXP (My win parson) PERSONAL ILAOVINJURY GENERAL AGGREGATE PRODUCTS . COMP/OP AGG COMBINED SINGLE LIMIT (La avai {I) BODILY INJURY (Par wean) BODILY INJURY (Par aoaIdant) PROPERTY DAMAGE _Par accident) AUTO ONLY • EA ACCIDENT OTMER THAN EA AGO AUTO ONLY: AGG EACH OCCURRENCE AGGREGATE E.L EACH ACCIDENT $1,010,009,00 E,L, DISEASE - EA EMPLOYEE $1 ,0 00,000,00 5.L. DISEASE - POUBY LIMIT $1 .000,000.00 SIGNS PRODU6E:R AI1M110e insurance Ser+/ a as 515 N. SaMetan Blvd. Orlando, FL 32807 Phone (407)2811141 Fax (407)281.8386 INSuRECI BM of South Florida, LLC 16338 NW 84th Ave Hialeah, FI, FL 33016 COVERAGES THE POUCIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PE ANY REQUIRE4ENT, TERM OR COMMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHIC MAY PERTAIN, THe INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN Is SUBJECT TO ALL THE TERt POLICIES. AGGREGATE LIMITS $MOyWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE GENERAL UASILITY © COMMERCIAL GENERAL UABILrTY 00 CLAIMS MADE 0 OCCUR 0 ❑ . .. GEN'L AGGREGATE LIMIT APPLES PER: ❑ POUCY © PROJECT ■ t.00 AUTOMOBILE LIABILITY ❑ ANY AUTO 0 ALL OWNED AUTOS U SCHEDULED AUTOS © HIRED AU7Cs o NON OWNED AUTOS ❑ GARAGE LIABILITY O ANY AUTO Q EXCESS 1 UMERELLA LABILITY Q OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE O RETENTION $ WORKER€ 00MISOf ATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR / PARTNER 1 EXECUTIV5 OI I9G5R / MEMBER EXCLUDED? rl PROV (Mandatary in NH) watder' SPECIAL. PROVISIONS balms O R DESORPTION OP QPERATION$ LOCATIONS / VEHICLE$! EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVI CERTIFICATE HOLDER MIAMI SHARES VILLAGE 10050 NORTHEAST 2ND AVENUE MIAMI SHORES FLORIDA 33138 305 5554140 ACORD 26 12009101) OF ZO /TO 3Jvd CERTIFICATE OF LIABILITY INSURANCE 3ONVITIV DATE ( M9iD1t UYY /10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NQ RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE GQVERACF AFFORQEGJV me PQUCIIE BEI. _INSURERS AFFORDING COVERAGE NAIL INs}IRER A: SUA Ins Co INSURER B: IN$LIFER C; INSURER 0: INSURER E CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUF BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, TH8 ISSUING INSURER WILL ENDEAVOR TO WWUL DAYS WRITTEN NO'NCS TO THE CERTIFICATE HOLDER NAMED TO TWIT LBFr, BUT FAILURE 70 no so sHALL IMPOSER* OBLIGATION OR LABILITY OF ANY KIND UPON sou ITS N. S4YS OR REPRESENTATIVES. CUM-200S ACORD CORPORATION. AN rights reserved. The ACORD name and Iwo are registered marks of ACORD EgE8t8Zl0V Et' :Ot OtOZ /EZ /Z0 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD? !MD ID TYPE OF INSURANCE NUMBER POLICY EFFECTIVE DATE(MM/DD/YY) POLICY EXPIRATION DATE(MM/DD/YY) LIMITS A INSURER B: GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 10 -0037 02/22/10 02/22/11 EACH OCCURRENCE $ 1,000,000 PREM SES RENTED occurence) $ 50 , 000 CLAIMS MADE I X I OCCUR MED EXP (Any one person) $ 1 , 000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2 , 000 , 000 GEN'L AGGREGATE LIMIT APPLIES POLICY T7 JEC 1--- PER LOC PRODUCTS - COMP /OP AGG $ 1,000,000 AUTOMOBILE _ — LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNEDAUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Peraccident) $ PROPERTY DAMAGE ( Peraccident) $ GARAGE LIABILITY ANYAUTO AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY OCCUR I CLAIMS WADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ WORKERSCOMPENSATIONAND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFlCERIMEMBER EXCLUDED? Ryes, describeunder SPECIAL PROVISIONS below WCSTATU- TORYLIMI OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS GENERAL CONTRACTOR ACORD., C ERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 2/22/2010 PRODUCER A &D ALL =LINES INSURANCE ASSOC INC 8249 NW 36th St #218 Miami, FL 33166 (305) 463 - 6781 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED BM OF SOUTH FLORIDA, LLC. 6511 S .W. 22 ST. MIAMI, FL 33155 1 INSURER A ACCIDENT INSURANCE CO . INSURER B: INSURER C: INSURER D: INSURER E: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVE. MIAMI SHORES, FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL '' • E OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REP . TIVES. A OR'. • PRESENTATIVE COVERAGES CERTIFICATE HOLDER ACORD 25(2001/08) CANCELLATION © ACORD CORPORATION 1988 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 Rulerand 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., 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 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 and shall be available for inspection at theyoo site att4 %he ,t ilaluilding Official. This NOA renews NOA # 05- 1129.11 and consists of this page 2 arctegidOlge pages E -1 and E-2, as well as approval document mentioned above. • • ••• • • • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • •. . . • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •. • • • ••• • • • ••• MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildingcode • • ••. • .• • • • • • • • NOA No. 08-0117.11 • Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 • • • • • •. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS I. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted wider NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and instaliationdiagram of two outswing aluminum casement windows, prepared by Fethstratj n;Fgstjng ljoi tory, Test R + No. FTL 3587 dated 10/8/02, signed and.*aled by10 •hX au„P.E. (Submitted wader NOA# 03-0611.02) • ••• • ••• • • Manuel Pe • • • • • • • • i • i *oduct Control .: % m " r • • " ' NOANo.0: .11 ▪ "Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E«•l • • • ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER • • • 1. Notice of Acceptance No. 05- 1129.1'l% to 12G.1' iiiduslies for th =' es C -740 Aluminum Casement Window — L.M.I., approved . 6 X106, ex /22/08. • ••• • • ••• . • Manuel P�-.' P.E. • • • • • • : • : • $roduct Contro !j finer • • • • • •'. '. • • NOA No. k 17.11 • • • • Expiration Date: May 22, 2013 Approval Date: May 15, 2008 .• ••• • • • • • •• Eat • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • •••• • • • • •••• • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • •• • • • • • • ••• • • • • •••• • • •••• NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LATE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. 0 x 0 X CONFIGURATIONS OPTIONS x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 X UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16" 1.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, X0, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. • • E FOR "XX" CONFIGURATIONS SEE SHEET 6. • F ?FOR 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. ▪ G: FOR 144 "XOX" &'XO" OR "OX" CONFIGURATIONS SEE SHEET 8. • • • ii, FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. • 14.ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR • ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4° FROM CORNERS • w , MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES • (2) ANCHORS 3 APART AT MID -SPAN ON FIXED LITE ONLY • IAMBS: MAX. 4" FROM CORNERS • • • MAX. 13" SPACING • • (2) ANCHORS.3" APART AT MID -SPAN j SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHAWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. Al. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. •••• PRODUCT 8811f ATD m cQ1071J +n c$1p,he M.sd I An paw. plrae t 1 /2,(/05 ,ax Flt Ma ay. FX OOP 3/23/03 Wb 7/10103 : 8 aegskms' ADD 13/18'!.0.8 MOVE GLAZING DETAILS TO SHEET NO CHANGE ni19 SHEET Rare469 S �era�ac FK 8/23/05 D ADD 78 11T GLASS TYPES FAND G. REVISE ANCHORAGE. &sonar nac aamm 0 0. F.K. 12/17/02 1070 TECHY0LOGYDRNE NOKOMI$ FL 94275 P.O. 8051529 Pidr Visibly Better ALwrOaro NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT see aatr affi 04-740 ! NTS J 1 " 13 7045-8 Luxes A. Turner, P.8. P8058201 Mechanical •••• • • • • •••• • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• • • • • • • ••• • • • • •••• • • •• • ® 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • • ,• •• • 1•••• 1••• 1•••• • •• • • • 3/16" ANNEALED OR HEAT STRENGTHENED •• GLASS • • I • 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL .090 PVB INTERLAYER I- 1/8" HEAT STRENGTHENED GLASS O 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8° HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16° I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRou+ • € Neva 1 B. F.K Itend ar F.K 325/03 Mir 7/10(03 0 Revisiane C psis 023/08 X 5/03 Chsekatt REDRAW GLAZING O5TAS.S 8 ADD 1$115 LO. NO CHANGE THIS SHEET ADD 13/16• LAW L.G. W/7/161A618 CORRECT 5110' LAMI DETAIL mar 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. SOX 1528 NOKOMIS, FL 34274 PGT V;stbty Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT smingroam: sac CA-745 NTS I 2 " 13 r "4"' 704 11 Lucas A Turret, P.E_ P5 055201 Mechanical I / /Z! /oC y: / X \\ \ / > >y ° ____L!( -r /\ xl\ J • • • • • • • • • • • •••• • • • •••• • •. • • • • • • •• • • • • • •• • • • • • • • • •• • •• • • • • • • • •• • • • • • • •• • • • • • CENTERLINE 1 1/2" ANCHOR LOCATIONS • SEE • NOTE 4) • • • • • • •••• • • • SEE MID -SPAN • ANCHOR DETAIL TYP. (2) ••• • ••• •••• • •••• •• • • • MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 4" MAX 4" MAX. 13° MAX. O.C. ANCHOR )CATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX DAYLIGHT -] OPENING 37" MAX VENT TYP. 4" MAX ANCHOR LOCATION TYP. . 7 " � W MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING ./"Th 13" MAX O.C.' 60" MAX. FIXED 4° MAX. DENOTES HINGE 74" MAX. WIDTH LOCATION HEAD 30" MAX. SILL OF °X" " PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) ELEVATION "A" - • "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 141/2" MAX. O.C. TYP. 13" MAX. O.C. f 4" MAX. 4" MAX. J l 30" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING ELEVATION'S' - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX HEIGHT I— 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 89° MAX DAYLIGHT OPENING 76" MAX HEIGHT PRODUCT aeeomgbk"with the Mei& . 8alQlx; Cla Aeera V7. 0 ; -, r. S7_C 1 2 , eitssfatol 3 parr F.K. tam er F.K CHANGE SHEET NO. REFERENCES ADD HAVE LOCATION DETAILS Nord et F.K Etx F.1C r» MAW mn 7/10/03 12117/02 a a Rtnisbar D CHANGE MAX HT. TO 727' AND MAX. DLO TO S8' Lets 1070 TECHNOLOGY DRIVE NO WMFS, FL 34275 PO. BOX 1520 NOKOMIS, FL 34270 EIGT vatei eBerter XX & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SiminAbeht NTS I 3 m 13 r 7045-8 • AZ. D L,,aa A. Turner, P.E. PE 558201 14h ohanical • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • ••• • • • • •••• • • • . •• • • HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL • • HINGE LOCATION DETAIL • • • • • •• •• • • • •••• ••• ••• •••• • ' •••• •• • • • 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX o.c. 13" O.C. MAX. 4" I — 141/2" 4" MAX. MAX. O.C. ELEVATION °D" - "X" (SEE SHEET 5 FOR PRESSURES) f 3r MAX. WIDTH 30" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 97" MAX. WIDTH 76" MAX. HEIGHT 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING / SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 69" MA DAYLIGHT OPENING 76" HEI 4" MAX. I 4° MAX. 37" MAX. VENT 60° MAX. FIXED 13" MAX. o.c. 4" MAX. 4" T 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1 -•-- -- - MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION °F" - "X0" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT aseomplyls8 with tlre gulag ems Br FNC a:f eder Fit Read Sr F F.IC Oshr 325113 0 fte: 023105 7/10/03 X7/02 C MOMS Ofecled CHANGE SHEET NO. REFERENCES ADD HINGE DZTAIL 8 HINGE LOCATION NOTES CHANGE MAX HT. TO 76' AND MAX DLO TO sir tme 1070 TECHNOLOGY DRAT NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMRS, FL 90274 V 1Bertcr osceptom "X° "O , "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 04-740 NTS 440.4•, 4 " 13 7045-8 D Laws A. Tama. P.E. PE *58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8"HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEC POS NEC) POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEE) POS NEG POS NEC POS NEG POS 191!8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -89.6 70.0 -88.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 281/2 A -90.0 70.0 -90.0 70.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 •72.4 70.0 -69.9 69.9 -67.8 67.8 - 86.2 66.2 -65.0 65.0 -63.7 63.7 B,E - 90.0 70.0 ` 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 -90.0 70.0 -90.0 70.0 -87.4 700 -77.6 70.0 - 68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 ' 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.8 - 43.9 43.9 -42.2 422 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 - 60.4 70.0 80.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -422 70.0 42.2 -75.0 -39.7 70.0 39.7 Q!!• � � a. 1Grx B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ,v.4,•; • - - • I TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 : • GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) • - ALL `X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 • 1 PRODUCT DENEWDD i°" w:&ate V Watt* Cade Aeceplaase Na !t; a u ., ■ TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 I 1640 • GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/18 "HS) F.13/18" LAMI (1 /8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/18"HS) :• - -- ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 • • NOTES: A X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. . © 7 W165 Lucea A Tumor, PE PE #58201 Mechanical F.K 3126/09 ADD GLASS TYPE w TABLES 1 a 4 9070 TECHNOLOOY DRNE Fl s P.O. BOX I529 NOKO .WS FL 34274 PRESSURES- X CONFIG. WINDOWS xtir ALUMINUM CASEMENT WINDOW, IMPACT ms F.K Oats + NO CHANGE DOS SHEET Ronal* F.K Oats 0030 7/4 023005 L REVISE ANCHORS B ADD 76' HEIGHT OPTION O�ey: Fit. Data : 12/17/02 �: 1 �� s CA•740 NT$ 5 " 13 aaa"�m I 7045-8 a"r. D •••• • • • • •••• • • • • • • • • • • • • • • •• • • • • • •• • •••• • • • • • • • • • • • • •• • • • • • • ••• • • • • •••• • • •••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • •• COMPARATIVE ANALYSIS TABLE 3. "XX" WIDTH 37 A 43 A 48 A 53 1/8 A 57 A 60 A 64 A 68 A 72 A 74 A ••• • M"m bake 82305 12/17/02 HEIGHT 26 NEG -76.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 Checked 132. POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 REVISE ANCHORS 8 ADD TABLES 76°HEGHT OPTION Mb: GLAZING OPTION: A. 5/16" LAMI (1/8 A,.090,1 /8 "HS) 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 48 NEG -75.0 - 75.0 -75.0 -75.0 -74.4 .-68.4 -61.8 -57.5 -54.3 -52.8 1070 TECNNCLOGYDRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 POS 70.0 70.0 70.0 70.0 70.0 68.4 81.8 57.5 54.3 52.8 'XX" WINDOWS TEST REPORTS: FTL -3582 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 89.6 83.9 58.9 54.9 51.1 49.9 , Visibly Better r_ 54 NEG -75.0 -75.0 -75.0 -75.0 -85.2 -60.0 -56.1 -51.8 -47.9 -48.4 POS 70.0 70.0 70.0 70.0 85.2 60.0 56.1 51.8 47.9 46.4 57 NEC -75.0 -75.0 -75.0 -72.1 -83.0 -58.5 -53.8 -48.6 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 60 NEG -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 - 50.4 -45.2 -42.2 _ -41.1 POS 70.0 70.0 70.0 89.5 60.8 58.2 50.4 45.2 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 POS 70.0 70.0 70.0 67.6 58.0 53.4 47.7 42A 39.7 38.6 TQ @LE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 • ▪ GLAZING OPTIONS: B. 5/16" LAMI (118"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/18" LAMI -W/ 1 /8"HS,.090,1/8"HS) • ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 • TAgi,E 6. "XX" WINDOWS TEST REPORT: FTL -3580 1,••• GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) 1 •• ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 • • •• GLAZING OPTIONS: C. 7/16" IAN (3/16"A,.090,3/ WINDOWS � 4807, FTL 4608 HS) F.13/16" LAMI (1/8"A,AIR SPACE ,7/16" LAMI -W/ 3/16"A,.090,311) •• ALL "XX "SIZES UPTO74 " WIDE x76" HIGH -55.0 55.0 ® • • PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT s CA -740 NTS 16 m 13 Damkg • 59. 