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WS-15-277Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227863 Permit Number: WS -2-15-277 Inspection Date: April 17, 2015 Permit Type: Windows/ Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MEDIA, CAROLINS Work Classification: Window/Door Replacement Job Address: 275 NW 111 Street Miami Shores, FL 33168-3301 Phone Number (305)490-0957 Parcel Number 1121360010710 Project: <NONE> Contractor: HOME OWNER Ruildina Danartmant Cemmpnts REPLACE 16 WINDOWS AND REPLACE 3 DOORS Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 April 17, 2015 Page 1 of 1 BUILDING PERMIT APPLICATION Miami Shores Village FEB 0 6 015 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2013 Master Permit No. WS 1 s ®2 � Sub Permit No. jjjBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F7 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:�� /V I I Saf City: Miami Shores County: Miami Dade Zip: 3 3111�3k Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: �-� ; Flood Zone: BFE: / FIFE: OWNER: Name (Fee Simple Titleholder): tO� f�Lt i-6 ML 9 Q o' Phone#: Address: 7� /�/ I I � -kaft- / City: �(R `'Y7 f shyles State: Zip: 33166 Tenant/Le ee Name: Phone#: Email: L 0 ma ar to 600il CONTRACTOR: Company Name: ot'i ^k1 -1z Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ (1,994 4 21a Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Lp Repair/Replace ❑ Demolition Description of Work: R� l�e� I� W l,noco-%S a inn- rento co— 3 ,OOOe-5 Specify color of color thru tile: n� Submittal Fee $ Permit Fee $2-') � . CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ ✓ TOTAL FEE NOW DUE $ nG • / 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature slid- 'y Signature The foregoing instrument was acknowledged before me this day of 20 -LS by CA 0'1� 0' who is personally known to me or who has produced 4—t -- identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: k�k�k�kk�kk*tle*{eke*��**kk+k# APPROVED BY (Revised02/24/2014) IA - d N H : U— =4n .: d '�W : O= moi. Qui.'•. � _. :'��J [d0L11>i 7tyLei I The foregoing instrument was acknowledged before me this day of 20 by as me or who has produced , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as IIe e[ale ek>)e qe ye>)e ge ek M 8e NeNeek Meek ek ek Beek ekek ek ek Neck Kak ek ek ek ffi Meek Ne ek e[eek Hak ek�k& ffi ek& ek ek ek+k ekffi ek ek ekffi ep ge�egeyak �k Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT I"I NAME:LI�� `fly" DATE: ADDRESS: a15 N W qtnmi 56ws Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial OM 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts, o, H Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. FF pp Initial �!"1 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial ON 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htta://Www.myfoddalicense.com/dbpr/aro/cilbfindex.html Initial 01" 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial O'H 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. DA A a Initial 11— Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this L -i day of, 20 IS ✓'tC{Jl.l N.± who was personally known to me or who has ��utngl�,i . Produced there License or i antlficatlr�.,, Y • r 1a.y� - Ni.��r OWNER 7 u'r �"'`� o,,' . � y �� ,� H Sal wp qo. 4 1 \A1 -dm —dt *Qfy-tqj ?1-ohbh-tj gg "I'l -41Z ",lite 09 aAeDI-4'.AJ5 Piellh 21,5 aJ Kf 1) 1 54 - AAior)li 9ho-m-c r/35/49 REC RPIED, FEB 2 0 2015 BY: MimiShorps Village APPROVED DY DATE n- 7. PT Fn COMPUANGF: \n,IITH ALL FEDERAL Fi(!l F-, AM nFOUI-ATIONS Iq 34 -43LNS -012- ?I 0.41140-R3 wf- 40®y -5�. I RAMMSENGINEERING y INC. I<d-.85 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010. Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7.-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MI H WIND ZONE Interior Zone (4 -. Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone . ... • • • CATEGORY 2 Height Maximum 10 -1.10 Effective Wind Area (or, Trii utary Area in Square Feet 20 30 40 50 .-1.05 -1.02 -0.99 -0.98 60 -0.96 15 -43.8 -42;0 -40.9 -40.2 -39.6 -39.1 20 -46.4 44.4 .-43.3 -42.5 -41.9 -41.47 25 -48.4 -46.4 -45.2 -44.4.. -43.8 -43,2 30 -50.5' -48.4 -47.2 -46.3 45.6 -45.1. 40 -53.6 -51.4 -50-1. -49.1 =48.4 -47.8-- 47.8'50 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 1 • -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Area in Square Feet 10 20 30- 40 50 60 -1:40 �. -1.29• '-1.23 -1.19 -1.15 -1.13 ;1.5 -54.1 -50.4 -48.3 -46.8 -45.6 .-44.7. 20. -57.2 X53.4.. -51.1 -49.5 -48.3 47.3 ` 25 -59.8 -55:8 '-53. -51.7 :. -50.4 -49.4 30 -62.3 -58.1 -55.7 `-53.9 -52.6 , '-51.5 40 -66.1 -61.7 -59.1 "-57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57. than 4% of leasfi horizontal dimension or 3 ft. (h = mean roof height ' feR NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT OOFS: a 60 -71.9 -67.0 -64.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or .4 h, 'whichever is s,. �L14k but not less ° � S MIAMI•DADE WIIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nv%vw.nflam1dade.gov/econoniy Lawson Industries, Inc. - 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the. use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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 perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 113200" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Gaawment Window", sheets 1 through 7 of 7, dated 07/27/08, with revision B dated 02/26/14, prega,e d by * • • • • * • • • • .. manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade Runty Pro f %t Cpntrol •, revision stamp with the Notice of Acceptance number and expiration date by the M1tiflt T1ade CbuuV • • • • • • Product Control Section. 699098 • ...... .... .... . . SSILE IMPACT RATING: Large Missile Impact Resistant • .. .... ..... LABELING: Each unit shall bear a permanent label with the manufacturer's Pta�..•Or log9" C*, state,1 • • • model/series, and following statement: "Miaruii-Dade County Product Control Apkioved unless otlierlvise note herein. .0:0: 6409:0 ••• RENEWAL of this NOA shall be considered after a renewal application has been filed and tf ere fins bee* . no change in the applicable building code negatively affecting the performance of &4roduct. ; •; :0000: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 12-0127.21 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by. Manuel Perez, P.E. Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2.- Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision B dated 02/26/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X bonfiguration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI-08-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI-08-2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. ,,,, (Submitted under NOA #08-1020.08) 0 • . . .... ...... 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201'94' :'. '. •, 2) Cyclic Wind Pressure Loading per FBC, T4XIM-94 •"' along with marked -up drawings and installation diagram of a sadas3200 ou"wing aluminum casement window, X configuration, w/5/16" ann. lam? glass w/IVB• ` • • • • laminate by Solutia, Test Report No. HETI-08-2100, dated 070/1=1108, signe'd'1fid ""' • sealed by Candido F. Font, P.E. ""°• (Submitted under NOA #08-1020.08) ,,,•;• 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2.1- ��•"' ...... 2) Cyclic Wind Pressure Loading per FBC, TAV203-94 .' : •: • along with marked -up drawings and installation diagram of a series 3200 ouhwing aluminum casement window, X configuration, w/5/16" HS Jami glass w/PVB laminate by Sohitia, Test Report No. HETI-08 2101, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outs -wing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2102A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted ander NOA #08-1020.08) Manu rez, P.E. Product Con rol xaminer NOA No. 13-1217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowngmq 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-210213, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass -vv/SGP laminate by DuPont, Test Report No. HETI-08-2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-I020.08) 8. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under.NOA #081020.08) 9: Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS0202-94 along with marked -up drawings and installation diagram of a jerigaQ200 ont"4ng aluminum casement window, XX configuration, w/5/16" HS laM glass Y43Cjr. laminate by DuPont, Test Report No. HETI-08-2103A, dated'J'Ofh 108, signgd and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1= 08) .... 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 001� '••••' 2) Cyclic Wind Pressure Loading per FBC, TA13 2M-94 . • •; •. along with marked -up drawings and installation diagram of a §gg.jj�200 oUpIng aluminum casement window, XX configuration, w/5/16" HS tMI glass wtSGv laminate by DuPont, Test Report No. HETI-08-210313, dateda.07/jCJ08, sgNT and sealed by Candido F. Font, P.E. (Sub»:itted under NOA #08-.1712Q.V 8) . • ; • 11. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) E-2 0000.. .ease. • •0660• 0009• 0000. • .66•.9 •••0•• daces• Manuel Per E. Product Control E -an ' cr NOA No- 13-1217.22 Expiration Date: March 04, 2019 -Approval Date: March 06, 2014 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTiNoED) 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 13. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBG, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2106, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 14. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/7/16" arm, lami glass 4M laminate by Solutia, Test Report No. HETI-08-2125, dated 41187(f8, sigpFd 4nd sealed by Candido F. Font, P.E. (SubrYtitted tarderNOA #081020.08) : '..' 15. Test reports on: 1) Uniform Static Air Pressure Test, LoadingperFBC TAS 202-94 along with marked -up, drawings and installation diagram of asWVs.3200JdfsWng aluminum casement window; OX configuration, w/5/16" HS I a a 0 glass w%A�? laminate by DuPont, Test Report No. HETI-08-2131A, dated 07110/08, fig&&and sealed by Candido F. Font, P.E. (Submitted under NOA #08-.181018) - 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 :666:. 2) Cyclic Wind Pressure Loading per FBC,1;��413-94 * . .. along with marked -up drawings and installation diagram of a series 32001out's4ing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-082131B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted underNOA #081020.08) 0000.. 0000.. .0000. ..... . 0000. 0000.. 6 .0000. .6000. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04. Manuel E. -I E. Product Contro uer NOA No.1'1.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No, 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Calor GIass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by.Thomas J. Sotos, P.E. (Submitted under previous NOA No. 12-012Z21) 2. Statement letter of no financial interest, dated October 1, 2008, signed at4 s=1;d by Thomas J. Sotos, P.E. • • • • • • 0000:0 (Submitted under NOA No. 08-1020.08) ' ...... . .. ...... G. OTHERS •••••• • .... .... . . 1. Notice of Acceptance No. 12-0127.21, issued to Lawson Industries*Inc. fchaftir • •; • •. Series 3200 Outswing Aluminum Casement Window — L.M.P. *J j�kved An' • and expiring on 03/04/14. • • • • •••••• Manuel Pqe"; isF Product Control 'xami NOA No. 13- .22 Expiration Date: March 04, 2019 E Approval Date: March 06, 2014 =4 ANCHORS+ (A) 3 AT FRAME HEAD (C) 3 AT FRAME SILL (D) 5 AT EA. FRAME J EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL "X" ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) ANCHOR CLUSTER ANCHORS, SEE DETAIL 64 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C> 6 AT FRAME SILL (FRAME SILL TYPICAL) (D) 4 AT EA FRAME JAMB; 6' (MAx.) Al' A E CORN RS) � I LIE fi AlIt I / M- D.LO., lh ...._......_._.._ ..... i n ! 30 5 8" C ff .MOX: •6T 0. Yf dUl .' ....... "X" ELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) ANCHOR CLUSTER ANCHORS, SEE DETAIL 64 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C> 6 AT FRAME SILL (FRAME SILL TYPICAL) (D) 4 AT EA FRAME JAMB; 6' (MAx.) Al' A E CORN RS) WINDOW FRAME WIDTH "XO" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 6 OF 7) ANCHOR CLUSTER ANCHORS, SEE DETAIL N4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C> 6 AT FRAME SILL (FRAME SILL TYPICAL) CD) 4 AT rA. roA1Ar —al �� /-\ C38)\ W yp. J o D. I LIE fi AlIt i ...._......_._.._ ..... i n ! 30 5 8" .MOX: •6T 0. Yf dUl .' ....... o ' mid-apoltn� (tAAX•) B 6 p�Ac4 74' ' _ 25' O MAX. ...... it.- At I3 jj ............ it (wian4"r 25" O.C. (UAX.)- 74 WINDOW FRAME WIDTH "XO" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 6 OF 7) ANCHOR CLUSTER ANCHORS, SEE DETAIL N4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C> 6 AT FRAME SILL (FRAME SILL TYPICAL) CD) 4 AT rA. roA1Ar —al �� /-\ C38)\ W yp. J o D. _._...._...�'._.._...p:_}.j.�'� ro y n i _._=:fxoi�'-T>�♦O. tYjf'�tfi cs Bracket 8" from end. of o0 Fl ed (tAAX•) B 6 p�Ac4 74' ' _ 25' O MAX. OYPICAL c"oRT Q rO WIIXIIUW FRAME WIDTH ' "XX" ELEVATION EXT. 6 INT. FALSE COLONIAL (LIMITED TO LOADS ON SHEET 6 OF 7) l`U saNS,,ARr APPLIED AND ARE W/ AVAILABLE AS OPTIONAL. SERIES -3200 OUTSWING CASEMENT I.IPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIR'M=NTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98, THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. & TO HE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET ff3 FOR BILL OF MATERIALS AND DETAILS. • • 6.) SEE SHEET 85 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR • MAX. DESIGN PRESSURES. • 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 82 FOR DETAIL & NOTES)• • 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.6.4 AND/OR SECTION 23262 • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/6", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 612 SMS OR WD. SCREWS INTO WOOD, OR t/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ••• • • • • • •• • •• • • • • • .0:1 • 9.) WIT. EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILIC01 • • • • • 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOiP FRAME • • AND TO BE LOCATED WITHIN A +/- 1/2' TOLERANCE. • • • TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. • • • • • �: 11.) SEE SHEET N9 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE B. Re. at and Reek r :.fes • �.' '•- `.!' • °'",.,' N. ERAZ N. ERAZO • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISED gala the Fie,(& LA 7 9 S O i • 8501 N.W. FLORIDA 33166 INDVSTI52I S, INC. PH No. (305) 696-8660 NANUF4CNRSR OF OUALf7Y ALON/NON N/NDOYS AND C4/SS ODORS ,m Cie Pori Cim" Aced Ca4o•un..a.,— Series: 3200 Outswing Impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) 1 OF? PERIM. CAULKING BY OTHERS INTERIOR -GLASS /ALL P.T. WOOD BUCKS 15/32' I/4' TAPCONS W/ EDGE 1 1/4' MIN. CONC. DE ST EMBEDMENT 0:; .. (MIN. EMBED.) METAL LATH .,�.1 ,:`+•. �'+. v & STUCCO t. . •:.' 50 STUCCO-,",•'I'i•• °' i .:(T(• '- ° (BY OTHERS) i?, o., •; •. •- °,p BY OTHERS I (TYP.) ANCHORED TO CONC. Al 15 f l TO BE P.T. (TYP.) PERIM. CAULKING BY OTHERS INTERIOR -GLASS /ALL P.T. WOOD BUCKS t 5/32• ENGINEERED SEPARATELY & TO BE REVIEWED j' EDGE I DIsiANCE BLDG. OFFICIAL <TYP. _ •,1•. 0 ' 1 1/4• 0:; .. (MIN. EMBED.) METAL LATH .,�.1 ,:`+•. �'+. v & STUCCO • (BY OTHERS) 1'7:4::`x: •:.' 50 1/4' MAX. ,':v yl•'2 �i ••z. `•:' °' i F SHIM SPACE 47 1 1/4' EXTERIOR GRADE 50 PERIMETER CAULKING 2X WOOD BUCK BY OTHERS I (TYP.) ANCHORED TO CONC. Al 15 f l EXT. GRADE j't y PERIM. CAULKING (TYP.) STUCCO— (By TUCCO •!•_s...•ri .V... •>.x, 24 °711MI.r. (BY OTHERS)..44 3/4' E • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCI EE NOTE: ANCHORS TO BE 812. SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO COW., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) I (MIN. EXTERIOR / SHIN X EXT. GRADE v PERIM. CAULKING (TYP. N 14 S.M.S. or WD. SCREW W/ 11/4' MIN. WOOD EMBED STUCCO----, (BY OTHERS) 1 _2X WOOD DUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP. INTERIOR • • :d..t_��. • i A • • • • • ..._ ._. _...7••' 000 • 1 PRODUCT REVISED , v ,scolnplying%gthIh6&lji*D Building Coe 0 ' Is, 0:; �'+. Mmt{oa.., uni AdeP • & TO BE REVIEWED ' DATE - v � 1 5/32' , v ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED ' '�• r i• . 43 BLDG. OFFICIAL (TYP. 47 1 1/4' 50 (MIM. EMBED. 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYP.) . _1 1/4' MAX. I HIM SPACE BUCK (TYP•)1 ij4' EXT. GRADE-/`•� �• EMBED.) PERIM. CAULKING (TYP.) 44 IX or 2X P.T. WD. BUCK 2 33/4g' 7E -MI DDIISTApN•I�E npFj r/ 2010 FBC L /11 Iljg/ ti� p q T 1lJ113 70/Vp/ F.`"J! nRLO➢ 1 �V/ 8507 N.W. 90 5T. B. R.—I arW Recision 1v short 5 & e W 7 MEDLEY, FLORIDA 33188 '0 •••' i *. VSTRIE C. PH No. (308) 696-8660 • • ,,;• MANUPAVrURSR OF QUAUrr ALUMINUM MFNDOMS AND CUSS ODORS NOA • : �;,'� Ornv Cfaee Fart Clore lYaA Celeyeryr Sot /Model Rem R•lenue At FaMsten !+ • : ,• — • Reoam Ow Lab Drownr Y YFMMDDW 08-01 •. '' '•> • N. ERA20 ov8Y/oe Series: 3200 Outswing Impact Casement Window VERTICAL CROSS-SECTIONS, DETAILS & NOTES �''�( �4�' RMrtan Lewe 3mter Aedael RI/�reM1 F,m,Fee 4Y• B casEMENr3zoo-o6noA-O/L3200-0801 an•rA 8 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8v, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONQ FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES FOR GUANTETIES REQUIRED) STUCCO (BY OTHERS) —P.T WOOD BUCKNOTBY LAWSON IND. MUST SUSTAIN IMPOSED LOADS I14' HU. .;._I42 SHIX SPRCE PERIMETER CAULKING a Q EXTERIOR INTERIOR O HVISHD 1)61 1 (2)6) 6 Is mtkdw %v10 IIX:Fraridn Y-- ALL WOOD BUCKS 'Wilding Code 32 Accc dwce No I t P ENGINEERED SEPARATELY F Z2 P iration Dale •• ••• • • • • •• ,''4y & TO BE REVIEWED (( a�rr%d lir • • • • • BLDG. OFFICIAL (TYP.) IIy� 1 • 31 • • • • • • • • MiAmi JAdc Prodaet Dkol • • • • • ,•.rc�;e, �_, • •• ••• • • • • • • • a ,. PROFESSIOP( L F C' 85245 `. ' @@ ♦ • • ' r' �• •: ,.,&•s.. I AA. Revised to Comply ./ 2010 FDC 8501 N.W. 90 ST. .LA WSO = S MEDLEY, FLORIDA 33166 C, PH No. (305) 698-8660 MANUPACFURER OF QUALIFY ADY/IINUM WINDOWS AND ODDS DOORS IL Roft" dna Rev'uton to Sheet 5 & 6 of 7 D,ew Clvq PW a.. -d PhHpoetP Sr Re �dr4 RNva h Hem R%inner /r M NOA A99E06 LYm LCMOA 08-01 • • • • • • • • • 000 • 1 • 1 • • i'-• = • .+ •`• :., •.: �.:;'!' 'JI', o,nw, ovlr D,vev,e• N. ERAZO 67/27/68 Series: 3200 Outswin Impact Casement Window g HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES Rewe A}rt rarer e.«ere. N. ERAZO 02/2D/H jr" .•� ;. •..` r' DATE • •_„Jl..