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RC-08-791Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: March 16, 2009 Inspector: Bruhn, Norman Owner: KOKIEL, JOEL Job Address: 1431 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132050240280 Building Department Comments Passed sitidy./1.7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 83080. cc Provide revision for windows and doors permit. All previous inspections must be complete, framing, slab. � L March 13, 2009 Page 1 of 17 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 '35�7iEFi"f�i` Inspection Date: 10/29/2008 Inspector: Devaney, Michael Owner: KOKIEL, JOEL Job Address: 1431 101 Street Miami Shores Village, FL Project: <NONE> Contractor: DD&D ELECTRICAL SERVICE INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132050240280 Lot: Phone: (305)839 -2986 Building Department Comments ELC DEMO OC1 2 0 Passed Inspector Comments —'' I' SA__ /'/le / e, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, October 28, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit No. ELOP- Master Permit No. t, 0 t 1 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) V 1 0 Et Owner's Address l 4, J l Phone # City•? �C� ice-- �— State 17%1-- Zip -3 :3C Tenant/Lessee Name Phone # E-MAIL: Job Address (where the work is being done) VA T' l 0 ( -v' City Miami Shores Village County Miami -Dade Zip `. .\ FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name D. 0X J° Phone # SS- 3 - 831n Contractor's Address i t✓ lf Si-- j- City g i t'�" State f- 1 Zip 30 )3 Qualifier Name MA/A)0. f Z_- Phone # 3Vr- ?"9`-'g311-0 State Certificate or Registration No. 01 0000 21 E -MAIL: Certificate of Competency No. 0 0 )S3 '0 Architect/Engineer's Name (if applicable) Phone # ov Value of Work For this Permit $ ( 10 00 ° Square / Linear Footage Of Work: Type of Work: ❑Addition ctiAlteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: M419041414.) A li- l i S' A 0'114 I4 r co Dom' S _ 9 ! ******** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * *. * *xxc * * * * * * * * * * * ***** Submittal Fee $ Permit Fee $ 1117A,2# CCF $ 1.7 6 CO /CC Notary $ ....(.1) Training /Education Fee $ y.A D A 4 chnology Fee $ (U.51) Scanning $ -3 .03 Radon $ fI DPBR $ Zoning $ Bond $ Code Enforcement $ j i j ' j / 210.1bli.Xee $ Structural Review. $ Total Fee Now Due $ +40.10 MIAMI SHORES VILLAGE Arlx 6/4/0 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and, installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the not whose property is subject to attachment for the first insp.i tion which occurs s e inspection will t be approved and a r so, a cer en (7) day inspection Signature Owner or Agent The fore oing instrument / j�was aclfnowl day o, 20 �, by t�WjdgIeIeme,his w o is personally k own to me or who has produced dsv- mmencement and construction lien law brochure will be delivered to the person fled copy of the recorded notice of commencement must be posted at the job site after the building permit is issued. In the absence of such posted notice, the e will be charged As identification and who did tto an oath. OTAR PUBLIC: 4..\-..4%,,:,,s, %' Sign: G�..R,o© ,.,4,. 4° g �o ■ Print: geNc c, , ,..,5' a� My Commission Expires: o`S,' ^ '�, e xxx vexxxxxxxxxx9exxxxxxxxxxxxxxxx APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instr ment was acknowledged before me this day of 'JO , 20 ddi , by OM _M"i _ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: aexxxxxxxx xxxxxx Sign: Print: My Commission flooded through 1st State Insurance xpires: ********************************************* �►��►— -- Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/09/2008 Inspector: Levrock, James Owner: KOKIEL, JOEL Job Address: 1431 101 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Block: Contractor: TECO PEOPLES GAS SYSTEM Phone Number Parcel Number 1132050240280 Lot: Phone: (305)957 -3857 Building Department Comments PUBLIC WORKS NEW GAS SERVICE FROM GAS MAIN LOCATED IN THE SOUTH R/W TO # 1431. to 1 0 2000 Passed to Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, October 8, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVED PERMIT APPLICATION JU , 'Q 2008 FBC 2004 Permit No. Pt^ OF-IZ J L Master Permit No. V' Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) ..106-(-- te—O V—CC. L- Phone # Owner's Address t�3� �� tO t GT City IA- s ci 5 State 1C. Zip ,3 \3e Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) \ -ji City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # 33(3 r Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2;Ae Square / Linear Footage Of Work: Type of Work: ['Addition Alteration ['New ❑ Repair /Replace ❑ Demolition Describe Work: ti3 >�i. -'"� t�E_d 003 „ Submittal Fee $ Permit Fee $ / CCF $ f! e4 CO /CC Notary $ S.60 Training/Education Fee $ OP) Technology Fee $ 4, 75 Scanning $ -6.06 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ ". Structural Review. $ Total Fee Now i $ ,.5 JUL 1 7 2008 See Reverse side —* 11P MIAMI SHORES VILLAGE S Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good, faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also . certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sever (7) •ays after the building permit is issued. In the absence of such posted notice, the inspection willJit be approved and a rei pectio fee will be charged. Signature Owner or Agent The for oiyn�g instrument was ac day of .JJ `v , 200/, by ho is personally known to me or who has produced owl dged efore me this OTAR Sign: Print: As identification and who did take an oath. UBLIC: Signature Contractor The foregoing instrument was acknowledged before me this day of , b • , y who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: \'' ti Sign: My Commission Expires: (p„. tiat° co-ice Print: �p`�G��� 5Pr, My Commission Expires: x*xx*xx *xxx*x ***x*xx********x*x*x*x ^��*w 11.0741Alr Ate APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: 4 o€, ( IJ))1 fZ _ DATE: ADDRESS: 14 ( C D l to q tiGl 74vs ..4 3,4 ECEO VIED j ;a 2000 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this cons ction Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstate t of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4.; I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structured meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for &ny wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which ./.uld include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out firs, ,obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this 1 day of abl? , 20 a By K 61 who was personally known to me or who has Produced there License or SS rb as identification. OWNER MONICAL �Y e�� MY COMMISSION M DD 4839 9h 1:1 ,•• •= EXPIRES; October 20, 2009 Undam asf aandadThnl N� Paella Miami Shores Village :a E Building Department �' JUL 2�oe 2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: __� -1� Tel: (305) 795.2204 Fax: (305) 756.8972 " BUILDING PERMIT APPLICATION FBC 2004 Permit No. 1'' A)59 - -) E4 Master Permit No.oI Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) )00, Phone # Owner's Address \ '*3` 1■10— t t City Wk.- 'Li� State Zip ''/S-1 Phone # Tenant/Lessee Name E-MAIL: Job Address (where the work is being done) \131 City Miami Shores Village County Miami -Dade Zip l� FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address / V 5"Z % 7 92-- "17-17- City /1 Qualifier Name State Certificate or E -MAIL: Phone # 35 V/<3 6'2-9 z 331e 5 // Phone ## J� ?J ' 7 P R istration No. th✓'' fi��ilertificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square,/ Linear Footage Of Work: Type of Work: ['Addition Describe Work: `S; /� 'Iteration ❑New ❑ Repair /Replace ❑ D emolition **** * ** * * * * * * ** * * * * * * * * * * * * * * * * * * ** Submittal. Fee $ roe Permit Fee $ Notary$ 5.03 Scanning $6N Training /Education Fee $ Radon $ :F V i2_o DPBR $ CCF $ 34 CO /CC Technology Fee $ 525 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ • 6 See Reverse side —> 4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev 7) days after the building permit is issued. In the absence of such posted notice, the inspection will rcpt be approved and a r: cnspe. ion fee will be charged Signature The for day of ho is Owner or Agent Ding instrument qw a owl • ged bef. re me t istS ,200 ,by ersonally known to me or who has produced As identification and who did tak NOTAR;, PUBLIC: Sign: Print: My Commission Expires: i APPLICATION APPROVED BY: (Revised•02 /08/06) Signature Contractor The foregoing instrument was acknowledged before me this 3 day of who is to me or who has produced as identification and who did take an oath. My Commission Expires: de* * ** * * * * * * * *xxxxxx iv* *r. * ** * ** * ** ***** * * * * ** ** * * * * * ** * * * * * * * * *** * * * ** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # ( b'7'-'! MECHAN ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT BATH TUB SWITCH OUTLETS SPACE HEATERS FEE DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES A/C (WIND) �' FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER'CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT • A/C WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER WATER SERVICE SPECIAL PURPOSE. SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE /RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING • • •• •• • • • • • •• • • • • • • • . •• • • •• BUILDING CODE COMPLIANCE OFFICE (BC( 0): PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Olt PGT Industries. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use s.. =• ton materials The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series CA-740 Aluminum Projected Window -LMI APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 2/24/03, with revision `B" on dated 10/19/05, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Farb unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and.there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0514.10 consists of this page 1 and evidence E -1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO ••• • • • • ••• • • • • • ••• •• •• • • •• •• • • • • • •• ••• • • • • ••• iv, of- °dal MIAMI -DADE COUNTY, FLORIDA zMETRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • •• www.bu it • view— NOA No 05- 1129.10 Expiration Date: November 06, 2008 Approval Date: February 23, 2006 Page 1 PGT Industries • • ••• • • • ••• •• •• • • • •r •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• N O T I C E O F A ' , A4S1�Ei : RLDI11.14 NUBMITTED • • • • • • • • • • •• ••• • • • A. DRAWINGS 1. Manufacturer's die drawings and sections.... .. 