7045-8 D X X itiViSSO the Rodin es complying eft the DM& �.....:� Dab PXx4%4 rz ( 7 ;2- 1 ,4c .- Lucas A. Tuner, P.E. PE 966201 Mechanical •• •• • • • • •••• • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • •• • • • • • • ••• • • • • •••• • • • • • • • • • • • 98 COMPARATIVE ANALYSIS TABLE 6. GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,118"HS) B. 5/18' LAW (1/8'HS,.090,1/8"HS) C. 7/18" LAMI (3/16"A,.090,3/16"HS) E. 13/18" LAMI (1/8'HS,3/8" SPACE,5116" LAMI -W/ 1/8"HS,.090,1/8"HS) F.13/16" LAMI (1/8 "AAIR SPACE. ? /16" LAMI -W/ 3/18"A,.090,3/18%4S) HEIGHT WIDTHS 6012 101 "XOX' NEG 38 72 37 74 3912 79 42 84 45 90 531/8 108 3/8 4 108 • • • 55 12f 111 • • • • 6! • 114 •••• • 5t 1 117 ••• • ▪ 80 120 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -76.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -76.0 B,E -75.0 C,F -90.0 A -75.0 B,E -76.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 C.F -90.0 A -75.0 0,E -75.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 C,F -90.0 B,E -75.0 A -742 13.6 -75.0 C,F -90.0 A -72.9 B,E -75.0 C,F -90.0 26 Oman* rea. e7: ostm F.K. 12/17/02 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ,70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 '70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 - 90.0 55.0 -78.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -78.0 -90.0.70.0 -87.1 -75.0 -90.0 -58.2 -76.0 -90.0 -55.0 -75.0 -90.0 -83.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 85.0 70.0 70.0 80.8 70.0 70.0 58.7 70.0 70.0 582 70.0 57.1 70.0 70.0 562 700 70.0 55.0 70.0 70.0 53.4 70.0 70.0 38 NEG -75.0 -75.0 -90.0 -73.7 -76.0 -90.0 -67.8 -75.0 -90.0 -624 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -80.0 -48.7 -75.0 -90.0 -47.9 -76.0 -90.0 -48.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -76.0 -90.0 -42.2 -78.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 824 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 81.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 48.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 70.0 38 3/8 NEG -70.4 -75.0 -90.0 57.9 -75.0 -90.0 -82.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.8 -75.0 -90.0 -51.1 -76.0 -90.0 -48.3 -76.0 - 90.0 -48.4 -75.0 -90.0 -44.5 -76.0 -90.0 .43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -76.0 -90.0 -39.7 -75.0 -90.0 frameny. Oak Its F.K. 8P19, 8 D CHANGE ANCHORS ANDS 78' NT. OPTION POS 70.0 70.0 70.0 87.9 70.0 70.0 82.1 70.0 70.0 58.4 70.0 70.0 54.8 70.0 70.0 61.1 70.0 70.0 48.3 70.0 70.0 45A 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43 NEG -80.4 -75.0 -90.0 -59.0 -75.0 -00.0 -55.7 -75.0 -90.0 -83.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.8 49.1 -75.0 -88.9 47.5 -75.0 -84.3 -48.2 -75.0 -81.8 -44.8 -76.0 -79.4 43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 48.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48 NEG -64.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -76.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -88.0 -48.7 -75.0 -812 -48.1 -76.0 -76.4 -46.3 -75.0 -75.0 -43.9 -75.0 -72.8 70.0 70.0 42.5 -76.0 -70.7 -41.3 -75.0 -69.0 -40.4 -76.0 -87.3 °0° 8'1/4- 12 -1/4 XO)e WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 58.4 70.0 70.0 53.8 70.0 70.0 81.4 70.0 70.0 48.7 70.0 70.0 48.1 70.0 70.0 45.3 70.0 70.0 43.9 42.5 70.0 70.0 41.3 70.0 69.0 40.4 70.0 87.3 50 5/8 NEG -51.1 -90.0 -49.9 -75.0 -90.0 -76.0 -53.4 -75.0 -90.0 -50.9 -75.0 -882 -80.9 -48.9 -75.0 -75.7 -442 - 75.0 -71.1 -43.4 -70.1 422 -75.0 -75.0 -402 -76.0 -39.2 -78.0 140190M1S, FL 39274 POS 51.1 70.0 70.0 49.9 70.0 70.0 48.9 70.0 70.0 53.4 70.0 70.0 48.6 70.0 70.0 48.0 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 422 412 70.0 68.7 402 70.0 64.9 392 70.0 63.3 FX 3726/03 a ADD GLASS TYPE E TO TABLE 0 FK 7110/33 C NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 NEG -47.9 -75.0 -90.0 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -81.8 -45.3 -70.3 -422 -75.0 -75.0 -40.8 -75.0 -38.7 -75.0 POS 47.9 70.0 70.0 70.0 43.8 70.0 50.0 70.0 70.0 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 41.9 70.0 65.4 70.0 39.8 70.0 81.8 70.0 60.4 37.6 70.0 59.1 NEG -44.8 -75.0 -90.0 -90.0 -41.1 -75.0 -90.0 -48.9 -75.0 -44.7 -75.0 -78.9 -70.7 -75.0 -401 -63.0 -39.8 -75.0 -81.8 -38.5 -76.0 -58.7 -37.8 -75.0 -60.4 -37.6 -38.7 -73.3 POS 44.8 70.0 70.0 41.1 70.0 , 70.0 48.9 70.0 70.0 44.7 70.0 70.0 70.0 70.0 70.0 40.1 70.0 70.0 39.1 60.1 58.7 37.6 70.0 57.3 38.7 70.0 pEX4 7. TEST REPORT: FTL-3580 • GLAZING OPTION: D. 7/16' LAMI (311 rHS,.090,3118"HO ALL "0" SIZES UP TO 80" WIDE x HIGH AND ALL "114-12-114 XOX" SIbES UP TO 120" WIDE x 83" HIGH 1 -90.0 I 70.0 TABLE 7A. TEST REPORTS: FTL-4807, FTL-4808 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114° TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSUFtE IS LIMITED TO 69.6 P.S.F. VW* Racer 60 NEG -42.2 -75.0 -90.0 -90.0 -75.0 -44.3 -75.0 -79.7 -75.0 -72.4 -40.4 -392 -83.5 -38.0 -37.6 -74.3 -73.3 -55.9 -722 -54.6 -35.6 -53.0 42.2 70.0 70.0 41.1 70.0 70.0 70.0 70.0 44.3 70.0 42.1 70.0 40.4 70.0 67.3 392 38.0 70.0 80.0 37.6 59.1 372 70.0 381 70.0 70.0 53.0 63 NEG -39.7 -75.0 -90.0 -38.6 -75.0 - 00.0 -75.0 -832 -76.6 -39.7 -75.0 -38.4 -75.0 -74.3 -60.5 -57.3 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -342 -51.6 -67.4 -50.0 POS 39.7 70.0 70.0 38.8 70.0 70.0 36.5 70.0 70.0 41.9 70.0 39.7 70.0 692 38.4 70.0 37.1 70.0 60.6 38.2 70.0 57.3 35.9 70.0 70.0 34.8 532 34.2 68.4 61.6 50.0 67 -55.0155.0 -ss.01 654 -52.51 52.8 -51.1151.1 -49.4149.4 48.81 46.8 54.5 72 -55.01 55.0 -55.0155.0 45.01 as.o -49.4149.4 -48.4148.4 -452145.2 76 -5321 632 -49.61 49.6 -41.7141.7 ZUMINUM CASEMENT WINDOW, IMPACT 2 1 4 Lucas A. 7anuar. P.E. PE 0511201 Mechanical •••• • • • • •••• • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • •• • • • • • • • •• • • • • •••• • • • • •• COMPARATIVE ANALYSIS TABLE 8. XO" OR "OX" & '1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8'HS) "x0" WIDTH 37 491/3 53 1/8 58 60 64 87.333 70.917 72 74 "xOx" WIDTH 551/2 72 74 79 2/3 84 90 98 101 108 3/8 108 111 A A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75,0 -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.8 -70.4 -87.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 87.9 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -66.4 -81.8 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 61.8 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -68.4 -61.8 -58.2 -55.1 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 58.2 55.1 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -71.9 -63.9 -58.9 -55.6 -51.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.6 51.9 51.1 49.9 64 NEG -75.0 -76.0 -75.0 -75.0 -67.7 -60.0 -56.1 -52.6 -48.9 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 67.7 60.0 56.1 52.6 48.9 47.9 46.4 57 NEG 75.0 -75.0 -75.0 -72.1 -64.9 -58.6 -53.8 -49.4 -45.8 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 64.9 58.5 53.8 49.4 45.8 44.8 43.5 60 NEG -75.0 -75.0 -75.0 -69.5 -62.7 -58.2 -50.4 -45.9 -42.8 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 62.7 56.2 50.4 46.9 42.8 42.2 41.1 63 NEC -75.0 -75.0 -75.0 -67.5 -80.4 -53.4 -47.7 -43.1 -40.3 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 60.4 53.4 47.7 43.1 40.3 39.7 38.6 TABLE 9. X0" or "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8°HS,.090,1/8°HS) E. 13/16" LAMI (1/8 "HS,318° SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL X0° OR °OX" SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -75.01 70.0 •• 1 r ABI10. • •• TAB LE 10A. "XO" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 • GLAZING OPTIONS: C. 7/16' LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, ? /18" LAMI -W/ 3118 °A,.090,3 /16"HS) PRODUCT • ALL XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.0 55.0 es eonapP9ingwhiz &a Redd; Acme= Ns PI•• • •••• XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16"A,.080,3116 °HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90,0 70.0 •• • NOTES: 1. F R INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" 554 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 612 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. TEST REPORT: FTL -3580 1 3 O X X 0 O X lfl� Mead* Deka FJC 3/25103 Reads.. pnx F.K 9 F.K Den Br Dan FK 12/17/02 7/10/03 rtor Reemam aa.moN B ADD GLASS TYPE E TO TABLE 9 NO CHANGE TH13 SHEET CHANGE ANCHORS AND ADD 78" HEIGHT OPTION CMIms. p•,: 1079 TECHNOLOGY DRIVE 9020915, FL 34275 P.O. BOX 1329 9020913, FL 34274 Visibly Better PRESSURES- XO, OX, & 113- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT sea•sms rasa s CA-740 I NTS 8 - 13 m�aa Rex 7045 -8 D Lucas A. Turner, P.E. RE Nam Mechanical •••• • • •••• • • •••• • • • • •• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • COMPARATIVE ANALYSIS TABLE 11. %COX" a VENT FIXED 69.284 88.919 95.973 108.649 115.892 122 123.135 128.000 • 13%. • • •1••• • •• • "XO" or ®X° 8 °XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTE -3582, FTL -3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5116" LAMI (1I8"A,.090,118°HS) B. 5/18° LAMI (1181HS,.090,18"FIS) C. 7116° LAMI (3/16 A,.090,3/18°K) E 13f16 LAM (1/8 SPACE,5/18° LAMI -W/ 1/8°HS,.090,1/8HS) F. 13116 LAMI (1/8 A,AIR SPACE, 7 /16 LAMI -W/ 3/16 "A,.090,3 /l614S) WIDTHS 24 38.919 19.125 31.014 27 42.973 30 48.649 32 33.087 34 34.791 35.898 36 37 7/101«3 oae. Dpke 12/17/02 51.892 54.627 55.135 58.418 58.209 58.378 80 itzewsbnic C !maims D *weed ay A B,E C,F A B,E C,F B,E C,F A B,E C,F A B,E C,F A B4O C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F HEIGHT 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -76.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -80.0 -72.9 -75.0 -90.0 met 1 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NO CHANGE THIS SHEET 38 NEG -75.0 -76.0 -90.0 -891 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 47.3 -75.0 -90.0 -48.8 -75.0 -90.0 -45.5 75.0 -90.0 -43.8 -75.0 -90.0 43.6 -75.0 -90.0 422 -75.0 -90.0 ROW By, Data rr FJ( 323423 B ADD GLASS TYPEE TO TABLE 11 POS 70.0 70.0 70.0 89.1 70.0 70.0 80.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 48.8 70.0 70.0 45.5 70.0 70.0 43.8 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38 3/8 NEC -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -572 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -80.0 -41.0 -75.0 -90.0 -39.7 -75.0 -80.0 POS 70.0 70.0 70.0 83.4 70.0 70.0 572 70.0 70.0 50.4 70.0 70.0 48.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 412 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 CHANGE ANCHORS AND ADD 78' HEIGHT OPTION 43 NEG -74.1 -75.0 -90.0 -58.5 -75.0 -90.0 -82.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -80.0 -48.4 -75.0 -85.8 47.9 -75.0 -85.0 -48.7 -76.0 -82.8 45.1 -75.0 -79.9 45.0 -75.0 -79.8 -43.5 -75.0 -77.1 "XO °or "Or POS 70.0 70.0 70.0 58.5 70.0 70.0 62.1 70.0 70.0 64.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 48.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 48 NEG -84.0 -75.0 -90.0 -50.4 -75.0 -90.0 -552 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.8 44.7 -75.0 -74.0 -44.3 -76.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 4t.4 -75.0 -89.1 -40.4 -75.0 -87.3 POS 84.9 70.0 70.0 50.4 70.0 70.0 552 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 89.1 40.4 70.0 87.3 50 5/8 NEG -60.6 -75.0 -90.0 -47.5 -76.0 -90.0 -52.6 -75.0 - 90.0 48.2 -75.0 -79.5 -45.5 -76.0 -73.2 -42.8 -75.0 -89.4 -42.4 -76.0 -68.8 -41.8 -75.0 -87.3 -40.4 -75.0 -85.3 -40.3 76.0 -85.1 -39.2 -75.0 -83.3 POS 80.8 70.0 70.0 47.5 70.0 70.0 52.8 70.0 70.0 482 70.0 70.0 45.5 70.0 70.0 42.8 70.0 4i4 70.0 88.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 39.2 70.0 1070 TECHNOLOGY DRIVE MOM FL 30275 P.O. BOX 1520 NOBOWB FL 34279 54 NEES -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -41.4 -75.0 -41.1 -641 -402 -75.0 -62.5 -75.0 -60.8 -38.8 -75.0 -80.5 -37.7 -75.0 °X0:6P"Or VVINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE AXED WIDTH. 1 !ABLE 12. & IOW UNEQUAL UTE WINDOWS POS 70.0 70.0 44.1 70.0 70.0 49.1 70.0 44.9 70.0 70.0 70.0 41.4 70.0 41.1 70.0 64.1 40.2 70.0 62.5 38.9 38.8 70.0 37.7 70.0 59.1 57 NEC -58.1 -75.0 -90.0 -41.6 -90.0 -81.9 -42.0 -75.0 -40.7 -75.0 -84.8 -75.0 -39.3 -59.2 -37.7 -37.6 -38.7 -73.3 • • • • ALL "XOX" SIZES UP TO 134.' WIDE x 63° HIGH WITH 3r mAx. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL `7(0° or VX" SIZES UP TO 9r WIDE x 63° HIGH wrifi 3r MAX. VENT WIDTH AND 80"MAX. FIXED WIDTH - • POS 70.0 70.0 41.6 70.0 48.2 70.0 70.0 42.0 70.0 89.7 40.7 70.0 39.5 70.0 39.3 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 70.0 Visibb Better 60 NEG -75.0 -90.0 -39.2 -43.6 -75.0 -77.2 -40.1 -75.0 -61.4 -37.5 -74.9 -58.4 .37.3 -74.8 -57.9 -38.9 -73.7 -36.2 -72.4 -54.7 -72.3 -35.5 -71.0 -53.0 POS 70.0 70.0 392 70.0 70.0 43.6 70.0 70.0 40.1 70.0 70.0 81.4 37.5 70.0 58.4 70.0 38.9 70.0 70.0 54.7 38.1 70.0 35.5 70.0 53.0 aereSeledat 63 NEG -50.5 -38.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -732 -58.8 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -51.9 -34.3 -33.7 -50.0 -90.0 POS 50.5 70.0 70.0 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 38.8 70.0 58.8 70.0 55.7 35.5 70.0 552 35.0 70.0 34.3 51.9 34.3 88.5 50.0 TEST REPORT: FTL-3580 70.0 • '1(0" or "Or E. "xor uNEOUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4807, FTL-4808 ALL "XOX° SIZES UP TO 134° WIDE x 78° HIGH WITH 3r MM. VENT WIDTH AND 60" MAX. FIXED INIDTH AND AU_ "XO" or 'or SIZES UP TO 9r WIDE x 78" HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1 -65.01 55.0 -55.01 55.0 48.01 43.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1 /4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. tomt NTS 9 13 72 -55.01 55.0 -55.01 55.0 -47.7147.7 76 -55.01 55.0 '43.8143.8 -41.8141.8 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Tips ALUMINUM CASEMENT WINDOW, IMPACT Ror 0 UNEQUAL LITES UNEQUAL UTES UNEQUAL uTEs MOMS MUM Wang ecga LUOPIS A Tumor. RE. PE 088201 Mechanical •••• • • •••• • • • • • • • • • • •• • • • • • •• • • • • • • • •• • • •• ••• • • • • • •• • • •••• 1 •• • • MAX. • HEIGHT • (SEe SHTS. 3 & 4) •••• • •• • •••• ••• • • •• •••• • •••• • • • • • (131 VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) 0 VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX° FRAME (D REFERENCE °XO° & °XOX" FRAME ASSEMBLY DETAIL, SHEET 11 ® Q ASSEMBLY DETAIL, SHEET 11 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX Vi i' MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) © s MAX. WIDTH (SE HT. 3) W W W MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX f REFERENCE °XX"FRAME ASSEMBLY DETAIL, SHEET 11 Qo NIODUCR um whit WIWI Cads k]TiY 7 . MOW, RENEWED as complying with 8allio it , ; • • ards 7 „ fill, : vsvor kersalBr F.K 3125'04 arm* F.K. mar. F.K tram 1r banr 7/10!04 Data BOWS PeWsl°s amebas Ctealcde7 F.K 12/17/02 a ADD 13N8' LO. GLAZING BEM 7EFR SHOW TOP PI NCE CHO SKr. NO. REF. AND ADD 76•89 1070 TEGiROLO0YDR7VE NOKOMIS, 8134278 P.0.5021628 NOKOMIS; FL 30274 BGT !Aril* Bauer SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT eewauut arya are CA-740 NTS 10 a 13 I lkewovIta 7045.8 D Lucas A. Turner, P.E. PE8H8I01 Mechanical ••• • • • •••• • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • •• • • • •• • • •••• •• •' ; "XO" & "XOX" FRAME ASSEMBLY DETAIL • • • •• • • • • • • • • • • 4.45 Br F.IG FX 055300 RK 7.K FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB •••• FRAME HEAD OR SAL • 030 3%8/03 bew . 7/10/03 Oak 6123705 X 7/02 "XX" FRAME ASSEMBLY DETAIL Orison. 