•''',O Aw41en Ltveb Seo4r 8 Pimvrl Rr/ r Avmbt DnvAnD 4'emMn SAeeG as0AEH132o6-6aROA-61 L3200-0801 0 of 7 • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 41 1 X HANDLE LOCKING HANDLE BACK PLATE 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4a PH SMS 44 SEE ELEVATION FRAME SILL CUP SCREWS ®12 X 1 1/2e PH SMS 45 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 LD -164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3a L.) 48 L-3009 1.I1-159 AS REOD. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW 88 x 1 1/4a FH./PHIL. SDS EXT. GRADE BACK BEDDING 50 B X POST IN -POST ASSEMBLY SCREWS 010 X 1 1/4a PH SMS TO BE APPLIED BEHIND S1 DC -899 AS REOD. GLAZING SEALANT — SILICONE WINDOW FLANGE BY INSTALLER (TYP.) ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY FACE CAULK BUCK (TYP.) 8 TO BE REVIEWED BY OTHERS <TYPJ — — BLDG. OFFICIAL (TYP.) R 12 S.M.S. or WD. SCREW W/ 1 1/4- MIN. WOOD EMBED Q' WINDOW FRAME •i: •=" EXT. GRADE PERIMETER p CAULKING NOT BY •'•.'••• 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) STUCCO OR EXTERIOR FINISH OBY OTHERS (TYP.) FRAME PERIM=R CAULK DETAIL SUBSTRATE+ CONCRETE OR P.T. WOOD Lis 4' MAX SHIM 114;ED ) 1 EXT. GRADE BACK BEDDII TO BE APPLIED BEHIND" WINDOW FLANGE BY INSTALLER CTYP.) EXTERIOR GRADE PERIMETER CAULKING BY OTHERS CTYPJ SHEATHING (BY OTHERS) OWOOD FRAME INSTALLATION DETAIL PRODUCTREVLSED SEE MULLION APPROVALS FOR RstotnPhl"llrAththe igotld0 MULLION TYPE, SIZE AND MAX. DOildhig Code DESIGN PRESSURE LIMITATIONS. Atttpl--No / Q '� Er. kallon Dale ZO THE LOWER PRESSVFKS 40 • • � � • FIXED, CASEMENT•WINDOW. OR t�Y MULLION SHALL (lOVERN. • Llydolj�odlylCgylrQl•as 000 MC / 86226 -g 12 S.M.S. X 1 1/4- L. .: �; •d,! -,t ..a. SEE ELEV. FOR SPACING - -• if B1 5/32' SEALANT WMDOW FRAME • • DIST�RNCE 3A • • • • Y, ;ta ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL DATE_;�Jt/ • I'+i41't' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO.. at.. ed to Co v/ 2010 FOC 8501 N.W. 90 ST. —1and RO•tebn to eeeet 6 & 6 of 7 L A Y Y 1 9 (• FLORIDA 38166 �V S I C PH PH NONo.. (JOS) 698-8880 RAROFAC7vRSR OF QDALITr AUWfRON WINDOWS AND CL1$$ DOOR$ Dram cf.. Pmt times Aod NttSerlp Sesr /Xede4 /tem Rr/met• p Rwlrten p A59EUM vMMOIN 3200 LCNOA OB -01 fw N. ERA20/66 Series: 3200 Outswing Impact Casement Window DWR I& N. ERAZO Dao 08/20/14 BILL OF MATERIALS LIST AND DETAILS ttae0 B sea4, Ptadvet Rv"� JENT-o8N0A-ol �D R�b't L.3200-0801 1s�•b 4 OF 7 LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM fi DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 1 L-3001 LR -118 1 FRAME HEAD 6063—T6 ALUMINUM 2 L-3002 UI -115 1 _FiAMC SILL 6063-16 ALUMINUM 3 L-3002 LII -115 2 FRAME JAMB—HINGE SIDE _ 6063—T6 ALUMINUM 4 L-3002 UI -115 2 FRAME JAMB—LATCH SIDE 6063-16 ALUMINUM 5 L-3004 LB -119 -2 VENT TOP RAIL 6063—T6 ALUMINUM 6 L-3004 LII=119 2 VENT BOTTOM RAIL 6063—T6 ALUMINUM 7 L-3004 LII -119 2 VENT SIDE RAIL—HINGE SIDE 6063—T6 ALUMINUM 8 L-3004 Ln -119 2 VENT SIDE RAIL—LATCH SIDE 6063—T6 ALUMINUM 9 L-3003 1.II-116 AS REO'D. IN—POST 6063-76 ALUMINUM 10 L-3006 Ln -111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063—T6 ALUMINUM (3" L.) 11 L-3005 UI -113 AS REO'D. FIXED LITE MOUNTING BRACKET 6063-76 ALUMINUM (3a L) 12 L-3010 U1-7708 AS REOD. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM 13 L-7531 L-7531 AS REOD. GLAZING BEAD BULB VINYL PVC VINYL 14 SM -5731 AS REDO. GLAZING SEALANT - SILICONE 15 L-3012 U-110 AS REOD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL - 16 L-3011 LII -133 AS REO -D.- .GLAZING BEAD 11/I6• LAM./INSUL 6063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME - 18 L-3013 8 CORNER KEY PER VENT 19 L-3013 4 X POST CORNER KEY PER IN -POST 20 8 FRAME ASSEMBLY SCREWS 510 X 1a PH SMS 21 8 VENT 04SEMBLY SCREWS #10 X 1 1/4' PH SMS 22 2 X VENT 4 BAR 90' HINGES - STD. & H.D. 23 2 X VENT 4 BAR 45' HINGES - STD. & H.D. 24 AS REOD. HINGE MOUNTING SCREWS ®10 X 1/2" P.H./PHIL. B 25 1 X VENT VENT OPERATOR - DUAL or SINGLE 26 4/ OPER. OPERATOR MOUNTING SCREWS 810'X 3/4' F.H./PHIL SDS 27 1/ OPER. STAINLESS STEEL "C' TRACK 28 2/ TRACK TRACK MOUNTING SCREWS 88 X 1/2" F.H./PHO.. SOS 29 1/ OPERATOR STUD BRACKET CONNECTOR 30 2/ BRACKET STUD BRACKET SCREWS Q8 X 1/2a F.H./PHIL. SDS 31 1/ VENT LOCKING HANDLE 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8- PH MS 33 1/ VENT I LOCKING MULTI—POINT BAR 34 1 X LOCK POINT I TIE BAR NYLON GUIDES 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS S8 X 1a PH./PHIL B 36 1/ LOCK KEEPER (ST. STEEL) 37 2/ KEEPER KEEPER MOUNTING SCREWS 38 L-3014 12/ 4 SNUBBER 6063—T5 ALUMINUM 39 1 1 SNUBBER SNUBBER INSTALLATION SCREWS #8 X 1/2' PH SMS NO.. at.. ed to Co v/ 2010 FOC 8501 N.W. 90 ST. —1and RO•tebn to eeeet 6 & 6 of 7 L A Y Y 1 9 (• FLORIDA 38166 �V S I C PH PH NONo.. (JOS) 698-8880 RAROFAC7vRSR OF QDALITr AUWfRON WINDOWS AND CL1$$ DOOR$ Dram cf.. Pmt times Aod NttSerlp Sesr /Xede4 /tem Rr/met• p Rwlrten p A59EUM vMMOIN 3200 LCNOA OB -01 fw N. ERA20/66 Series: 3200 Outswing Impact Casement Window DWR I& N. ERAZO Dao 08/20/14 BILL OF MATERIALS LIST AND DETAILS ttae0 B sea4, Ptadvet Rv"� JENT-o8N0A-ol �D R�b't L.3200-0801 1s�•b 4 OF 7 6 18 LAMINATED GLASS CObSPOSITION - TYPE A 12 ITEM DESCRIPTION DETAIL I 1/e• ANNEALED GLASS 2 0-090' PVB INTCRLAYER ,,,��Nggg Botacite PVR by e 13 ufeNT or 7 sonex PVB by Cast- Chenkel Co. 1 3 I/9' ANNEALED GLASS ( ----- Flange Frame Window Glazed with 3200 Impact Casement Window Glass'Type "A" Glass Type "B" Glass Type "C" Glass Type "DPGlass'fAx"e, Confi Uration:"V 5116"Annealed Gass 5116"HS.Qaes•PVB 6/16"HS.GassSGp 7116"AnllealedQass"Anneala aass Size Wldth Height Anchors DP(+) DP(-) UP(+) DP(-) pp(+) DP(•) DP(+) Dp()(*) ppb_) . code (in) lint Haad/SIII JamB r.4 ewf KF s _� s _s 6 18" LAMINATED GLASS COMPOSITION - TYPEB 14 W 14 19.125 50.825 2 4 58.1 ITER DESCRIPTION DETAIL 9/16 ly 16 19.125 63 2 5 59.1 1 I/11- HEAT-STRENGHTENED GLASS �"' GLA ING SITE N 16 19.125 74.25 2 5 59.i 2 0A9O• PVR INTERLAYER° 5/18" laminated H32 285 28 3 2 59.1 Soflex PVR ro by Costnon cbe.al co. aSp, H33 26.5 38.375 3 3 59.1 3 VW FIEAT-STRENGITENED GLASS 48 0H34 28.5 50.625 3 4 69.1 6 18 LAMINATED CLASS COMPOSITION -TYPE 'C H36 26.5 63 3 5 59.1 13 O H38 26,5 74.25 3 5 59.1 ITEM DESCRIPTION DETAIL (� 22 37 26 3 2 69.4 1 1/B' NEAT-STRNGHTENEO GLASS _ 2 OAW INTCRLAYER _ - = 23 37 38.375 3 3 59.( sentryaoss Intorloyer by DuPont- _ 24 37 50.625 3 4 59.( GLA 3 1/r HEAT-STRENGHIN SS ---_.- - 26 37 63 3 5 59.( 26 37 74.25 3 5 59.( 14 2020 24 24 2 2 59.1 9/16 2030 24 36 2 3 _.59.( 7 BITE 18 LAMINATED GLASS COMPOSITION -TYPE D GLA ING 2040. 24 48 2 4 59.( ry 16" Laminated + 2050 .- 24 60 2 5 5M ITEM DESCRIPTION � � DETAIL / 1 3/16• ANNEALED Ia.ASS 'Mr 2060 24 72 2 5 59.0 2 DA90' PVR INTERLAYER ° 3er� 16 13 2620 30 24 3 2 59.0 Saner PVR by Coat- CheNcel Co. T e.ea W 2630 30 38 3 3 59.0 3 3/16• ANNEALED GLASS 1� 2640 30 48 3 4 559.0 0) 2660 30 60 1 3 5 59.0 11 18 LAMINATED GLASS COMPOSITION TYPE E' _ - r 'y__ 2660 30 72 3 5 59.0 ITEM DESCRIPTION DETAIL - --- - 2620 32 24 3 2 58.0 1 1/9' ANNEALED BASS 2830 32 36 3 3 59.0 2 OA90' PVR INTERLAYER _ _ _ ,_� 14 0 2840 32 48 3 4 59.0 sonex PVD by Coot-Cherd..l Co. ,,.• 2 2860 32 80 3 5 59.0 3 1/e' ANNEALED GLASS- /l6 2880 32 72 3 5 69.0 4 V4' INSULATED AIR SPACE - GLA ING BITE 3020 36 24 3 2 59.0 s 1/e' ANNCALED GLASS "-03rD 11/18- Laminated/Inaulated 3030 38 38 3 3 59.0 LAMINATED GLASS TYPES GLAZING OPTION 3050 38 eo 3 s 59.0 DETAILS 3080 36 72 3 s 1 59.0 •• ••• • • • • • •• 820 820 70.0 70.0 73.0 73 0 - -70.0 '70.0 70.0 20 70.0 820 70.0 • •• • • • • ••• • 20 70.0 820 70.0 73.0 • • 000 OM J - reaaA S20 70.0 PRO PRG L.FNGINRER �:)4 WC: / 65228. A RaHaee to Compry P.aao.e a.L....x. Roman 0 Nianeiri -.01 20 I j : - '.• IL Renewol mM Re" 70.0 73.0 70.0 70.0 20. 70.0 820 70.0 73.0 70.0 70.0 820 70.0 S20 70.0 73.0 70.0 70.0 820 ae,000 820 0 73.0 N. ERA21 70.0 820 - ax•wa ay, N. RRA20 70.0 7&0 DATE --''z s 820 70.0 8ZO 70.0 73.0 70.0 70.0 820 70.0 820 70.0 73.0 • • • • • • • • • • 70.0 .70.0 • •• •• • • • •• •• 70.0 win ••• • • • ••• • • k1Lr) 59.0 .LU.0 70.0 sLD 20 ' PRO 70.0 820 820 70.0 70.0 73.0 73 0 - -70.0 '70.0 70.0 20 70.0 820 70.0 73.0 70.0 70.0 20 70.0 820 70.0 73.0 70.0 70.0 1820 70.0 S20 70.0 73.070.0 a.aw P.aao.e a.L....x. Roman 0 Nianeiri -.01 20 70.0 820. 70.0 73.0 70.0 70.0 20. 70.0 820 70.0 73.0 70.0 70.0 820 70.0 S20 70.0 73.0 70.0 70.0 820 70.0 820 70.0 73.0 70.0 70.0 820 70.0 820 70.0 7&0 70.0 70.0 820 70.0 8ZO 70.0 73.0 70.0 70.0 820 70.0 820 70.0 73.0 70.0 70.0 70.0 820 820 70.0 .70.0 820 8211 1 70.0 7n n 73 0 7s n 9 70.0 win PRODIICPRBVIS6D uc plyins%vMtb.Playlda Building CD& Accepifanoo No Q tvupirxlNul Date �/ iy ?.I!.- Dad. Produd Control 2010 FBC LA �/ 1 ®I 8501 N.W. FLORIDA Si. D HO o. (305) 556-51560 o Shed 5 of 7 MANUPACTNRER Of QUALLIY ALUMINUM IONDOSS AND CLASS Dean$ a,ma.Ww PwtCASS neA.atne.n: a«a./rraa.a lamRl h R.wwxlt NOA SEIIaLY L 02-07 oar a.awo 07/27/oB Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS °of "" Da/2a/26//a a.aw P.aao.e a.L....x. Roman 0 Nianeiri -.01 m+ =00-0-80-1-F- cAsc3200-08WA-01 T 15/16" LAMINATED GLASS COMPOSITION - TYPE A IT -DESCRIPTION DETAIL - 1 1/8' ANNEALED GLASS 2 0.090• PVB INTERLAYER Bute lte PVH by DUPONT o - Sarlex PVR by EOstmn Cherkai Ca 0340• 1/e• ANNEALED EALED GLASS 7 IB ` LAMINATED GLASS COMPOSITION. ITEM ' DESCRIPTION _ _ -TYPE DETAIL 12 , ' 1 3/M• ANNEALED GLASS 'tar 13 .tar r- =-� o<60'g 3 3/16• ANNEALED GLASS 7aO 700 S20 70.0 73.0 70.0 70.0 .73.0 70.0 a20 70.0 73.0 14 51 700. 16 LAMINATED GLASS COMPOSITION - TYPE 'D 70.0 DESCRIPTION DETAIL 1/8' HEAT-STRENGHTENED GLASS 9/16 GLA ING BITE 730 0.090• PVE tNTERLATER -_.�- r.' 8/I B" laminated 730 Sorter PVD by Eostnon Che&.% C 03.0•1/0• Q 48 HEAT-STRENGHTENED GLASS g 700 8 18' LAMINATED GLASS COMPOSITION -TYPE C 13 0 70.0 730 U ITEM DHliCRPT10N DETAIL 730 AID 1 1/8' HEAT-S7RENGHTENED GLASS 70.0 73.0 2 OZ90• INTERLAYER - SentryGlass Interlayer by DuPont -{- 3 1/8• HEAT-STRENGHTENED GLASS --_- --= - 14 51 ' /16 m 7 IB ` LAMINATED GLASS COMPOSITION. ITEM ' DESCRIPTION _ _ -TYPE DETAIL " 7/16" laminatedca 16 13 ... , ' 1 3/M• ANNEALED GLASS 'tar -2 0.090' PVB INTERLAYER SaFI_ PVB by Eost- Cherkat Ca .tar r- =-� o<60'g 3 3/16• ANNEALED GLASS Lj 0 11 18 LAMINATED GLASS COMPOSITION TYPE E a 1781( DESORPTION DETAIL 1 Its' ANNEALED CLASS 2 0.090• PVB INTERLAYER SaFLer PVB by Eestmn Ch -1-1 C. ® �,�, 14 51 3 1/B' ANNEALED GLASS /16 4 1/4' INSULATED AIR SPACE -- - _ GLA ING ITE 5 I/B' ANNEALED GLASS aa.T 11/16" Laminated/insulated LAMINATED GLASS TYPES GLAZING OPTION DETAILS 3200 Impact Casement Window Gl, onfigura@on: "XX", "XO' or"Ox' r>t16� 1714 • •• • • • • i••.. • 2 82 8 3 e 4 A ••• • •c • .'.;• DATE_ ••• • • • • ••• • • • • • • • • • • • • a Flange Frame Window Glazed with G1assType"B GiassType"C' GlassType'TY' I GlessType"F' Gass I 6MS"Rr-GasS-FV8 8118"KS.G63s-SGP I 7116"AllwaledGlass I 11!18"AmealedGx 70.0 73.0 70.0 70.0 70.0 70.0 1 730 700 1 620 70.0 1 73.0 70.0 70.0 7aO 700 S20 70.0 73.0 70.0 70.0 .73.0 70.0 a20 70.0 73.0 700 700. 73.0 70.0 820' 70.0 730 70.0 " 70.0 730 70.0 820 70.0 73.0 70.0 700 73.0 70.0 820 70.0 730 700 70.0 730 AID 1320 70.0 73.0 PRODUCT REVISED . c"*tying tvilh the Ftmida Badding Cod -t-1 No 1 E.q+iratian lhea 4iir(� DMint �.&,cnv$L 1 �� 6301 N.W. 90 ST. MEDLEY, FLORIDA 33166 I IV T -T R I WS ON C. PH No. (305) ,698-8860 MANUFAOTURSR OF QUALM ALUMINUM LFINDO!'S AND GLASS DOORS rear LW" Part Cta.a Mod Cattyot7a 3Mer�adNt Inm RU rntt. R R.Wfen rt NOA ASRENRLr vaxDavt aim reuea nA_m Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX -OX -XO" UNITS "''j ENlcasw`�"'3x00-oeNOA-o1 Aa�'D N'""�'�` L3200-0601 sMw a OFT OFRAME HEAD L-3001 6063-T6 ALUMINUM FRAME SILL / JAMB: L-3002 093 0063-T6 ALUMINUM I +.082 x.062 9@FRAME IN -POST RAIL L-3003 6063-T6 ALUMINUM `-1'438 1I .062 R i2 0671 62 I — 5 6 7 A VENT RAIL L-3004 6063=T6 ALUMINUM i 4" d., i VENT RAIL I I j ASSEMBLY SCREWSi 1 22AAS�55 u�AAi LLpp I �3• 2 gg10 X ISI/4;' p.H./PHILY SLfSSCREWS P.H./fF6L. SMI ( i .r 17 I VENT RAIL ---------- to )R CLUSTER 20 zl TYPICAL) _ _.. _------ ---- VENT JAMB FRAME JAMB • -- __. ..--- INPOST ANCHOR DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR. MULL SHALL GOVERN t/4' MAX. SHIM 1/ # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING - _ 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: o.o7a 47 FRAME SHEAR PLATE o.3ao (STEEL OR ALUM. 1/6" MIN. THICK) L-3007 —3 A) STEEL Fy = 36 KSI MIN. 6063-T5 ALUMINUM o. zo B) ALUMINUM : 6063-T5 MIN. 1.231 l.zls ALUMINUM SNUBBER SEALANTER `3� WINDOW FRAME ® L-3014 0.377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL 10 FRAME SILL ANCHOR CWPJrJ4 11 L-3006 FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM .970 L-3006 0 1 0.094 6063—T6 ALUMINUM • • • • • • • • • • • 0.070 • • • • • • • • 2.794 .47$ • • • • • • R,�,• • GLAZINGGLAZING BEAD 0 T RMHm xe., 12 BEAD 16 O GLAZING BEAD :!'ROP 0 e. 80NEel; A R-iand to ce 5/I6" Laminated 11/16" tnsnlated/Laminated 48 9/16' Laminated652e8'�'„' L-3010 or L-9908 ,i,�, Re„ewot one 1 L-3011 or LII -133 L-3009 or LII -159 6063-75 ALUMINUM 6063 -TS ALUMINUM • Y • • Ay • ! r •� 6063•TS•ALUM1►RIM ,•�:.'• • ,, • • 0.801 0.914L0.688 0.801 .0 • • • • t � ,* '•! ,. • : 4 =,� or"wo �688 0 0.050�o.11s o.$88 Ca• •., .r, ti^:,' N. e6 DATE_. • • • • • • • • • • • • • • • • • • ••• • • 0 ••• • 0 FRAME CORNER DETAIL VENT RAIL CORNER DETAIL FRAME IMPOST DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS •RODUCT REVISED O emptying Wilk the Fiarid2 hdlding code A<ceillRnoo Fxtpi..mtionDate 20,E 1415 adept ol. j. A WS of 7 L ® L. v 8501 N. -LOR DA 33166 ND IES THC. PH No. (305) 696-8660 NANI1FACIVARR OF QUAGTr ALUMINUM WINDOWS AND CLASS DOORS tlr<u CAux Pmt Ctmr Prod C"4poryr Se.4 .,U/W.4& It— R lames I, R.As— N N00. ASSEUBLY AiR00N 3200 LCMOA 06-01 roe Series: 3200 Outswing Impact Casement Window (14 EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS Prodvt w.- N",nEen R,a,uey x".,e.., AAuR CAE ENg200-06ROA-01 1.3$00-D601 7 OF 7 MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ era/ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 11SH--7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, tined "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01,/20/12, pregq" ga iy .. • goo manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami--DdUcXotnty P:odu-.t Control .' Revision stamp with the Notice of Acceptance number and expiration date by the Mimi• -Dad® eow ty • • • • * • Product Control Section. **@:a* •**so 0000 • • .6090. MISSILE IMPACT RATING: Large Missile Impact Resistant 6 66660, 6666 6666. LABELING: Each unit shall bear a permanent label with the manufacturer's name�or cij•,•s4 a te, • • • • model/series, and following statement: "Miami -Dade County Product Control ApI tbAti", unleft'otht-rwise •. •, • noted herein. :00:0: • 0 . 6666... RENEWAL of this NOA shall be considered after a renewal application has been filed and th�f6%t been, no change in the applicable building code negatively affecting the performance of'this p;Dduct�.... :" TERMINATION of this NOA will occur after the expiration date or if there has been a revisidn'or bhange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0705.09 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 IY3?1D) Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L77004901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports Mo.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, PKTI-08 '206 IB, • • • •; • HETI48-2061 A, HETI-08-2061 B, HETI-08-2062 A, BETY-08-MZB, '. HETI-08-2063A, HETI-08 2063B, HETI-08-2064A and )JJ-08-104.43, ; ••; dated 03/15/08, all signed and sealed by Candido F. Font, P. E0 0 0 0 * 0 0 0 :" (Submitted under previous NOA No. 08-0825.17) 00600 • • • • *0:900 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-91':0': 000:00 6066' 2) Uniform Static Air Pressure Test, LoadinU"g; pj3C TAA•262-940 • :0 3) Water Resistance Test, per FBC, TAS 202;-94 : 0 0 0000:. 4) Large Missile Impact Test per FBC, TAS X01.--9.4 :0 0 0 6 ; • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94' 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 0 0 along with marked -up drawings and installation diagram of aluminum single hung window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) Manuel PreP.E. Product Control xa iner NOA No. 12- 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01, issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest dated May 28 2009, Signed and s qo l b Thomas J. Sotos, P. E. (Submitted under previous NOA No.1147bS.49j • •' 3. Laboratory compliance letter for Test Reports No. HETI49- 8 •A and H1ET149,-• • • • 2530B, issued by Hurricane Engineering & Testing, Inc., dateci�03702/09, all* signed : .... and sealed by Candido F. Font, P. E.(Suhmitted under NOA NO.A,�9-0705"ft ...,. 4. Laboratory compliance letter for Test Reports No. HET148-+3003-C, HE -11E--08- • •: • •' 2004 A, HETI-08-2060 A, HETI-08 2060 B, HETI-08-200 -A, ETI --D8 2*061B-, • •; • HETI-08-2062A, HETI48-2062 B, HETI-08-2063A, HU'$ t §8-2Q63B= HETI 000000 08-2064A and HETI-08-2064B, issued by Hurricane Engineering & T*thrg, Inc., . dated 03/15/08, all signed and sealed by Candido F. Font, P. )? • •' • • • :"": (Submitted under previous NDA No. 08-08.25.17) • • • 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL--2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 46-0406.48) G. OTHERS 1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their Series "SH -7700 Flange" Aluminum Single Hung Window --- LM.I., approved on 08/18/11 and expiring on 12/27/16. Man el P rui, .E. Product Control Kx.a ner NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-2 INSTALLATION INSTALLATION ANCHORS, 4 MAX AT FRAME HEAD ( 7S FRNAEIPEJAMBStSSEEI SHEET q9> WINDOW FLANGE ANGE�F.ttAME VI07H H 4 MAIL JAMBS NONE PER 'NAME SHEET °9> I WINDOW9r FRAME WIDTH `I 6X. Oz<� NONE PER FRAME SILL SHUT AME DL .O Wid , �'CARMERS 1 1 , ga3 9/16' X10 114- r3 - m gg MAX. ABOVE o °g .� 1 i✓� Wi C� MEETING RAILS Fylo 10 3/i6• __===e=" =ee e. '_ " e=c �p "'> 8 D Moz. b.L.O. M idth 4 a? 11/16" A W B a` 6• MEETING y RAILS n gw (N A " AT V 6'MEETING RAILS 4y Iis > z Sgt Olrl. . 67 M7/8'MAX. BELOW ---- 111• -{�- ?a b' ! MMEE I� PAILL moi' 6 ?