2. Drawing No. 7045 -8, titfetrirliniirinktaiement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02.w tli rivi.sa6n: a :date % D6/23/05, prepared by POT, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 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 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, F.E. "Submitted under NOA# 03- 0611.02" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Aix Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. "Submitted under NIA# 03- 0611.02" E -2 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOTICE OF AeclEP M4t1E: UBMI TED •• • • • •••• • • •• ••• • • • • 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) UniformStatic Air &e�ssurs Test, Loading per FBC,TAS 202 -94 3) Water iai�pack te,•pir F]E• TAS 202 -94 4) Large I►MssilaIrbpacc Tales FT3C, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. 1+ °1'L 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTJJ iCATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/I(eepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05- 1208.02 issued to E.L DeNemours for "Dupont Butacite PVB" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed pnd sealed by Robert L. Clark, P.E. E -2 Herminlo F. Gonzalez, P.E. 'Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries • • ••• • • • ..• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOTICE OF A ei E1. A E: JVIDEIf ZSUBM11 ILO • • • • • • • • • • • •• ••• • • • G. O1'IiER 1. Notice of Acceptance Ng, 03; 0f1p.Q2; 444 tg SGT Industries, Series "640" Aluminum. Casement Wifldot nafipCoged dd 10 /09/03 and expiring on 5/22/08. 2. Letter from the consultant, dated 72a/t;6; saateng that the product is in compliance with the Florida Building Code (NBC). E -2 Herminio F. Gonzalez, P.E. .Director, Building Code Compliance Office NOA No 05- 112911 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 13:F.M DWG# 2 7002 1 5 115E 6 7008 7 7048 PUT. # 67002A 781PQA 7MC7008 77048K DESCRIPTION MAIN FRAME HEAD. SILL AND JAMB #8 X 1 QUAD PN SMS FRAME CORNER KEY 1/2 "X1/2"X1/8" CLOSED- CELLFOAM TAPE 9 7003 N 5 g 13 14 67003A SASH TOP, BOTTOM AND HINGED 1]55 7017 7009 781PQA 67017K 7MC7009 #8 X 1 QUAD PN SMS BULB WEATHERSTRIP .187X.185 SASH CORNER KEY 16 7024 7MC7024 7026 7MC7026 18 TRUTH #2430.XX.002. MAXIM MULTI- 2 POINT LOCK TRUTH #23050.92. LOCK SUPPORT PLATE 7MC1024PPF TRUTH #19298. #10.24 X .562 PH. PN. TYPE F 20 7014 7MC7014 RH/LE1 TRUTH #40928 & 040929. MULTI -LACK KEEPER (RH. & 21 U57 78X12PPSMS #8 X.500PH. PN, SMS 23 7013 24 7MC7013 TRUTH #31841. TIE BAR GUIDE 78XIPPSMS #8 X 1.00 PH. PH. SMS M25 27 7029 p 28 7030 29 /� 30 4 at• • • 2 7034 33' 87L78'PSMB 41 • 45• 7023 • 7M(71023 • 36 7023 -2 7MC71r 16 • • 11' 7023 -3 7M 20 •38 •ttral" SMS 40 •• • • 45 • • • 46 47 7015 7031 SEE CHART 7MG7029 7MC7030 7M07031 TRUTH #11901.92 (14.9). TIE BARASSEMI)LY TRUTH 051.02.32.011. MAXIM PROJECTED OPERATOR TRUTH 031882, OPERATOR GASKET TR 021641. BACKING PLATE 7832X38PPMSA 7MC7022 #8-32 X 375 PH. PN. TYPE B TRUTH #11454, SNAP -ON HANDLE TRITTH 011577. OPERATOR TRACK & SLIDER X .750 PH. PN. SMS TRUTH 1/3425.00.212. PROJECTED HINGE -12 TRUTH #3427.00.104. PROJECTED HINGE -16" TRUTH #34.29.00.107. PROJECTED HINGE - 20" 010 X .500 PH. RHL. • • • • 5/16" • • 5/16" •••• 4 • 7116" • 7/16" • • • 13/16" 4 •49 • •• • • • • 0 1634 71 A K • 48 v -- • 15• 7036 2 56 p= 57 7047 64 1224 7042 66 7006 68 7040 69 SILICONE - DOW CORNING 899, 995 OR EQUIVALENT LAN NATEI GLASS (1/8" ANN. & 1/8" HS GLASS W/ AN .090 INNU1.tL.AYER OF SOLITIIA OR DUPONT PVB) LAMINATED GLASS (2 LITES OF 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (3/16" ANN. & 3/16" H3 GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (2 LITES OF 3/16" HS GLASS W/ AN .090 • INNER LAYER OF SOLUTIA OR DUPONT PVB) 1.G. GLASS (1/8" HS GLASS & 5/16" LAMI W/ 3/8" AIR SPACE) 5/16" LAMINATED GLASS (2 L1TES 1/8" HS GLASS WITH AN .090 LNNERLAYER OF SOLUTIA OR DUPONT PVB) SETTING BLOCK 5/32" X 7/16" X 1" LG. 67036 67042 GLAZING BEAD (1/4 5/16 LAM.) GLAZING BEAD (1 P2" 3.G..7/16 LAM.) 67407 GLAZING BEAD (13/16" LG.) 6TP247 VINYL BULB WSTP (THICK) 67006 SCREEN FRAME 47040 W/B SCREEN CORNER KEY SCREEN CLOTH 70 1635 61635K 60976 1157 78X12PSTW/B 77 7MC30426 c• 78 7MC20550 711573 7FLDHD O 89 7071 67071 w 71 72 79 80 331-A 7019 7018 SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 08 X .500 SO. PN. TEK SMS TRUTH #30476. CLERESTORY POLE TRUTH #20550. CLERESTORY ADAPTER TRUTH 011573. SNAP -ON T- HANDLE KNOB TRUTH 011329. FOLDING HANDLE CASEMENT BACKING PLATE (SEE NOTE 4. SHEET 11) ITEM DWG_# PGT. # 67005A 781PQA 7MC7010 67007 67004A 97 712X1PPT 90 92• 93 94 95 96 7005 1155 7010 7007 7004A DESCRIPTION CASEMENT FIXED WINDOW FRAME 08 X t QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER - HOR. PARABOND CASEMENT FRAME ASS'Y. TUBE #12X1PHPNTEX. .706" -►{ .050" .885" 0 5/16" GLAZING BEAD MAIL: 6083 -T6 DWG# 7038 A .125" .062" _th_.172" 670" L .050" .569" 13/18" GLAZING BEAD MAIL: 6083 -T6 DWG# 7047 1.124 "r - .093" CASEMENT FRAME ASSEMBLY TUBE MAIL: 8063 -T8 DWG# 7004A .040" r', 1.000" .423" 66 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 1 2.701" ill .095' CASEMENT BACKING PLATE MAIL: 6063 -T8 DWG# 7071 .523' .050" r .865" 7/16" GLAZING BEAD MAIL: 6083 -T6 DWG# 7042 Rood* ear &Manx F.K 8/2608 A NO CHANGE THIS SHEET 144084 ram• 44444nt F.K 1011602 8 ADD EQUIV. 70 1704 40, S21CONE AND ADD 17E34 139 flap 11444,21rt raft am acta4 Car F.K. 02/24/03 ram 7070 TECHNOLOGY DRIVE N07(OM78. R 34278 P.O.80X 1828 NOKOMI8 R. 34274 PARTS LIST & EXTRUSIONS ALUM. PROJECTED WINDOW, IMPACT Pe 72,11 Visibly Better "" CA-740 vTS 10 a 11 t0a,. 7052 -7 Lucas A. Turner. P.E. PE 368201 MechwNcel NOTES: LARGE MISSILE WINDOWS CONFIGURATIONS OPTIONS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" J.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5116° LAMINATED GLASS COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH • • • AN .090 SOLUTIA OR DUPONT INNER LAYER. • 2. CONFIGUIfTjt OX & X • "3 nt$IGN PRE•SSUFE RATINGS / COMPARATIVE ANALYSIS TABLES: • • J4•NEGATITE pESpN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. • B. POSITN£•T3B6I@N LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. . • C. DESIGN RRESSIJRES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. • 4. AM€HORA6E4331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. • • •SITE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. • : •3l> US "X":• • ANC 8" FROM CORNERS •JAMBS "O)S'i 4" FROM "0" CORNERS 4 IAX�41.13" O.C. • • • : • • • • (I)•ANICHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY • • • ; 4" & 7° ON EACH SIDE OF MEETING RAIL •••••• XC • MA8 "FROM "X"CORNERS • • f•AD & SILL: MAX. 4° FROM CORNERS MAX. 13° SPACING (2) ANCHORS 3" APART AT MID -SPAN ® SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. O NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 .DESIGN PRESSURE TABLES 4-6 SECTIONS 7-8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. Cafe: 8/20/33 90/9010$ rkkr lieedsteam A mete= S REMOVE '0 OPTION PER MIAMI -DAOE REVISE OP.NO TE 3 AND ANCHOR4GE NO7E 4 br el: DSc etwakecei: Daft F.K. O2/24/03 1070 TECHNOLOGY DRIVE' NOKOMIS, FL 34273 P.O. BOX 1823 NOKOMIS; F1.34274 NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT s 1 NTS 1 1 e 11 7052 -7 1 B Lucas A. Turner, P.E. PE 358201 Meehenteal 1/8" ANNEALED GLASS OR HEAT STRENGTHENED GLASS [111011 0 pp Po .090 SOLUTIA OR DUPONT PVB INNER LAYER 4--- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 00 5/16" LAMINATED COMPONENT 1 /8° HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 118" HEAT STRENGTHENED GLASS 3/8° AIR SPACE 1/8° HEAT STRENGTHENED GLASS -•- •• • • • • •• • • • ••• ••• • .090 SOLUTIA OR DUPONT PVB INNER LAYER • • • • .••• • • • •• • .••• • Rand FJC wester FJG kwmner Mown& F.1(. r 826103 A ADD' OUTSIDE°NOTA77ON 3/16" ANNEALED OR • • • • %EAT STRENGTHENED GLASS .•• .• • • 3/16" HEAT r STRENGTHENED GLASS • •• •. • • • .85° NOM. GLASS BITE OUTSIDE Pets 10.19/05 Detir 02/241Q9 eerh(me• B Cfeadwdey. NO CHANGE THIS SHEET 1078 TE01 #4OLOO Y DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUM. PROJECTED WINDOW, IMPACT In TSS 2 « 11 7052-7 fi Was A. Turner, P.E. PE @58201 Mechanical 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX. SEE MID -SPAN ANCHOR DETAIL • `TYP'0) • •• •••• • • 11.•1,31, • • MAX. • • • o•• • • • SEE1MEETING • RAILsDETAIL • • • • •• • •O•• • ••••• 8 " MAX. • 13° MAX. O.C. 4° MAX. --- 52" MAX. DAYLIGHT OPENING 97 3/8" MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING ELEVATION "A" - "Or (SEE SHEETS 5 816 FOR PRESSURES) 8° SEE MID -SPAN ANCHOR - DETAIL TYP. (4) 8° 7° / 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) ANCHOR LOCATION TYP. ANCHOR LOCATION TYP. I � 59° MAX. FIXED 1•• \ • O\ • • 111 • • • 1 DAYLIGHT OPENING .q• • ••• 38 ••• MAX. •. X VENT • • 3/8" 38 318" HEIG MAX. 13° MAX. O.C. 4° MAX. --- 52" MAX. DAYLIGHT OPENING 97 3/8" MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING ELEVATION "A" - "Or (SEE SHEETS 5 816 FOR PRESSURES) 8° SEE MID -SPAN ANCHOR - DETAIL TYP. (4) 8° 7° / 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) ANCHOR LOCATION TYP. ANCHOR LOCATION TYP. 4" MAX. 13° MAX O.C. ELEVATION "B" - "X° (SEE SHEET 4 FOR PRESSURES) MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) MAX. HT PROSUCT Rwad Fx 5ma 8/26/03 Rertebnic A REMOVE V °ELEr/ATTON F.IL , 10/19,755 8 NO CHANGE THIS SHEET DM: 1118510 BY, F.1G Dattg 02/24/03 comer• 1075 7E-OENOLOGY DRIVE NOKOM7a 71. 34275 P.O. SOX 7679 NOKOMIS,!134274 ELEVATIONS ALUM. PROJECTED WINDOW, IMPACT 'Visa, Better 8.aditaltt Broke 61.46 0.,44 NTS 3 11 7052 -7 Lucas A. Turner, P.E. PE #58201 Mechanical 60" MAX. WIDTH 53 °MAX DAYLIGHT OPENING .1.. Il I I 31 3/8° DAYLIGHT OPENING 38 318" HEIG MAX. MAX. 4" MAX. 13° MAX O.C. ELEVATION "B" - "X° (SEE SHEET 4 FOR PRESSURES) MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) MAX. HT PROSUCT Rwad Fx 5ma 8/26/03 Rertebnic A REMOVE V °ELEr/ATTON F.IL , 10/19,755 8 NO CHANGE THIS SHEET DM: 1118510 BY, F.1G Dattg 02/24/03 comer• 1075 7E-OENOLOGY DRIVE NOKOM7a 71. 34275 P.O. SOX 7679 NOKOMIS,!134274 ELEVATIONS ALUM. PROJECTED WINDOW, IMPACT 'Visa, Better 8.aditaltt Broke 61.46 0.,44 NTS 3 11 7052 -7 Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. 'x' WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,,090,1 /8"HS) FTL 3727 VENT HEIGHT 17.000 18 000 21.000 24 000 26.000 30.000 33.000 36.000 37 000 38.375 24.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 -75.0 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 36.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.4 X 37.