8 r C nebakurc D #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID —SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD ITEM 68 SASH FRAME ASSEMBLY DETAIL 1070 TECHNOLOGY DRIVE NOKOMS, FL 34275 P.O. BOX 1628 NOXOM,S, FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 / t 11._� #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL Visibly Better n .095 "I O CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. .440" 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" O FIXED FRAME HEAD, SILL, JAMB MATL: 6083 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Borisaftegt NTS, 11 m 13 I oaa 7095-8 L2.784 " FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A D 2.919" (la�� / cs` Lucas A. Tuner, P.E. PE 858201 Mechanical PARTS LIST CONT. ITEM DWG # POT. # DESCRIPTION 73 7025 MAXIM SINGLE LACK 74 7016 SINGLE LOCK KEEPER 75 70834A 48 X.75PQUAD PN SMS 80 7005A HOD WINDOW FRAME - HEAD, SELL &JAMBS 81 1155 781PQA 48 X I QUAD PN SMS 82 7010 MID FRAME CORNER KEY 83 7007 INSTAW.ATR)N HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/11.71S, AIR SPACE, 5 /16TLAMn 5/16" LIMN . (2) LTTES OF 1/8"108 GLASS WEB A14.090INfERLAYER - SOIXNTTA OR DUPONT PVB 13/16" LG. GLASS (1/8115, AIR SPACE, 7 /16 7/16° 1 MI = 3/16A & 3/161ES GLASS WITH AN.090 INTERLAYER - SOLUTLA OR DUPONT PVB 88 13/16" LG. GLASS (1/8"108, AIR SPACE, 7 /16 °L.ANR) 7/16" LAM! m 3/1603 & 3/1611S GLASS WITH AN.090 IITERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) •••• • • •••• • • • • • •• • • • • •• • • • • • • • • • • ••• • ••• • • •••• • • • • • • • • • • ITEM 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 25 26 30 31 x •32• • 33• • • 68 69 70 71 72 Rowley: Data: F.K 3/23!49 •r OWw F.K asradey fK 623/90 bra.* Ala' F.K 12/17/02 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 • 45 1634 50 7006 • ?I 7040 •.• i2. 34' • 331 55 1 67 7004A 1635 7011 7012 7019 7018 Robigioria B C D PGT. #. 781PQA 781PQA 67017K 78X78PPSMS 7858ZA 7i0x12FP 6TP247 SILICONE -DOW CORNING 899.995 OR EQUIV. PARABOND SETTING BLOCK 6163K 61635K 60976 78x12PST W/B 67004 712X1PPT 711573 7PLDIID PARTS LIST DESCRIPTION MAIN FRAME -HEAD, SILL & IAMBS 48 X 1 QUAD PH SMS FRAME CORNER KEY 12°XI/2°X1/8" CLOSED -CELL FOAM TAPE SASH -TOP, BOTTOM & SIDE RABS 68 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY / MAXIM MULTI-POINT LOCK , LOCK SUPPORT PLATE 410- 24X.562PILPN. TYPEF MULTI - LACK KEEPER (ILK & L.H.) 48 X .8751 H. PN. SMS TIE BAR GUI/3E TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING HATE 48- 32X.375 PH. PN. TYPE B STUD BRACKET (1.0. & R.H.) 08 X 5/8"FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 81031.500031.9101.. 5/16" LAMINATED (1/8A & 1/8HS CLASS) .0901NTFd2LAYER- SOLUTIA OR DUPONT PVB 5116" LAMINATED (1/8115 & 1/803 GLASS) .090INIERIAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/161IS CLASS) .090 I]TERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16I1S & 3/I6HS GLASS) .090INTERJAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16") GLAZING BEAD (7/16 ") VINYL BULB WSTP(THICK) SCREEN MAME SCREEN CORNER KEY SCREEN CLOTH SCREEN mule - SERRATED reASEMENTsoma (IUP 48 X.500 SQ. PN. TEK SMS CASEmstr ASSY. TUBE 1112 X 1 "PH. PIM. TER. LOcKSUPPORT PLATE LACK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE ADD 13/10 "LO. CRASS 8 GE.AZR4O BEAD NO CHANGE THIS SHEET ADDEODN. 70 1713144. SILICONE AND ADD REM 87. 88 AND 89 Mem 1070 TECHNOLOGY DRIVE 8080080, FL 34278 P.O. 807( 1520 NONOAOJ FL 34274 .706" .050" 0 5/16" GLAZING BEAD MAUL: 6063 -T6 DWG# 7036 .523° —►I .050° .040" Visibly Better .865" 0 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .423" @CASEMENT SCREEN FRAME MAT"L: 6063 -T6 DWG# 7006 -�j J-- .172° .870" L .050° O 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125° .062" .569° 1.124° .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 8063 -T6 DWG# 7004A 2.701 PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT smmma°i CA-740 rs*N mmt N7 12 d13 lamae s 7045 -8 INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 D Luxes A. T,mer. P.E. PE 00 201 Methaniael BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA a - ' METRO -DADE FLAGLER BUILDING ' 140 FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidad ov/buildinecode NOTICE OF ACCEPTANCE (NOA) 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW- 701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., 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 Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75" and /or=Height- 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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.. Jf ggy pprlion•of the•NQ is displayed, then it shall be done in its entirety. • • • • . • • • • • • • INSPECTION: A copy of this entire NOA shall be providegl tb t :isbt $•thh dia$ufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07 0418.06 consists of this page. 1 ahl1 viderlce,tllget E -1 w,pli as approval document mentioned above. • • • • • • • . • • • The submitted documentation was reviewed by Ishaq L C:In ndd,.P.E.' . . • 1 ' . . • • • • ••• • NOA No 08- 1112.10 ��, • Ex .1 irati n Mite: February 19, 2014 MAMl.DADECOUNTY • • • • •• • • • • • • • A$prwal Date: January 08, 2009 OP \ • :•••• • • •• • Page 1 ••• • • •• i ... APPROVED! 1. o. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED) A. DRAWINGS (transferred from file # 07 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3835, dated 07/18/03 and test report FTL - 3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06 0216.06 issued to Solutia Inc. for the "Saflex MG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change - from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. O`1'R 1. This NOA renews NOA # 07 0418.06 expires on February 19, 2009. .• . •• • • • • • .. • • • • • • • • ' • ,shag 1. Chanda, P. E. • Ptollu {t Control Examiner • • • • • • • • • • VOA No 08- 1112.10 • • • Expirattdd Date: February 19, 2014 Approval Date: January O8, 2009 E�• . • • • ••• • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • • • • • • • • •• •• 0 • • • • • • • •••• •••• • • • • • • • • • • • • .• • • • • •• • • • • • • • • • •• • • • • • • • • •• • • • •• • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LUTES OF 3/16° HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/18° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LUTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL RN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCWDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON AU. FOUR CORNERS OF THE FRAME. • •• • 'b RtFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 • • ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 • • • ANSI/AF &PA NDS -20D1 FOR WOOD CONSTRUCTION •• •• ADM- 200)5LUMINUM DESIGN MANUAL • • isiil4lS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT • EDITION INCWDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • •••• • 1 •• • • • • aordsr, odor eomer FJC lamer. F.K own F.K 7/14103 Oft 41407 nett 14 A admrs7. Anti TEmBavDAOENS?" REDUCE ANCHOR SPAC01O 90707ECWOLOBYDANE R 94270 P.O. BQJf 1520 NOXOMIA FL 34274 Vis & Better I1y0TES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW IMPACT art mre ute PW4tH NTS 1 s 12 I • ro 428813 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 UST 9 ANCHORAGE 10-12 PROM= MEWED iscomspbUsgritts Os Mil* lialdbaCgde Aseptatire Date 4 %7 Robert L Ciw* PE PE039112 B@ll • . •. OUTSIDE • • • • • • • • . • . • • • • • • • •••• 1 •••• • FK . . • • FJC Ogle F.K. 77145703 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT -+- STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) NO CHANGE MIS SHEET MS SHEET R ® 11/16" NOM GLASS SITE GLAZING DETAILS 11/16" NOM GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE t* Oft o•= 414577 I ftsalskas marks e A memep Oar 107D 7EWINOL L 34275 I Noxotaig FL 34275 P.O Bqx 1534 FL 34274 Visibly $ 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL. FIN FRAME SHOWN) PitenUCT RENEWED as will t9eRe Code * 4'646 * is complying with Me nitride Raddhe Code Mailbox No Dare •• • • • • • • • .... • • • •••• • • • • •. • • • • • • • • • • • • •• • • • • • • .• • • •••• • • • •. • 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. FAN MAX. SIZE = 96" X 4r � •• QR MAX. AREA = 24.47 SQ. FT. • • HALF CIRCLE .