� � 10 WINDOW FLANGE FRAME WIDTH %1 IMA% 30.C.r�� 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED IND A14WWKW • • • • • • � f (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 92 FOR DETAIL4& NOTES) • • • • ILL ° PRODUCT REVISED 4i �+ WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FSC CH(�I'ER �4�• •• • • •• " " as tylDgwith the F(M6 co t� SECTION 11.3.3.3. DD(B Coda "8 e 11.) APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE MULLED UNITS. ' g tmt ' "�) �d •w c 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI—DADE QDUN©L VPROVED, 'S WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWisEN•ARE•ACCEPTA$LFy •�� & iNT�iisE�LrpdC IAL C BYy •, BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION•APPROVAL WILL APPLE • of s[N4icaNE�AND ARE / s2a2s• tdtemi P 152 pip®� ...... •' TO THE ENTIRE MULLED SYSTEM. • •• • •• • AOAILlRBLL�AS DPTlDNA� WINDOW BUCK WIDTH 13.) SEE SHEET q 3 FOR MULLION/METAL ATTACHMENT DETAILS &OPTIONS. • • • • • • • • • • EQUAL -.LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MERIft TO BL • • • • {LIMITED To [AADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDC. CODE. O 0 0 Mag! D.L.O.=Width - a!� 45 11/16,Y M00 y 0 MAX !/�� ao 1 In 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED IND A14WWKW • • • • • • � f (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 92 FOR DETAIL4& NOTES) • • • • ILL ° PRODUCT REVISED 4i �+ WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FSC CH(�I'ER �4�• •• • • •• " " as tylDgwith the F(M6 co t� SECTION 11.3.3.3. DD(B Coda "8 e 11.) APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE MULLED UNITS. ' g tmt ' "�) �d •w c 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI—DADE QDUN©L VPROVED, 'S WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWisEN•ARE•ACCEPTA$LFy •�� & iNT�iisE�LrpdC IAL C BYy •, BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION•APPROVAL WILL APPLE • of s[N4icaNE�AND ARE / s2a2s• tdtemi P 152 pip®� ...... •' TO THE ENTIRE MULLED SYSTEM. • •• • •• • AOAILlRBLL�AS DPTlDNA� WINDOW BUCK WIDTH 13.) SEE SHEET q 3 FOR MULLION/METAL ATTACHMENT DETAILS &OPTIONS. • • • • • • • • • • EQUAL -.LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MERIft TO BL • • • • {LIMITED To [AADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDC. CODE. O 0 0 q M00 y 0 MAX 1 In (j w p z "o mow 4 (r C EXT. & INT. FALSE COLONIAL C .EXT. & INT. FALSE COLONIAL M/ ILI ARE APPLIED V/ 97' ••• SaI Ml1NTINS ARE APPLIED Y/ V/ Sit AND ARE �J , - VINDDY BUCK VIDTN Y/ SILICOl� AND ARE - AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION VLITE RA WIDTH AVAILABLE AS OPTIONAL. UN—EQUAL LITE RADIUS ELEVATION VINDGV BUCK VIDTH UN—EQUAL LITE ELEVATION • INCLUDES UN—EQUAL LITE AND RADIUS HEAD (LOOTED TO (AADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) General Notes: (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES -7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 33.12D- OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHORS. WINDOW FLANGE FRAME WIDTH a VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. NOT REQUIRED) (w A MAI. AT FRAME HEAD (WNONE PER FRAME SILL — 13 3/4' -- l (SHUTTERS tC) FRAME JAMBS (SEE SHEET 04) aC A 00 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING — IMA%. z OFF LOADS IN ACCORDANCE IAL THE REQUIREMENTS ISTS F.B.C. EREVIEWED O 2010 & TOMBBY BUILDING OFFICED 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES z w Mo D.LO. tY th �N ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ✓r �z ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIALF !3 MAH. A % o x D D 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET 03). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET ®3). § � W � pT MEETING SEEBJ SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. � W _ •- T '` 'I m // eJ FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. • • 000 • • O.) EXT. & [NT. FALSE COLONIAL MUNTINS ARE OPTIONAL &AND ARE APPW:D W/ SILICONE • • • • • 57 • �� A 9t(AI(. BELOW MEETING RAIL I r/ — ==fa _=a � rI 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED IND A14WWKW • • • • • • � f (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 92 FOR DETAIL4& NOTES) • • • • ILL ° PRODUCT REVISED 4i �+ WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FSC CH(�I'ER �4�• •• • • •• " " as tylDgwith the F(M6 co t� SECTION 11.3.3.3. DD(B Coda "8 e 11.) APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE MULLED UNITS. ' g tmt ' "�) �d •w c 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI—DADE QDUN©L VPROVED, 'S WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWisEN•ARE•ACCEPTA$LFy •�� & iNT�iisE�LrpdC IAL C BYy •, BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION•APPROVAL WILL APPLE • of s[N4icaNE�AND ARE / s2a2s• tdtemi P 152 pip®� ...... •' TO THE ENTIRE MULLED SYSTEM. • •• • •• • AOAILlRBLL�AS DPTlDNA� WINDOW BUCK WIDTH 13.) SEE SHEET q 3 FOR MULLION/METAL ATTACHMENT DETAILS &OPTIONS. • • • • • • • • • • EQUAL -.LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MERIft TO BL • • • • {LIMITED To [AADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDC. CODE. O 0 0 q M00 y 1 In (j w p z "o mow 4 ••• 3 v • • ••• • • z q _ bV ccoo2a �- W z O q C a 00 — z z z w �N �z r 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED IND A14WWKW • • • • • • � f (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 92 FOR DETAIL4& NOTES) • • • • ILL ° PRODUCT REVISED 4i �+ WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FSC CH(�I'ER �4�• •• • • •• " " as tylDgwith the F(M6 co t� SECTION 11.3.3.3. DD(B Coda "8 e 11.) APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE MULLED UNITS. ' g tmt ' "�) �d •w c 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI—DADE QDUN©L VPROVED, 'S WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWisEN•ARE•ACCEPTA$LFy •�� & iNT�iisE�LrpdC IAL C BYy •, BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION•APPROVAL WILL APPLE • of s[N4icaNE�AND ARE / s2a2s• tdtemi P 152 pip®� ...... •' TO THE ENTIRE MULLED SYSTEM. • •• • •• • AOAILlRBLL�AS DPTlDNA� WINDOW BUCK WIDTH 13.) SEE SHEET q 3 FOR MULLION/METAL ATTACHMENT DETAILS &OPTIONS. • • • • • • • • • • EQUAL -.LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MERIft TO BL • • • • {LIMITED To [AADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDC. CODE. C•■ ••• • • • ••• • • C•■ 1/4' TAPCON V/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY — . sl g TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) SE EMBEDMENT INTO CONTE ELEVATION AT SHEET* (SE FOR MAX. FASTENER SPACING) 0 3 00.x®• ,•,. tea, (V to •• • C P.T WOOD BUCK NOT BY LAWSON IND. BnUdBlg Codb Am SUSTAIN IMPOSED LOADS I 1/B' MIN.MUST '—EDGE" DI 20 °^v'\ \ 1/4' TAPCON W/ 1 1/4' M 01 I dd MIN. EMBEDMENT INTO CONC. n tI I r�;D (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING :E`d '•, ': 4'; ° ° o. .,,EMBEDMENT d' -SILICONE ADHESIVE BEDDING COMPOUND AMINATED GLASS �4) INTERIOR 18 EXT. GRADE CAULK - 4, • O • b ;.fir b: ><.,•e:. a: d, e p • 4 e ' d. •e: d. 014 S.M.S W/ 1 1/4' MIN. EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET RI FOR MAX. FASTENER SPACMG> SILICONE ADHESIVE 23 BEDDING COMPOUND 621 INTERIOR A14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO VO (SEE ELEVATION AT SHEI FOR MAX. FASTENER SPAC EXT. G CAULK �i iiAX: " swig • •IY!• • GLASS {iIl•7:. •PT. WOOD BUCKS 0 3 00.x®• ,•,. tea, (V to •• • C 1j • BnUdBlg Codb Am iii Ad 20 °^v'\ \ 1/4' TAPCON W/ 1 1/4' M 01 I Z 19 MIN. EMBEDMENT INTO CONC. n tI I r�;D (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING o i i• •ur ••• ••i • • �� •• • • GLASS {iIl•7:. •PT. WOOD BUCKS 0 3 00.x®• ,•,. tea, (V to •• • C 1j • BnUdBlg Codb Am iii Ad 20 °^v'\ \ 1/4' TAPCON W/ 1 1/4' M 01 I Z 19 MIN. EMBEDMENT INTO CONC. n tI I (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING o i • • • • • • • • • • 12 1 1/4' MIN i B EMBEDMEN N W = _ _ - 1 1/8• MIN co °• _ _ _. {�i .:q a• EDGE DISTANCE 9 GLASS {iIl•7:. •PT. WOOD BUCKS 0 3 00.x®• ,•,. tea, (V to •• • C 1j • BnUdBlg Codb Am iii Ad 20 °^v'\ \ 1/4' TAPCON W/ 1 1/4' M 01 I Z 19 MIN. EMBEDMENT INTO CONC. n tI I (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING o i O r ^ of 0 I e '0 34n e °" Z a' l 12 1 1/4' MIN i B EMBEDMEN N W = _ _ - 1 1/8• MIN co °• _ _ _. {�i .:q a• EDGE DISTANCE 9 EXTERIOR ® `' z � EXTERIOR GRADE PERIMETER CAULKING FRAME WIDTH WINDOW INSTALLATION NOTES L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) P. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8% SHINS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE R12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CDNC., VITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF S FOR QUANTITIES REQUIRED) N 0 3 00.x®• ,•,. tea, (V to •• • C PPRODUCTRBVLSED 4omP;inBwith 8mFlarift BnUdBlg Codb Am .,•°meq W Ad llDmi adePmdeca r ��b' ®o® •°°•.Its 8 814 S.M.S. V/ 1 1/4' MIM. EMBEDMENT INTO WOOD. 24 IT FOR MAX FASTENER SHEET 23 °-- - 'SILICONE OPTIONS' INTERIOR FINISH DOW CORNING 899 NOT By LAVSON INDUSTRIES. INC. v�L TRENCDSCHNEE SSPECTRUM 0AD 711 GLAD• — GLAZINGNS DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 BE ITER DESS DESCRIPTION -DETAIL IAIONATS DESCRIpIION I I/8• ANNEALED GLASS 8 OWr PLASTIC INITCRLAYER _ -_ _ SAFIEX/KEEPSAFE I�' Bp 'SGLUT10.• 1 1/8' ANNEALED GLASS } WEATHERPROOF HDISTURE BARRIE BY OTHERS (TYP. LAMINATED GLASS COMPOSITION - TYPE 3 ITEM I GNAW macs PF1aN DETAIL UMINATE DESCRIIRIDN I UB• ANNEALED GLASS Mx+�x�i. v�.wwv'vik/) 8 D09D' PLASTIC INTERLA7ER SENTRYGLAS PLUS ihVAVa»H.+H.vh A' By, 'DUPONT' HfHaf4[KS HCHfH 1 I/B• ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 4 ITP3I I Gun DSSCRIPTTON DETAIL IAtONATE DPBCRIP'170 BUTACITE PVD By, 1111`1 7{• 1 I/8• ANNEALED fDASS - ' ' -- 2 OE9D' PLASTIC INTERLAYER .c, _= a 1 � - 3 IAB- ANNEALED GLASS LAMINATEDGLASS COMPOSITION E is ITER OIA88 DEBCEIPiWN DSIAIL IAMINATB DESCRIPTION I 1/8• HEAT-STRLNGHTENED GLASS .r B 0.090' PLASTIC INTERLATER _ _ - __ BUTACITE PV8 == Bp •NWONT• 3 I/B' HEAT-STRENGHTENED GLASS _ 4s�T T1 20 23 •SR.ICONE OPTIONS" DOW CORNING 899 SCHNE24 I TR E SSPECT�RUM S273I AAZWG DEPTH INSLAMINATED GLASS COMPOSITION TYPE O ITEM BUSS D718CRIP'RDN DEAD• __ _ _.___. I • - ^.:=='jT - DSHT-H-11+ LAMMATS DESCAIPT'(ON I t/8• HEAT-STIIENpITENED GLASS BUTACITE PVB By - r 90• E OAPLASTIC INTERLAYER 3 1/B' . HEAr-STRENGHTENEO GLASS 4 4 1/4• INSULATED AIR SPATS S 1/8• ANNEALED GLASS INSULATED LAMINATED GLASS COMPOSITION E 7 rmA MASS MOMIPITON DBTAIL �© L.• = a = ar _ P2o0• IAM NATE OBSCRIM I VB' ANNEALED CLASS SAFLEX PV8 By, •SOLUTIA• 2 DODO' PLASTIC INTERLAYER 3 LfW ANNCALCD GLASS 4 1/4• INSULATED AIR SPACE 9 IAr ANNEALED GLASS GLAZING DETAILS AND OPTIONS PJt (.T 1 .JAMB 26 V� INTERIOR 6 6 -------------------------- ....-..........- ................-_............. /-- EXT. GRADE BAFX BEDDING 25 21 I TO BE APPLIED BEHIND WINDOW rRAME FLANGE BY INSTALLER tTYPJ 5 I LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. EXT. GRADE PERIMETER CAULKING NOT BY •LAWSON INDUSTRIES', TO RE APPLIED BY OTHERS tTYPJ (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, UNG WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULLION APPROVALS FOR B 12 X 0/4• SDS. SEE MULLION MPRDYALS FOR MULLION TYPE, SIZE AND MAX. FLAT HEAD, PHILLIPS. MULLION iYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (SEE ELEVATION AND DESIGN PRESSURE LUAITATIONS. (ALUM. 0.078 MIN. THICK) -DP TABLES FOR GUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF BINDLE NOTE: THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) MAX. HUNG WINDOW OR Ml1U. SHALL GOVERN HUNG WINDOW OR MULL SHALL GOVERN � SHTM 12 S.D.S. % 1 t/4' L. INTERIOR EE ELEV. FOR SPACWC idV7 NOTE: Ai, ALL STEEL IN CONTACT WITH 3 ALUM. TO 8E PLUMED OR PLATED. 2. METAL STRUCTURES: a A) STEEL Fy - 36 KSt MIN. ,•� ,T,: (STEEL I8 GA MIN. THICK - 0.048' < EXTERIOR PERIMETER AINDOW FRAME 8) ALUMINUM : 6063 -TS MIN. SEALANT (ALUM. 0.078" MIN. THICK) EXTERIOR GRADE E2 EXTERIOR Ei PERIMETER CAULKING - • • • • • • • SUAIE :AU.LP,MG DETAIL METAL STRUCTURE ATTACHMENT DETAIL ip • • • • • Aoii®ieeuiT s • • • • • • • • - e PR41)UCI'l2EVL4RD � ®�'®gym®� � • • • • • • • • • • • • aBUU.pl7iuewithUlaFlorida CO h ®go. Buldit Coda E 11 1b ryWyyqp� � ^ p • ••i • • ••• • D0..T No Imo•' • • • - • • • • • • AT8111I � TOi ee ®•o '' •• • • •• • • i • • • e r ., ,.• • • • • • • • • • dI •, laiii® • Jam b Lncho 8 59 8 59 59 63 63 63 6 63 63 63 1.25 1.26 6 1.25 4.25 78 78 6 WINDOW Jamb WIDTH FHEGHT Anchoi 19.125 1 59 26.5 59 37 59 Glass Type Glass Type +/-Pressures 6 42 59 Glass Type Glass Type Glass Type Glass Type Glass Type 2 3 4 5 6 48 59 60.0 53.125 59 80.0 19.125 63 80.0 48 63 x.125 63 1.125 74.25 37 42 53.1: 19.1: k 6 J -VIEW WINDOWS W1 3H VENTS + / - Pressures (psf) WINDOW ss Type Glass Type Glass Type +/-Pressures (PsQ 4 6 Glass Type Glass Type Glass Type Glass Type Glass Type 2 3 4 5 6 Glass Type 7 ��. 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 26.5 26 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 48 26 80.0 1 80.0 60.0 80.0 80.0 1 80.0 60.0 80.0 80.0 38.375 60.0 80.0 80.0 80.0 \ \\ 80.0 60.0 80.0 80.0 g 80.0 80.0 60.0 80.0 80.038.375 60.0 80.0 80.0 38.375 60.0 80.0 80.0 60.0 80.0 1 60.0 80.0 80.0 80.0 80.0 80.0 6 80.0 60.0 80.0 60.0 80.0 80.0 26.5 50.625 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 8D.0 48 50.625 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 19.125 60.0 8D.0 80.0 80.0 60.0 1 80.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80:0 , 37 59 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 - - 80.0 59 60.0 80.0 80.0 63 680.0 80.0 60.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 50.0 80.0 80.0 63 80.0 80.0 60.0. 80.D 80.0 80.0 B0.0 80.0 80.0 63 80.0 80.0 - 80.0 30.0 80.0 80.0 80.0 80.0 1 60.0 30.0 80.0 80.0 28.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 59.0 79.0 1 79.0 42 74.25 80.0 80.0 - 80.0 - VIEW WINDOWS W/ 4H VENTS 80.0 80.0 - 80,0 53.125 74.25 + / - Pressures (Pso 80.0 19.125 78 ss Type Glass Type Glass Type 80.0 80.0 4 5 6 80.0 30.0 80.0 80.0 37 78 50.0 80.0 80.0 79.0 79.0 - 79.0 48 78 50.0 80.0 80.0 50.0 80.0 80.0 30.0 80.0 80.0 30.0 80.0 80.0 $0.0 80.0 80.0 50.0 80.0 80.0 30.0 80.0 80.0 50.0 80.0 80.0 50 0 80 0 80 0 APPROVED 60.0 80.0 80.E • • COI&IQURA•fLONS • • • 60.0 80.0 8110 • 60.0 80.0 80. • • • • • • • y i i �raonOCr RBVISM 8 60.0 80.0 6 PlyinB wn am Plaids Ouildiug Code 60.0 80.0 80.0 AcceP pore I6 60.0 80.0 80.0 60.0 80.0 • Q 0 _ • • • • • •/ I // j // j \ \\ i Irl 8 60.0 80.0 • 0 • • • • i i i • • / • i i .: / 60.0 80.0 8(ho • • • • 59.0 79.0 .0 •• • • APPROVED CONFIGURATIONS - EQUAL LITE • • • • • • • • • • m$ mco M co M � m vias 0 i Z '.i' 0 i m w a j q DESIGN LOAD CAPACITY (PSF) - EQUAL UTE WINDOWS WINDOW # Jamb Anchors +/-Pressures (PsQ Glass Type Glass Type Glass Type Glass Type Glass Type 2 3 4 5 6 Glass Type 7 WIDTH HEIGHT 19.125 26 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 42 26 80.0 80.0 60.0 80.6 80.0 80.0 48 26 80.0 1 80.0 60.0 80.0 80.0 1 80.0 26 80.0 80.0 60.0 80.0 60.0 80.0 38.375 80.0 80.0 60.0 80.0 80.0 80.0 38.375 80.0 80.0 60.0 80.0 80.036.375 g 80.0 80.0 60.0 80.0 80.038.375 80.0 80.0 60.0 80.0 80.0 80.0 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 60.0 80.0 1 60.0 80.0 80.0 80.0 19.125 1 50.625 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 1 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 8D.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 59 6 80.0 80.0 60.0 1 80.0 80.0 80.0 26.5. 59 80.0 80.0 60.0 80.0 80:0 80.0 37 59 80:0 80.0 60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 80.0 80.0 80.0 48 59 1 80.0 80.0 - - 80.0 59 80.0 80.0 - - 80.0 63 680.0 80.0 80.0 50.0 80.0 80.0 80.0 63 80.0 80.Q 60.0 80.0 80.0 80.0 L28. 63 80.0 60.0 80.0 80.0 80.0 63 80.0 80.0 60.0. 80.D 80.0 80.0 63 80.0 80.0 - - - 80.0 63 80.0 80.0 - 80.0 19.126 74.25 1 8 80.0 80.0 1 60.0 80.0 80.0 80.0 28.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 80.0 80.0 - - 80.0 42 74.25 80.0 80.0 - 80.0 48 74.25 80.0 80.0 - 80,0 53.125 74.25 74.6 77.0 80.0 19.125 78 8 80.0 80.0 60.0 80.0 80.0 80.0 26.5 78 80.0 80. 1 60.0 80.0 80.0 37 78 -80.D 80.0 80.0 80.0 42 78 79.0 79.0 - 79.0 48 78 71.0 60.0 80.0 80.E • • COI&IQURA•fLONS • • • 60.0 80.0 8110 • 60.0 80.0 80. • • • • • • • y i i �raonOCr RBVISM 8 60.0 80.0 6 PlyinB wn am Plaids Ouildiug Code 60.0 80.0 80.0 AcceP pore I6 60.0 80.0 80.0 60.0 80.0 • Q 0 _ • • • • • •/ I // j // j \ \\ i Irl 8 60.0 80.0 • 0 • • • • i i i • • / • i i .: / 60.0 80.0 8(ho • • • • 59.0 79.0 .0 •• • • APPROVED CONFIGURATIONS - EQUAL LITE • • • • • • • • • • m$ mco M co M � m vias 0 i Z '.i' 0 i m w a j q FRAME HEAD L-7701 0 .500 A62 I 644 2551 ( 8089 -TB AWMINUM I FRAME SILL �L-7702 l 2 l ( 6666-1a aWMutUM I � FIXED MEETING RAIL L-7704 FRAME JAMB L-77!" C VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL L-7706 L-7708 O C 8088 -TB AWlMINUN I © (6033-T6 ALM NUM) L -77D7 O(6667 -TB AWItINUM 1 t1L:37s Ab2 ppp0 2I FM..462 I 5 T O qe 1 FRAME TOP CORNER s -I 1 FRAME HE F2 �E �AIAB 91 FRAJAE SILL W FRAME BOTTOM CORNER OP CORNER VF.AR IAMB 1.235-� \VI I.O7S� VENT TOP RAIL VENT SPRING LATCH GLAZING DEADL-7708GLAZING BEAD GLAZING BEAD L-7839 L-7711 L-4204 OOg 16 77 •• •• • • • •• ,062 t 6883-T6 AWI6NUM I ( 6083 -TB AWMINIIM) ( 6083-16-mommu • • • • • ASD be ••• •• w • •• 7.013 891 � I O a1s 1.466 WIJi*ry,*599_ • i �'RRtdE V. S•�h at D�iTAiLS ( 6069-T8 AWMINUR I ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCTREVISBD asd lig with Ore Fltnlde de Awcpl6n6a Na as DIU 1b MB land a 1 BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 I FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 Zd. 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 O 1 VENT BOTTUM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE> RAIL 6063-T6 ALUMINUM B L-7708 AS REQ'D. GLAZING BEAD ( 3/8') 6063 -TS ALUMINUM 9 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 10 FS -040 AS READ. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D. BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PWS -003 AS REWD. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS -005 AS REQ'D. FIN SEAL WEAT14ERSTRIP .187'x.350' 14 PWS -009 AS REQ'D. FIN SEAL WEAT14ERSTRIP .187'x.310' 15 HC -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 1 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK 8 TACKLE BALANCE HSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063 -TS ALUMINUM 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REWD. GLAZING SILICONE SEE GLAZING a SHT. 3 24 x 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-11 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 26 HC -D26-1 1 SCREEN FRAME 8 MESH 29 L-7730 1 PRODUCT LABEL 30 x x x x 31 SM -5504 AS REQ'D. JOINT SEALANT SM -5504 32 1 x AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCTREVISBD asd lig with Ore Fltnlde de Awcpl6n6a Na as DIU 1b MB land a 1 U. O O o z ice V d 5 �o ZJZ cz 00 C Zd. W 2 O 0 G4 a a ' Q Z. Z ;= z a w or a LD 3 W C a .'z-. y o 0.ti Zi �0 U. O nwfflwffmh MM iA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivwiv.yniamidade.gov/i)ei-a/ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 IIHS-8700 (Flange Frame)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling�Fkx%e Impact Window", sheets I through 10 of 10, dated 05/30/09 with revision A dated;01/;5112, proMed by 0006:0 manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami Dadt County P:8dult;Control '. Revision stamp with the Notice of Acceptance number and expiration date by the Mi` � Dade County Product Control Section. ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' • • • •' ' • • • •' • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name �or l�(o cite'sate, *00* 000 model/series, and following statement: "Miami -Dade County Product Control Apporpyop*o,, unless gtherwise • noted herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has beet$file4d and thtre has been,.. no change in the applicable building code negatively'affecting the performance of tArs p?'oduct. ' so 0 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 $ndorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 11-0705.10 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.08�:� M(AMl•DADE COUIV7Y _- • • • . Expiration Date: April 11, 2017 1G� Approval Date: March 29, 2012 '3! l -! jl2 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12,- prepared 1/25/12,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI-10-3048, HETI---10-30499 HETI-10-3049I, HETI-10- 3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10- 3057, HETI-10-31309 HETI-10 3131, HETI-10-32239 HETI-10-32249 HET -10;- 32259 HETI-10-3226 and HETI-10-3251, dated 11/09/10, 03/23/11 an4 1, signed and sealed by Candido F. Font, P.E. and Rafael E. Ttroa*Seda, r.17.0000:' (Submitted under previous NOA No. 11-0705.10) • • • • • • ; V. • , • • • • • ; • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94..:.. . 2) Uniform Static Air Pressure Test, Loading,per•FPC Tffl 'Q2-94• • 3) Water Resistance Test, per FBC, TAS 202-94" ". 4) Large Missile Impact Test per FBC, TAS- ;;;;;• 5) Cyclic Wind Pressure Loading per FBC, TASZ03-94 .' 6) Forced Entry Test, per FBC 24113.2. 1, TAS M-94 ; • • •; • 0000% along with marked -up drawings and installation diagram of 8spedimens'of an :0000: aluminum horizontal sliding window, XO configuration, prepared by HuTjVWj • Engineering & Testing, Inc., Test Reports No.'s HETI-08--2033, HETI-08-2034, HETI - 08 - 2035, HETI - 08 - 2036, HETI - 08 - 2037, HETI - 08 - 2038, HETI-08-2116A and HETI48-2116B, dated 02/28/08, all signed and sealed by Candida F. Font, P. E. (Submitted under previous NOA No. 09-0746.45) kM Manue ,Pere Product Control Ex mi • r NOA No. 12-0 A8. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. 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, TAS 202--94 along with marked --up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/46/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-02.05) C. CALCULATIONS: 1. Anchor verification calculations and* structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-04 6666 D. QUALITY ASSURANCE a' "0 """ 1. Miami -Dade Department of Permitting, Environment, and RegWatury Affahs i'PERA).6:. 6666.. E. MATERIAL CERTIFICATIONS000900 • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont I X"�n0;;e' • for their "DuPont Butacite@ PVB Interlayer" dated 09/08/1.1.•Wiring m17111/16..... 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. favth"r "Saflex and •; Vanceva clear and color interlayers" dated 05/05/11, expiring on'05/2rllb.:. "" 6 6 . .. . . .6000. 6 F. STATEMENTS 6 66• 60 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window — L.M.I., approved on 09/08/11 and expiring on 04/11/12. Manue PereV 1. Product Control ExarNOA No. 12-08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 00 / B B1 c B 81 :� h IS 00 NOTE: ox I XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, A1. R. & BI' REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS •C, D, & E- REFER TO SHEET 04 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 / B B1 c VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IMPACT RESISTANT. NOT REQUIRED) NOTE: ox I XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A, A1. R. & BI' REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS •C, D, & E- REFER TO SHEET 04 4) REFER TO SHEET 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 l0 XOX -Equal Lite (1/3 -1/3 -IU NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A. A1. B. & B1" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS b. & E- REFER TO SHEET @8 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 General Notes: / �81 c VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IMPACT RESISTANT. NOT REQUIRED) :� h IS (SHUTTERS 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING e y l0 XOX -Equal Lite (1/3 -1/3 -IU NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS -A. A1. B. & B1" REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS b. & E- REFER TO SHEET @8 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 General Notes: / 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGHcy c VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IMPACT RESISTANT. NOT REQUIRED) :� h IS (SHUTTERS 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING e y RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. C -s 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON o ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3� y (O.C.), AND AS TABULATED ON SHEETS 8, 7, or B. z c Z c 4.) ANCHOR CONDITIONS NOT DESCRIBED 1N THESE DRAWING'S ARE TO BE a C ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND w z a TO BE REVIEWED BY BUILDING OFFICIAL 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES t1a TABULATED HEREIN (SEE SHEEPs @8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE 2 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #8, 7 or 8). D 8.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEEP 4 FOR LACK DETAILS & OPTIONS. B.) SEE SHEET B FOR GLASS TYPES. y zz E' ••i 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. m, 10.) SEE SHEEP 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. c 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE ++ 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED ••• (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET @3. 4 & S FOR DETAILS .......... & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3. Q • • • • 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 'Z q 18.) SEE SHEET # 8 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. •• ••• XOX - Un -Equal Lite (1/4-1/2-114��lyj'swhLDmFbdb •• 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED • • ••Q cr REVISED o 10 NOTES: t) REFER TO SHEET 2 OF IO FOR INSTALLATION ANCHOR DETAILS AND NOTES. 'A, WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULL10N APPROVAL WILL APPLY TO THE 2 FOR VERTICAL CROSS-SECTION DETAILS A1. B. & B1" REFER TO SHEET ®00 000 3) FOR HORIZONTAL CROSS-SECTION DETAILS b, & E" REFER TO SHEET ®0 • • • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. • • SERIES -8700 HORIZONTAL SLIDING IMPACT WI DOSS • • • • • • • • • • • • • ' ' ENTIRE MULLED SYSTEM. • )ircploHlun • • • • 6p • • Niimtl adeProdaol ' �••••••••• APPROVED ELEVATIONS ' 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE a • • PAINTED OR PLATED AND SHAM MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. T O Q z w a W Gx, O 94.� F 0 a 0 x O 0 1 x / b E' ••i i i i i ••• ••• ••• .......... • •• • • • • •. • • • • • ••• • • • • q •<V V' •• ••• XOX - Un -Equal Lite (1/4-1/2-114��lyj'swhLDmFbdb •• • • • ••Q cr REVISED o 10 NOTES: t) REFER TO SHEET 2 OF IO FOR INSTALLATION ANCHOR DETAILS AND NOTES. 'A, Bufld`mg Cale AcceplA�me No M DaIB 2 FOR VERTICAL CROSS-SECTION DETAILS A1. B. & B1" REFER TO SHEET ®00 000 3) FOR HORIZONTAL CROSS-SECTION DETAILS b, & E" REFER TO SHEET ®0 • • • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. • • SERIES -8700 HORIZONTAL SLIDING IMPACT WI DOSS • • • • • • • • • • • • • ' ' • • • • • • • • )ircploHlun • • • • 6p • • Niimtl adeProdaol ' �••••••••• APPROVED ELEVATIONS ' • • a • • ••• • • • • .•• . . • •• •• • • . .. .. .•• . . • ••• • • i w c> z m a of 1 r 5 5T UNIT SIZE: SIS" X 63" >jt ,TALLATION FASTENERS 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.1 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) 6 AT EA. FRAME JAMB -SEE GENERAL NOTE g3 & y4. 1- ST UNIT SIZE: III- X 83" — STALL&TION FASTENERS 1k 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.1 ID AT EA. FRAME SBL. (14 AT FRAME SILL IF DP ABOVE 70.0) 6 AT EA. FRAME JAMB *SEE GENERAL NOTE g3 & ®4. T— 85 3/8. OVERALL FRAME WIDTH - 84. 3/8' INTERIOR FRAME WIDTH — TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE 1 +/- 117PST 14 TOTAL a' 11.375= (tax. qcJ 5• Mow. O.L.O. Widl Wox'i D.L.O. X243 'm E 43 8 ANCHOR NOTES, I. SAME ANCHOR SPACING AT HEAD 6 ML / EXT. 6 INT. FALSE COLOAIIAL A. W aRE APPLIpED V/ 2. TWO ADDITIONAL ANCHORS REQUIREDMUNTINr L AT MEETING RAILS FUR UNITS WITH nvpq.a EAS �TIONAL. Go O 1/4• E // ii epi __ ______�i .l J ♦// E ROTES. ( "OX- REVERSED ) S' All. CORNERS) 0 OC r 9 , H. 3i ry Io m 12 1 • • 1Ni TEST UNIT SIZE: 74" X 83" INSTALLATION FASTENERS • (A) 8 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 8 AT EA. FRAME SILL (BAT FRAME SILL IF DP ABOVE (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE 03 & 04. (fYPCAL AT ALL CORNERS) O.C. ANCHOR NOTES, I I L I t I I IIS TL I 1. SAME ANCHOR SPACING AT HEAD 6 / EM INS T.RARE pPPL1E0 V%� 2 TWO ADDITIONAL ANCHORS REM ten S. -\s V/ SIL CONE AND ARE AT MEETING RAILS FOR UNITS WITH MON" �E AS OPTIONAL. DP ANOVE -70W / - 75PSF (4 TOTAL) HpT _ XOX" WINDOW EQUAL LITE 1-SLYLVERTICAL CROSS-SECTION DETAILS -A, Al. R. B BI' AT SHEET 03 P_ SEE HORIZONTAL CROSS-SECTION DETAILS -C. 0. 6 E. AT SHEET 0 3 Ot. L.O. wM D.L.O. 'kidth ff 33 1/41 E II/A ANCHOR NOTES, I. SAME ANCHOR SPACING AT HEAD 6 ML / EXT. 6 INT. FALSE COLOAIIAL W aRE APPLIpED V/ 2. TWO ADDITIONAL ANCHORS REQUIREDMUNTINr L AT MEETING RAILS FUR UNITS WITH nvpq.a EAS �TIONAL. Go D�/j 1/4• E U.C. J H t; E ROTES. ( "OX- REVERSED ) S' All. CORNERS) 0 OC r 9 , H. 3i ry Io m i, • • � • • •• • • • t 1Ni J Z q no SERIES -8700 HORIZONTAL SLIDING WINDOW ANCHOR NOTES, I I L I t I I IIS TL I 1. SAME ANCHOR SPACING AT HEAD 6 / EM INS T.RARE pPPL1E0 V%� 2 TWO ADDITIONAL ANCHORS REM ten S. -\s V/ SIL CONE AND ARE AT MEETING RAILS FOR UNITS WITH MON" �E AS OPTIONAL. DP ANOVE -70W / - 75PSF (4 TOTAL) HpT _ XOX" WINDOW EQUAL LITE 1-SLYLVERTICAL CROSS-SECTION DETAILS -A, Al. R. B BI' AT SHEET 03 P_ SEE HORIZONTAL CROSS-SECTION DETAILS -C. 0. 6 E. AT SHEET 0 3 Ot. L.O. wM D.L.O. 'kidth ff 33 1/41 E II/A ANCHOR NOTES, I. SAME ANCHOR SPACING AT HEAD 6 ML / EXT. 6 INT. FALSE COLOAIIAL z aRE APPLIpED V/ 2. TWO ADDITIONAL ANCHORS REQUIREDMUNTINr L AT MEETING RAILS FUR UNITS WITH nvpq.a EAS �TIONAL. Go D�/j F T (TYPICAL AT H t; E ROTES. ( "OX- REVERSED ) S' All. CORNERS) 0 OC r 9 , H. 3i B B1 i, • • � • • •• • • • t ANCHOR NOM L SAME ANCHOR SPACING AT HEAD B SILL 1 1 • • • • • .DR-31t•CONE AN -D -ATE AI B. R. TWO ADDITIONAL ANCHORS REQUIRED AT • • /� OliT101�1.. • • • • MEETING RAILS FOR UNITS WITH DP ABOVE +7NPSi / - 75PSi 0 TOTAL) "XOX" WINDO'P - WN-RQUA� NOTES !_117 i • i • s e I SEE VERTICAL CROSS-SE•TWW DWAS •A, Al. 0,4& Bl' AT•SHEET 43 • • 2. SEE MORIZ13NTAL CROSS-SECTION DETAILS 'C, D, B E• AT SHEET 03 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ASi aS) T 1 1/4. O.Q. 4 1 1/4. OL OC O.C. 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH 5' 11110 U�'' PROIHICTRHV15J3Das complying with Me n. bBuilding Code E� 8 7By /Miami epr q D.L.O. 'kidth ff 33 1/41 E II/A ANCHOR NOTES, I. SAME ANCHOR SPACING AT HEAD 6 ML / EXT. 6 INT. FALSE COLOAIIAL z aRE APPLIpED V/ 2. TWO ADDITIONAL ANCHORS REQUIREDMUNTINr L AT MEETING RAILS FUR UNITS WITH nvpq.a EAS �TIONAL. Go aD M to 11110 U�'' PROIHICTRHV15J3Das complying with Me n. bBuilding Code E� 8 7By /Miami epr q 30 a Y O ANCHOR NOTES, I. SAME ANCHOR SPACING AT HEAD 6 ML / EXT. 6 INT. FALSE COLOAIIAL z aRE APPLIpED V/ 2. TWO ADDITIONAL ANCHORS REQUIREDMUNTINr L AT MEETING RAILS FUR UNITS WITH nvpq.a EAS �TIONAL. Go aD M to F T (TYPICAL AT H t; E ROTES. ( "OX- REVERSED ) S' All. CORNERS) 0 OC r 9 , 3i y 13 I/4• U.C. 2 O U• z 1Ni J Z q no SERIES -8700 HORIZONTAL SLIDING WINDOW WOC , FLANGE FRAME ELEVATIONS - L.M.I.ffis n 13 1/4• U.C. C x Pi z y � a 13 114. Ot. ®N . 11110 U�'' PROIHICTRHV15J3Das complying with Me n. bBuilding Code E� 8 7By /Miami epr q ANCHOR NOTES, I. SAME ANCHOR SPACING AT HEAD 6 ML / EXT. 6 INT. FALSE COLOAIIAL aRE APPLIpED V/ 2. TWO ADDITIONAL ANCHORS REQUIREDMUNTINr L AT MEETING RAILS FUR UNITS WITH nvpq.a EAS �TIONAL. Go OP ABOVE -/- 70PSF (4 TOTAL) "XO" WINDOW EQUAL LITE ROTES. ( "OX- REVERSED ) A x y $ 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al. B, 6 BP AT SHEET 03 L. SEE HORIZONTAL CROSS-SECTRIN DETAILS 'C, D. B E• AT SHEET 04 1Ni SERIES -8700 HORIZONTAL SLIDING WINDOW , FLANGE FRAME ELEVATIONS - L.M.I.ffis 11110 U�'' PROIHICTRHV15J3Das complying with Me n. bBuilding Code E� 8 7By /Miami epr q 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE 1•I.y=, • v :xr p'.A` o d EXTERIOR GRADE—/ PERIMETER CAULKING 0 I. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 4: 1 1/4' MIN. : ° 'A' .a.EMBEDMEN a•' 1 , •'tt �:4 1/4•, M SHIM SPACE (TYP.) " CLEAR SILICONE ADHESIVE !! iBEDDING COMPOUND I 34 _ = EXTERIOR (� _ INTERIOR LAMINATED GLASS ru of T4 W 4 • • • • • • • • • • STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WI300 TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. 2X1D) EXT. GRADE PERIMETER-' ' L 1/4' MAX CAULKING NOT BY SHIM SPACE 'LAWSON INDUSTRIES', (TYPJ TO BE APPLIED BY OTHERS (TYP.) ao EXTERIOR A 1 I r INTERIOR 1 � i ALTERNATE DETAIL Ivl it WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #5, & #6. BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SMMS ARE NOT REQUndW. ANCHORS NOTE: •r:iriiiiiiii:. ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR : ........... 1/4' TAPCONS or APPROVED CONa FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4' MAX. b SHIM SPACE (TYP.) PRODUCT REVISED MIN. D� �viththoFlad& MENT, a 4 • AccePMuoe Nu •p . G lxpvntmA Date /% B I ft � Mi Prodtt4l o IL AT "XO or OX" 1 1J 1 13 EXTERIOR GRADE ---\ • EXT• eMDE m o PERIMETER CAULKING �S^ rri^':^''; • CAULK • • • • • y A � b �ioa� v ^ e , , • : 1/4. MAX. • • A,SHIM SPACE • • • <• �' i, 4 • O ••.;::+.,+..; : A d 4: 1 1/4' MIN. (TYP.) uri.tuM; ;y •C•::.:+•+... n :.1 d G.. •1 1/4' t+� , , •,: EMBEDMENT r pp. a a p A y�i EMBED 'V ,' ' �G' z y Gi `a. N . a .'s . a' • • ti< ; •' �' • I.1/8r MIN. ti. • '• '0 •. • s 4EDGE IFIS'PANA • • •OPTIONAL AIiL IN&ALLATIO�A' DE7#A • • • • • • • • • • STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WI300 TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. 2X1D) EXT. GRADE PERIMETER-' ' L 1/4' MAX CAULKING NOT BY SHIM SPACE 'LAWSON INDUSTRIES', (TYPJ TO BE APPLIED BY OTHERS (TYP.) ao EXTERIOR A 1 I r INTERIOR 1 � i ALTERNATE DETAIL Ivl it WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICONE 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4, #5, & #6. BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SMMS ARE NOT REQUndW. ANCHORS NOTE: •r:iriiiiiiii:. ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR : ........... 1/4' TAPCONS or APPROVED CONa FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 1/4' MAX. b SHIM SPACE (TYP.) PRODUCT REVISED MIN. D� �viththoFlad& MENT, a 4 • AccePMuoe Nu •p . G lxpvntmA Date /% B I ft � Mi Prodtt4l o IL AT "XO or OX" ;a m o c � y A � b �ioa� v z o 0 m O u) Z La C 2 2 h O O W p �G' z y Gi O 0 D r~ O dl O N to N O N 04 mm O O 2X WOOD BUCKS - BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) —� B14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 112 FOR MAX. FASTENER SPACING) EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM MAX. O EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES", ' TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LiFP HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL -WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. • • :D GLASS SILICONE ADHESIVE BEDDING COMPOUND -1 INTERIOR EXTERIOR O 73' MAX. —WINDOW FRAME BUCK WIDTH - 74' MAX. —WINDOW FRAME FLANGE WIDTH - '10" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER IIF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ • 4 Wiff &T lb CAN BUWENGTHlb WINUM FRAME AND THE BUCK OR MASONRY ISLE$ 'INAI(91/8P, SHIMS ARE NOT REQUIRED. • ANEF'R1RS TIM BIZ SMS• O; We %CREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR :ONC. (REFER TO L. D TABLES OR 00 QUANTITIES REQUIRED) be 0 PRODUCT RBVISIID . complying whh Gro Florida BUOdtagCodo 8 Acaptnnao No Cvpualton Dffio B I� immi FroQaM Ua a - QA �0 c z " M m 1 z O '•.PT. �" U - .. WOOD BUCKS m o �. a a m 0 d7 1/4' MAX. w'..�• •• a. SHIM SPACEc ;ly'.. �-�.' h W • n CTYP.) �. •. Z c Q 1 .. y•'.. a _ pW q • ro i a .�. rGy7• 1/4' TAPCON W/ 1 1/4'" MIN. q c EMBEDMENT INTO CONC.ta .(SEE ELEVATION AT SHEET B2 k CS z Z 1 S . FOR MAX. FASTENER SPACING)o Ix p p d` MIN. -- --= �ra p4' Z a EMBEDMENT -_-- - • 0 1 1/8' MIN. EDGE %',A ((f 4• p ( a DISTANCE ♦�,dl Qq O 04 O O Lam. •A. '.o•. EXT (RADE CAULX oo r..wT .,d:� ti• co x CN p PRODUCT RBVISIID . complying whh Gro Florida BUOdtagCodo 8 Acaptnnao No Cvpualton Dffio B I� immi FroQaM Ua 4 12 X 1 3/4' S.M.S. • • 1 1/4' MIN. WOOD EMBED • (SEE ELEVATION AT SHEET 42 •• FOR MAX. FASTENER SPACING) • e• 1/4• MAX, 21 2Z 23 rIt-SHIMSPACE CLEAR SILICONE ADHESIVE C34 BEDDING COMPOUND E y CAULK—I I O O WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPC13NS or APPROVED CUNC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ;LAMINATED GLASS J EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE •• ••• • • • • • •• • • e• M 00 t/a• MAX. SHIM SPACE (TYP.) ,'� • e •. t- Q N Q m 3 'J` • • • •• • • • • ••• • m S d. tx 6 ••• • • • ••• • • MBEDMENT Z l 1/8' MIN. ' EDGE DISTANCE z EXT GRADECAULK `• R 4 u i a ••• • • • • ••• • • • e• M 00 t/a• MAX. SHIM SPACE (TYP.) ,'� • e •. t- Q N Q m 3 'J` • • • • • • • • • • FOR MAX. FASTENER SPACING) m S d. tx 6 ••• • • • ••• • • z LL Q " .PT. WOOD BUCKS o • e• M 00 t/a• MAX. SHIM SPACE (TYP.) ,'� • e •. t- Q N Q m 3 'J` 1/4' TAPCON W/ 1 i/4' MIN. EMBEDMENT INTO CONC. t Z Z .(SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) m S d. tx 6 - 4 ; 1. 