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -71.2 67.9 -67.9 43.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.2 -88.2 80.4 - 80.4 59.0 -59.0 57.2 -57.2 48.000 A 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0. 70.0 -75.0 68.4 - 88.4 59.4 - 59.4 54.3 -54.3 52.8 -52.8 51.1 -51.1 53.125 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 80.6 - 80.6 54.8 -54.8 48.8 -48.8 47.2 - 47.2 45.5 -45.5 • • • • 67.000 , - A • 70.0 •• -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 .70.0 - 75.0 68.5 -58.5 51.0 - 51.0 44.8 - 44.8 43.5 -43.5 42.1 -42.1 • .,.§0.000 P! •70.0 u -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 72.9 56.2 -58.2 47.5 -47.6 42.2 -42.2 41.1 - 41.1 39.7 -39.7 • • e GI pSS OPTION li•1!/;!g IAMI (1/8 "HS,.090,1/8"HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 -75.0 i�ii�•II��• Awgi•• •• °'- - q. p s• •. . PLAN QPTION Pt, 1,/% 4.AMI (3/18 "A,.090,3 /1EMS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 -90.0 • • • • ! Wee CPTION1.13d1,6" l.G. (1/e "HS, 3/8" SPACE, 5/16" LAMI WI 1/8"HS & 118" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS 70.0 -75.0 • • • • Y40:Es: A • • • TI7TAir !V �11fAoe • •1•FOR IN5T,A1-LArIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO • .. • ZRI" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. Llroae A. Turner. P.E. PE 868209 Medical Rawl* F.K. Oft Rtrrifirnao NO CHANGE '"18 10707Et8wOLOQYDRNE NOKOMIS, FL $4278 F.0.8QX 987H NDKOMIS�, FL 34274 DESIGN PRESSURES W WINDOWS FK 10/18M8 8 REVfSEl ANCHORAGE AND NOTE r^� ALUM. PROJECTED WINDOW, IMPACT per a weYnar. f.K a oTn4/o3 CMekaBBy: 1 Vis16Fy Ektter a�•naaaaz 04.740 Sam NTS m..e 4 0 11 Limo-ft 7052 -7 rm.' B COMPARATIVE ANALYSIS TABLE 3. "OX" UNEQUAL LITE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 6/18" LAMI (1/8 ".,.090,1/8 "HS) FTL -3727 B. 5/18" LAMI (1 /8"HS,.090,1 /8"HS) FTL -3727 C. 7/16" LAMI (3/18 "A,.090,3 /18"HS) FTL -3724 E. 13/16" I.G. (1/8"HS, 3/8" SPACE, 6/18" LAMI W/ 1/8"HS, 1/8"HS) FTL -3728 VENT HEIGHT U UP TO 28.000 3 30.000 FIXED HEIGHT 2 28 000 3 32.000 3 38.375 4 44.000 5 50. 825 5 59. 000 2 28 .000 3 32.000 3 38.375 4 44 000 5 50 625 6 69.000 • • • 24.000 B A 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - -76.0 7 70.0 - -76.0 . .70.0 - -75.0 7 70.0 - -75.0- 7 70.0 - -76.0 7 70.0 - - 75.0 7 70.0 - - 75.0 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -76.0 B,E 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0. - -75.0 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 7 75.0 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -75.0 C 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 4 410.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 26.600 B A 7 70.0 - -76.0 7 70.0 7 76.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -70.8 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - - 75.0 7 70.0 - -70.8 B,E 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - - 75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -76.0 C 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - - 90.0 7 70.0 - -90.0 7 70.0 - -90.0 30.000 B A 7 70.0 - -76.0 7 70.0 - -76.0 ' ' 70.0 - -75.0 7 70.0 - -76.0 6 63.9 - -63.9 5 57.0 - - 57.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 6 63.9 - -83.9 5 57.0 - -67.0 B,E 7 70.0 - - 75.0 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - - 76.0 7 70.0 7 75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0' 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - -75.0 0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - - 90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - - 90.0 7 73.0 - -90.0 • • • A A 7 700 - -76.0 7 70.0 - -75.0 7 70.0 - - 70.4 6 692 - -59.2 5 51.1 - - 51.1 4 43.0 - -43.0 7 70.0 - - 75.0 7 70.0 - -75.0 7 70.0 - -70.4 5 592 - -59.2 5 51.1 - -61.1 4 43.0 - -43.0 B,E10 7 70.14 • •-76.0 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 C f J JI1.O 4 40.0 7 70.0 - - 90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - - 90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - - 90.0 7 70.0 - -90.0 l• • A A • 7 70.0 - -Z5.0 7 70.0 - -75.0 6 67.9 - -67.9 6 67.8 - -57.8 ' '49.9 - -49.9 ' ' 41.9 - -41.9 7 70.0 - -75.0 7 70.0 - -75.0 8 87.9 - -67.9 6 67.8 - -57.8 4 49.9 - -49.9 4 41.9 - -41.9 9,E 7 790 - -45.0 7 70.0. - -76.0 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - -75.0 7 70.0 - -76.0 7 700 - -76.0 7 70.0 - -75.0 7 70.0 - -76.0 7 70.0 - -76.0 c "irta • •-60.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 ' ' 70.0 - - 90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. O X YIItCy 111104Vrilt Now' F.K sex Fx or. &28a9 eaw r0/rSgB Reniskres A > a NO CHANGE THIS SHEET REVgSE ANCHORAGE AND NOTE Ravad F.K 02/24103 4070TECFINOLOGYDRNE DESIGN PRESSURES "OX" WINDOWS NOKOMIS, FL 94275 'mss Pa 8,7T ALUM. PROJECTED WINDOW, IMPACT NOifQMNi, P7.94274 Visibly Better e CA-740 5 a 11 Owing 7052 -7 Lucas A. Turret, P.E PE 298'21 M8ohu,,kal COMPARATIVE ANALYSIS TABLE 4. "OX" UNEQUAL LITE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A 5/16" LAMI (1/8"A,.090,1/81HS) FTL -3727 B. 5116" LAMI (1/8 "HS,.090,1/8 "HS) FTL -3727 C. 7/18° LAMI (3/18°A,.090,3/18"HS) FTL -3724 E. 13/18" I.G. (1/8"HS, 318" SPACE, 5/16" LAMI W/ 1/8"HS, 1/89-IS) FTL -3728 VENT HEIGHT 34.000 38.375 FIXED HEIGHT 26 000 32.000 38.375 - 44.000 50.825. 59.000 26.000 32.000 38.375 44.000 60825 69.000 • • 24.000 A 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 '70.0 - 75.0 70.0 -75.0 70.0 -75.0 9,E 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -76.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 26.500 A 7 0 . 0 - 7 5 . 0 7 0 . 0 - 7 5 . 0 7 0 . 0 - 7 5 . 0 7 0 0 - 7 5 . 0 7 0 . 0 - 7 5 . 0 7 0 . 0 - 7 0 . 8 7 0 . 0 - 7 5 . 0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 B,E 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0. 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 :90.1 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30.000 A 70.0 - -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 63.9 -83.8 57.0 '57.0 70.0 ' -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 X6.000 • A 70.0 ' 75.0 70.0 - -75.0 70.0 - 70.4 59.2 -592 51.1 - 5 1 . 1 4 3 . 0 - 4 3 . 0 7 0 . 0 - 7 0 . 4 7 0 . 0 - 7 0 . 4 7 0 . 0 - 7 0 . 4 5 9 . 2 - 5 9 . 2 5 1 . 1 - 51.1 43.0 -43.0 B,E 70.0 -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0,-90.0 70.0 - 90.0 70.0 _ -90.0 70.0 -90.0 70A -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 4 n _ 271:90 • • • 0.94-72,0 70.0 -76.0 87.9 -87.9 67.8 -67.8 49.9 -49.9 41.8 -41.9 87.9 -87.9 67.9 -67.9 87.9 -87.9 57.8 - 57.8 49.9 -49.9 41.9 -41.9 B,E 70.0 -74t0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 C •70.0 -98!0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 43.000 • A :6811 -d5 65.5 -86.5 572 - 57.2 60.7 -60.7 52.6 - 52.6 44.4 -44.4 57.2 -572 57.2 -57.2 57.2 572 57.2 -57.2 52.6 -52.8 44.4 -44.4 B,E 7Q.9 Z§,0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75,0 70.0 -76.0 C +70.0 •-90.0 70.0 -90.0 70.0 -90.0 70.0 909 ' 70.0 -90.0 70.0 -78.8 70.0 90.0' 70.0 -90.0 70.0 ' -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 • • sg8a0 • • • •%3 • _ _ _ • A '60.3 • - -77.5 57.5 -57.5 61.1 - 51.1 54.4 - 54.4 48.6 48.8 41.0A -41.0 51.1 -51.1 51.1 --51.1 51.1 -51.1 51.1 - 51.1 48.6 -48.6 41.0 `41.0 B,E ge.e e-tctio 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.11.490.0 70.0 -90.0 .70.0 -90.0 70.0 -90.0 70.0 - 80.9 88.4 488.4 70.0 50.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 - 80.9 88.4 -88.4 +125 • • A ii.i iii 7 52.7 - 52.7 45.5 -45.6 49.1 -49.1 44.3 -44.3 38.7 -38.7 45.5 - 45.5 45.5 -45.5 45.5 -46.5 45.5 - 45.5 44.3 -44.3 38.7 -38.7 B,E JQ.Q Z4.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 90.0 70.0 9011 70.0 -90.0 70.0 -85.9 70.0 -712 60.9 50.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 - 712 80.9 -80.9 • • • • •2710 • • • • A 484 •-6 48.8 -48.8 42.1 - 42.1 45.5 -45.5 41.2 ' -412 37.3 -37.3 42.1 -42.1 42.1 -42.1 42.1 -42.1 42.1 -42.1 412 -412 37.3 -37.3 B,E 78.0 -720 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 - 79.3 86.7 -66.7' 55.9 . -58.9 70.0 50.0 70.0 90.0 70.0 - 90.0 70.0 - 79.3 88.7 488.7 58.9 436.9 80.000 A 45.2 .45.2 452 -45.2 39.7 -39.7 42.8 -42.8 39.2 - 392 35.9 - 35.9 39.7 -39.7 39.7 -39.7 39.7 - 39.7 39.7 - 39.7 39.2 - 392 36.9 -35.9 B,E 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C 70.0 90.0 70.0 -90.0 70.0 90.0 70.0 - 74.8 63.3 83.3 54.0 - 54.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 - 74.6 83.3 -63.3 54.0 -54.0 GLASS OPTION D. 7/16" LAMI (3/16"HS,.090,3/18"HS) FTL -3724 ALL THE MOVE SIZE COMBINATIONS 1 70.0 -90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. 0 x Kane¢ F.K , &28/03 , A NO caitivC2E THIS SHEET rye,: F.K. Om" o&1sro6 leartdottx B REVISE ANCHORAGE Alai NOTE Yearley DeSx Revt4mvt omam F.K 0224103 mmamnBp 1070 TECHNOLOGY DRNE NOK0308. FL 31270 P.GL BOX 1023 NOKOMIS, FL 34274 eGITI DESIGN PRESSURES "OX" WINDOWS 716tc ALUM. PROJECTED WINDOW, IMPACT Visibly Better r OA-740 NTS 6 a 11 oaoy N. 7052 -7 GI /,1 /', Loos A. Tumor, P.E. PE 888201 MeahaNaai • • • • • •• • • • • • •• MAX. HEIGHT (SEE SHT. 3) • •• • • • •• • •• • • • •• MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) REFERENCE °OX"FRAME ASSEMBLY DETAIL, SHEET 9 •• • • ••• •• ••• • • • ••• • • • ••• ••• • •••• MAX. • • • •,,VENT • • DA'L.IGHT• �• OPENING• • • • • •• (SEE • • • • SHT. 3) MAX. HEIGHT (SEE OUTSIDE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) VERTICAL SECTION "X° CONFIG. VERTICAL SECTION "OX" CONFIG. Rend ay. RK mem 128/07 RaA e A REDRAW VER77CAL SECTIONS TO b2 SCALE P..K Daft 10119/05 Revision ADD IFEM&9 Redday. Claim Raub OMNIO' Ads OsJ"day OeLL1 K 02!24/03 10707SCHNOLOGYDRIVE NOKOMIS, FL 34278 P.O. 80X 1079 NOKOMIS FL 34274 Pct VL.1bty Better VERTICAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT Sarkoldcdsh CA-740 Ebakr NTS Shed ' d 11 //soft Ift 7052 -7 B Lucas A. Tumor, P.E. PE#58201 MeahaNaal • • • • • • • • • • • s • • • • • •• • • • • •• •••• • • •••• • • • • • ••• MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) • •• • • • • • • • • • • •• •• • • •••• • • • • •••• • •••• • • • •• • •••• • • •••• MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) • MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH FIXED LITE wsa9eraevms Istempleke Oft Nrrwir• Rood By: F.K nor ✓ RaArldur A REDRAWHOR!ZONTAL SECTIONS TO 912 SCALE rm•asx Aft d FK. awn,* F.K Datc 90!9&08 Oak aew 02124!03 ANIWOM 6 ADD ITEM SO Dam 1070 TEL2 NCLOGYDRIVE NOKOMLS, FL 34275 P.O. BOX 9529 NOKOM18, FL 34274 PST Visibly Better HORIZONTAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT CA-740 NTS 8 e 11 raw. 7052 -7 f +/'21 /Or Lucca A Turner, P.E. PE 888201 Mechanical • • • 0 .