• • • • • MAX. SIZE = 96 "x48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 98"X48" OR MAX. AREA = 31.99 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 80" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 9W X a7" OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" x 88" OR MAX AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48"X96" OR MAX. AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48" X far OR MAX. AREA = 3028 SQ. FT. PRODUCTBaksm es gempkringuidrthe MOM* 0 Atavisms N t. Ba EipiriSes �l tarlsies mood ST F1C seoe* FK awn ter Oft One 9/4107 Orlx 7410.9 Roars B !after Mmeed 0A UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET 1070 TECHNOLO3Y DRIVE NOKOMIS, FL MI5 P.O. BQX1879 NOKOMIS, F1.34270 Pc Virlbly Bens► FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT PI*701 I NTS 1 3 s 12 ar vea was 4259-0 B Robert L clerk P.E. PEE SEEM rs"R • • • • • • • • • • • ...• • • .•.. • • • • • • • •• • • • . • •• • • • • •• • • • • • • • • .. .. • • .••• • • • • • • • • • • HEXAGON FULL CIRCLE MAX SIZE = 60° BETWEEN FLATS MM. SIZE = 60' DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. • • MAX. SIZE = 96° X 47° • OR MAX AREA = 24.47 SQ. FT. • • • • •••• ••• •• • •• FAN • • • •• • • • • HALF CIRCLE MAX. SIZE = 96° X 48' OR MAX. AREA = 25.13 SQ. FT. 50 1/4° FRAME O D. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. C EYEBROW MAX SIZE = 98" X 48" OR MAX AREA = 31.99 SQ. FT. A 1-•-- 981/4' FRAME O.D. 96" MAX. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. 931/4° MAX DLO RECTANGLE MAX SIZE = 48° X 96' OR MAX AREA = 32.00 SQ. FT. ELLIPTICAL MAX SIZE = 98° X 47" OR MAX AREA = 31.99 SQ. FT. 451/4" MAX DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX AREA = 25.22 SQ. FT. TRAPEZOID MAX SUE = 48' X 96° OR MAX AREA = 31.99 SQ. FT. MAX SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. PaODVCPR •iflodeNod& Afteption NO .10 BY Maud 1A,p Dh1sin. otweams s A meysaar date 4A/07 Deft 1211033 Res ADD FRAME O.D. °DEN M%5AND UPDATE ANCHORAGE NNE NO CHANGE THDD SH T ao" IWO TECINCAOGVDRIVE NON0118,P1. 34278 P. ape I529 Nag•flaari34214 INTEGRAL FIN ELEVA77ONS ALUMINUM PICTURE WINDOW, IMPACT F amr OW Pnw701 I NTS I 4 r 12 r """" 42594 11 /a, Robert Clark Pa PE #♦9712 Structural • ••• • • ••. • •• • • • • • • • • • • •• • • • • •• • • • ••• • •••• • • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP TO -TIP) GLASS TYPES: A 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16' SPACE, 7/16' LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "X" DIM. TYPE 49.000 AREA 54.500 1 A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A B,C,D AREA A B,C,D AREA •• A C 60.000 65.500 71.000 76.500 82.000 • • 87.550 • • • • • • • X000 • •• . • C •••• B,D Road Ds all& £omen cess FK 4f+D7 F.K 42HSTS Dam 830 4 /03 GLASS WINDOW "Y" DIMENSION A,B,C,D +80.0 -80.0 B,D AREA A C B,D AREA A • AREA *Vans r&rrmc a yes 9.70 SQ.FT. +80.0 1 -80.0 10.79 SQ.FT. +80.0 1 -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 1 -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80,0 +80.0 +80.0 +80.0 -80.0 +80.0 -80.0 19.00 SQ.FT. mar 28.500 18.41 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. +80.0 1 -60.0 15.47 SQ.FT. +80.0 1 -80.0 +80.0 1 -80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 -80.0 34.000 39.500 -80.0 +80.0 +80.0 1 -80.0 +80.0 1 -80.0 11.57 SQ.FT 13.44 SQ.FT. +80.0 1 -80.0 +80.0 1 -80.0 12.87 SQ.FT. 14.95 SQ.FT. +80.0 1 -80.0 +80.0 1 -80.0 16.76 SQ.FT. 480.0 +80.0 18.06 SQ.FT. 19.36 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 +80.0 A CHANGE NOTE 4 ANCHORING KW 1912 SCREWS -80.0 +80.0 -80.0 +80.0 -80.0 -80',0 21.96 SQ. FT. -80.0 +80.0 -80.0 +80.0 -80.0 22.67 SQ.FT. D'DA PERAST AE AND NOTES CJF. L M I TE I1P TA91. E �P!( ON A f � 47 +80.0 -80.0 17.97 SQ.FT. 19.48 SQ.FT. 20.98 SQ.FT. 22.49 SQ.FT. +78.0 -78.0 +80.0 -80.0 +80.0 17.32 SQ.FT. 20,66 SQ.FT. 24.00 SQ.FT. +80.0 -80.0 +80.0 -80.0 +74.0 -74,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 +71.9 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 25.51 SQ.FT. -71.9 +80.0 -80.0 +80.0 26.33 SQ.FT. -80.0 MO TECHNOLOGY DRIVE NOKOPAS. FL SOTS P.O. SQX 1529 NOS R 81274 45.000 +80.0 I -80.0 15.31 SQ.FT +80.0 1 -80.0 17.03 SQ.FT +80.0 1 -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 SQ.FT. +79:3 +80.0 +74.5 +80.0 +80.0 Visibly Better -80.0 +80.0 -74.5 +73,1 -80.0 +80.0 FTL- -3835 FTL-3835 FTL -3850 FTL -3850 46.500 8. -73.1 +71.8 +80,0 -80.0 +80.0 I -80.0 15.82 SQ.FT. 16.33 SQ.FT. +80.0 1 -80.0 +80.0 1 -80.0 17.60 SQ.FT. 18.17 SQ.FT. +80.0 1 - 80.0 +80.0 1 -80.0 19.38 SQ.FT. 20.00 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 21.15 SQ.FT. 21.83 SQ.FT +80.0 1 -80.0 +60.0 1 -80.0 22.93 SQ.FT. 23.87 SQ.FT -79.3 +78.0 -78.0 +78,8 -80.0 +80. +79.1 +80.0 -79.1 -80.0 +77.3 +80.0 -77.3 -80.0 +75.8 +80.0 -75.8 -80.0 -80.0 +80.0 -76.8 -80.0 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. -71.8 -80.0 25.63 SQ.FT. 26.48 SQ.FT 27.33 SQ.FT. +70.0 -70. +68.4 -68.4 +67.0 -67.0 27.34 SQ.FT. 28.28 SQ.FT. 29.17 SQ.FT. +85.5 -65.5 +83.9 -63.9 +62.4 -62.4 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 +80.0 -80.0 29.06 SQ.FT. +83.0 -63.0 +71.2 -71.2 +80.0 80.0 +80.0 -80.0 30.03 SQ.FT 31.00 SQ.FT. 61.5 419.5 +60.0 -60.0 +69.5 69.5 +87.8 -67.8 80.0 + 80.0 /C -60.0 31.00 SQ.FT. 32.00 S .FT. -80.0 -80.0 30.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUAUFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. 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 DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT I D.'"". PIK7D7 rNTS 1 5 0 12 i 42594 PRODUCT RENEWED a• coosplytag NO the Moth Macaw= r(0, f Ana a e- Dhidd •••• • • • • • • • • • •• • • • • •• • • • • •• • • • ••• • •••• • • •• • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/18HS) B. 7116" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE 49.000 A,B,C,D AREA 54.500 A,B,C,D AREA 60.000 f A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 ' A,B,C,D AREA 76.500 •• • • 87.500 • • e •• • •• • • 1.800 • • • • • • ads 4/4187 talw WNW max I B,C,D AREA 82.000 1 A B,C,D AREA A C B,D AREA A 0 B,D AREA A • • 00.000 •• • • • • AREA C B,D WINDOW "Y" DIMENSION 28.500 34.000 -80.0 +80.0 +80.0 f -80.0 +80.0 f -MO 9.70 SQ.FT. 11.57 SQ.FT. +80.0 f -80.0 +80.0 f -80:0 10.79 SQ. FT. 12.87 SQ.FT. +80.0 f -80.0 +80.0 f -80:0 11.88 SQ.FT. 14:17 SQ.FT. +80.0 1 -80.0 +80.0 f -800 12.96 SQ.FT. 15.47 SQ.FT. +80.0 -80.0 +80.0 -80:0 14.05 SQ.FT. 16.76 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +800 +80.0 +80.0 +60.0 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 15.14 SQ.FT. 18.08 SQ.FT. -80.0 +80.0 16.23 SQ.FT. 1948 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80:0 -80. -80r0 40:0 -80.0 -80.0 -80.0 17.32 SQ.FT. 2066 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. 21.98 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 22.67 SQ.FT. e aewmr UP12A7E up � in1PD IH�AD APW NOTE$ tlnmNaao�l CHANGE NOTE 1 ANCHORING WITH NMSCREWS aft 1 39.500 +9X.0 f 60.0 13.44 SQ.FT. +80.0 ( -80.0 14.95 SQ.FT. +80.0 f -80.0 16.46 SQ.FT. +80.0 f -80.0 17.97 SQ.FT. +80.0 ( -80.0 19.48 SQ.FT. +80.0 +9X.0 +80.0 +80.0 +78.0 +80.0 +80.0 +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 2098 SQ.FT. -80.0 -80.0 22.49 SQ.FT. -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT -71.9 -80.0 -80.0 26.33 SQ.FT. NOTES: L i 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND11. Oro TECHNOLOGY ORM P.O. wawa nays BOX R® NORMA R 34V4 45.000 +80.0 f -80.0 1531 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 ( -80.0 18.75 SQ.FT. +80.0 f -80.0 20:47 SQ.FT. +80.0 f -80.0 22.19 SQ.FT. +79.3 +80.0 23:91 SQ.FT. +74.5 +80.0 25:63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 2906 SQ.FT. -63.0 -71.2 -80.0 3000 SQ.FT. Visibly limo 48.500 +80.0 f -80.0 15.82 SQ.FT. +80.0 f -80.0 17.60 SQ.FT. +80.0 f -80.0 19.38 SQ.FT. +80.0 -80.0 SQ.FT. Q.FT. +80.0 f -60.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +66.4 +77.3 +80.0 28.26 SQ.FT. +83.9 +72.2 +80.0 30.03 SQ.FT. +61.5 +69.5 +80.0 -78.0 -8.