1/4' MIN. 1 MBEDMENT Z l 1/8' MIN. ' EDGE DISTANCE z EXT GRADECAULK `• R 4 u i a • W! w N - PRODUCTRBVISBD as conTIft with the Fhd& Cada j I'IDBa'Idlhg rePdonD�atc p 0 B dt Mtami PradoeN z LL Q Notes s 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ue mpjyjugvdth[ho 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW uikU'n oda (WINDOWS WITH GLASS TYPES "A, B, C. & Dry APt�1 Deo, 20 SILL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +'/D.O VP• • • • •M �\ I 1 APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 lax.\`�"gFOR DP ABOVE +70.D PSF \ Y C+80.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & S jIN • BY RedaWINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEEF 2 qF•]O) 4.) WINDOWS WITH GLASS TYPES A, C. OR G" INSTALLED •4t(WE 3�FT. • • • IN THE HVHZ, THE I.G. EXTERIOR LITE SMALL BE TEMPERED. es xo ••• • • • ••• • • � 3 o � M x 1,0 Xy E- 01 o V 6 O O v X z Z O z o, 00 ro a 0 z � � � x U �~ N a 0 � a Q 10 0 DESIGN L OAD CAPACITY PS - OX or XO WINDOWS WINDOW WIDTH HEIGHT # # Jamb H & S I Anchors Anchors Glass T + psf "A" (*2) I - psf Glass Type + psf "B" * 2 - pSf Glass T + psf +/- Pressures (Psf) "C" * Z Glass T - psf + psf "D" * 2 I _ psf Glass Type + "F' (*3) - SIF Glass T + Psf "F" * 3) - psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 36 36 3 3 4 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 72 36 36 3 3 6 6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 36 48 48 4 4 4 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6t65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 80 5 4 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 60, 60 60 60 5 5 5 4 6 6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - 26.5 37 3 3 4 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53.1253 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 d38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 8 .0 80.0 80.0 80.0 37 53.125 4 4 4 6 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74 4 8 65.0 65.0 65:0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 37 53.125 74 50.625 5 5 5 5 4 4 6 8 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 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 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 26.5 37 58 5B 5 5 4 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53.125 74 5B 58 5 5 6 8 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 -70.0--.-80.0 80.0 80.0 80.0 37 53.125 63 63 6 6 4 6 65.0 65.0 1 65.0 65.0 .0 • • • • 0. . • • 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74 1 63 6 8 65.0 1 65.0 65.E • 65. • • • 70.0 - _ - - Notes s 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ue mpjyjugvdth[ho 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW uikU'n oda (WINDOWS WITH GLASS TYPES "A, B, C. & Dry APt�1 Deo, 20 SILL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +'/D.O VP• • • • •M �\ I 1 APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 lax.\`�"gFOR DP ABOVE +70.D PSF \ Y C+80.0 DP MAX.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & S jIN • BY RedaWINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEEF 2 qF•]O) 4.) WINDOWS WITH GLASS TYPES A, C. OR G" INSTALLED •4t(WE 3�FT. • • • IN THE HVHZ, THE I.G. EXTERIOR LITE SMALL BE TEMPERED. es xo ••• • • • ••• • • � 3 o � M x 1,0 Xy E- 01 o V 6 O O v X z Z O z o, 00 ro a 0 z � � � x U �~ N a 0 � a Q 10 0 7 - XOX WINDi +/- Pressures "D" • 2 Gla - DSf I + 60 1 36 3 1 7 80.0 80.0 80.0 80.0 65.0 1 75.( 72 36 3 1 7 80.0 80.0 80.0 80.0 65.0 75.( 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.( 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.( 108 36 3 11 - - 52.0 52.0 65.0 75.( 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.( 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.( 84 48 4 8 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 60 60 5 7 52.0 52.0 65.0 75.0 72 60 5 7 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 74 63 5 7 - 52.0 52.0 65.0 75.0 79.5 26 3 9 - 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 79.5 50.625 1 4 9 52.0 52.0 65.0 75.0 79.5 58 1 5 9 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 106.25 26 3 11 52.0 62.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 111 26 3 11 52.0 52.0 65.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 111 63 5 11 2. • • (9-5. (L • 79-0 Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE MIONS' • • • • • • 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A, B. C. & D'7 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +V.0 Di• • • • (WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 D5 Id1X. • • • • • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • • • • WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SH 2 0� _t 0)• • • 4.) WINDOWS WITH GLASS TYPES -A, C. OR G" INSTALLED 3 • • • 65.0 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BET XOX - Un-Eeual Lite o o o ° y F °" m ^am Oa o0 "c 34 ti Z w o C o o Z x mea ! 24 i ® pj o W a h � 0 z F- a d W .. o z N z N C` C.5 N v x x a r- C A x ••• "2 - psf 75.0 75.0 75.0 75.0 75. 0 75.0 75.0. 75.0 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BET XOX - Un-Eeual Lite 75.0 52.0 52.0 75.0 52.0 52.0 75.0 52.0 52.0 75.0 1 52.0 1 52.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 ItODUCTREVISED 3 complying adih am Fimlda wilding Code ,«enNO :Xpiml iy ` 20 SILL RISER - IIPTIGNAL Limn B 1 \ APPLIED WITH SILICONE I i FOR DP ABOVE +70.0 PSF i 2 I (+80.0 DP NAX.) o o o ° y F °" m ^am Oa o0 "c 34 ti Z w o C o o Z x mea ! 24 i ® pj o W a h � 0 z F- a d W .. o z N z N C` C.5 N v x x a r- C A x 4 o o o o t` "2 - psf 75.0 75.0 75.0 75.0 75. 0 75.0 75.0. 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 0.0 75.0 52.0 52.0 75.0 52.0 52.0 75.0 52.0 52.0 75.0 1 52.0 1 52.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 52.0 65.0 ItODUCTREVISED 3 complying adih am Fimlda wilding Code ,«enNO :Xpiml iy ` 20 SILL RISER - IIPTIGNAL Limn B 1 \ APPLIED WITH SILICONE I i FOR DP ABOVE +70.0 PSF i 2 I (+80.0 DP NAX.) o o o ° y F °" m ^am Oa o0 "c 34 ti Z w o C o o Z x mea ! 24 i ® pj o W a h � 0 z F- a d W .. o z N z N C` C.5 N v x x a r- C A x 4 o o o o t` "2 - psf 75.0 75.0 75.0 75.0 75. 0 75.0 75.0. 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 I5.0 i Notes • 1.) SEE SHEET 8 FOR GLAZING TYPES. DETAILS & SILICONE "ONS!": 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B, C. & D-) 3.) SRI WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +7f.0 DI• • (WINDOWS WITH GLASS TYPES -E. & F-) AND +80.0 D& • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHPd"? 2 OP 10)0 4.) WINDOWS WITH CLASS TYPES -A, C, OR G- INSTALLED E 3dr. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE • ••• • • • • ••• • • • • • • • • • • • • PRODUCTRBVISBD w complying with the PlaflBe Buildng Codo AccaptMoo No By \ 20 SILL RISER - OPTIONAL Min aft Ptodw I t APPLIED WITH SILICONE I 1 FOR DP ABOVE +70.0 PSF l l (+80.0 DP MAX.) DESIGN LOAD CAPACITY (PSO - XOX WINDOWS with Equal Lite (1/3-1/3-113) + / - Pressures (psi) t, Mco a o h z_ 3 FRAME SIZE # Jamb # H 8t S Glass Type 'B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH HEIGHT Anchors Anchors + psi . psf + psf - ps{ + psf _ psf + p . py-I + sf + sf P -P P -psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' `" S E• 5 cv a ti' D- 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 mow .w t:i o S o Z m X m Z p z �` z" ox 0 X. y r.. a c a 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0o 72 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 :t z to r 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 4 ao � a 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F 84 60 5 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ®�j W c v x 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ~ a a o z 53.125 56 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 �j I� (n Q x 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1� 1)s 74 63 5 9 - - 52.0 52.0 65.0 1 75.0 65.0 75.0 1 52.0 520 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 1 52.0 52,0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a Z 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 84 58 5 9 - - 52.0 520 - 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 1 63 1 5 9 1- - • •524(i • • i20• • 65.0 • • 75.0 85.0 75 n I 59 n r,,2 n I At; n I 7g; n i Notes • 1.) SEE SHEET 8 FOR GLAZING TYPES. DETAILS & SILICONE "ONS!": 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B, C. & D-) 3.) SRI WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +7f.0 DI• • (WINDOWS WITH GLASS TYPES -E. & F-) AND +80.0 D& • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHPd"? 2 OP 10)0 4.) WINDOWS WITH CLASS TYPES -A, C, OR G- INSTALLED E 3dr. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE • ••• • • • • ••• • • • • • • • • • • • • PRODUCTRBVISBD w complying with the PlaflBe Buildng Codo AccaptMoo No By \ 20 SILL RISER - OPTIONAL Min aft Ptodw I t APPLIED WITH SILICONE I 1 FOR DP ABOVE +70.0 PSF l l (+80.0 DP MAX.) ••• • • • • ••• • • • • • • • • • • • • PRODUCTRBVISBD w complying with the PlaflBe Buildng Codo AccaptMoo No By \ 20 SILL RISER - OPTIONAL Min aft Ptodw I t APPLIED WITH SILICONE I 1 FOR DP ABOVE +70.0 PSF l l (+80.0 DP MAX.) ALUMINUM MULLION- SEE MULLION APPROVALS FOR LL'•'"JJ MULLION TYPE, SIZE AND MAX. 'SILICONE OPTIONS, DESIGN PRESSURE LIMITATIONS. DOV CORNING a" (ALUM. 0.078' MIN. THICK) SCINEE-MDREHEAD 5731 TREMCO SPECTRUM 2 GLAZING DEPTH NOTE: THE LOWER PRESSURES OF — LTMINATED GLASS COMPOSITION - TYPE B THE WINDOW OR MULL SHALL GOVERN mot CI1S8 D88C81PTION DRTAIL -T- IAMINATB DaBGOPTION 1 1/a• ANNEALED QASS R 1 SAFLEIVKEEPSIIFE - - E 0O9P PLASTIC INTERLAYIR '_ _ --_n� JJ_ gY, •SDI,UTIA' 3 S I,W ANNEALED CLASS 1 aT.o- LAMINATED GLASS COMPOSITION TYPE D ITRM OLA88 08IPTTON DETAIL MAMINATB DBBCRIP'1'ION - 1 USHEAT-STRENGHTEIED GJA.E 0.090' PLASTIC WTERLATER WNTTEP3 1/8• HIFAT-TIC IN ERLAI 0. 1 -@12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING AH DP TABLES FOR QUANTITY) EXTERIOR GRADE '- WINDOW FRAME LAMINATED GLASS COMPOSITION - TYPE E PERIMETER CAULKING ITBM 0484 DBBCRIPTNON DM= 1ARMTR DBBCR07TON E EXTERIOR 1 1/8• I¢AT-STRENGHTENED GLASS _ FRAME MULLING DETAIL E 0090• PLASTIC INTERLAYER SaFLE%/ttEEPSAfE '--y� By. •SDLUTIA• 3 1/8• HEAT-STQENGHTENED GLASS aad• LAMINATED GL4M CO POSITION - TYPE F SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. RBl( GLASS D88CR1PflON DSTAU. 1AMINATB DS6CRIPITON DESIGN PRESSURE LIMITATIONS I 1/e• ANNEALED GLASS -iF aUTACJTE PVR NOTE: THE LOWER PRESSURES OF E 0090• PLASTIC INTERLAYER .- --- ...L.. By. 'DwGIT• THE WINDOW OR MULL SMALL GOVERN 3 1 VB• ANNEALED GLASS 1 naao• .J 1/4' MAX Air 9 SHIM 12 S.D.S. X 1 1/4- L. (SEE ELEVATION AT SHEET g2 INTERIOR _ FOR MAIL FASTENER SPACING) INSULATED LAMINATED GLASS COMPOSITION TYPE C nu GLASS DBOMPTION DETAIL WIINATB DBBCRDPtiON 1 VW ANNEALED MASS _ E OHIO• PLASTIC INTERLAYER rQ-' JN• PVa 3 1/8• ANNEALED GLASS-'=•j•j- By.'DOPGIT- 4 U4• W"ATED AIR SPACE -- - - -IJ-IF 5 VW ANNEALED GLASS M) - w4y INSULATED LAMINATED CLAM COMPOSITION TYPE G TTBM 61180 DISCDIPOON D87AO. ]AMONATE DBBCRDMON I 1/8• HEAT-STRENONTEAED GLASSA&. e O W PLASTIC INTERLAYER AVB3 Ire• HEAT-STRENGHTENEO GLASSBy. •4 1/4• INSULATED AIR SPS 1/B• ANNEALED GLASS (q h) VINDOVS WITH GLASS TYPES 'A. C. OR G' INSTALLED ABOVE 38F7. IN THE HVHZ. THE I.D. EXTERIOR LITE SHALL BE TEMPERED. PERIMETER—I L- WINDOW FRAME NOTE: SEALANT - EXTERIOR T' ALUM. TO BE PAINNTACT TEED OR PLATED. L-7703 I FRAME HEAD 2. METAL STRUCTURES: 2 L-8701 A) STEEL : Fy - 36 KSI MW. 6063-76 ALUMINUM 3 (STEEL IS C0. MIN. THICK - 0.048^, 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 8) ALUMINUM : 6063-T5 MIN. L-7704 I FRAME FIXED MEETING RAIL (ALUM. 0.078` MIN. THICK) E1 METAL STRUCTURE ATTACHMENT DETAIL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 0 goo 0o • • • • • • • •• • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT R -aft md" m wlnWy�S Building No 17 BA4iasri aNPEodtl¢t a HS -6700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM A PART # D REQD. DESCRIPTION REMARKS I L-7703 I FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-76 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM -5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TDP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-76 ALUMINUM B L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1. FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM 11 L-7708 AS REND. GLAZING BEAD C 3/8' > 6063-T5 ALUMINUM 12 FS -006 AS RED -D. FRAME ASSEMBLY SCREWS 98 X 3/4' P.H. PHILLIPS 13 FS -040 AS REGD. INSTALLATION SCREWS 914 SMS FH./PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 93033 15 PWS -003 AS REO'D. FIN SEAL VEATHERSTRIP .187' a x.230' h 16 PVS-005 AS REWD. FIN SEAL VEATHERSTRIP .187' r x .350' h 17 PWS -009 AS REO'D. FIN SEAL WEATHERSTRIP .187• w x .310' h IS L-7711 AS REWD. GLAZING BEAD C INSULATED) 6063-T5 ALUMINUM 19 PVS-001 AS REG'D. j PILE R GLAZING BEAD .187' e x ISO' h 20 L-8706 AS REO'D. SILL RISER ADAPTER 6063-T5 ALUM- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063 -TS ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 ■ 2 I SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 ISILL RAIL ASSEMBLY SCREW 98 X 2 1/4' PH/PHIL. 26.1 HC -044-1 2 1 WEEP FLAP S BAFFLE 26.2 HC- 1 X VEEP OPEN CELL FOAM PAD I/2• X 1/2• X 2• L. 27 HC -040-1 2 SASH ROLLER 8 HOUSING ■ 28 HC -026-1 1 SCREEN FRAME L MESH x 29 ■ 1 ATTACHMENT SCREW R CLIP 9S X 5/8' S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLUN 31 MC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-OB30 I X Anchor FRAME SILL ANCHOR CLIP 6D63 -T5 ALUMINUM 33 ■ 2 LAMINATED GLASS See Det.9a R LH of sheet 9 34 ■ AS REQD. GLAZING SILICONE See DetaOs R L.H. of sheet 9 3S OPTIONAL AS REWD. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-SSO4 AS REWD. JOINT, SEALANT ■ 37 ■ AS REWD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT R -aft md" m wlnWy�S Building No 17 BA4iasri aNPEodtl¢t a FRAME HEAD L-7703 I^l0"'—I FRAME FIXED JAMB L-7701 SILL TRACK L-8702 FRAM E JAMS O ' ; O O T-362 O .093 •\ F P RNE y O Ca .750 1 J� + L28s� e in E 2ba3 01 p p z SILL RETAINING CLIP 1� 3 Q Z .062 2.661 L-8705 7 D FRAME MFa� VENT Top a_n_ c O p z p M w x a0 f d Z O —1.439—�I FRAME JAMB W 1.466 3� a N Z ya 0 FRAME SILL L-8701 FRAME VENT JAMB L-8703 - O 4RAI O 2000 O Q C E FRAME BOTTOM CORNER VENT TOP CORNER ERAME MEOW tti 2 e.374 +362 362 L.643VEM VE7538PRI14C LATCH 27 '\,` EPAME SIL \ \W .LIMB RAO_ O 1"1 4' E l [C•"C1, N O q z x o O N to 2bss t]F VENT LOCK RAIL � x i O$S VENT INTERLOCK RAIL L-7705 FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L-7707 ggg .062 236E .•—.,p62 2283 7B O 1,375---I ! O vENi ROTTOM RAI 1IN ERe,�ml VENT ROTTOM CORNER �I 4 •� d C I50a I IL � 169 FRAME &SASH CORNER ASSEMBLY DETAILS z z z VENT JAMB RAIL L-7706 SILL ANCHOR CLIP• • L-8830 • • : •LL • • 71 BEAD SILL RISER ADAPTER 00%%p60 0��'f,i • • 32 • • GI�IZTj14 �fEA� L•77� • • i i•i - t$•• 20 �J,..• ••., ..u. a 23 00 I.asO A62 •• .IBS 090 ••• • • n v • • QUO • • • 350 .5m �� a°' PRODUCT RFVISRD as c.plying with 0- Ft*dda V. OuRding Codb 08 0^ No �.. ul o �w i e �— • • • • • • • �1 Acccptmloo BK ion Dido �7 aol °•. ••Q • • • • B y ¢ 4�BCdOBflB 1333-- • • • • •• •77 • • • • • .773-+ —yl�•OSO FfCdnat _ (s�� 00055 E d o ••• • • • • ••• • • Florida Building Code Online Page 1 of 4 m 0 m UM%0( BCffi Nome Log In User Registration I riot Topics Submit surcharge ; Stats & Facts Busines )rofessi I Product Approval r. USER: Public User Regulation Publications FBC Staff ; SOS Site Map ' Links I Search Product Approval Menu > product or Application Search > Application Ust > AppltwUon Detail t� FL # 1, FL4334-R6 Application Type AfflrZ►ratiorr— Code Version 2010 • • Application Status Approved • • • • Comments 009099 • Archived • • • • • • Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative A*ldress/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By __ sees sees Masonite International 1955 Powis Road • • West Chicago, IL 60185 • • • • (615) 441-4258 • • • • • • sschrelber@masonite.com a • Steve Schreiber • • • sschrelber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Usting • sees sees sees sees•• • • ••• • • • National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 ✓;l affirRt that there are ra charges m the new He,-ica Buiiding Code which affect Iny product{s? and m product(s) are in co npliance VA*— tl~e rir_ua Flolioa Bcrilding code. Documentation from approved Evaluation or Validation Entity ves , .,No , NIA http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 10/25/2012 *sees* • • sees•• sees.• • sees• sees• sees•• • • • sees•• • ]Florida Building Code Online - Product Approval Method Method i Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Certification Agency CertifiFate • • 0000 Date Approved 02/13/2012 of Products Page 2 of 4 FL* Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units 6'-8" Opaque I/S and O/S Single Door - Impact Rated Limits of Use Certification Agency CertifiFate • • 0000 Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930 1, DF Approved for use outside HVHZ: Yes Quality Assurance Contract Iratlon Diitq, '. Impact Resistant: Yes 04/30/2015 • • • • • • • • Design Pressure: +70.0/-70.0 Installation Instructions **:so . Other. Evaluated for use in locations adhering to the FL4334 R6 A FL0120.Ddf,% .... Florida Building Code Including the High Velocity Verified By: National Acc�diVation &NNanagoment • Hurricane Zone, and where pressure requirements as Institute, jj "" sees determined by ASCE 7, Minimum Design Loads for Created by Independent TWO 41 19 0000 0 Buildings and Other Structures, does not exceed the Evaluation Reportti • • • • '..' design pressures listed. 3'-0" x 6'-8" max nominal size. FL4334 R6 df Hurricane protective system is NOT required. See anchor Created by Ind - ndent Third Pap ttgsYes detail DWG-MA-FLO120-05 for additional information. ' ' • • 4334.2 Fiberglass Side -hinged Door Units 8'-0" Opaque./I/S and O/S Single [boor - Impact Rated 0 0 • • • • Limits of Use Certification Agency Certificate •' • Approved for use In HVHZ: Yes FL433g/R6 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/ , /2015 Design Pressure: -x-70.0/=70.0 In Ilatlon Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0121. df Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as nstitute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 8'-0" max nominal size. FL4334 R6 AE 503A.Ddf I Hurricane protective system Is NOT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO121-05 for additional Information. 