• • • • • • • • • • • (90) "0" FRAME SILL #12x1 PH TEK SMS 813" MAX. O.C. W/ (2) SCREWS 3° APART AT MID -SPAN FRAME ASSEMBLY TUBE 96 MATL: 6063-T6 • • • • •• • • • ••• • • • • 0000 0 • • •• • • • • NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 •• •• • • • • • • d'OX" FRAME ASSEMBLY DETAIL •••• • • •••• 0 • •• • • 0 •0•• y—. • 0000•• (5 )#f8xI QUADPHS (2) PER CORSMNER 0 FRAME JAMB 0 SASH FRAME SIDE RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL 9 SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .993" —{ 289" 1 yam 1 .040" — INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.854" .082" NOM. —11159» 2.139° SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .0620 NOM. 2.764° —.— FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919" raorucr UMW N171♦♦7�� tN•+�'J.4 /x[17 p;:r. Renal Elr F.K. 8118/03 Neaten. A NO CHANGE THIS SHEET der FK 0®r 10/78778 Readthne 9 NO CHANGE THIS SHEET Rani* Data R""4101% 07 Dm. F.K. 02124A13 1070 TECHAMOGYDRNE NOKOMIS, FL 34276 P.O. SQX 1629 NOKOMIS, 71.34774 Vis76ly Better ttesalglaw EXTRUSIONS & ASSEMBLY DETAILS ALUM. PROJECTED WINDOW, IMPACT Segimadetht ftsbe NTS saw: rwmw. 9 - 11 7052 -7 ice— c z I 1/2/ Lucas A. Tumor. P.E PE #98201 Merhank•I • • • • • • • • • • • & 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM -1 h &SEE NOTE 2 • •• • • • • •• •••• • • •••• • •• • • • ••• & 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM &SEE NOTE 1 SEE NOTE 4 11/2° MIN. OPERABLE UNIT FRAME TROD BUCK 1 1/2" ORMORE THICK • • • • • •• •• • • • •••• • • • • •••• • •••• • • • •• • •••• • • •••• • • •• • • • • • 1/4° MAX. SHIM &SEE NOTE 1 & 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --- ® SEE NOTE 2 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2. THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE & 1x WOOD BUCK (SEE NOTE 3) 1!4" MAX. SHIM --► &SEE NOTE 1 SEE NOTE 4 1 1/2° MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK SEE NOTE 4 SEE NOTE 4 11/4 °� MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: & 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. gang AK 8128/03 A NO CHANGE THIS SHEET ttevea amens a REVISE ANCHORAGE AN0 NOTES Mrs* Br data Maw F.K Flerlelaor mew 02724/03 Cheated 6y: ems: 100 TECHNOLOGY DRIVE NOKOMIS, 71.34275 P.O. SOX 180 NOKOMIS, FL 34274 Visibly Bete, ANCHORAGE DETAILS ALUM. PROJECTED WINDOW, IMPACT CA-740 NTS 11 e 11 "mma eu 7052 -7 Lucas A. Turner, P.E. PE 068201 Mechanical SP- lvilam. snores v 1nage Building Department 0 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 78- 7?/ Job Name 0 Date BUILDING CRITIQUE SHEET ,4: P.or1 �r2c Tt� c1S loci A faed /5 14)4o.47,4' �P_ � 0471fr e- )1-6e .. •277 re,,t5 ,4 -40ae_ e !2Ge,t) Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. dg . 7 9/ Job Name j< v ek t C L Date 5 /4/0$ STRUCTURAL CRITIQUE SHEET CD D'Ioenin 9 ivr civet- (A-/S /d e l i/ es 03 %s i dry " 4-n d 1- r B Gt ! t-c u'%l O rx N o 7.c. a/ ea c h Side / !? G 71 Q 7; o. ce) P 6 vi c'e gall i '/ i ct/ i/)7fC1l /s ids c/. Ve #,L Dior %3r (NY 67(4 I at covered Tier/'-. .�.13 Soki/r /4// i) cI Load G a /G U /i2 z' 1 r� r! i fv r /11 c, CClT presJurc i. sham-in-OA S/,, 4 -5. Alr Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. Job Name Date MECHANICAL CRITIQUE SHEET A2-51-14- (w\ii, 1 tit//1,e> PERMIT #. I, Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 ❑ Contractor Nix-Owner ❑ Architect • RECEIPT DATE: Vz ice Picked u 2 sets of plan and (other) Nth ,, 1014 %-ntic,--F (QY►11 1 j5 Address: j& ( k E— 1 ©4 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to cont . permitting process. Acknowledged by: PERMIT CLEARK INITIAL: OU RESUBMITTED DATE: aa I vjwoe PERMIT CLEARK INITIAL: wort Vic:a 96664 7+9 q >ra> u .g?ei t..1, 4, 76: $444 dqM. W, W:lac. C "G 11UCK6Q • ::T- PROPERTY LOCATED AT: As (9 Le,7 tk) ts/L Permit nu ber f-4 -s -1® —7-61 Issued to ar Miami s 'e4l)ee 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com HOLD HARMLESS license contractor of subject property, agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. Type of inspection missed 4603 L (Prime Co ractor- qualifier) (Print Name) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 6 Notary Public, Sate of Florida at Large 1f day of an Pliww- 1401410A g DI C010551014# XP RCS 510 er 20 +a� Ocrobancun ere 1 _ �5:. oteNP cov6 let/ ECE1VED1 i IAI O 6 December 15, 2008 Arenas Construction 633 NE 97 Street Miami Shores, F133138 Certified mail receipt number 7008 0500 0001 0459 0632 Return receipt requested Mr. Arenas, This letter is a notice of termination of you and your company as contractors of renovation at 143 101 Street. Joe okiel SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the maiipiece, or on the front if space permits. t Article Addressed to: N ' S t-e5 FA 3 3(3 $ A. X PLETE THIS SECTION ON DELIVERY ignature rated Name) Agent 0 Addressee Date, of Delivery D. delivery address different from Item 1? ❑ Yes If YES, enter delivery address Flow: 0 No 3. Service Type ❑ Certified Mall 0 Express Mall ❑ Registered ❑ Retum Receipt for Merchandise 0 Insured Mall ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (transfer from service label) PO( OO c oo D o b i '- PS Form 3811, February 2004 _ Domestic Return Receipt 102595 -02 -M -1540 ru m -a tr Postage Certified Fee r-q Return Receipt Fee 1Z3 (Endorsement Required) C=1 Restricted Delivery Fee (Endorsement Required) f=1 1=1 u Total Postage & Fees U.S. Postal Service,. CERTIFIED MAIL. RECEIPT (Domestic Mail Only,. No Insurance Coverage Provided) For delivery information visit our website at wvv.usps.come 1=3 1:13 1=1 Sent To k5 ---------------------------------- M LoLeS 1-iek 351 36 PS Form 3800 August 2006 See Reverse for Instructions Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Scheduled Inspection Date: March 16, 2009 Inspector: Bruhn, Norman Owner: KOKIEL, JOEL Job Address: 1431 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Windows Work Classification: Alteration Phone Number rcel Number 1132050240280 Building Department Comments \\* Passed gior j9 Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-105654. CREATED AS REINSPECTION FOR INSP-105527. Missing anchor and wrong size NB Doors still not con-ected/windows OK NB 2-12-09 March 13, 2009 Page 4 of 17 Miami Shores Village Building Department Change of Contractor /Architect Permit No Pk( 04:1141 Owner's Name (Fee Simple Titleholder) 1-6. �t (Phone# 30 �% J 7 � 0 Owner's Ad ss � { l) ( ' 4 City 4.-3 State 9,4 Zip ' 3 ( 3 Phone # 30 S 7 S 0 Job Address (of where the work is being done) 1Y 3 ( 1'V '- C 1) S Contractor's Company Name Contractor's Address HAYaut..- ON) nA_ Phone # City State Zip Qualifier Architect/Engineer of record nawee � Address (17`? ( CJ City Myr oc It4A- State Describe Work: P 0A-OrZAc 1f(- Zip 3/3 (ham/ I hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to co plete the contract. I hold the Building Official and the Village of Miami Shores harmless fro 11 legal involv nt. Signature © Signature er or Agent Contractor /Architect The foregoing instrument was acknowledged The foregoing instrument was before acknowledged before m thi�i y of 20b7 before me this day of , 20 By j-yd Notil f By who 's personally known to me c./ or who is personally known to me or who has produced DPW LIt 5 . Ines s who has produced as identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC Sign: Print: My Commi Sign: Print: My Commission Expires: 5\ -Ab8 '46 '11101 ler ?est6440 sus . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): uildin Roofing J� • Owner's Name (Fee Simple Titleholder) D ' //Vei Phone # 1 ,P6 7//? 6 Owner's Address /V 3/ ,t) / /4) / City 1174 / /V/ .5-drerState G/ Permit No. W.-- b 1-1 aster Permit No. Zip 3 /3j/ Tenant/Lessee Name Phone # Job Address (where the work is being done) *-?/ /v E &)/ .. City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # if -- ®S Is Building Historically Designated YES NO Contractor's Company Name /,2t" /5(JJ1$ COQi-S % /t"CT /? hone # �3�� ,.31 & 3/ Contractor's Address fD„ 2 7 P) City /�/ #41/ .S,v�'"P_s' State �% Zip 3.3/ ✓d" Qualifier Name S1Y i ' e S Phone # 30 0 __3/ State Certificate or Registration No. e 8e..0-./(5)/2 l Certificate of Competency No. fJ�/ Architect/Engineer's Name (if applicable) .k-i/S P4 ? /27 U /7.H Phone # Value of Work For this Permit $ ©) C'S Q (7) teration dl2 Type of Work: Describe Work: ['Addition Square / Linear Footage Of Work: (-.-S"-0 C] S, r/ ❑New ❑ Repair/Replace ❑ Demolition 0 ********* 0*********** �x�xa��x ****** *��ii�x****:xFe''e\\s* :�x�r�:**** :**** �x�x :x**** *�x�x�:*** *** * * * **** *** �' Submittal Fee •2. Permit Fee $ i / �/) �� - CCF $ CO /CC or Notary $ 1.W Training/Education Fee $ Scanning $ Technology Fee $ Radon $ DPBR $ IL Zoning $ Bond $ Code Enforcement$ Structural Review. $ 60. ' -° 60 J MI6 Double Fee $ Total Fee Now Due $ ;5411.56 See Reverse side -> JUL 1 7 amoa Apir 074 MIAMI S��� VIL SHORES LAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work: and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice . commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Als >, a c rtified copy of the recorded notice of commencement must be posted at the job site for the first inspection which . curs seve (7) ui s after the building permit is i sued. In the # ssence of such posted notice, the inspection will not b„ approv nd a reins s ectio ee will be charged. Signature t0 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ( The foregoing nstrument was acknowledged before me this day of (A, 20D Y , by ADC/ mi a who is personally known to me or who has produced r/ �I •XwVerL(G 55 Z5 FO NOTARY PUBLIC: As identification and who did take an oath. Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** day of AY , 20()X, by „l-aY9t ( Angus who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: mottcp LISSETH DIAZ MY COMMISSION # DD 483995 COMMISSION DD EXPIRES: derwmers My Commission Expires: ************ ****a: d: ********************** ** **:x*** * * * * * * * ************ APPLICATION APPROVED BY: (Revised 07/10/07) 44-1/0 ' fir/AG % " Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO: FBC 2004 Q7) ? g oe Permit Type (circle): (Building) Roofing Owner's Name (Fee Simple Titleholder) JOEL Vk 4 F Owner's Address 143 t4E 1") L MI 9 C �. City I �4 �j State Permit No. L Master Permit No. l) K Phone # Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 143 1 N 10 t $1' City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name A (Z N4S Co N 0 ePO t) Phone # Contractor's Address en S T City ItA 5 VOW" Qualifier Name j0PaE State Zip ApP NA5 Phone # 0\-5) 3O0 2` D State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) iEO,f ej /Q 41 Q n 14 Phone # 3) J 7' 51 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition Describe Work: ❑New ❑ Repair/Replace ❑ Demolition *** * * * * * * * *** * **** ** **** * ** ***** ** *****(* Fas************* * *** *** ** *** * **** *** *** ****** ** Submittal Fee $ Permit Fee $ I aV Notary $ v► Scanning $ Bond $ Structural Review. $ Training/Education Fee $ Radon $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 51.00 See Reverse side -* CCF $ CO /CC Technology Fee $ DPBR $ Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor • The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced/ R. As identification and who did take an oath. 4- A(0.5-2- le-65D2-110 as identification and w NOTARY PUBLIC: NOTARY PUB Y"' VALERIE J. BIERLEY "Ye4 °� MY COMMISSION # DD 620186 EXPIRES: December 6, 2010 be` ` Bonded Thai Notary Public Undeiwrtters Sign: Sign: ... ` Print: Print: ?I L B i e.2i P_ Y My Commission Expires: My Commission Expires: * *** ******* ***** **** *** ::*********a:a:>k***** ** ** * * *rt * ** * *:x****** *********** t0.**: x* =x*:e*=k ******** * ***** * *** ** APPLICATION APPROVED BY: (Revised 07/10/07) q-/ 7 -O Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 \VAIA 5.14 lit Permit No. ge" S Og' 7f/ Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) on PO Et L o L1 C Phone. # 30 C "75I ) ' Owner's Address r, q N t b % 14' City N4 0 State F Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) (_ i of City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition ['Alteration ['New ❑ Repair/Replace Square / Linear Footage Of Work: Describe Work: ❑ Demolition * * * * * * * * * * * ********** **** * *** ********F��� ************ ************:x**** ************ Submittal Fee $ Permit Fee $ 3s Notary $ Training/Education Fee $ Scanning $ , \ Radon $ Bond $ Code E Double Fee $ Structural Review. $ j Total Fee Now Due $ See Reverse side -, DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ P d .SHORES VILLAGE c�.V7.k Bonding Company's Name (if applicable) Bonding Company's Address, City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAJLURE 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 s after the building permit is issued. In the absence of such posted notice, the inspection will%iot be approved and a reinsp fee will be charged. Signature Signature Owner or Agent // Contractor The foregoing instrument was acknowledged before me this (. The foregoing instrument was acknowledged before me this day of h l , 20 01, by ,41)d 1\0K( d day of , 20 , by who is personally known to me or who has produced jj **MOS who is personally known to me or who has produced 10 As identification and who did . an oath. as identification and who did take an oath. LcC 5525 NOTARY PUBLIC: '( M L \S °lO-- / © p \ l3 O5 door Sign: LG�iMS0 n0Oae a n Print :��w My Commission Expires: NOTARY PUBLIC: Sign: Print My Commission Expires: ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ***** * * *** * *:x***** ******** ** ** *** * * ** ** * * ******** * * ** x******** APPLICATION APPROVED BY: (Revised 07/10/07) af,A1--/a/ Plans Examiner Engineer Zoning ktksk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Si ale let l BUILDING [ RECEIVED PERMIT APPLICATIO 2099 j Master Permit No. FBC 2004 Permit Type (circle): Building Roof' Kokiri„L g �.., Owner's Name (Fee Simple Titleholder) b,� Phone # 3C7 7 5al9 Owner's Address I Lk 3 t at- L 61 3-1- City DU-% State d A. Zip 3 3P Tenant/Lessee Name Phone # Job Address (where the work is being done) t i O 1 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES County Miami -Dade Zip 3 13 E NO Contractor's Company Name ► �V Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: **** ****** *****:x****** * * ****:x***yx: *** * Fees* ******4$* *l* * *�x *�x******** ** ** * * * *�x*:: * ** Submittal Fee $ Permit Fee $ L 5 Li K CCF $ CO /CC Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ Technology Fee $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side —) oink-.19 1136 dal � S55413 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. .I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notic of co mencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a ce p (fled copy of the recorded notice of commencement must be posted at the job site for the first in section which occurs seven/ s after the building permit is issued. In the absence of such posted notice, the inspection wil r t be approved and a reins ; echo 'fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this (e) The foregoing instrument was acknowledged before me this day of , 20 0q, by 1S6 W , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an o. . as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: ****************** * * * * * * * * * * * * * * * * * * * * * * *** * * * *** *** **** * ******** ** ** * *** * ** * * * * * ** :*** *a *** *** * ********* APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning CO6 -1 `tt ECE VE J 2009 VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: 00. . KoL,( DATE: 09 ADDRESS: i Le3 a 101 i t M, ✓ Lote5 RI 133 /7 ? Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The 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 sate or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, .buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this co, ,traction Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstate nt of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there.. :tip` design, alter or give advice on how to meet code — only if the structu e meets the minimum code. ' Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for = y wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project: they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do an Electrical, Plumbing, Heating, Air & Roof work on my property with out t obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this (p day of (WK , 20 01 By pi tug who was personally known to me or who has Produced there License or 'Pm% 5525r OWNER as identification. Inspection Date: 11/04/2008 Inspector: Levrock, James Owner: KOKIEL, JOEL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1431 101 Street Miami Shores Village, FL Project: <NONE> Contra tor: HOME OWNER itot.eic: 1 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132050240280 Lot: Building Department Comments Monday, November 3, 2008 Page 2 of 2 Passed 1 ' , �� "' ctor o mments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, November 3, 2008 Page 2 of 2 November 20, 2008 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Mr. Joel Kokiel 1431 NE 101 Street Miami Shores, Florida Dear Building Official: This letter shall serve as confirmation that based upon visual observation and inspection the 4" concrete slab poured in the family room , laundry room and bedroom area, was installed as per the permitted construction documents and the minimum requirements of the Florida Building Code. Should you have any questions, please do not hesitate to contact us. Sincerely, Eusebio M. Mora - Architect #0011732 6761 Sc,_i= h\nre_i ,:•R' Terrace Sni, h f:%li r i F-1 _?,j,1'?, a .3i15.74O,5i85 mnr,rnrch @heiI3oulh nel NOM MUM UNSSM INSM MOWN itagatin AAA Ate, MOM MUM NNW r mamma Ut gang MEM fa c MIA I-CADE COUNTY ..4 air <y 0 M ca [`3 If) • : r�) This Instrument Piepa e Name_40C-.t fCi z Address Permit No. JPti���- ptL 9k)3V3( NOTICE OF COMMENCEMENT STATE OF ids COUNTY OF Tax Folio No. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property; and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencen}ent. 1. Description of property: (legal, description of property, and street address if available) 4 . 4.4t ? (3i 2. General description of improvement: 3. Owner information a. Name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: �'�: t-- o...s`�°= F°�e`.as �• E.,,} b: <:S �. t r t, `�.3 iu..r' ' i•_, _ `I • %!; 6. Lender a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: it �Q '3 �o j 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: l/ b. Phone number. 8. Expiration date of notice of commencement (the expiration date is 1 year from the date of reading unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPI€ ?ATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 714„ PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOE SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER( 0 •TTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMME EMENT. Sign >'ture of Owner or Owner's Authorized Officer /Director Pa er/Manager Signatory's Title /Office The f re ing 1 strument was acknowledged before me this/2Z' (name of person) as authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom instrument was executed). (year) b (type of (name of party on d 117PA NOTARY F(18LIGSTATE OP T I MID Sign: ure of Notary Public — Statp of Florida #t614N, Claudia Cuibillas Print, Type, or Stamp Commissfrned Name of Notary Public . Commission #DD7h7923 Commission Number „... c�+.,,,O,,qr.