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 f -80.0 16.33 SQ.FT. +80.0 f -800 18.17 SQ.FT. +80.0 f -80.0 20.00 SQ.FT. +80.0 f -80.0 21.83 SQ.FT. +80.0 f -80.0 23.87 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +82.4 +70.5 +80.0 +60.0 +87.8 +80.0 FTL -3835 FTL-3835 FTL -3850 FTL -3850 -78.8 -800 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.6 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. INTEGRAL FIN UNIT DESIGN PRESSURES 1 ALUMINUM PICTURE WINDOW, IMPACT I em nr t NTS 6 a 122 1 42594 I B PRODUCT RENEWER as a mptyhg with et Florida Bsialag Coda Malone Nu0 l3_I1 n• Io Nand o Ate / /77/1"r 0/ RlibwtL O P.E. PE 839712 Structural •• • • • • •••• • • • • • • • • • • • • • • • •• • • • • •• • • • • • • •• • • • • • ••• • • •••• • • ••• • 2.784° 0 1 • .. ill. A111111 0 KREWED C • RNER ASS'Y •••• tFLANGE FRAME) • •• • • •• • • • • • War m vac WINOS MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH ibsedxs 8 A derledeg HORIZONTAL SECTION (FLANGE FRAME) 1 ' 111 0 I ALONG ENTIRE JOINT OUTSIDE WELDED CORNER ASS'Y (FLANGE FRAME) NOCHANGE 1NL9 8N1FT NOCH NGE THIS SHEET Oak KEYED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT 1070TEOHNOLOOYDRIVE NOKOMIS, .736216 P.O. BOX 1678 NOKOMIS, .790274 ALONG ENTIRE JOINT �F VisIMj Baser Satsuma PW101 VERTICAL SECTION (FLANGE FRAME) SECTIONS 8 CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT HALF' 7 10 12 I 42584 I B PRODUCT RENEWED es rom$7ltqg with the Aortae Biddies Cede Acceptance Eipin g = Date es Je. Divtdoa .2/_ • _ ,_ -:K? • .: �..._ • OP ;_ L C9wk, P PEt6B9712 Structural • e i REWED CORNER ASS'Y •'(11FEGRAL FIN FRAME) • •• • • • • OUTSIDE 0004 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) � i o I ffl l ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784° INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED as =aphisa nth the Fiords BuldIng Code Acceptance . "� , ry M 44 Bede d D*d PRODUCT WWII. 10 ethhittylas with deFFeehb Reeeptation Road Bp I m*F F.K 44 D•r 1111&9 tor gwiskies 9 wmeoc A NO CHASM THIS SHEET NO CHANGE TMSSKEET Dabs 9070 TECENOLOGYORM NOICOW8, R.34278 PO SQX 4898 * FL94274 edr SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Swintlealst PNL701 1 HALF' 8 a 12 I 42594 11 • • • • • • • • • • •••• • • •••• • •• • • • • • • • •• • • • • •• • • • • •• • • • • • • • • •••• • • • DESCRIPTION ITEM 1 2 7 8 1 11 12 13 14 15 17 18 20 21 •• • • • 22 • • • 1•••• M —" • • • • 050 • •• 1 • • • • ag FA DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 am 12/165 todo 7448:13 iffirlstme Antos 8 PART # 64266 64253 781 PQX 64265 64254 6TP247 64262 ••••• 978" -+J I Beditaxe A amatedds INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB 98 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS; 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI G 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS; 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6083 -T5 DWG NO. 4255 .346" --�I NDC4N8E THIS SHEET NO CHANGE TH/SMEET Dabs .975" ITEM 11 taTO TECHACK GYDmVE N W I$ FL SOTS P.O. 8418 1510 NIIKOMIS, FL3274 ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 2.784" MAT'L.• 6063 -T5 DWG NO. 4253 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAIL: 6083-T5 DWG NO. 4264 EXTRUSION PROFILES & PARTS LIST Tar ALUMINUM PICTURE WINDOW, IMPACT eakams tare eere Pw•701 1 K4LF 9 ea 12 1 4 2 6 9 4 1 B 2.500' PROt •4O 7 tiiu' W Y,8 uttmI4 goitpto Butabg Code Accapma«Hd - 10 Expfradua Data PRODUCT REVISE) aoomplying tie•Y6 Florida > • •••• • • • • • • • • • • •• • • • • • • • • • • •• • • • ••• • ••• • • ••• • • • WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A • • • • L 1 3.5 KSI MIN. CONCRETE • • FLANGED DETAIL D (SILL ONLY) • 1 !CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEbED 1318° MIN., 5/16° ELCO TAPCONS EMBEDDED 1 3/4° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 3/4° MIN. DISTANCE FROM ANCHOR TO CONCRETE • telat IS 1 3/4° MIN. ' . pIlsls ;2.WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4° SS4 CRETE-FLEX. 3 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/T. 1x W0013 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 70 BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. FJG rw.aes FJC mores FJC .131 °'DIA.M N. x 21/2° NAIL, AT CORNERS AND 5° O.C. area 4/4,07 am 1211803 114133 114° MAX. r SHIM T CONCRETE ANCHOR (SEE NOTE 1) A 1/4° MAX SHIM REVISE AND LPDATE ANCHORAGE PERCURRENT FOC CJ1ANGENOTE 1 AND FASTENER SPAN 13 thentese A m.d:°es mb° 1 3/8° MIN. ®EMBEDMENT INTEGRAL FIN DETAIL B • SEE NOTE 1 FOR ® EMBEDMENT. • • • 1270 7ECHISIL001DRIVE NORMA FL 84878 P.O. SQX 1528 NORMS; F6 84874 f Visibly Better WOOD ANCHOR (SEE NOTE 2) A I- MAX 1 SHIM T 2x WOOD BUCK (SEE NOTE 3) 1 3/8° MIN. ® EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) r 1/4° MAX. 1 SHIM T 1x WOOD BUCK T (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE !WINDOW, IMPACT PW.701 NrS) 10 a 12 I wmnpw 423944 ' B WOOD ANCHOR (SEE NOTE 2) 1J4° MAX SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PROOUt 1 ore eti: to as emptying with the Florist, lag Code geeeptenee No dg-111. 12.16 aphelion a 1ri W Mod Bide Welsh L C1•.P.E. 1.5 039712 !Augural • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •••• • • •• • • e • • ••• • • • • • • • • • • • • TABLE 3. ANCHOR ON -CENTER D181991SION BY ANCHOR TYPE - WOOD SUBSTRAI WAND. ' X " DIM. 49.0' 54.5° 80.0' 85.5' 71.0' 78.6' 82.0' • • • 87.5' • • • • •63.41♦ • ••••• •••• ••••• ff $W O.C. O. C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. • O.C. WINDOW "Y' DAIAENSION 15.0" 1 20.0` 25.0' 28.5° 30.0" 34.0" 39.5" 45.0" 48.5` 48.0' 1.,2.,4. 1.,•.,4. 1.,:.,4. 1.,2.,4. 1.,2,4. 1. 2. 4. 1. 2. 4. . 2. 4. 1. L. 1. X Y X Y X Y X Y X Y XYXYXYXY'XYXYXYXYXYXYXYXYXYXYXY CO CV O O CA PS 0 O r r h V- P n n V n re- n i 1- n r co a 0 r 0 00 tit 0 O r N P 0 O O O O 0 0 0 0 O co r 0 N e- 0 ID 0 O CO r r r V_ r N P r N N V N r r r r co r O r O 0 t 0 O CO CV r CO s- O CO co CO O co 00 sr co C4 O H O m t O O al N CV 0 at 0 CO 0 0 a CV O r O I0 O co to 0 OD O req O N O r CO O m e�S t�3 O O CO CV OD r e3 r NS O r 0 O c�3 O m 0 V� O d3 CV O r O O 0 O 0 N 0 0 co 0 00 • { QQpp 0 00 0 O 0 O 0 O 0 O 0 co W O 0 00 e�5 00 r a 0 0 00 O O co r CO r 0 as 0 r P3 0 0 m 0 O 0 00 0 O 0 00 m 0 0 e 0 01 CV O r O r- at 00 O m 0 O 0 0 0 t+�3 00 0 0 0 0 O 0 0 O 0 0 0 O CO m 0 r 0 O 00 co 0 O 0 0 0 0 0 r 0 lV O O CO 0 O er- 0 O 1f O r O PS 0 0 0 00 O m M1 00 r o t- P co V G • V O P sr chi co r • Y O r c co F •D P o5 n CO r O r 0 O Ps O CO 00 O O V- r V- V- r O O W 0 Pi co 0 V N 0 0 O OD A CO O 0 0 co 0 0 N r r r r r C11 N CV N '0 N 1110 0 r O m 07 0 O re- P O O O 0 N r r w 6V OS rki 0 re- o CV tt CV CV • • • 9 4NCI:09t SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.C.) "X" AND 1 Y 0 DIMENSION FROM TABLE 3 (MIN. 2 1/8° 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT IIEXCEEDING 8 yr FROM ANY CORNER, Rawl* Amigo. hansodex RogreWp Oirke 8 1070TECIWOLOGY DANE NOK.C408 F1-0•270 No tt i ggx 113GT TAsibkr Better DIM. ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT CarbAblsc are liasstqat ANCHOR TYPES: 1. #12 STEEL SCREW (05) 5. 5/16' ELCO TAPCON PRODUCT RENEWED 63 0 =0040 *Mt thr Raids atoirotioo Mot Divkloo //A t PE t130/12 Mauna hTAILE 4. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SLMSTRA ANCHOR TYPES: 1 aau WINDOW "Y" DIMENSION 1. 812 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4' ELCO TAPCON 4.114" ELCO S34•CRETEFLEX 5.5/18' ELCO TAPCON 15.0" 48.5" 48.0" 3. ,4.,5 3 5. 3. 4. 5. :, X Y e X . Y 5. X J _ X Y X Y X Y X Y I es gl I,Z/L 19/£ Z. I OL1 Ierezt I Z/1 19/z ZL I Z1L Z L 1 4116 1 FtWil IerezaI I4/t9 1 4/1 6 I 191ZLI 1 4/16I I 4,t1 L6 1 I 1 L4 1 1 91/1 19Ls 6I I we 21.1 Ias 6 1 1 Z6 I 9119 61 1 811 I 4/19I 1 ere a I I LL I91£Z11 1 11. 1 I 911L1 f - ers B 1 WC z1 1 1 Z/L LL I Ierezl 1 Z/L 11. 77/161 I b/1 1 1erEZ1I 1 �1 l 1 9l£ z t1 I Z1 1 19/9 OL Z/1 L I 9/s 01I co I Iels911 1 ZI 9 1 9/ 9 0 Z/1. ZL I 1 0/90LI 4/18 1 er9 tit 1 4/1. 