4334.3 Fiberglass Side -hinged Door Units 8'-0" Opaque O/S Door w/ or w/o Sidelites - Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0121.odf Florida Building Code Including the Hidh Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pre, equirements as Institute, determined by ASCE 7, Minimum D�slgn Loads for Created by Independent Third Party: Buildings and Other Structures, d9es not exceed the Evaluation Reports design pressures listed. 12'-0" x II' -0" max nominal size. FL4334 R6 AE S01A.Pdf Hurricane protective system is OT required. See anchor Created by Independent Third Party: Yes detail DWG-MA-FLO121-05 for dditional Information. 4334.4 Fiber ass Side -hinged Door Units 8'-0" Opaque I/S Door w/ or w/o Sideiltes - Im act Rated Limits of Use Certification Ag4ncy Certificate Approved for use In H Z: Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use o de HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Y 04/30/2015 Design Pressure: +5 .5/-50.5 Installation Instructions Other. Evaluated for se in locations adhering to the FL4334 R6 II FL0121.odf Florida Building Code ncluding the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and here pressure requirements as Institute, determined by ASC 7, Minimum Design Loads for �Evaluatlon Created by Independent Third Party: Buildings and Oth Structures, does not exceed the Reports design pressures sted. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A.Ddf Hurricane prote ve system is NOT required. See anchor Created by Independent Third Party: Yes detail DWG -M FLO121-05 for additional Information. 4334.5 Fiberglass Side -hinged Door Units �W4 Opaque O/S Door w/ or w/o Sidelites http://www.floridabuilding.org/pr/pr_app_dtl.aspx9-Farain—wGEVXQwtDqtSMGyVgTun... 10/25/2012 0000•• • • • 0000•• •0•••• 0000• 0000• 0000•• •0 • 0000•• • • 0000•• • • Florida Building Code Online Page 3 of 4 Back Neat ;: 1940 IVOrth Monroe Street. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AAfEEO employer. :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine M you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 10/25/2012 Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R6 II FL0120.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the lEvaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. I FL4334 R6 AE 502A.Ddf Hurricane protective system is NOT required. See anchor II Created by Independent Third Party: Yes detall DWG-MA-FLO120-05 for additional Information. 4334.6 Fiberglass Side -hinged Door Units 6'-8" Opaque I/S Door w/ or w/o Sidelites - Impact Rated • • • • Limits of Use Certification Agency Certifficatel • Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930!0*1.P& ' • • Approved for use outside HVHZ: Yes Quality Assurance Contract Eitgitation Dote • • • Impact Resistant: Yes 04/30/2015 , • • • • • • Design Pressure: +50.5/-50.5 Installation Instructions • • • • Other: Evaluated for use in locations adhering to the • • • • FL4334 R6 H FL0120.Ddf • • • Florida Building Code Including the High Velocity Verified By: National Accredita�igli & Managefit fl& Hurricane Zone, and where pressure requirements as Institute, 008000 •••• determined by ASCE 7, Minimum Design Loads for Created by Independent ThIrd.Paltar 6..0 Buildings and Other Structures, does not exceed the Evaluation Reports 600900 design pressures listed. 12'-0" x 6'-8" max nominal size. FL4334 R6 AE 502A.pdf • • • • Hurricane protective system Is NOT required. See anchor Created by Independent Thlrii Party! Yes :080:0 detail DWG-MA-FLO120-05 for additional Information. • • • , 4334.7 :�]- Fiberglass Side -hinged Door Units 8'-0" Glazed I/S and O/S Door W/ oral/o SIIIFfItel• • Impact Rated • • Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R6 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL4334 R6 II FL0123.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A.Ddf Hurricane protective system is NOT required. See anchor Created by rn8ependent Third Party: Yes detail DWG-MA-FLO123-05 for additional Information. .8 Fiberglass Side -hinged Door Units 6'-8" Glazed I/S and O/S Door w/ or w/o Sldelites - Impact Rated s of Use Certification Agency Certificate roved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.03.PDF roved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date act Resistant: Yes 04/30/2015 gn Pressure: +60.0/-60.0 Installation Instructions r: Evaluated for use in locations adhering to the rdetailDWG-MA-FLO122-05 FL4334 R6 II FL0122.Ddf a Building Code including the High Velocity Verified By: National Accreditation & Management ane Zone, and where pressure requirements as Institute, mined by ASCE 7, Minimum Design Loads for Created by Independent Third Party., ngs and Other Structures, does not exceed the Evaluation Reports , n pressures listed. 12'-0" x 6'-8" max nominal size. FL4334 R6 AE 502A.Ddf ane protective system Is NOT required. See anchor Created by Independent Third Party: Yes DWG-MA-FL0122-05 for additional information. Back Neat ;: 1940 IVOrth Monroe Street. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AAfEEO employer. :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine M you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 10/25/2012 STATE OF FLORIDA DEPARTMENT AFFAIRS OF COMMUNITY "Dedicated to making Flotida a better place to call home' :.. z_ :.D Gwmmlor ARMORAMUM Florida Building Commission Raul L Rodrigue4 ALA, • • • • •••• • • •••• Date: December Cs 2016• •:60: •• •• • • • • • • • of • R=-. Dem of Prodoci CompUme forgo Hugh velocity Hurricane ZqW Vnd Odw , Areas `NOWar , i ; •..:. So. 0 000 Florida 553.542, govemand stage approval of bung products • te191106 the strachtral'wind resistance of bundkrL bun'The law estabNaws speoffic mdhods for manm to demonstrate ce With the Fladdis DdWing Code but gives the the option of da , ' ehher local state approved iattst be accepted by lo1.ud9dictions within the &dtW ss of =a established by the state approval without MplireMeat for finer ftSft evAwion or whinission of eviller— (Florida Stag section 553.6420 Pmts or methods or systems of consuuction requiring approval under s. MM must be approved by oma of the methods estadalished in subswdon (5) before their use iu construction is this state. Products may be approved by The commiWca far stabMidle use. NotwiffiswdittS s local Savernmeces authority to amend the Florida Building Code as provided in this act; sWvwkb approW shall p vch ub load . 1hm requiting flarther testing, waluetjon, or submission of other evidence as a condition of using the product so long as the product is being ow d consistent with the condidow of its approval.) When a. product is s� Bre local ' 's amthority eatemds only to dabnnmjng the product is being used within the conditions estabMe+d by the upoval. Appiroval by the or MWo&Da& of a Product fur use wid& t1w W -UM lie building pmakdog authority mud ddamime whethw pembicts, emply with the requiranants, of the Coda specific to the building they are used hL The State or Mxami-Dade approvals provide the prion reqaked for this detarmhudim Further testing or engirmedag evaluation cannot be required unless the permit applicant wishes to demonstrate the p utuct can be used outside of the approved limitations of use: 2666 SHUNARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32389-2100 Phone:. 850.486.8468/Suncor 278.8166 FAX: 850.921.0781/Svncom 291.0781 Internet address: http://www.doa.ststo.fl.us CWrAL9fATR CGXCMW FEW OFFOM Comm"" 96MEWMANAWFAW "OUBM&COM"WOOMAMBrr M SENA70R MICHAEL S. "MIKE" BENNETT 21 st District Chairman Raul Rodriguez Department Of Community Affairs Building Codes and standards 2555 Shumard paid Boulevard Tallahassee, Florida 32399-2100 psi r�Y yIC" r Y Tallahassee, Florida 32399-1100 COAMVffTTEES- COMM.W liyAffak� Chair H� Se vides APt?rapdaffors JOUVT COM@ MM Adrnirdsb'athm Prate Charman. Raul Rodriguez. • • • • • • • It has come to my attention that certain jurisdictions are not accepting state approved pr odu& • • • unless those products also have a Dade County Notice ofAcceptance (NDA), ev�4;;O the ; •; state -approved products are being used consistent with their arrnrovaR AAmm im t ,r .: • (3) Products or methods or systems of construction that require approval under s. , that have standardized testing or comparative or rational analysis methods established by the code, and that are certitifl ed by an approved product evaluation entity, testing laboratory, or certifioation agency as complying with the standards specified by the code shall be approved for statewide . use. (4) Products or methods or systems of construction requiring approval under s. must be approved by one of the methods established in subsection (5) before their use In construction in :this state. Products may be approved by the commission for statewide use. Jurisdictions such as Parkland and Coral Springs as well as others in the Palm Beach, Broward and Dade County area still believe that an NCA Is required for all products Requiring an NOA Is counter to the entire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested, approved and validated for use within our state. There is a detrimental economic impact to manufacturers when products are delayed in getting to market REPLYTO, d Wfddewood Professional Park Suite 90, 3653 Cortez Road West Bradenton, Florida 34210 (941) 727-6349 D 216 Senate Office Bu kOng, 404 South Morxoe Street Tallahame� Florida 323994100 (85D) 487.5078 Serate'sWebsfia: WWWflSWSbgwr TOM LEE CHARLIE CLARY President of the Serrate President Pro Tempore October 26.2006 Page 2 1 am requesting the department and the Florlda Building Commission develop a memorandum that highlights the requirements specified in the law and that clearly indicates that a separate Dade County NOA is NOT required for state -approved products. I also recommend that this memorandum be distributed to all local building officials and posted on the BOAF website. I look forward to working with you towards a solution to this problem. Sincerely, Michael S. °Mike' Bennett CO: Secretary Thaddeus Cohen Tom Yeatman, Staff Director, Community Affairs 0000 • . 0000 0000.. 0000.. . .. . 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. 9. 99 99 9 69.9.9 99.9.. 00 . 9 . . 000000 0000.. 00. .9066. .. .., ATM:::... see . . jj:... • . • ... Con4mr, h1wruatrollat Co ; 'C4rtP0X1VVUN,6i O.ONI00SM.05 195S rovvb Road.' : x'14"" nn.0410e::. 02/17f2005 West Chicago►,1L 601 : .' A4/3.012015 • 909 Revision date: • • • • 05/23/2011 Produce; N OrglAsp� IMPUtted.iq AtW tl a ? ear$ fir! $�i Wo Iaapad Rued ��f. .yea �q. c�. Wt(le'it .{�YiWoQd I''rdm& Ip{n�..{f +�i�,(�r%(Q;,� • • •@y�• • • • • • [�C��f'�#t�ki�9i T l.�e .1, �1ra{.s.1L�g9a!��7��/� �ie']IU. •' • • • • • • .' The "Notice of Product Certtfeatioe is and valid"if the N"Aliitl:�ertifte$tho» t,abel has:beeA, agP to {b;� �.oda�;�'.d�c��d.�i�iu this document. The certification labek represents product ranformity to the--. POICabie:specification=and that ait cer`tlticatlon, criteltla has been.sutis#ied: This product has been approved'for listing within NAS aR's Certified Product Lison at FvwFv N ce�ifi 'tea. . N' ;mfg :ate. is a�ereditteti i� `T'itc Amet'icatt "National Standards Institute (ANSI). nufiguration inswing Glazed 7D!iguWater Missileor Test ReportNumber qc Maximamsure Testlar net lttswin (� wive S@►im._ __:__ , .p Drawing. Number& X Single f X Single XX Double XX. Double S.-, le w/Sidelite. XO/OX Sig ,_le w/Sidelites __ _ Ox� Sig : le w/Sidefites Sir' -;le w/Sidelites Do `,Ie w/Sidelites 1/S Maximum Panel Size: 3'0" x 618" Q a +out- ;6.(l sv - ___. _ jfe ,_ . R ices. NCTL-210-3Yc38-1 9.O Psf* Maximum Panel Size: 3 U" x 6.8.' Anchor Detail-MA-FL0"122-03 '6064-60 z2 80 .. f XeS MG7 L 210-310$-1 60 2,86 psf 90 psi" uoor-res Welite-ly" Door esYesY Sidelites-ices DoW_Yes Sidel.ites-Yes Roars -Yes Sidelites-�'es Da .ale w/Sidelites ''du=11 lam' Lyacors-Yes _ t e rtes 9:0 psP` Sidelites-des 'am Threahnirl National Accreditation & Management IWtitute,Iac,/4794 George Wa ngton Memorial Tet. MIN) 684-5124. Fax: (804),6W5122 Size maatimumPanedSiftl:3:Q" Anchor 11e#ail-ARA F1 OI22-O5. Maximum Pel size: 3'0" x 6f8" Maximum Panel Size: 3'0' x 6'8" Maximum.Panel Size: 3'0" x,6'9" -x 6'8" Gl�ed:Sli#el'lte _. Q/S Glazed .Dilor Glazed Sidtt l/S- Glazed'Door 9xp t. x'6`v Glazed Sidelites O/S Glazed. Door Glazed Sidelites US Glazed boors 12'.6" x 67.811 - Glazed S'ioelites- r�{// �.(l.7 Glazed pours Y O cl�zea s -a >- 60 2,86 psf 90 psi" uoor-res Welite-ly" Door esYesY Sidelites-ices DoW_Yes Sidel.ites-Yes Roars -Yes Sidelites-�'es Da .ale w/Sidelites ''du=11 lam' Lyacors-Yes _ t e rtes 9:0 psP` Sidelites-des 'am Threahnirl National Accreditation & Management IWtitute,Iac,/4794 George Wa ngton Memorial Tet. MIN) 684-5124. Fax: (804),6W5122 Size maatimumPanedSiftl:3:Q" Anchor 11e#ail-ARA F1 OI22-O5. Maximum Pel size: 3'0" x 6f8" Maximum Panel Size: 3'0' x 6'8" Maximum.Panel Size: 3'0" x,6'9" -x 6'8" Luis R Lomas P. E. 1432 Woodford Rd Manufacturer: Masonite 336.945-9695 Date: 12/29/09 Product. Double Door with sidelites 12'x6'8" scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG -MA FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates 2. 3/16" 11W Tapoon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: t8= 1.000 in Side member dowel bearing strength: F.= 4,650 psi Minimum required penetration: 1.330 in (NDS 2005,11.3) Main member: Spruce -Pine -Fir Main member thickness: %= 1.500 in Main member dowel bearing strength: F— = 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Ca = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16" 17W Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 8u Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 On Actual edge distance: 2.50 in Design value per interpolation: Z = 189 lbs Allowable Design Value: Z'= 189 On/anchor Minimum anchor capacity: 171 lbs/anchor Note. Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. Anchor calculatiom minimum required anchors Double Pressure against stops with bump threshold: 36.38 136.38 Design pressure: 60.0 psf I AY AY 71 E L�Al 79.25 72.75 1 of 4 0000 • • • . .... 0000 0000•• • • • 0000•• .0000. •0••• • 0000• • • Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Max. Anc • Area Load Ind. Zone (ft') Obs) (in) (in) Load'4}' Res$I• f s) Q,y • Al 2.3 138 WA N/A 171 1 OK AZ 1 7.7 463 6.00 21.00 '' 171 5 93 • As 7.7 463 N/A N/A 171 3 1 ''M I OK' • • . .... 0000 0000•• • • • 0000•• .0000. •0••• • 0000• • • Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Larvas P E. 1432 Woodford Rd. Manufacturer Masonite 336-945-9695 Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 t t Design pressure: 60.0 pe Area Load Ind. Max. Anchor Al I Al 79.25 Zone O.C. Cap. Load Result (ftz) Obs) (in) On) Obs) Obs) Al 10.0 601 6.00 21.00 171 5 120 OK Az 10.0 601 WA WA 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf Al Al Y_ Y_ �� A2 79.25 72.75 Double with sidelites Pressure against stops with bump threshold: 37.50 ly 36.38 36.38 37.50 f f I L Max. / Anchor 1 1 j\d Y_ Y_ Area Load Ind. Al 1 • • • 79.25 Al A4 A4 Zone (ft) Obs) (i") O.C. Cap. ; Load Result WA WA 171 3 • • • • (in) Obs) Obs) WA Al 2.3 138 WA WA 171 1 138 OK Az 1 8.9 532 6.00 21.00 171 5 106 OK A3 1 7.7 1463 1 WA WA 171 3 154 OK A4 10.0 601 WA WA 171 4 150 OK Double with sidelites Pressure against stops with bump threshold: 37.50 ly 36.38 36.38 37.50 f f I L Al / AzY 1 1 j\d Y_ Y_ Y,2 Load a1 Al 1 • • • 79.25 Al A4 A4 Al (ft') Obs) 147.75 O.C. Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 36.38 37.50 } 1 I ' I ' MY Al �; AzY 1 1 j\d Area Load a1 Al 1 • • • 79.25 147.75 Double with sidelites. Pressure against shops with saddle threshold: Design pressure: 60.0 psf Desian pressure: 60.0 psf Area (ftz) Load abs) MY max. �; Anchor I j\d Area Load Ind. 171 1 • • • OR Az 147.75 ' Zone (ft') Obs) (in) O.C. Cap. Qty Load Result WA WA 171 3 • • • • (in) Obs) 8.9 Obs) WA Al 2.4 146 WA WA 171 1 146 OK Az 1 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 WA WA 171 3 156 OK A4 2.3 138 WA WA 171 1 138 OK As 7.7 463 1 WA WA 171 3 1 154 1 OK Desian pressure: 60.0 psf 37.50 36.38 36.38 37.50 Al /\ /\ / Y Al Area (ftz) Load abs) MY max. �; Anchor I j\d Area Load Ind. 171 1 • • • OR Az 147.75 ' Zone (ft) Obs) (in) O.C. Cap. A3 Load Result WA WA 171 3 • • • • On) Obs)' 8.9 Obs) WA Al 2.4 146 N/A WA 171 1 146 OK Az 1 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 1 537 1 WA I WA 171 4 134 1 OK A4 1 10.0 1 601 1 WA I WA 1 171 1 4 1 150 1 OK 37.50 36.38 36.38 37.50 Al /\ /\ / Y Al Area (ftz) Load abs) MY max. .0 �; �$ qty • • ) I j\d 79.25 Al Al 171 1 • • • OR Az 147.75 ' 2 of 4 0000 0 • . •00• Design pressure: 60.0 • Zone Area (ftz) Load abs) Ind. On) max. .0 �; �$ qty • • ) Result Al 2.4 146 WA WA 171 1 • • • OR Az 7.9 473 6.00 21.00 171 5 • • i OK A3 7.8 468 WA WA 171 3 • • • • OIC A4 8.9 537 WA WA 1 171 4 • J94 OK Ay 2.3 138WA WA 171 1 • f38•0 A6 7.7 463 WA N/A 171 3 1 09 • A7 10.0 601 N/A WA 171 4 • • g t50• OK F Luis R. Lomas P.E. FL No.: 62514 1!7/2010 0000•• • • • •..••• .0000. . • 0000• 0000• 0000•• • 00.00. • 0000•• 3 of 4 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite 335-945-9695, Date: 12/29/09 Anchor Locations: Double door with sidelites • Note: Anchor locations Indicated In this document are the minimum required for the described product exposeLat #iedesign pressure indicated herein. 000000 * 0 so 66 , IV INN "N 4, A Ow 11,11"T.11 I �. Luis R. Lomas P.E. FL No.: 62514 lt7/2010 4of4 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer Masonite 336-945-9695 Date: 12/29/09 Anchor Locations: Double door 36.38 d► 36.38 6.00 TYP. 6.00 TYP. a 18.19 TYP. 3.00 TYP. � v 6.00 13.45 MAX. O.C. 1 79.25 7 i 6.00 f Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design • • indicated herein. 0*00• pressure • • . Luis R. Lomas P.E. FL No.: 62514 1/7/2010 . HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8°° GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DFSIGNATION RFSt11 T SELF IGNITION TEMP ASTM D1929.. 752 'F > 650 °F RATE OF BURNING ASTM D635 0.56 IN MIN C-1 SMOKE DENSITY ASTM D2843 .53.4% TENSILE STRENGTH* ASTM D638 3.2% DIFF UUMNARAWL TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OVERALL FRAME MDTH a. 20.5" MAX 36.375 MAX_- 37 5°' MAX. D. .0. PANEL WIDTH -�{ FRAME WIDTH w/AsrRACAL I IF I .. 0000 • Ll ••9• • •• • • •••• • •••1 IL •••• ;••••; SALE 1200R UVLT_;• It •$IDELITE • . •9090• - - - - - .... . - - - - - - - - - - - - - - . . . . . . . . . DOUBLE DOOR UNIT W/SIDELITES • • • • SINGLE_ itiLY>�2 UNIT Sq/1Sla� f •fees 0000. . f • • . • •e• • • •• Oil .71 „'r�'iT►[►il TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OVERALL FRAME MDTH a. 20.5" MAX 36.375 MAX_- 37 5°' MAX. D. .0. PANEL WIDTH -�{ FRAME WIDTH w/AsrRACAL I IF I .. 