�es SEP. 23, 2011 iy9 • �. •• °• "•�.Y °�"' BONDING CO., INC Personally Known or Produced Identification Verification Pursuant to Section 92.525• Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated? in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 1431 NE 101 Street Miami Shores Village, FL Expiration: 01/12/2009 Parcel Number 1132050240280 Block: Lot: Applicant JOEL KOKIEL Owner Information Address Phone CeII JOEL KOKIEL 1431 NE 101 Street MIAMI SHORES FL 33138 -2612 Contractor(s) ARENAS CONSTRUCTION Phone (305)300 -3103 CeII Phone (786)271 -1269 Valuation: Total Sq Feet: Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: interior remodeling Stories: 1 Front Setback: 27.99 Left Setback: 12.47 Bedrooms: 3 Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: 2848 Rear Setback: 53.25 Right Setback: 10.00 Bathrooms: 3 Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO /CC Fee DBPR Surcharge Education Surcharge Notary Fee Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Submittal Fee Technology Fee Total: Amount $48.00 $150.00 $12.50 $16.00 $5.00 $2,400.00 $60.00 $60.00 $30.00 ($250.00) $60.00 $2,591.50 Total Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type : $ 0.00 ............. ......... ' JUL 7 2 n8 X& 7it1' NM SHORES V LLAGE $ 80,000.00 2500 Available Inspections: Inspection Type : Final PE Certification Fill Cells Columns Insulation Shutter Final Ceiling Grid Slab Framing Termite Letter Drywall Screw Tie Beam Windows and Doors In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work . OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . Authorized Signature : Owner / Applicant / Contractor / Agent Building Department Copy July 16, 2008 Date Wednesday, July 16, 2008 1 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Imarzumi lit JUN 1 3 ..2e08 BY:_` Analysis by: Eusebio Mora Company Name: E.M.Mora - Architect Inc. Description: Joel Kokiel - 1431 Northeast 101 Street, Miami Shores, Fla. UserInput Data Structure Type Building Basic Wind Speed (V) 146 mph II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 13.00 ft Mean Roof Height (Ht) 11.50 ft Width Perp. To Wind Dir (B) 76.00 ft Width Paral. To Wind Dir (L) 36.00 ft Calculated Parameters` Type of Structure Height/Least Horizontal Dim 0.32 Flexible Structure No Calculated-Paramute Importance Factor 1 1 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 • • •• ••••,• ••1•• At = Bt = Bm = Cc = I= ••• 8. Z • • • 500.00 ft Epsilon = Zmin = 0.200 • • 15.00 ft Gust Factor Category l: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Max + Gust Factor Category ,117. Rigid Structures - Complete Malys-Is Zm Zmin 15.00 ft Izm Cc * (33/z) "0.167 0.2281 0.18 Lzm I *(zm/33) "Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) "0.5 0.9009 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8729 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcol Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 E.M.Mora - Architect Inc. • • • Page No. 1 of 2 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.6 =_> a Hipped Roof 7 < Theta < =27 a 3.60 ft 6/12/2008 •••• • • • • • • • • •••.•• • • • • •• • •••• • • .• • •• • • •••• • •••• • •• • • • • • • • •• • •• • • •• • • • • • • • • • • • • • • • • • • • •• • • • • •••• •••• • • • • • • •• • Component width (ft) Span (ft) Area (ft^2) Zone GCp Mind Press (ibfftAZ Max Min Max Min Window A 3.08 3.16 9.73 4 1.00 - 1.10 54.66 -59.29 Door 1 (Zone 4) 6 8 48.00 4 0.88 -0.98 49.09 -53.72 Door 1 (Zone 5) 6 8 48.00 5 0.88 -1.16 49.09 -62.04 Door 2 (Zone 4) 5 8 40.00 5 0.89 -1.19 49.74 -63.34 Door 3 (Zone 4) 6 6.67 40.02 4 0.89 -0.99 49.73 -54.37 0.00 0:00 0.00 0.00 0.00 ote: * Enter one 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 E.M.Mora- Architect Inc. as Page No. 2 of 2 • U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION QERTIFICATE Federal Emergency Management Agency :•.•: • • • • • . ® •; • National Flood Insurance Program Important:•Rea�l the in$tr'lcoiis2n pages 1 - 8. OMB No. 1660 -0008 Expires February 28, 2009 7-0005180-1 SECTION A - PROPERTY IN ° . a! Insruirance CctmpsOy,Use B7. FIRM Panel _ L Al. Building JOEL n r'� 0 I arie 1 , • • • • ' 1 d . • 12025C0093 ntldyNUr�t�e� A2. Building 1431 S E' e t gdc�rims- ncluding J i Apt., Unit, Suite andAor�l • • =' J • �. )�lo.) o= PiD. Route arYi • • ••• • .. `� - x4 iij • ••• A /', i(' pm pang NAIL ett�ber` City % l : % moo od�� r_ �in r.......1... MIAMI S�Tfl A3. Property Qe Lot 11, B 56, Pag0 • • • • FL dri�tt n (l mt d IQ urr(bers, Tax Parcel�9lumkr ;LAga=Desoripl�wn•, et'• Folio#: 1132050240280 o I i of MI S o s BAY PARK ESIA..a► • • • • , • yE� A�[Et�DB•Dq. , atcordil� to the plat thereof as recorded in Plat Book :. pus.lic ecords of MIANAI E Couaty,• 4og;.:a. • A4. Building Use ( '� Residents Non- Residential, Addition, Accessary, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 52' 06.39" Long. 80° 10' 09.42" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) NJA sq ft a) Square footage of attached garage 220.00 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in AB.b N/A sq in c) Total net area of flood openings in A9.b 562.00 sq in Horizontal Datum: 33138 D NAD 1927 NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07/17/1995 03/02/1994 AE 10 FT 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0FIS Profile © FIRM El Community Determined ElOther (Describe): BI 1. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 DNAVD 1988 DOther (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes © No Designation Date: DCBRS DOPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ElConstruction Drawings* OBuilding Under Construction* © Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized BM 3250 S Conversion/Comments N/A Vertical Datum NGVD 1929 Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 8.20 © feet Ometers (Puerto Rico only) b) Top of the next higher floor N/A © feet Ometers (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V zones only) N/A © feet Ometers (Puerto Rico only) d) Attached garage (top of slab) 6.10 © feet Ometers (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 6.20 © feet Ometers (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) 5.40 © feet Elmeters (Puerto Rico only) 5.80 © feet Ometers (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name ROBERT IBARRA License Number 6437 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address 5582 N.W. 7TH STREFTT,SUITE 202 Signature City State ZIP Code MIAMI FL 33126 Date Telephone 12/11/2007 (305) 264 -2660 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from ectI A • • 7- 0005180 -1 Building Street Address (including Apt, Unit, Suite and /or Bldg. i o.).r rt . I;orle arid Box Mo., 1431 NE 101 ST i o • �•: : • •:• State • • •" ZIP Code FL 33138 SECTION D - SURVEYOR, E GI ,. ER, OR ARE ITECrCSAT1FICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) commun►ibpoffilai;(21 insyran®e agent/Ion pa2y,:and (3) building owner. • • • ••• • Section C 2(e) lowest elevatiorf machinery is the A/C pad. City MIAMI SHORES For, Insurance Company Use: Politsy Number iroinpariy NAIL Numbe Comments •• • • • ••. Signature • •• •s• • • ••• •• ••Da y • • • • 12/11/2007 0 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is Ofeet Dmeters Dabove or Dbelow the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is Ofeet Dmeters above or Dbelow the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is Ofeet Dmeters Dabove or Dbelow the HAG. E3. Attached garage (top of slab) is Ofeet meters Dabove or Dbelow the HAG. E4. Top of platform of machinery and /or equipment servicing the building is El feet Dmeters Dabove or Dbelow the HAG. E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? DYes DNo DUnknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name JOEL KOKIEL Address ZIP Code 1431 NE 101 ST City MIAMI SHORES State FL 33138 Signature Date Telephone Comments 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA-issued or community- issued BFE) or Zone AO. G3. 0 The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been,issued for: ['New Construction ['Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in ZONE AO)'depth of flooding at the building site: feet Dmeters (PR) Datum: Ofeet Dmeters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions FOR 00 • • •.. • • EnergyGauge® 4.5 .. .. . . . .. .. . IDA ENERGY EF '1tlitil Y QPDE R BUILDING CONSTRUCTION RC.o '-1al Florida Department of Cor retiltx Affairs • • e identiai WtOe=$ ' ' rhank4114ethdcdAt.: • Prod Address: City, State: Owner. Climate Zone: KokieI oel 1431NE101ST MIAMI SHORES, FL 3 Kokiel, Joel South 8138 - -a BO LES k19 1 MO Builder. Reunitting.Qfficu. • JlAiami Shores Village '• I;eimthlu kkr3. '. • • 4u,scfiflioii NNu>irlber. ;132600 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area 012) 2520 ft2 7. Glass type 1 and area (Label read. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 279.0 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. Floor types Slab -On -Grade Edge Insulation Raised Wood, Post or Pier N/A Wall types Concrete, Int Insul, Exterior Concrete, Int Insul, Exterior Frame, Wood, Adjacent Frame, Wood, Exterior Addition Single family 1 8. a. b. c. 9. a. b. c. d. e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. Sup: Unc. Ret: Con. AH: Interior (Clear) 279.0 ft2 _ R41.0, 162.0(p) ft 694.0ft2 R == 3.0,1500.0 ft2 _ R=5.0, 224.0 ft2 R =11.0, 62.0 112 R =3.0, 660.0 ft2 _ R =19.0, 2520.0 ft2 Sup. R 5.0,10.0 ft Sup. R�.0, 10.0 ft _ 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Natural Gas b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 39.0 kBtu/hr SEER: 14.00 _ Cap: 23.0 kBtu/hr SEE1t:13.00 Cap: 24.0 kBtu/hr COP: 1.00 Cap: 18.0 kBtu/hr COP: 1.00 Cap: 1.0 gallons _ EF: 0.66 _ PT, Glass/Floor Area: 0.11 Total as -built points: 29413 Total base points: 31074 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages EnergyGauge® (Version: FLRCPB v4.5) FORM 600A -2004R • • • • • • • • .... EnergyGaugee 4.5 .. .. • • • . • • .. .. • • • . • • • • • • • • SUMMER CALCULATIONS : •:• Residential Whole Building Performat�ce•Mgtho A,- Details ••• •ci ••• • • • . .. • • • • • • • • . • . • • • • • • •• • •••• IADDRESS: 1431 NE 101 ST, MIAMI SHORES, FL, 33138- •" • ••• PERMIT #: • • • • BASE •: E.: A.1eLT _: .. . . • . • . /iii. - GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2520.0 30.53 13848.0 1.Single, Clear N 1.0 2.0 9.8 36.46 0.84 297.0 2.Single, Clear N 1.0 2.0 20.0 36.46 0.84 610.0 3.Single, Clear N 1.0 2.0 96.0 36.46 0.84 2929.0 4.Single, Clear N 1.0 2.0 63.3 36.46 0.84 1932.0 5.Single, Clear S 1.0 2.0 9.8 66.93 0.67 439.0 6.Single, Clear S 1.0 2.0 37.5 66.93 0.67 1689.0 7.Single, Clear S 1.0 2.0 12.9 66.93 0.67 578.0 8.Single, Clear E 1.0 2.0 9.8 78.71 0.74 568.0 9.Single, Clear S 1.0 2.0 20.0 66.93 0.67 900.0 1 As -Built Total: 279.0 9942.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 62.0 1.00 62.0 1. Concrete, Int Insul, Exterior 3.0 1500.0 2.70 4050.0 Exterior 2384.0 2.70 6436.8 2. Concrete, Int Insul, Exterior 5.0 224.0 2.00 448.0 3. Frame, Wood, Adjacent 11.0 62.0 1.00 62.0 4. Frame, Wood, Exterior 3.0 660.0 6.23 4110.9 Base Total: 2446.0 6498.8 As - Built Total: 2446.0 8670.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.0 2.60 44.2 1.Adjacent Insulated 17.0 2.60 44.2 Exterior 0.0 0.00 0.0 Base Total: 17.0 44.2 1 As -Built Total: 17.0 44.2 I CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2520.0 2.80 7056.0 1. Under Attic 19.0 2520.0 3.72 X 1.00 9374.4 Base Total: 2520.0 7056.0 As - Built Total: 2520.0 9374.4 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 162.0(p) -20.0 - 3240.0 1. Slab -On -Grade Edge Insulation 0.0 162.0(p -20.00 - 3240.0 Raised 694.0 -2.16 - 1499.0 2. Raised Wood, Post or Pier 0.0 694.0 5.02 3483.2 Base Total: - 4739.0 As -Built Total: 856.0 243.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 2520.0 18.79 47350.8 2520.0 18.79 47350.8 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FOR 600A -2004R • • ... . •. • • • •. •. EnergyGaugec 4.5 . • • • • • • • • .• • • • • • • • • • • • • • SUMMER CALCILA !IONS i • • ..