9 1 1 Z/1 8 1 8/S 01 1 1 Z/LaI I I•1. _1 1 ersat 1 I 11 1 9 /9 01I 1 11_ 1 Z/1 9 1 911£6 1 8/9 01 1 91/E6I 1 819 01 1 1 1 9/1. L 1 4/1 8 1 1 9/9011 I 44 1 19/9 01 I I LL 1 1 9 /L L 1 1 9iB8 I9�OL Z/1. LL I 1 8/901 Z/1 111 8/1. L L 1 81901 l ZL 1 01 I z l I ZL Z/1. 1 I ZL 01. 8/9 6 1 Z/1 9 1 1 Z1. z1. 1 es 6 1 4/1 9 ZL 4119 1 8/9 6 1 z1. I LL 1 Z1 11 1 ZL 11 91/9 61 ZL 1 sue 6 Z1 ew/es1 9/L9 1 4/1. 1 8/9 6 1 11 1 1 El. 1 LL 9/1 9 8 l 1 9/96 1 Z/1.11 Zl 1 zit 11 1 /L 9 b /1. 9/9 6 Z1 Et I Z4 1 4/£OLI I1 11 WE 01 1 01. 1 4/£ Z/1 9 I I41£ Z/1. Z1 191/St 9 I I4/19I 1 4/£ 01. 411 8 I91/819I 14/£01 91./11 1 1 11 I I4/E01 I 11 I I 4 s 0LI I 11 1 1 91/11.1 1 1 91./£ 6 I 14/601 1 91/9 6 1 IweatI 1 91/£ 6 I 191 /11 I 4/1 9 1 I P16 01 I 11 I 1 4/£ 01 I L1 91/1191 1 8/99 1 1 4/£ 011 I Z/1. 11. 1 14/9011 I zit it I 1 96/11 14/1 1 I41£OLI I ZL I 4/E01 I zl l 91.191 11 1Z/L 191/E1 11. 01 1 9/1. 6 1 I Z/1 9 1 1 91/91 111 I �/1 Z6J I91 /L 91 14ne 191/64 1.11 1 4R 9I 1 9 1/ 191 191/91141 1 9111 9 LL 1911£111.1 I 11 1 191191. 111 114 1 1 1 1 I91/£ 1 8 /1. I 19Lrs 6 Iasi Lid I six 6 191/691 1 4/1 8 1 1 9/1 11 191191. 1.1 11 I 191/89 19/9 9 1 9/1 1 Z/1 11. 1 191/61 111 I art 11 1 191/89 4111 19/1 6 I Z1. 191./£1 11. I Z1 PRODUCT RP.RacsW 0O aDecetPIAMDFDD DU Word• afifflastade issidragus ezteirge i y we 011 an 1 I Pte 011 o1. 1 [4/£ I Z/19I 1 we 911 p. ] I bn6 1 4 /1 9J 1 41£01. 4/1.8I 1 91/1. 9 I 1 4/E 01 I 1 9111 9 I I 1.1 I 141E 01. I 11 1 1 4/6 011 1.1 91/9 1 911E 6 I 1419 911E 6 I b/£ 01 91/9 6 zI1 9 1 4/1. 9 1 1 4/1 8 L I 1419 I LL 1 VI 9 9/4 8 1 4/1.61 1 Z/1 LL I 1 419 011 Z/1. 11 1 V1 9 1 4/1. 1 1 4/1 6 Zl l 1 41E 01 1 ZL 0.C. I U O •1 b• (91/1.1 11.1 ZI1 L [91/1.1 111 1 Z/6. 9 91/11 1.11 Lzn I 14x9 b/1 9 191./11, 1.11 1 4119 I 1 Ore e 1 co 191/11141 in 191.!£1. LL 191/11. 1.11 1 L1_ I 19141141 11 _ r. 1 91./£ 6 1 01 I I WC 6 I 191/11 111 191/£ 6 1 Ies 9 4/1. 8 I 01 1 11 1 191/11 11 I 11 I ere 9 19/9 8 I4/e ZIL 191/11 11. 1 Z/I LLI 1 811 4/1 L 14/£8 1 z4 I91 /1.1 11 I ZL Clostaa Midas 9/9 Z1 I 177 e/5 Z 7117 91/1 6 I Z /19 Ie/sZ1I Z/1 ZL 191./1 4/1 8 Ie/s 14/19I 1 91/L 9 I el9 El 1 91/6 1 CG I911£1. LL 1 9/8 ZL _ 1.1 1 9/19 1 9119 61 191£101. 1 as 6 I81SZ1. 1 91/£ 6 1 1 91/9 9 1 b11 8 191/1 I 11 I8/SZG 1 11 1 9119 9 1 1 ors 8] 1 91 /L 6 1 I Z/L 11 I 1 fug Z1 I Z!1. 1 . 1 1 91.196 s r 1 91 /1 9 Z1 1 9/9 ZL I Z L •• • ' • •98:11, ► O.C. ( e/s11I Z!6 1 1 9/8 11 1 L_ 01 1 110 1/8 I_ Z/1. 9 I I S/9 111 Lz► zLJ m 4/1 8 1 8/S 11 1 411 9 1 8/18 at 9/9 111 W 9/£ LL 9/9 11 7.7 9/S 11 WE 9 81./£ 6 1 8/101 91/961 1 8/9 1.1 91/86 4/1 91 ti/18_ o) 11 814 LL 1.L 1 91/£1 I 8 I or LZ/L 11 1 18/9 11 1 I u111 191/91. P/1_L- w I ZL 1 9/9 11 f z6 1 PtCTREVISED Florida Armco= No ,./ -, '2 ► ■ • • O.C. • 1 ZL 17z7 Z6 01 EIS 6 Z/1 8 1 Z ■ I LZJL _ Z6J 91 /191 4/1 8 Z1 1 I 4 /18 91/1. 9 I w L 1 oR 1 91/11 LL 1 zit aal 1 it ] 1 a6 1 I Z/1 9 1 811E 6 1 [Z/1. OL 9LS 6 1 Z6 1 91/£ 6 1 m Lbn 9] 1 9/£ 6 I L1 1 Z1 11 m 1 9/s 9 I 91/1 9 [Z/1. t J I z V1. 11. 81S 9 4/t 91/18 Z4 1 Z1 V. AN ? OR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: °Y , MAX. ON- CENTER (O.C.) "X" AND "Y' DIMENSION FROM TABLE 4 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2' FROM CORNERS � 1 4 l tax. P.E. L. PE 030712 Strudunil 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: 1 °X° DIM. -- -�I FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112° FROM ANY CORNER. Rawl* Des Redittox Vtatbb Beater ANCHORAGE, CONCRETE SUBSTRATE 74 ' PICTURE WINDOW IMPACT Raeeay FX tide 41457 RovisMc 5 NEW SHEET ,mo woor�nve a R. Sal Rimier eae Ram vo. IRO F x ceaee we NOXaat73 FC 8 74 F 1 N�I' 2 d 12 I 42893 I B • • • • • • • • • • • • • • •• • • • • •• • • • • • • • •• • • • • • • ••• • •••• • • •••• Opening width (in) height (m) Area (E Area used in calc. GCp (Positive, 4845) GCp (negative, 4) GCp (negative, 5) P positive P negative P Positive P negative Wi dovo PW 94.0 48.0 313 20.0 0.95 -1.05 -1.31 45.0 -49.0 45.0 -59.0 4 1 t f Component and Cladding Pressures, Wag and/or Window components in accordance with ASCE 7-05 w/ mean roof height < 60 ft Model Client Location Date Calculated by kitchen 39.0 37.0 38.4 40.0 9.9 123 10.0 1.00 -1.10 10.0 1.00 -1.10 -1.40 47.0 -51.0 -1.40 47.0 -51.0 47.0 -63.0 47.0 -63.0 Wind Loads based on ASCE 7-05. method 2, analytical pmce+hue. V (mph) Building Categaay Exposure Length of Building (ft) Width of Building (6t) 5i Mean Roof height (ft) 15 4h (P GCpi al a2 a3 a caseoteot Ex Rd Rat pitch of roof them Rotondo Residence 1nSite Design Miami Shores, fl 01/15/10 Gary MeDougle, PE 56214 For theta < 10 dew the GCp values have been reduced by 1 37.0 146 1.0 11 C 80 0.85 0.85 1 3112 14.0 degrees 1.0 3937 0.18 5.10 8.00 6 5.10 38.0 9.8 Wind speed fig 6.16, pg 35 Importance Factor, page 77 Table 1-1 pg 3 6.5.6.6, page 25-26 Table 63, nine 2, pg 79 Table 6.6 pg 80 63.7.1. page 26 14.0 degrees 10.0 1.00 -1.10 Reduction factor for slope aloof Velocity Wind Pressure @ mean roof height -0.18 0.55 -0.55 See Table 6-7 pg 62 10% of width 1 10% of width 2 0.4dmean roof ]eight End Zone Marmite P: g -GCp -1.40 47.0 qty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite 020 Boynton Beach, FL 334326 R. CA # 009217 -51.0 47.0 -63.0 E E EXISTING KITCHEN CLG. HEIGHT SI-2 \ / EXISTING \ \ BEDROOM T \ / \ / \ \ / ` \ / \ / \ \ - EXISTING DRESSIGN ROOM 1 J B NG EXISTING CL 4 EXISTING FINISHED FLOOR (4421 NG.V1 1+1421' NrG,VD.) NO REVISIONS OR REMODELING TO EXISTING RESIDENCE EXCEPT AT KITC+E?N EXISTING PORCH DEN EXISTING -LIVING ROOM- •■s EXISTING STEPS TO REMAIN VEESTIIBU EXISTING LMNG PORCH Ea - -J / EXISTING GARAGE \ 6,T % U \vi 3 L) mob-- 8 r2.= I� 9(40' ) 'ft l'isoarc Siiizbete.1 ,L ir o& - .I l 0 t vIr C-„, s',frAT tom' - 0 1, 3* 3 6 r � 0 - • •••••• •••• ■ • hr •• 6714111-11 SUBJECT 1-0 C WI TA•A FEDEF, • • •••••• • • • S IATL F'„ CC-UN ••••• •.••• ••••• �Y HULE, IRW I r• • • • • • • • • •••••• • • • • • II • • • • •••• • • • • •• •• • / NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 10,3 55 -ft '34 . TAX FOLIO NO. ' `'371 (D o2' c>2.1 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: -- Print Owner's Name r , Sworn to and subscribed before me this 1 day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 111111111 111111111111111111 1111111111.1111111 CFN 2010R04-54905 OR Bk 27344 Ps 3395; (1Ps) RECORDED 07/07/2010 15 :12:28 HARVEY RUVIN, CLERK OF COURT MIAtli -DADS COUNTY, FLORIDA LAST PAGE STATE 0 FLORIDA, COUNTY 'Ei: ° OF DE i HEREBY '" -71 11 '1 i F: s y THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the followinginforr mBorg * + !CcLf k..rr is provided in this Notice of Commencement. e7 ras.C. _ _ 1. Legal description of property and street/address: 't2O q OD ,ST. (leer itA(q t fre I 'R - • 3 313ir- a 5 13 Pp -o.cf )13 za 34 0 o 2. Description of improvement: t .' nat./ -( p rnovt c 3. Owner(s) name and address: V mil_ . et4U11 c . _ q2_0. AJI 1t]!7 rT _ 1 abet. S}4oiZ FL 3 3/ 3 5 Interest in property: OW 1e2- Name and address of fee simple titleholder. t L— (•'O 1e- z41`i>k L' t) Q- i nfi q-2.0 Pc 100 sue-6- dh l:_,n t 8 r -AL_ 33('3 4. Contractor's name and address: AM ILt/1.A 6'01 S 8 r n -mi PL 33c6 5. Surety: (Payment bond requ' ed by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following persbh(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expire , date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a • ,-,74 : s specified) / O /,3i /jam tpry" Prepared by Jh 6 l Fi..) S Address: 43 ' 1 St..i ZZ S '� ✓1(4, " r / PL S 31STf Inspection Number: INSP - 143081 Permit Number: WS -5 -10 -834 Scheduled Inspection Date: July 22, 2010 Inspector: Bruhn, Norman Owner: ROTUNDO, MICHAEL AND KATHLEEN Job Address: 920 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: B M OF SOUTH FLORIDA LLC Building Department Comments July 21, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060340210 Phone: (786)2564058 WINDOW REPLACEMENT IN BREAKFAST AREA Passed o i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc_ Page 4 of 17