0000 • Ll ••9• • •• • • •••• • •••1 IL •••• ;••••; SALE 1200R UVLT_;• It •$IDELITE • . •9090• - - - - - .... . - - - - - - - - - - - - - - . . . . . . . . . DOUBLE DOOR UNIT W/SIDELITES • • • • SINGLE_ itiLY>�2 UNIT Sq/1Sla� f •fees 0000. . f • • . • •e• • • •• Oil .71 „'r�'iT►[►il - reign uam i nresnola uesign KURT 13ALTHAZOR FLORIDA P.E. #56533 • • • DESIGN PRESSURE RATING WHERE• W,4+T£R REQUIRED TO INFILTRATION` PERFORMANCE IS BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 XX 74 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OX or XO 75 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 OXO 112.5 �+6.0 .0 -60.0 +60.0 -60.0 +19.0 -190 +400 -40.0 +60.0 -60.0 OXXO 149 .0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 - reign uam i nresnola uesign KURT 13ALTHAZOR FLORIDA P.E. #56533 Y SEE DETAJ "A" DETAIL "D" 3" "" #8 x 2-112" # 10 x #8 x 2-1/2» #10 x 5/ #10x5/ #10 x 01 DETAIL "C" TYP. 1 0.962"1 1.375" T T INSWING THRESHOLD OUTSWING THRESHOLD •- l—w v Q, DOW 832 ' ' "'°• • OR EQUAL Q .. M`'p''r�,• ••• 3" x SEE DETAJ "A" DETAIL "D" 3" "" #8 x 2-112" # 10 x #8 x 2-1/2» #10 x 5/ #10x5/ #10 x 01 DETAIL "C" TYP. 1 0.962"1 1.375" T T INSWING THRESHOLD OUTSWING THRESHOLD to n W a SEE DETAIL a Cr 1.1 w :r 0 I, V —� #8 x 2-1/2" 0.00 DETAIL "E" ASTRAGAL 6.00 ,6•A7TACH'6ANMAGAL RETAi1 lF BOLI••;• ;••6,• STRjKL-,PLATE TO FJIMC 0000 00 AS SHOWN. . 00000 • 000000 0000. . . 60 •0.. 066.60 00000 O 124- NNEAa O •"••- le 0000 60i600 04 V, Ifir, 9— • • • • 0 0 . 9 0. 0 091;je ANNMID -wv . • •. • 0 0 • 0 000000 000009 •06900 0.000 • • • ALUMNUM OR BUTYL • �O I 6" EE DETAIL J" 3" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH • FOR A 1.375» THROW ...... DETAIL "F" ASTRAGAL 0000.. 0000 • • DECORATIVE INSERT (OPTIONAL) Eff.-7—J.0124" TEMP. C) P Q o ct z C) q W �U 0- 2 L Lo CD ct ti V •- l—w v Q, DOW 832 ' ' "'°• • OR EQUAL Q .. M`'p''r�,• ••• # 10 x TIOR 0000.. DETAIL DRAWING NO.: E 1 O x GLASS DWG—MA-FL0122--05 4iYi.�W z� 0000 NW 0000•. w o v U 0000•, 0 0 0 w CL to n W a SEE DETAIL a Cr 1.1 w :r 0 I, V —� #8 x 2-1/2" 0.00 DETAIL "E" ASTRAGAL 6.00 ,6•A7TACH'6ANMAGAL RETAi1 lF BOLI••;• ;••6,• STRjKL-,PLATE TO FJIMC 0000 00 AS SHOWN. . 00000 • 000000 0000. . . 60 •0.. 066.60 00000 O 124- NNEAa O •"••- le 0000 60i600 04 V, Ifir, 9— • • • • 0 0 . 9 0. 0 091;je ANNMID -wv . • •. • 0 0 • 0 000000 000009 •06900 0.000 • • • ALUMNUM OR BUTYL • �O I 6" EE DETAIL J" 3" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH • FOR A 1.375» THROW ...... DETAIL "F" ASTRAGAL 0000.. 0000 • • DECORATIVE INSERT (OPTIONAL) Eff.-7—J.0124" TEMP. C) P Q o ct z C) q W �U 0- 2 L Lo CD ct ti V •- l—w v Q, DOW 832 ' ' "'°• • OR EQUAL Q .. M`'p''r�,• ••• z Adct$rM (OII O D5 SCALE- N. T. S. Rffmwm ND.: 393,0 .err owc. BY: SYS iry CNK. BY: TIOR TYPICAL GLAZING DETAIL DRAWING NO.: HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS DWG—MA-FL0122--05 4iYi.�W z� � coQ NW x � w o v U IM 0 0 0 w CL • ••• 0•e66i i•SF•�R 0. • •ii'J� �•I `� #6 X 1-1/2" PHS . 0000..., DATE: 2 i 1 • • 1.047" 1.75"P�� •- l—w v Q, DOW 832 ' ' "'°• • OR EQUAL Q .. M`'p''r�,• ••• DOW 832 OR EQUAL INTERIOR Adct$rM (OII O D5 SCALE- N. T. S. Rffmwm ND.: 393,0 .err owc. BY: SYS iry CNK. BY: TIOR TYPICAL GLAZING DETAIL DRAWING NO.: HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS DWG—MA-FL0122--05 SHEET _L OF_j_ I u SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 0.00 #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL •••:•• SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR •0•"' LOCATION. 0000•• 0.00 0000•. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ••'••6 ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMErt1::•: OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE' MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. O LrJ U a SEE DETAIL "D" SHT. 2 J J Q cr w W D: O M �t l G 1- 0000 0000 0000. 0000 0000 1. ` MIN50: L • • .00000 . . 0 •..a•• . 0000.. 0000•. . �•;•A • 1�• 3" 0 LO N d- 3- 3" •l --I L I --F 3'• 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED IAT 5:'1n' CENTERLINE. 7.4 4" X 4" •IiULL � NiOOTISE BUTT HINGES. 0 . 0000.. 0000 —.� 0000• 0000 • • 0000• 0000 ••••.•1.25': • ,'• 0.25" •6 MIN f. l, MAX 0000. SHIM 6••e 6. • L0000.. • 6 00.0.0 ease • • 0006 ••• 6• :000:0.. .• ._ M�" SHIM F-. TYPICAL WOCD BUCK TYPICAL MASONRY ANCHOR INSTALLATION ANCHOR INSTALLATION Jh I J �rarr• ai / n ` � �w z a C o C, 9 -- Ix CA �co Wz m In i� o i 2. DATE: 2/11/05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO122-05 SHEET J OF FL # FL4940-R3 44'7. Application Type Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Masonite Intemational 1955 Powls Road West Chicago, IL 60185 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com .. • • • SSSS Soso** • • • • •• • •• • • 000.0• • •• SSSS•• • 000.0• • • • ••••So • • • • SSSS SSSS SSSS• • • o • • • • of •o s•s ••sso• Exterior Doors SSSS•• • • • Swinging Exterior Door A:serrfbills • • 0900:0 SSSS•• • • • • • Certification Mark or UstinQ • • • • • • • • National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 v' I affirm that there are no changes in the neva 'r lorioa Buildrng Code vihfch affect my product(s) and my product(s) are in compliance with the new Florida P_-1,af!r':nn Cccc. Documentation from approved Evaluation or Validation Entity v_S No : N/A http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBfg... 9/6/2012 A' "I lua V Luiuu a %-vuv vautatc i c1�C G U1 MUM Approval meuiuu Memoa t uption A Date Submitted 02/14/2012 Date Validated 02/14/2012 Date Pending FBC Approval Date Approved 02/17/2012 Date Revised 03/11/2012 Summary of Products FL # Model, Number or Name Description 4940.1 Metal -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Single Door Door Units - - Limits of Use { Certlfication Agency Certificate Approved for use in HVHZ: Yes FL4940 R3 C CAC NI006'115-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +76.0/-76.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL4940 R3 II F1 n117 Florida Building Code including the High Velocity Verifted By: National Accreditation & Management Hurricane Zone, and where pressure requirements as nstitute, determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. Max DP Evaluation Reports = +/- 76.0. When large missile Impact resistance is FL4940 R3 AE 504A.Ddf required, hurricane protective system Is NOT required. Created by Independent Third Party: Yes p� See installation drawing DWG-MA-FLO132-05 for additional Information. / o 4940.2 Metal -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Door w/ or w/o idelite.,0 Door Units • • 0000 00000 Limits of Use Certification Agency Certl'Im a � — 0 Approved for use In HVHZ: Yes FL4940 R3 C CAC NI006 - DF • • • 0 • • Approved for use outside HVHZ: Yes Quality Assurance Contra piration a ••••• Impact Resistant: Yes 12/31/2014 66660 • • Design Pressure: +55.0/-55.0 Installation Instruction-++�•-- • • • • • • • •: Other. luated for use in locations adhering to the FL4940 R3 iI FL0132.pdf • **so 0 0 • •.0 • • 0 0 0 °lorida Buil Code Including the High Velocity Verified By: National Accrecjio j` Managj%T%,&t • • iun icane Zon and where pressure requirements as Institute, • • • 0 0 • • • • letermined by 7, do not exceed the design Created by Independent Th1Fd PSAY. • • • • • • • • iressures listed. 12'- " x 6'-8" max nominal size. Max DP Evaluation Reports �� - • • • = +/- 55.0. When large fissile Impact resistance is FL4940 R3 AE 502A.Ddf ; • ; 0 0 000;0 equired, hurricane prot a system Is NOT required on Created by Independent Third Party: Yes • • • • • paque panels, but Is require on glazed panels. See • 0 0 • *Goo* istallation drawing DWG -MA -F 32-05 for additional • • • • 000 • • iformation. 0 • • • 940.3 Metal -edge Ste ide-Hinged 8'-0" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48.3/-48.3 Other: Evaluated for use in locations adhering to the °lorida Building Code including the High Velocity iunicane Zone, and where pressure requirements as letermined by ASCE 7, do not exceed the design wessures listed. 12'-0" x 8'-0" max nominal size. Max Di +/- 48.3. When large missile Impact resistance Is equired, hurricane protective system is NOT required on paque panels, but is required on glazed panels. See istallation drawing DWG-MA-FLO133-05 for additional -edge Steel Side -Hinged Units "ertification Agency Certificate FL4940 R3 C CAC NI006115-R3.PDF Zuality Assurance Contract Expiration Date Instructions By: National Accreditation & Management Created bKndependent Third Party: Created by Indeperidqnt Third Party: Yes -8" Glazed I/S and O/S Door Q7r7 w/o Sidelites Ill=roved Use certification Agency Certificate /Approved for use In HVHZ: Yes FL4940 R3 C CAC N1006115-R3.PDF � Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +50.5/-50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL4940 R3 II FL0134.odf Floridaui lorida Building Code including the. High Velocity Verified. By: National Accreditation & Management irricane Zone, and where pressure rerements ar . T^ tits fie. hoz://Vww.floriclabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBfg... 9/6/2012 1'1U11Lic1 Dullu111g %—uuC V111111C YdgC J OI 3 AIrr- 7 J......« f pressureb ubieu, a -v x o -o: mdx nul7rlr1dl bice. rYax ur evaluation Repores _ +/- 50.5. When large missile impact resistance is FL4940 R3 AE 502A.Ddf required, hurricane protective system Is required. See Created by Independent Third Party: Yes installation drawing DWG-MA-FLO134-05 for additional I� jII4940.5Metal-wigs Steel Side -Hinged �8'-0A Glazed I/S and O/S Door Door Unit -A Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4940 R3 C CAC NI006115-113.13131' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2014 Design Pressure: +43.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4940 R3 II FL0135.odf rlorida Building Code including the High Velocity Verified By: National Accreditation & Management iurricane Zone, and where pressure requirements as Institute, letermined by ASCE 7, do not exceed the design Created by Independent Third Party: ressures listed. 6'-0A x 8'-0e max nominal size. Max DP Evaluation Reports +43.0 / -45.0. When large missile impact resistance is FL4940 R3 AE 501A.r) squired, hurricane protective system is required. See Created by Independent Third Party: Yes istallation drawing DWG-MA-FLO135-05 for additional at Back Next Contact Us :: 1940 North Monroe Street. Tallahassee a FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Couvriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: gerund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 0 they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: http ://www.floridabuilding.org/pr/pr app_dtl.aspx?param--vGEvxQwtDgtLTLgVRkE'Bfg... 9/6/2012 0000 +may. • 0 • • • • • • 0000 • • • 000••0 • • OL D • • • • .rs9•-• • •• 0000•• at • 0090•• • • • •0000• 9.6• 0000 • • • 9 9 9 •0•• 0.99 0609• •••0000• ••0• 696.9 •• •• 09 6 •996•• • ••6.96 • • • • • • • • • • 060000 ••999• • • • •0 0 0 0• 090 a 0 • • http ://www.floridabuilding.org/pr/pr app_dtl.aspx?param--vGEvxQwtDgtLTLgVRkE'Bfg... 9/6/2012 SEN.,AIR MICHAEL & "MIKE" BENNETT 21 st Disbtt Chairman Rauf Rodriguez Department of Community Affairs Building Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 •I'' 1 Tallahame, Florida 32399-1900 October 26, 2006 tX.1MMv1!'I YEWS: . AfFaUs, Chair Fiealih and HEM= Services Ap}xoplatlons Transportation Ad� Chairman Raul Rodriguez: It has come to my attention that certain jurisdictions are not accepting state approved products unless those products also have a Dade County Notice of Acceptance (NOA), even though the state -approved products are being used consistent with their approvals. _ As you know, the law documentation for use of that product Spe ifiicallv the law sWzs in s 553 842(3} and(4)• (3) Products or methods or systems of construction that require approval under,s. • • • have standardized testing or comparative or rational analysis methods established by the g,• see*:* • and that are certified by an approved product evaluation entity, testing laborato�r or oertifi on • • agency as complying with the standards specified by the code shall be approved ofs�atewi�et• • a 000000 • use. ...... •••• •••• .... .... (4) Products or methods or systems of construction requiring approval under s....... must 10 • • ..... • • a • • • approved by one of the methods established in subsection (5) before their use In e&xd uction 4 • � • • • • • • ;this state. Products may be approved by the commission for statewide use. ...... • • •• •. • • ...... .. . . • ••• • • •• Jrisdi+ctions such as Parkland and Coral Springs as well as others in the Palm Beach, Broward and Dade County area stili believe that an NOA Is required for all products Requiring an NOA is counter to the edire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested, approved and validated for use within our state. There is a ddrkmental economic impact to manufacturers when products are delayed in getting to market REPLY TO: O Yndewced Professional Parr Suite 90, 3653 Cortez Road West Braderdon, Florida 34210 (941) 727-634,9 D 216 Serrate Office Bulldr v, 404 South Monroe Street Taffahassee, Florida 32399-1100 (850) 487-5078 - serge's Website: www.fisar&egov T010 LEE President of the Senate President Pro Tempore Ober 26., 2406 Page 2 I am requesting the department and the Florida Building Commission develop a memorandum that highlights the requirements specified In the law and that clearly indicates that a separate Dade County NOA Is NOT required for state -approved products. I also recommend that this memorandum be distributed to all local building officials and posted on the BOAF website. I look forward to working with you towards a solution to this problem. Sincerely, Michael S. "Mike' Bennett Co. Secretary Thaddeus Cohen Tom Yeatman, Staff Director, Community Affairs . . .... ...... ...... . .. ...... .... .... . . .... .... ..... ...... ..... ..... .. .. .. . ...... . . . : ...... was STATE of FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS 'Dedicated to making Florida a better place to call home' JE9 60041 1,111,04, `I 1_,x'1 1 ' TWDEUS I> aoHeal, M smawy R Demo ' of �hvdwt Comp'CompUmm for the High Velocity Hul3icane done aid. Other Areas Accepting `sN'OA's" Fl n& Sbtufts, section 553.&42, govv= local amd state approval of buulft Pis dkecdY WSW tb &a structluai wind of buildings. The law establishm specific MthC& for tar demonshate coq9mce with the Flands Dalft Code but gives the manaAfaturer the option of obtaining either loud or stat$ approval. Stdta approved products must be we by local jumfichons within the fimitations of me esfiblidwd by dw sh tai approve[ without reguhment far furdw 'testier evahmi m or of evidence-- Mod& SutuM wWcn 553.5420 Prods or =&ods or systmns of WnsftC&M reqdring apgmval under S. $53.71 WWt be approved by one of tiro mein§' . established in mibsection (5) heir use iau moa in #his sista. b do commission far statewide we. No ' g a local s authority t amend � Flom,& * • DiDding Code as provided in this a4 swftwide apptoval Stilt pr+echuls local jwisciiczton� wqu hbg ft&wtvsthg, m n, or submission of otdier evidence as a comiatioa of VMS the p' the product is being used cowwwt with the conMow cf its approval) When aproduct 1% WO ..' tiro local cm's miftrity otmids oahl to datermidng dib product is being PsW.viddn tom. conditiou • by the qproval. 08'00' '..' . 0000.. ate approval of products for use in the Mg& Velocity Bmicsme ?.ane MVBP is but ppj ; • Wways based on a Notice of Aacepmwe (NC 4 Ike law gowsuftes m04 &Qftm odder of demmskaft ompliamce with RVM requiresnamts so hong as tlek pcodnW tre'testo&& :' evahumd udag the sWdK& bait sp'pIy in the HVM The '-Dade Cade ComPtimcP 0T=XvVbvW appEcaflow flair stars appwval of JW= pmducts and advise the Con nWon on their compliance wit$ BY= standards. C mpham con be dd=bed by accassbg the Oft approval online using the state approW mu nber checldag file amadm* prodc#s were til to and •the ' afuset°' An=vg by tb,-- SWo or ' ' Dade C -m mty a&ws wceptwce of a pm hwt for use wi ' &rower, the budding pwmkft mWwriEl► =A detcanhze wheffiw products cmpJYr wa lice repbrmwift of the Codd specific to the building fty are used hL 'The Salta or IE,ii mi -Dade appeovats pvvi& the Information required for Claris determimdio& Fudf w testing or enghuwing m1aandon cannot be roquh ed vnlass the petn* appliewt wishes to dmonstwft the prod rot can be rased oubide of the approved 1haitatim of me. 2586 SHUMRRD OAK BOULEVARD TALLAHASSEE, FLORIVA 32309-2100 Thane .8" 488.8466IS,ancom 278.8406 281.0781 W=AL8TATE==MFMM00ffV= 90SAMW MANAMMM move"& 0M air 0000.. 0000.. 0000.. The 'Nodo Off left band poroph rias pFo�i. Certification No.: Date. Revision Datet C ro in* omp"r- Cmdw CO ffifftaUW is - valid oni ly-When Adn%fffishVtb?-s goal is -Applied fo,6e, -upper a and. a ceitiftMion label r's,-:appBedIuAIz pradwt Tfik carfffiwMbo $W y to the appikable speallikadw; and that idl WdficOon :ai�a has- been The pt6d- * od Listed heXcra am appmved. Por-Astft- .1-0 VAO, ry 'qf 06ft*d Pw4um at Pleat mvkw, aud adv4O 900 tomedfawy wdow wi" 4wirOs Go Maw. A .0,10vot wx Road Product'L i ow Test Report. $0 NJ S"tion OUR Ian* wts,,"I IJ G)jW IA with'' Door 0,011 0000 N44 asp 85W/1022W • 0000 0000 1001911 oftho-P -00 The ft's jiwb& consik of "gd johftd pine W*,•Au Comm. • q44 aftd sealed usiW tbrmlo loft C-0110ruCtIOP" Of s4 gh Mullion :or - - W- - i lumber- with a pine M 4nd:g4ftd to the haggj" ifid e #10 x 3" PhIRps Fiat H,�,Ad W $=wr, 1 0.04 Where us4 the,overaft, insulated glass- wasgla=d iniq I rigid �-Otcime. 1 9.) tetap oaf Construction: Each door leaf was conshwted to 8" height) or 0,020"T8,01je ot),flfick.gaiva ='. dd st-661-fdai n.gs. Yi tiational Accreditation & Management j;OstitutejnC. 47.914.Peorge Washington Memorial Hllghway/klayes;. VA 23072 Tel. (804) rA4-51241Fw,, •0000: 0 0 00000 • 00*00 :0 so 0 • MO j--5rV`P-#ge2 06.1 - Stdioll RegisteAw Suppliers 21 ODL or Specialty* Endura Ultimate SOOded I A SWOVO" TOSt'or Acceptance Dab Provided with Ccertifloatiov,DOC Cati6n hicluded: ii Tian u ;.13i bCodie.-Coinplian*6 Notice of-.Aaeptance for -bite g MateriA NOWI�Ohff and ETC TOO Report Number 3.4 -Huftift'Charseftristi 4or foam. IRMW Det' pa,.�nuW by 1)(40t UboratoAft to ASTM � M-980 *ft � T' M40thod 9*- ftrOing ChAr of Buffdffig M'AtM9bRqv*rt Wo. An --CajctjojW--f f or e i lPq W- ,on 9000-POdbrAW Uis R., AA &MO --M*Ot IMOtuft, lie, W-4-1416. See. gWitioftal Pages Of ;�crdfiOdOn fOr CertMed'Produat Live Matdx(s) W InsOR4o#D"'Is. if you havd any. qu — -j ... 