- Residential Whole Building Perform ce Jeethod A,- Details ••• •••• •••• ••• • ••• • • • • • • . •••• • .._ • IADDRESS: 1431 NE 101 ST, MIAMI SHORES, FL, 33138- o. "' PERMIT* • • • • • .. ••. •• i BASE •: :•: M -1301E• -T •: • Summer Base Points: 70058.8 Summer As -Built Points: 75625.4 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Cooling Points 70058.8 0.3250 22769.1 (sys 1: Central Unit 39000btuh ,SEER/EFF(14.0) Ducts: Unc(S),Con(R),Int(AH),R6.0(INS) 75625 0.63 (1.07 x 1.165 x 0.90) 0.244 0.950 (sys 2: Central Unit 23000btuh ,SEER/EFF(13.0) Ducts:Unc (S),Con(R),Int(AH),R6.0(INS) 75625 0.37 (1.07 x 1.165 x 0.90) 0.260 0.950 75625.4 1.00 1.119 0.250 0.950 12314.7 7752.4 20110.1 EnergyGaugeT°l DCA Form 600A -2004R EnergyGaugeek/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R • •• ••• • • • ••• EnergyGauge® 4.5 •• •• • • • • • • ••• •• • • • • • • • • • • • • . WINTER CALCULA1.(ONS • Residential Whole Building Perfortn�jjce Method A: Details ••• •••* • •• • • •• •• • • •• • • • • • • • • • • • • • • • • IADDRESS: 1431 NE 101 ST, MIAMI SHORES, FL, 33138- ° e • • • PERMIT#: •• • • • •• ••• BASE • ::•: i►$- 311fET ': GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Point; .18 2520.0 3.60 1633.0 1.Single, Clear N 1.0 2.0 9.8 6.03 0.98 57.0 2.Single, Clear N 1.0 2.0 20.0 6.03 0.98 118.0 3.Single, Clear N 1.0 2.0 96.0 6.03 0.98 567.0 4.Single, Clear N 1.0 2.0 63.3 6.03 0.98 374.0 5.Single, Clear S 1.0 2.0 9.8 4.49 1.13 49.0 6.Single, Clear S 1.0 2.0 37.5 4.49 1.13 190.0 7.Single, Clear S 1.0 2.0 12.9 4.49 1.13 65.0. 8.Single, Clear E 1.0 2.0 9.8 4.77 1.05 48.0 9.Single, Clear S 1.0 2.0 20.0 4.49 1.13 101.01 As -Built Total: 279.0 1569.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 62.0 0.50 31.0 1. Concrete, Int Insul, Exterior 3.0 1500.0 1.20 1800.0 Exterior 2384.0 0.60 1430.4 2. Concrete, Int Insul, Exterior 5.0 224.0 0.90 201.6 3. Frame, Wood, Adjacent 11.0 62.0 0.50 31.0 4. Frame, Wood, Exterior 3.0 660.0 1.77 1169.1 Base Total: 2446.0 1461.4 As -Built Total: 2446.0 3201.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.0 1.30 22.1 1.Adjacent Insulated 17.0 1.30 22.1 Exterior 0.0 0.00 0.0 Base Total: 17.0 22.1 As -Built Total: 17.0 22.1' CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2520.0 0.10 252.0 1. Under Attic 19.0 2520.0 0.14 X 1.00 , 352.8 Base Total: 2520.0 252.0 As -Built Total: 2520.0 352.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 162.0(p) -2.1 -340.2 1. Slab-On -Grade Edge Insulation 0.0 162.0(p -2.10 440.2 Raised 694.0 -0.28 -194.3 2. Raised Wood, Post or Pier 0.0 694.0 0.99 683.6 Base Total: -534.5 As - Built Total: 856.0 343.4 , INFILTRATION Area X BWPM = Points Area X WPM = Points 2520.0 -0.06 -151.2 2520.0 -0.06 -151,2 EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R :..: .'. :..: ' :' EnergyGauge® 4.5 • • • • • • • • • • • • .... • • • WINTER CALCUE.AYS : ••• Residential Whole Building Performance,Method.A ;Details IADDRESS: 1431 NE 101 ST, MIAMI SHORES, FL, 33138- •••• • • • • • • • • • • • • • • . • • • .... .. . ...• • • • PERMIT #: • .... • .. ... .. EnergyGaugeTm DCA Form 600A 2004R EnergyGauge®/FIaRES`2004 FLRCPB v4.5 BASE .. ::: ag- IL,T ..: Winter Base Points: 2682.8 Winter As-Built Points: 5337.8 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 2682.8 0.5540 1486.3 (sys 1: Electric Strip 24000 btuh ,EFF(1.0) Duds :Unc(S),Con(R),Int(AH),R6.0 5337.8 0.571 (1.085 x 1.137 x 0.91)1.000 0.950 (sys 2: Electric Strip 18000 btuh ,EFF(1.0) Ducts:Unc(S),Con(R),Int(AH),R6.0 5337.8 0.429 (1.085 x 1.137 x 0.91)1.000 0.950 5337.8 1.00 1.123 1.000 0.950 3253.0 2439.7 5692.7 EnergyGaugeTm DCA Form 600A 2004R EnergyGauge®/FIaRES`2004 FLRCPB v4.5 FORM 600A-2004R . . . . . EnergyGauge® 4.5 •• •• • • • •• •• • WATER HEATING & CODE toliPtilikiidE STATUS Residential Whole Building Performance F4ethod A - Details •••• ••• • • ••• • .. • .. • •••• ADDRESS: 1431 NE 101 ST, MIAMI SHORES, FL, 33138- • • • • • • PERMIT # .. ••• .. BASE CODE COMPLIANCE STATUS _.: • ; 4130IL1`; WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 1.0 0.66 As -Built Total: 3 1.00 1203.45 1.00 3610.4 3610.4 0 PASS EnergyGaug&M DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = , Total Points 22769 1486 6819 31074 20110 5693 3610 29413 PASS EnergyGaug&M DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 600A -2004R • • ••• • • • • • ••• •. •• • • • •• • • • • • • • • • • • • • • • • • Code Compliance Chis.:. Residential Whole Building Performance Method A - Details EnergyGauge® 4.5 • • • • ••• .• • • •••• • • • • • • • • • • • • • • • • • • • ADDRESS: 1431 NE 101 ST, MIAMI SHORES, FL, 33138 - • • • • • • • • • • • • •PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH t°jiAFT/CP : • • • • • CHECK Exterior Windows & Doors 606.1.ABC.1.1 • Maximum:.3 cfm/sq.ft. windoui afb.4.551rti/*f1 ddorkg6...' Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wail; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the . - rimeter, • - netrations and seams. , / V Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets seated to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the • - rimeter at •.' netrations and seams. HVAC Controls Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, Installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. V Multi-sto Houses 606.1.ABC.1.2.5 Air barrier on • rimeter of floor ca ' between floors. A Additional Infiltration reqts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. v 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. N/A ✓ Shower heads 612.1 Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se • = rate readi accessible manual or automatic thermostat for each s em. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge m DCA Form 600A -2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 ENERGY PERFORMANC. �,E�.L (EPL) DISPLAY.CARD. •••• ••• • • .. • •. • • • • • • . • ESTIMATED ENERGY PERFORMANCE SCORE* = 87.0 The higher the score, the mor% MOW 1,ite, h4m�g. ; • • • • • .• • • • • • ••• •• Kokiel, Joel, 1431 NE 101 ST, MIAMI SHORES, FL, 33138- • 1. New construction or existing Addition i 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit/Split Cap: 39.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 14.00 4. Number of Bedrooms 3 _ b. Central Unit/Split Cap: 23.0 kBtu/hr 5. Is this a worst case? No _ SEER 13.00 _ 6. Conditioned floor area (ft2) 2520 ft2 _ c. N/A 7. Glass type1 and area: (Label read. by 13- 104.4.5 if not default) a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 279.0 ft2 _. a. Electric Strip Cap: 24.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 279.0 ft2 _ b. Electric Strip Cap: 18.0 kBtu/hr - 8. Floor types COP: 1.00 _ a. Slab -On -Grade Edge Insulation 1241.0, 162.0(p) ft _ c. N/A b. Raised Wood, Post or Pier R41.0, 694.0112 c. N/A _ 14. Hot water systems 9. Wall types a. Natural Gas Cap: 1.0 gallons _ a. Concrete, Int Insul, Exterior R =3.0, 1500.0 ft2 , EF: 0.66 _ b. Concrete, Int Insul, Exterior R=5.0, 224.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R =11.0, 62.0 ft2 ,_ d. Frame, Wood, Exterior R =3.0, 660.0 ft2 _ c. Conservation credits e. N/A (Mt-Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =19.0, 2520.0 ft2 _ 15. HVAC credits PT, _ b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A BF-Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. All: Interior Sup. R=6.0, 10.0 ft _ MZ- C- Multizone cooling, b. Sup: Unc. Ret: Con. AH: Interior Sup. R= 6.0,10.0 ft _ MZ- H- Multizone heating) I DEa21IIJ ONC.y I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code co pliant fe s. Builder Signature: Date: Address of New Home: Idyl) J NV. 101 51- City/FL Zip: MIAMI 01,16Porei r L *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarm1designation), your home may qualify for energy efficiency mortgage (EE* incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. EnergyGauge']) (Version: FLRCI�B v4.5) Residential System Sizing C�Iculfition Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- Summary ;.. ••. •: • ••• ••• Project Tile:. • • • • • • • • ••• Code Only • • • ' • • ' ' Professional Version Kokiel, Joal • .•. Climate: South • • • • • Location for weather data: Miami - Defaults: Latitude(25) Altitude(1A'4. )! Terrip It rige(L'. Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference (S r j se Winter design temperature 50 F Winter setpoint 70 F Winter temperature difference 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating Toad calculation 39287 Btuh Total cooling Toad calculation 53995 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 106.9 42000 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 112.3 46500 123.1 15500 114.8 62000 WINTER CALCULATIONS Winter Heating Loa Load component Load Window total 279 sqft 7086 Btuh Wall total 2446 sqft 7982 Btuh Door total 17 sqft 119 Btuh Ceiling total 2520 sqft 2471 Btuh Floor total See detail report 9162 Btuh Infiltration 196 cfm 4300 Btuh Duct loss 8169 Btuh Subtotal 39287 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 39287 Btuh Summer Cooling Load (f SUMMER CALCULATIONS Load component Load Window total 279 sqft 9880 Btuh Wall total 2446 sqft 8634 Btuh Door total 17 sqft 179 Btuh Ceiling total 2520 sqft 4200 Btuh Floor total 3737 Btuh Infiltration 100 cfm 1645 Btuh Intemal gain 5650 Btuh Duct gain 7483 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 41407 Btuh Latent gain(ducts) 3655 Btuh Latent gain(infiltration) 3933 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 5000 Btuh Total latent gain 12587 Btuh TOTAL HEAT GAIN 53995 Btuh Version 8 For Florida residences only EnergyGaugee System PREPARED BY: DATE: EnergyGaugee FLRCPB v4.5 System Residential Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- • • ••• • • • • ••• •• • •• • • • • • •• • •• • • • • • • • • • • • • • • • • • • • ••• • • • • Sizing Calcuflatibrii'- Wi lter Load - Whole HQt seCornppner]t•leXails Project Tae. •• • • • • • • • • •'. Code Only Kokiel, Jdel• • •' • •' •:. ••• ••• Professional Version Climate: South Reference City: Miami (Defaults) Winter Temperature Differencd:•2ti.0: F • • • •• ••• •• • • • • • • 4/30/2008 Window Panes/SHGC /Frame/U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 1, Clear, Metal, 1.27 N 9.8 25.4 1, Clear, Metal, 1.27 N 20.0 25.4 1, Clear, Metal, 1.27 N 96.0 25.4 1, Clear, Metal, 1.27 N 63.3 25.4 1, Clear, Metal, 1.27 S 9.8 25.4 1, Clear, Metal, 1.27 S 37.5 25.4 1, Clear, Metal, 1.27 S 12.9 25.4 1, Clear, Metal, 1.27 E 9.8 25.4 1, Clear, Metal, 1.27 S 20.0 25.4 Window Total 279(sqft) 248 Btuh 508 Btuh 2438 Btuh 1609 Btuh 248 Btuh 952 Btuh 326 Btuh 248 Btuh 508 Btuh 7086 Btuh Walls 1 2 3 4 Type R-Value Area X HTM= Concrete Bik, - Ext(0.17) 