't NAM( at (W)4944.1214... n )VOtio *,al AcgrOditation .Management gement institute, Inc. 4794`Vwrge WashhWon Memortal Higbway/Hayes, VA 230-72 T -'M4 - (.804).684-5122- ef, 684-5124IF'a.xw G mpany: ssOnite.44II�nyt�e, Cgripgro [ �iV �5 P�t1 Road Road �v St + hicngo,:IY,. 6�3I1 py� 1 eni�an N6,, N1606I:1 r.:M 2 0., -:2 Cevfi4iadan Date : 07J29/2,005 1��aa. >l1�te::. 1.2/3.%f201a �,�pp y��yy//{f y�/�� {.� f� �] opaque �],r /�}{'p"��y� P�tDgl4Rrt.Y .1VI.etA1-�lge ?VJJ�{piie a. VsliN� ♦♦ A .7YT°/ •til{Ai:��y.J,Y�ciW'U��.•aaaY6r�4s4".�V��i�W' n Dwo:: t1:,/T9/-201:0 p'{�.}q�.�y�%s(qr�"`��•'�-�yyg�ppr,AX717{/�1 wy�l�E€�ev�isti� .�T.'r• IJ'{dV.i4.i6' �-{yy� �y y��y�p (� n �,�.} lyeo1i11%irWkF'li t�+{F u: .l^ [:V.•WV: � Msleur�Y'^T�:il +�.Q7.11 :1d#dp4�10: Mot�s�.r,}. —T•` > .r .`��4y��.,(��j' fabe'l1'�Pre.se�R'�3'�7'+U�UI�:�fD �t�l � i��2i+• t� � �'LOW ,�4iS: tl mfr„ t�kiy:1►t'a�?bit�:r9s.tl'ocutiteat, :the certi:f ition ': CO"hied'.Rrgd4ct;:'[;%t XAMP.:. _ ' s # is e a i�tive t for9tifigg ikiain • Rs.ti%itt l'!h"dPI�:A ''� 't• FIi,L.FAAg`„' �m�e AIN 441: tnd'40ds .hots A 1nswic Ga l�cdnrigamtion. or y" �4 .. a E w i aw w.N mug or _ 0utwlQ Des# Tst'eo '. ' N�imber Drawlhg:Number X. +76 Raw Wk' ue. _ a:$r> lf/a (�%JLi� has "5Single x¢ " M:�nihirifl 1�IF 1114 Nur Dal Q-IBb4 -123488 XX I/S Cip1 g1} ? 'rxX: ,$sa Double E I MU'h11ottr P-Wd Size: 3'0"x .6 9" AhChdt--D ail- AFLO`i°32-05 ii-IT!10 O/ Opac *3>ts�=rSi�aer:3�o�.X{ y s •°i0elimr larf-MA,,VLO 324s �y O/O t uesDOOP ', A# —8- 1 »�?$ 8 as le wl ideifte. :?g .. tiC)'' MaxDouble vioiU�Panc� S1z '., O. X 6W/S1de1*. MI tjfai]-MA44132-6s : 2i .p2 yy��I■y��](r ,mal'/I(#� /� pt��,]j�y�p ,�j^�'�y�� ))�.1{e./gi ,.77(('��pp V�y1/,1V/g�(nv1.p y.�.p�i Y/•moi ,r��ry�yry�M V'.liyeYw�yy�ho ip '•V- wg to ,vi-`� �pa 9:i;f:,.+�°L lY'�4�Y. yt�9_05_ �, ,�5•: t� y y� «App'lA1+INa.4J"j( '{Uq♦i�r r-ist17dUG��a.n:J•V�X.� " fi'a 9Yl 1t3V:�LLVJ i1...AMrRf4'f '-Surat to MuhmimTO-Od AW. 3W. 3r "Xf 1/SsY' ?�aia 1e wlbI elites I Atb6i;1*4 A1AC1►eiJ 13�tA9lr-I0732*Ds. 21014 • 6 .01S. 10�-k � �R.� p E yeV '01 • �° 'a97.f��isc0'e''�� ;T3er�S� �K�1��.�'+"a4l�il��.��A�EuJi: 9 »i+3� �li�L: "r t t'1-MtY L0132 5: , glB/S1lltesA�.. 6 S •• F ••• • • • •' • •• C X.M. IIS s1e. boors• _ 4 " yypp LarE��y� 11 a J4fi' _ t J� AU 1�til�'y° 7�2 - ? 4I1=1 V":Y.� '•aUi Pv 3'N�7C'f' .7��4451:11:5 HrlSfiielitesled Sfidelites • •;•• 19 s -Dotabe ••• •• • •idls*7o OXO O/S C a�gwe �c rrs 1 �' � x � �*T=$S o�ib e `idelit >i. *� t . 11tirrr'S'aneli`jZi3 3'0'' & it'11'delite;,3'O"X b ►ettor ; 16142.65l W/SIC1el1teS �r�&Zeci . til ir21:o-1905- I X3;456 • • • • I;nilonatcxi'eCiI1F�ar►n h`r a�,.a.�e,�s'.. �� Y �. ' .., _ _ �Iitm-NQ amtn Psaef Sim; 3°®"'�c'6'$"!$id lite: 3'`0" z E " I]AfYiir.M� Ct na an ne • • : : • •' et c: ( 1 ,�xx tv i W.P. 09nots, VA. 2M72 Company-. Masonite InternOlonal Corporation 1955 Powls Road cimmcatioil Noyi N1006115-IR3 Va 4 Cerfifimdon Date: 6712912005 • ReVISIOn ])Me.*. 1.1119/20.10 Product:. mefA-E Steel 0"4010 , dgg Mood Prime unless noted) Soceftations TIm"'Tim TIAR4%4062-14/10 E336., W I'VIthht-A*dEcom ent. The affif atioln label _pro NAMI'sdards.tim -NAAW:s 7A foorfaf fwd t� .... . . ... . NAM,.& Iftswing Gazed ;;trualkftl Witer Test Report Nus er coafturation or -or MAXIMM Destp To & Outawlam Opaque.. RAW Comments x 1/9 0"0 x S, V +49.3/-483 'Uj.' Yes JV NOTIA 49SO4,,Z3AS.6 Singlo maxiniumpaw size,O, Tt 9!V, Anobor beaii-- X1013 3-(15 x O/S44-9,3"- Op"ne U. Single U imimumphod) sjz� a,o".x 0., Xx. TO NCT W.Jq-19M.,J a,3.A,5A Ooublef mlchorRS!�I- TL0133-05 X. X.OSS .0paqO i 00"-Xjry +U31-4,93 i psf 'Yes1+0:. A5fi .Dou6i W3" 9 W 133.0S XO)OX Single vWdelfti ClazatfISIdAt x V 04.33-05 XO/OX W, "-:Door. '"W. ;K No I 0001,ft M- zw_MSO,4�2-3 4 5 6 SingleMw"thm- PAW She: WO'*4 I;AZ0iW'+. 31)", W' OXO. Vs.Om*00br. TV* 9W. 4M. -VA" Ury Psf. Door -Yet Single OX -0 WWI r- G" 4,48-V 9 7.M.+ p4f; D66r-Yes NPT*21+U-1J9WJ4:��,,,4+,5.6 Sbee vV/Swelites oonmwice.-. Jlrx. ..3 0" A*hOr+Wa-MA-PLO+13,14.3. OXX0 DOM -8 lr* x.`.'&" 448,31-4&. 3 2.8,6 Fxf 775W�wg. Double w/SidoUft Vland-SVelm SIM N Ow OIg xe WCU, _2j 04980-1" Double W0,11,14elites. MwmWwP*W.SiU- 3*0-&"-/Siddoe. 3T" x T 7. Nafloust Aceredftaftn NAM,.& Company: Mason iteinternational C91 grgog &eaftb'itto. tv-,, N100.6 ls-ro :tai 1955 PoWts Road. C6rtM=don Uates 0.9/2912005 West ChIcago,3L. 60195 ExpWWou Date.. J2/3112-0114 Rovidon Dates 11119I2410 Produet. l etal-Edge' .tcel' 3; d a 1 4'c F ne nMOM noted) The "Notice nf'Procl.r>ct �em1t9'IWat�ic►as' ;ls:o>�sl'valtii t:N:+lwlctelan '?eta fid paTu.a1 Abaflti's document. The cercttiY Won label represealt pr©dnec coattbrmit5r to a �l l; a i t C►zi gat t'lii�[t' t c�+�aitQaa Ci l+'s b -s l cThts. p udt,.*Us;been-.Ap.proved *f6r-.listaatg itlatn Nl I's Certs r t[` 'rocluct°Ltstian9 at M 1�atCi 1�: bola en . 1+1 '$` erii i l#ia�b 'r ragret isci t a1 4 Ttae; iori i�,; at9or��ir #a>�i�artls tn9t�tute ( .1' j. ... •tel; 4No4i � ) •Lx��• • • ��yy Its, `Fest l$epbrtXvkber. CoufgpratiQn• or' or M - u fA jDestgd TOW. t Dra i g GVnmRr r 8c Outs lx4 :. _ ' .:.... : fttodC.O.mments •NGr',t1A14- 897-1.,2.34;,;6. single• Via? aritc�m� �:Iic: 3'0" � 5'>I" hor:'1*lwiK-A-FLQ134-05 OiS IM. szed M, Os. 16010 :1 NC.'I':L>2a03M-1,2.3.006 Single Ix0mum1w l:.$ize -3'10" `x.6,8" �ne11�t I�.eta�*ivtA�TL013A=03 x Vs. $w'' - W6$" ^FTarza-: 5.' � i �3� %FitNC-M-2104'*07-I',2,3,�S DoubleI1fie�tiiiltim L'anel Side: yo -k 6'8" •wchok-DOW-N1 - L0134.05 XX, O/S• •t1 61.» ` 'F,�3,ir}...�1t•�St},5.,Q } 'bio gs,G �y. ¢ Dor<ble ] d,I�m:2�1x�o-1,sp9pj, 11 1T iIg1 �.pN18120; 3.rhx.R 6ae" yy xOiOx: � �g 'll �7 /-�9 -dj - or ` piV+1�3A-gBOO �' i� V,��?�� N�'r,�1'en21 °ili;�"l�a�i�a� 4 Single w/Sidefite Crud i el'4t `ill l3ie-No wt:r�'I tstl r�r�riV19/20121-02 gocxznum ['a 1 size 3'u ,x s's" Anchor Feta W4 -FLU 134-45 . XO/OX. -0/S 0 MtIt4T Single w/Sidelites I : it 4 iia am! P ne�.S.izc:.3`�"•x. '>I ulroalra.-1v1A:i�t�l?.134-0s OXO' i1S. iO`10�odaeox 9�' .'� xv SIrigle: W/SdeO Villi [t1� i�'X. , �� , • ..; f •talc :ham';: . il-A� � trl'34-t1S OXy • ' 79 f S.inglrr'wlSade�[Z�,s �3lttzed:;�'g� �lit'ct�-i� lvlax�lviii:I4:SI�e:3'0"'}f,5'8~ . . . •�Y• • �A7i�r�ialior'yy/.il:7vi.�+1?It1T O O q� its �y 1 i Gl.�!!i►�•• •� � �—t�. •• �/►/�(� T.FV'.rfJ'f.7�Ji� t,g�r y .X+ft►W'�1: yq �q dY�kiri �'GY{i' .y!, '.1 .+�+A7s°l�7 Double w/SidbiltB3 �Li ?°d' • • • •• • • • •; tl Itt o �lnlilAi:'P$t1Et �laa:3�q''x.lr'8' OXO Olt r AzedDo 12'!0" x tS°$" E� ti: /-517 5 rp: '. o:te No 1rZli4-i897�1:2;11k;S�S Double w Weifte3 Olctze Teta • • • i • • S'i�#es�t+I�t h4aatii�.u�s E�1� Si�e:.3°U"'c,6'.8" • • � • • • • ctcIIt�#I=l�tk-1:L413�-05 National Acere t oA & it :.ung# 94 i t W th 'IffighwaySaws. VA W2 ... •tel; 4No4i � ) •Lx��• • • ��yy Its, Uih'any! Masonite Internattonst I ina-rvkaw-oA-- ".55-POWSROad West Chicago, IL 60186- cerifficadon No.: Cortification Date: Uptrution Date: NIO19SiI5<R-3Pa ; 6 47129/2005 12/3-1/2014 11/19/201.0 gor 00twing Dw -,WAffd W/O*-Nft-ft S#WfimflonsTasit6dTiv. IA92024��`&3$0 Il- eepraonu.uductoont6rtn.UY.iO..tb*e.4p U- M" Tmd:* #An or -listing lithin 01tea vedf -#PbOm 00? IM prp(1`44�W�a Appraved t eV& Im"Ang GlIzed ftV0J4f'd--- W f4bak 'Test",Repan-Number or Or: -mA%'*qm Tta TUC 1*000t DrawingNumber 0,UtSjA4n 4t B420 Si* pts w Pr-essUi* Ated 'Comments X Single US Otaxed 1"j. -O" x -9V'* -143W.No. ] ha atPan4.Size:3'0"x. 3* AWfigr-DeW-14�-FLOUS�05 X Slagle 0/-S Glazed re."x-a-VI +431-4.5 :6.48' 91? ISS Grow W-0 x -3v _W/43 NC -A X. OIS B*W 443 )43 *49 -pe Double see National Accreditation A6WWU&ma*5*uWW*MQ4 OeomOft"OMAYM m VAaO72 eV& 1432WoodtordRd. Manufacturer. Masonite Lewisv111e, NC 27023 Report #. 502A sae-04o-96io5 Oate: 12/25/08 . Product Double Door with sidelites 12'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for Installing product to. substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG -MA FLO120-05 DWG-MA-FLO132-05 DWG -MA FLO147-06 DWG-MA-FL0162-07 DWG-MA-FL0122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FL0124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG -MA FLO170-07 DWG -MA FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG4A-FL0172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be uallfied: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapoon, for masonry installation Anchor capacity In shear condition: Fastener type: *10 wood screw (NDS 2005,11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t,= L000 in Main member thickness•. tm= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F. = 3,350 psi Minimum required penetration: L330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor. Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 flWanchor Mode IV Fastener type: 3/16" rrW Topton N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: L25 in Minimum edge distance: L13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs • 0060 • • • Actual edge. distance: 2.50 in • • • 0000 ••••�• Design value per interpolation: Z = 189 lbs • • • :0. • • • • 0000•• • Allowable Design Value: Z'= 189 lbs/anchor • •• 0000•• 0000•• Minimum michor capacity: 171 Ibs/anchor• • • • r • • • • • 0600 • • Note: Anchors with the least capacity Is used for calculations to qualify anchors whit higher capadty. • 0686 • 6 •6•• Anchor calculations, minimum reaulred anchors 666• 6•:6. 6 • 6 . 6 • • bauble pressmre against stops with bump threshold: • • 09: 6 6.6 • • • •• •• 36.38 36.38 Design pressure: 60.0 6• • 0000•• • � psf • • • • • • f • • Al Al I Area Land Ind. Max. Anch4• Zone O.C. Crap. 6 Load Resu11 Y 1:0: • • i • 6 • 060: • cft2) Obs) (in) • . . az� 79.25 On) Obs)' ...... • . aObs) • Al Al A7 2.3 138 NIA WA 171 1 138 OK • • �—' A2 7.7 463 6.00 21.00 171 5 93 OK 1 1 72.75 A3 7.7 463 WA WA 171 3 154 OK Luis R. Lomas RF. c1 No.: 62514 Luis R., I auras P 1432 Woodford Rd. Manufacturer. Masonite I. ewlsvple, NC 27023 Report ##• 509A. 33&945-9695 sss5 Date: 12/25709 Double. Pressure away fromstops 36.38 36.38 t Design pressure: 60.0 psf Ar" Load Anchor Mrl-ll 79.25 Zone (M) �n O.C. Cap. QtyI-d Result (in) obs) (lbs) Al 10.0 601 6.00 21.00 171 j120 OK 72.75 Az 10.0 601 WA WA 171 4 150 OK Double. Pressure uaainst stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf IIN At Al Area toad Ind. I:-II axAnchor• i' y one (ft.)bs) o„) .C. cap. Load Result (In) Obs) ' pbs) 79.25 Ar 1 2.3 138 WA I WA 1 171 1 1 138 1 OK t -• AZ8.9 532 6.00 21.00 171 5 106 OK ' A3 7.7 463 WA WA 171. 3 154 OK _ 72.75 A. 10.0 601 WA I WA 171 4 150 1 OK Luis R. Lomas P.F No. 625-t:' 0000•• • • • 0000•• 0000•• 0000• • 0000• 0000•• • • • 0069•• Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Max. , t �° Load ind. Al Zone (fe) obs) (in) O.C. � Q,yI�) i' Y Y A, on) 2.4 146 , WA WA 171 1 146 1�� 1 /I� /I� 79.25 A2 7.9 473 6.00 21.00 171 5 95 A4 At A9 7.8 468 WA WA 171 3 156 A4 2.3 138 WA WA 171 1 138 14775 As 7.7 463 WA WA 171 3 154 Double with stdelltes. Pressure away from stops Design pressure: . 60.0 psf 0066 37.50 36.38 36.38 37.50 Ate, • • • •. f t ' � Area Loud Xnd.Mox. Cop. 'It Al (ft2) �) M Qty • �Al/ 1 1 J 79.25 on)" • • ? [A2/y At 2.4 146 WA WA .171 1 • 01"0 OK • AZ 7.9 473 6.00 21.00 171 5 • • 9'J OIC. • • • • Al A3 8.9 537 WA WA 171 4 ••194 OK • • A4 10.0 601 I WA 1WA 171 4 • SO • Or. ; • • 147.75 . • • • • Double with sidelltes. Pressure against stops with saddle threshold: • • • • • • • Design pressure: 60.0 psf • • 0000•• ' 37.50 36.38 36.38 37.50 Max. Zee Area Load I obs) Ind. Cap. • Result i � i Al s �'3 Al cftz) (�►� an)• WA nos. obs) _ _ A3 2.4 146 WA 171 1 146 OK j I I I 79.25 Az 7.9 473 6.00 21.00 171 5 95 OK Al Al At 7.8 468 WA WA 171 3 156 OK A4 8.9 537 WA WA 1 171 1 4 1 134 OK 147.75 As 2.3 138 N/A WA 171 1 138 OK Ab 7.7 463 N/A N/A 171 3 154 OK A7 10.0 601 N/A WA 171 4 150 1 OK Luis R. Lomas P.F No. 625-t:' 0000•• • • • 0000•• 0000•• 0000• • 0000• 0000•• • • • 0069•• 1432 Woodford Rd. Manufacturer. Masonite I RWtclry7fy, Nr: 97/MO RArNirf 0: -';P-A 336-945-9695 Date: 12/29/09 Anchor Locations: Double doorvOth sidelites 8 m "` Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. X\ r; Luis R. Lomas P.E. III ILV IV 0000 • 9 0000 0000•• 0000•• • •• 0000.• • 0000•• • • • ...• 0000 • • ...• 0000 •.91. .99090 0090 •99.• 0000.• . • • • • . •0090• 0000.• • • • • • • . • •000000 0 0 Soo• • 0 • Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. X\ r; Luis R. Lomas P.E. III ILV IV 4of4 1-U/s R. Lomas P. E. 1432 Woodford Rd. Manufacturer Masonite Report ii. 6Lr1A 338=945-8888 _ Date: 12/29/09 Anchor Locations: Double door ® 36.38 36.36 6.00 TYP. 6.Oo T'p. + 18.19 TYp. 3.00 T'P. e 1 6.00 -T- 13.45 13.45 MAX. O.0 1 79.26 0000 • • 0000 6.00 •• • •S • 1 0000•• • •• 0000•• • 0000 Soso s0os 0000 •Boos• sso• • • • • • 6• •• •• • Note: 000000 • Anchor locations indicated In this document are the minimum required for the described product exposediat the dbsign :060:0 pressure Indicated herein. 6 • s 60 0 0 000 • • • • • 0606•• • • • ••600• •0606• •000• 6 • •660• •0006• • • • 0000•• 1/7/2010 I .. 51UL-HINUEU METAL -EDGE STEEL DOUR UNIT I 6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES GENERAL N07ES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION • DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM 0635 0.77 IN MIN SMOKE DENSITY ASTM 02843 13.47. TENSILE STRENGTH* ASTM 0638 7.50% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 Well&C►101'AW1 �. >?3. Na: N I Duos R 1313 11.13 1313ff�313 u u u u• ••0 JI u • SINGLE DOOR UNIT DOUBLE DOOR UNIT • • 000 . • • • • • • • •SINGLE DODR UNIT • • • � Sly 0000•• TABLE OF CONTENTS C 41� SHEET # DESCRIPTION wnvvgn 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS e•9e• • • • 0000• • 0000• • 0090 000 • 0•, 1 sees:* • 0000.0 149- MAX. VVERAL FRAME WIDTH 4' "SHA 36.375" MAX. - D.LO. PANEL WIDTH37.5" MAX. W/ASTRAGAL I` FRAME WIDTH 999 • • * • • WHERE; WAjE SURE RATIN .REQUIRED TO BE OUTSW VG INSWING 1-76.0 -76.0 +19.0 -19. 1'.55.0 -55.0 +19.0 -19. 1-55.0 -55.0 +19.0 -19. F55.0 -55.0 +19.0 -19. 155.0 -55.0 +19.0 -19. 19-1 hil DOUBLE DOOR UNIT WISIDELITES SINGLE DOW � W/Slnr^r ITFS 0000•• DOUBLE DOOR UNIT W/SIDELITES KURT BALMVOR FLORIDA P. E. 156533 U Oy N GY 2 .Rog A. O y m W o� o m B En Z5 ick - DATE. SCDWCHDR 0 3" 1 I "E" 3.. 3" � � c - 3" 3" 12 SEE DETAIL "C" . 1 ....�. o N N w r a SEE DETAIL t "D" 3" 1 I "E" 3.. 3" � � c - 3" 3" 12 SEE DETAIL "C" If 3" 3" --1 - 3" i 3. 6" SEE DETAIL __.. to • • 2-1/2" ,#10 ; 2., .... ....�. o N N w • . .. a SEE DETAIL "D" J 2-1/2"•..:.. 6" % 314" • W ,��.�s�w,•,., 0 .• 3- in in Li •o- G }'tD't 2" .••• io •MAIL "E`:A TRAG,3f•:•• 0 w 6-- C ASTRAGAL DETAIL "D" .. • • • • Y ATTACK RETAIL • �pLT ZQIWUGE PLATE TO F4A#E ; SRI•• NI TERJOR DRAWING •••••• GLAZING AS SHO DWG-MA-FLO132-05 .. . . ... . . . . ... . . .. { 0.962"1 Ada6rn to iI 1.375" lvla ice- "c3 -- �J T :, t Do pah"t INSWING THRESHOLD OUTSWING THRESHOLD B o 6" f 6" 3" Il�lr 6" 6" --11 it I If 3" 3" --1 - 3" i 3. 6" SEE DETAIL __.. to • • 2-1/2" ,#10 ; 2., .... ....�. o N N w • . .. a SEE DETAIL "D" J 2-1/2"•..:.. • • # 9 % 314" • W ,��.�s�w,•,., 0 .• 0: o in SCALE: Li •o- G }'tD't 2" .••• io •MAIL "E`:A TRAG,3f•:•• i 6-- #8 x • • 2-1/2" ,#10 ; 2., .... ....�. .�.... .... # j-112" 2" .. . .. . • • . .. \� #6 X 1-1/2" PHS #8 x 2-1/2"•..:.. • • # 9 % 314" • z ,��.�s�w,•,., 0 .• a •..• . • SCALE: 314" •..:. •. r«v.. '• ' }'tD't 2" .••• .#9 •••• •MAIL "E`:A TRAG,3f•:•• ! . g«�. '� AI C ASTRAGAL DETAIL "D" .. • • • • ATTACK RETAIL • �pLT ZQIWUGE PLATE TO F4A#E ; SRI•• NI TERJOR DRAWING •••••• GLAZING AS SHO DWG-MA-FLO132-05 .. . . ... . . . . ... . . .. { 0.962"1 Ada6rn to iI 1.375" lvla ice- "c3 -- T T :, t Do pah"t INSWING THRESHOLD OUTSWING THRESHOLD EE DETAIL C" 6" cc W U O Q 10 Lr J i= cc 3O U O � � U W ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH Qi;�FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 99s OR Equal\ ALUM, STEEL OR HUSPACER M \� #6 X 1-1/2" PHS z ,��.�s�w,•,., OATE:. 7/25/©5 SCALE: r«v.. '• ' Dwc. BY: SIMS DOW OR EQUAL ! . g«�. '� CHK. BY: NO.: SRI•• NI TERJOR DRAWING TYPICAL GLAZING DETAIL DWG-MA-FLO132-05 2 or .3 SHEET SEE DETAIL "C" SHT. 2 6" 6" 3" —� !'- C 3" I 3" C 1 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS.PREPAii::: ....+• SIGNED AND SEALED BY LUIS R. LOMAS,•Ar •• .• (FLORIDA #62514) WITH THE LOWEST (LFASII. �..� 9.99%• FASTENER RATING FROM THE DIFFERENT FA&.&NERS • BEING CONSIDERED FOR USE. JAMB, HEAaeeAND •..• THRESHOLD FASTENERS ANALYZED FOR T%S.L NIT INc{r. M 90•00 #10 WOOD SCREWS OR 3/16" TAPCONS...AeRHYSICO"e ..:..' SHIM MUST BE PLACED IN SHIM SPACE AVFC:AtH AWAOR ••••�• LOCATION. .. •.9. 0 • 2. THE WOOD SCREW SINGLE SHEAR DESIGN• VALUES G6&1 -FROM. ••••• ANSI/AF&PA NDA FOR SOUTHERN PINE LOWER AND• AC"EIVEKXAr: OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MOW &HIEVE MINIMUM EMBEDMENT OF 1-1/4-. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. io I II I -II 6" 6" I1 I SggIf,�. 980 GRADE 1 DEADLOCK HARDWARE .TO BE INSTALLED q.:%-;112" CENTERLINE. 2. 4,"944of FULL MORTISE BUTT HINGES N W O cr- U cr q if SEE DETAIL 0 N "D" SHT. 2- _ >j — V) N J Q .— Q W } wir m a It rcd _ I II 11 11 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS.PREPAii::: ....+• SIGNED AND SEALED BY LUIS R. LOMAS,•Ar •• .• (FLORIDA #62514) WITH THE LOWEST (LFASII. �..� 9.99%• FASTENER RATING FROM THE DIFFERENT FA&.&NERS • BEING CONSIDERED FOR USE. JAMB, HEAaeeAND •..• THRESHOLD FASTENERS ANALYZED FOR T%S.L NIT INc{r. M 90•00 #10 WOOD SCREWS OR 3/16" TAPCONS...AeRHYSICO"e ..:..' SHIM MUST BE PLACED IN SHIM SPACE AVFC:AtH AWAOR ••••�• LOCATION. .. •.9. 0 • 2. THE WOOD SCREW SINGLE SHEAR DESIGN• VALUES G6&1 -FROM. ••••• ANSI/AF&PA NDA FOR SOUTHERN PINE LOWER AND• AC"EIVEKXAr: OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MOW &HIEVE MINIMUM EMBEDMENT OF 1-1/4-. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. io I II I -II 6" 6" I1 I SggIf,�. 980 GRADE 1 DEADLOCK HARDWARE .TO BE INSTALLED q.:%-;112" CENTERLINE. 2. 4,"944of FULL MORTISE BUTT HINGES �o O cr- z �O cr q 0 W Q _ — V) N J CO Ld mac' .— Q W B w B 0 a _ I II 11 11 _ II I io I w 3" 6" — 6" ••• HARDWARE SCHEDULE .1. 14N1.!�2T SERIES 400 GRADE 3 CYLINDRICAL LATCH AND CL 00 c SggIf,�. 980 GRADE 1 DEADLOCK HARDWARE .TO BE INSTALLED q.:%-;112" CENTERLINE. 2. 4,"944of FULL MORTISE BUTT HINGES .... ...... • • • • . "•• • A 9999•• • • • 255" • • : 0.25" • MIN ` S91it • • 0.25" SN TYPICAL WOOD BUCK TYPICAL MASONRY ANCHOR INSTALLATION ANCHOR INSTALLATION Addefd n to KWI Ce UUMND. !Vr6a s- 2.3 mmm DATE. 7/25/05 SCALE: NAS. CHK. SY: DRAY/MG NO- DWG—MA—FLOL32-05 sHEET 3 a 3 f CL 00 c �o O cr- z �O cr q 0 U)U C) CO Ld mac' DATE. 7/25/05 SCALE: NAS. CHK. SY: DRAY/MG NO- DWG—MA—FLOL32-05 sHEET 3 a 3