3.0 1500 3.4 Concrete BIk, - Ext(0.14) 5.0 224 2.7 Frame - Wood - Adj(0.09) 11.0 62 1.9 Frame - Wood - Ext(0.16) 3.0 660 3.3 Wall Total 2446 Load 5080 Btuh 610 Btuh 118 Btuh 2174 Btuh 7982 Btuh Doors 1 Type Area X HTM= Insulated - Adjacent 17 7.0 Door Total 17 Load 119 Btuh 119Btuh Ceilings 1 Type/Color /Surface R-Value Area X HTM= Vented Attic/D/Tile 19.0 2520 1.0 Ceiling Total 2520 Type R-Value Size X HTM= Raised Wood - Open 0 694.0 sqft 7.7 Slab On Grade 0 162.0 ft(p) 23.6 Floor Total 856 Load 2471 Btuh 2471 Btuh Load 5339 Btuh 3823 Btuh 9162 Btuh Floors 1 2 Envelope Subtotal: 26819 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.49 23940 2446 195.5 4300 Btuh Ductload (DIM of Mixed ducts) 8169 Btuh All Zones Sensible Subtotal All Zones 39287 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • diJthiidr Ma nual J Winter Cit Residen tial Load - Comporlent'DetaLls(coratinued) Project Title: •• • • • . • • . • •' • Code Only Kokiel, Joel' • •' • •' •:. ••• • •' Professional Version Climate: South 4/30/2008 •• • • . •• ••• •• • • • • • Subtotal Sensible Ventilation Sensible Total Btuh Loss 39287 Btuh 0 Btuh 39287 Btuh 1. Electric Strip 2. Electric Strip 24000 Btuh 18000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5 Page 2 Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- • • ••• • • • ••• •• •• • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • System Sizing Calculatirir�t - Wlhter Residential Load - Room by Retorrt Component DetaiIs Project This: ". ' • • • ' . • •'•Code Only Kokiel, Joel • • * • • . • • i • ' •' '• ' Professional Version Climate: South Reference City: Miami (Defaults) Winter Temperature Difference ".2cO :F•'• ••••• ••••• Component Loaf one 1: Zoe •r.... III •• ••• • • • • • •• •• • ••• ••• •• • •• 4/30/2008 • • Window Panes/SHGC / Frame/U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 1, Clear, Metal, 1.27 N 9.8 25.4 1, Clear, Metal, 1.27 N 20.0 25.4 1, Clear, Metal, 1.27 N 96.0 25.4 1, Clear, Metal, 1.27 S 9.8 25.4 1, Clear, Metal, 1.27 S 37.5 25.4 Window Total 173(sgft) 248 Btuh 508 Btuh 2438 Btuh 248 Btuh 952 Btuh 4395 Btuh Walls 1 2 3 Type R -Value Area X HTM= Concrete Bik, - Ext(0.17) 3.0 1500 3.4 Concrete Blk, - Ext(0.14) 5.0 224 2.7 Frame - Wood - Adj(0.09) 11.0 62 1.9 Wall Total 1786 Load 5080 Btuh 610 Btuh 118 Btuh 5808 Btuh Doors 1 Type Area X HTM= Insulated - Adjacent 17 7.0 Door Total 17 Load 119 Btuh 119Btuh Ceilings 1 Type /Color /Surface R-Value Area X HTM= Vented Attic/DIIe 19.0 2520 1.0 Ceiling Total 2520 Load 2471 Btuh 2471 Btuh Floors 1 Type R -Value Size X HTM= Slab On Grade 0 162.0 ft(p) 23.6 Floor Total 162 Load 3823 Btuh 3823 Btuh 4 Zone Envelope Subtotal: 16615 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.49 17347 1786 142.8 3140 Btuh Ductload Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Cond) (DLM of 0.184) 3640 Btuh Zone #1 Sensible Zone Subtotal 23395 Btuh Component Loads for Za Window Panes/SHGC /Frame/U Orientation Area(sgft) X HTM= Load 2 1, Clear, Metal, 1.27 N 63.3 25.4 1609 Btuh 3 1, Clear, Metal, 1.27 S 12.9 25.4 326 Btuh 4 1, Clear, Metal, 1.27 E 9.8 25.4 248 Btuh 5 1, Clear, Metal, 1.27 S 20.0 25.4 508 Btuh Window Total 106(sgft) 2691 Btuh Walls Type R -Value Area X HTM= Load 1 Frame - Wood - Ext(0.16) 3.0 660 3.3 2174 Btuh Wall Total Energ+Gauge® FLRCQ8 4.5 2174 Btuh Page 1 Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- • • ••• • • • •• • • • •• •• ••• • • • • • •••• • • • • ••• • • • • • Manual J Winter Calculations • Residential Load - Componir t ta31$ (pontinu d) • Project Title? • • • ' •' • ; • • � • Lode Only Kokiel, Joel ' Professional Version Climate: South ••• • • ••o ,•• :•• •• • 0 • • • • • • • : • • • 4/30/2008 ••' • 0 ••• • • • • Floors 1 Type R-Value Size X HTM= Raised Wood - Open 0 694.0 sqft 7.7 Floor Total 694 • • Load 5339 Btuh 5339 Btuh Zone Envelope Subtotal: 10204 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.49 6593 660 52.8 1160 Btuh Ductload Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Cond) (DLM of 0.398) 4529 Btuh Zone #2 Sensible Zone Subtotal 15893 Btuh Heating Loads For System(s):1 Serving Zones: 1 Block load 23395 Btuh Heating Loads For System(s):2 Serving Zones: 2 Block Toad 15893 Btuh Subtotal Sensible Ventilation Sensible Total Btuh Loss 39287 Btuh 0 Btuh 39287 Btuh EnergyGauge® FLRCPB v4.5 Page 2 Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- •• .• ••• • • • ••• • • • • • • • • ••• • • • • Manual J Winter Calculations Residential Load - Componerat�D •• • • EQUIPMIE etdil •econth ied) Project Title ••' • • • : :: :Code Only Kokiel, Joel Professional Version Climate: South • • . . • • :•• •. •• 0. • . • • • • 4/30/2008 1. Electric Strip 2. Electric Strip 24000 Btuh 18000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEP for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v4.5 Version 8 For Florida residences only Page 3 •• •• '•' • •'• •• •• • ••• • • • ••• • • • • . • • • • • • • • • • ••• • • • • • • • • • Residential Windpw Diversity MidSumr,,t�r'. • • • • • • : : • • • •. Project Title. • ' •' • • • •, • Kokiel, Joel Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- ••• • . •'• ;• ••• • ••• • • • • • :• ••••. • ••'•• •- • •• • : :Code Only Professional Version Climate: South •• • • 4/30/2008 Summer design temperature Summer setpoint Summer temperature difference Latitude 90 F 75 F 15 F 25 North Average window Toad for July Peak window Toad for July Excusion limit(130% of Ave.) Window excursion (July) 11442 Btu 13113 Btu 14874 Btu None WINDOW Average and Peak Loads 1 ind w bead la4h) 15000.00 14000.00 1:3000.00 12000.00 11 10000.00 0000.00 a T 11 11 00 CO 5000.00 4000.00 3000.00 2000.00 11 00 141 for mammon )2 Mar Average 11 int. 10 ant 12 2 p.nt 4 rim 0 pin. Total July Window Load(Radiation and conduction) The midsummer window Toad for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge® Systemnng for I ' a residences only PREPARED BY: DATE: /QB EnergyGauge® FLRCPB v4.5 • • ••. • ••.•• • • • • • •• •• •• • • • • • • ••• • • • • • • • • • • • • . • ••• • • • • • • System Sizing Calculations - Summer Residential Load - Whole Ho •USe•Coanbo ent D €ails Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Project Title: • • • • • • • • • • • .. .Code Only • Kokiel, Joel • • • • • •. •.• • • ••• Summer Temperature Difference: '•15b • F: • • • • • • • Professional Version Climate: South 4/30/2008 -- . • ♦ • • ••. ••' Component Loa ds afor`Whole Hora e Window Type* Pn /SHGC/U /InSh/ExSh/IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 5 6 7 8 9 1, Clear, 1.27, None,0.00,N N 1, Clear, 1.27, None,0.00,N N 1, Clear, 1.27, None,0.00,N N 1, Clear, 1.27, None,0.00,N N 1, Clear, 1.27, None,0.00,N S 1, Clear, 1.27, None,0.00,N S 1, Clear, 1.27, None,0.00,N S 1, Clear, 1.27, None,0.00,N E 1, Clear, 1.27, None,0.00,N S Window Total PPPPP, NNNNNNNNN 9.8 0.0 9.8 20.0 0.0 20.0 96.0 0.0 96.0 63.3 0.0 63.3 9.8 9.8 0.0 37.5 37.5 0.0 12.9 12.9 0.0 9.8 6.2 3.6 20.0 20.0 0.0 279 (sqft) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 346 Btuh 708 Btuh 3400 Btuh 2243 Btuh 346 Btuh 1328 Btuh 455 Btuh 346 Btuh 708 Btuh 9880 Btuh Walls 1 2 3 4 Type R- Value /U -Value Area(sqft) HTM Concrete Blk, - Ext 3.0/0.17 1500.0 3.3 Concrete Blk, - Ext 5.0/0.14 224.0 2.6 Frame - Wood - Adj 11.0/0.09 62.0 1.4 Frame - Wood - Ext 3.0/0.16 660.0 4.6 Wall Total 2446 (sqft) Load 4902 Btuh 589 Btuh 88 Btuh 3055 Btuh 8634 Btuh Doors 1 Type Area (sqft) HTM Insulated - Adjacent 17.0 10.5 Door Total 17 (sqft) Load 178 Btuh 179 Btuh Ceilings 1 Type /Color /Surface R-Value Area(sqft) HTM Vented Attic/DarkTile 19.0 2520.0 1.7 Ceiling Total 2520 (sqft) Type R-Value Size HTM Raised Wood - Open 0.0 694 (sgft) 5.4 Slab On Grade 0.0 162 (ft(p)) 0.0 Floor Total 856.0 (sqft) Load 4200 Btuh 4200 Btuh Load 3737 Btuh 0 Btuh 3737 Btuh Floors 1 2 Envelope Subtotal: 26629 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= SensibleNatural 0.25 23940 2446 195.5 Load 1645 Btuh Internal gain Occupants Btuh /occupant Appliance 5 X 230 + 4500 Load 5650 Btuh Sensible Envelope Load: 33924 Btuh Duct Toad (DGMs vary for Mixed ducts) 7483 Btuh Sensible Load All Zones 41407 Btuh EnergyGauge® FLRCPB v4.5 Page 1 Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- • • •• • .•. • • • '•• . • • • •. . • • • • • • • • • • ••• • • • • • 000 • • • Manual J Summer.Qalculations Residential Load - Componerit,P -ails Tcontived) Project T • ?Code Only itle! ... • • • • • Professional Version Kokiel, Joel ...... 1. 4 • Climate: South 4/30/2008 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (5 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 33924 Btuh 7483 Btuh 41407 Btuh 0 Btuh 0 Btuh 41407 Btuh 3933 Btuh 0 Btuh 3655 Btuh 1000 Btuh 4000 Btuh 12587 Btuh 53995 Btuh 1. Central Unit/Split 2. Central Unit/Split RHEEM #RANL- 036JEZ(Outside)RHEEM #RCQD- 3621A(I RHEEM #RPNJ- 025JA(Outside)RHEEM #RCHJ- 24A2(Insi� Isidi9000 Btuh e) 23000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEP for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Haif(H)) (Omt - compass orientation) EnergyGauge® FLRCPB v4.6 Version 8 For Florida residences only Page 2 System Residential Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) • • ••• • ••••• • • • • •• • •• '•• . • • • • ••• • • • • • • • • • • . • • ••• • • • • • • Sizing Calculations - Summer Load - Room by Rbbm.Gdn enecibDbtails Project Title! • • • • •. • • • • • • . Zode Only Kokiel, Joel • Professional Version Climate: South ••• ••.:•. ;•• •.. Summer Temperature Differegce: 15.b F ;. • ; • •• • • • . Component Loads far Zone. 4/30/2008 • Window 1 2 3 4 5 Walls 1 2 3 Type* Pn/SHGC/U /InSh/ExSh/IS Omt 1, Clear, 1.27, None,0.00,N N 1, Clear, 1.27, None,0.00,N N 1, Clear, 1.27, None,0.00,N N 1, Clear, 1.27, None,0.00,N S 1, Clear, 1.27, None,0.00,N S Window Total Overhang Len Hgt 1ft. 1ft. 1ft. 1ft. 1ft. 2ft. 2ft. 2ft. 2ft. 2ft. Window Area(sqft) Gross Shaded Unshaded Type R Value /U Value Concrete Blk, - Ext 3.0/0.17 Concrete Blk, - Ext 5.0/0.14 Frame - Wood - Adj 11.0/0.09 Wall Total 9.8 0.0 20.0 0.0 96.0 0.0 9.8 9.8 37.5 37.5 173 (sqft) 9.8 20.0 96.0 0.0 0.0 HTM Shaded Unshaded 35 35 35 35 35 35 35 35 35 35 Load 346 Btuh 708 Btuh 3400 Btuh 346 Btuh 1328 Btuh 6128 Btuh Doors Ceilings Floors Type Insulated - Adjacent Door Total Type /Color /Surface Vented Attic/DarkTile Ceiling Total Type Slab On Grade Floor Total Area(sqft) 1500.0 224.0 62.0 1786 (sqft) Area (sqft) 17.0 17 (sqft) HTM 3.3 2.6 1.4 HTM 10.5 Load 4902 Btuh 589 Btuh 88 Btuh 5579 Btuh Load 178 Btuh 179 Btuh R -Value 19.0 Area(sqft) 2520.0 2520 (sqft) HTM 1.7 Load 4200 Btuh 4200 Btuh R -Value Size 0.0 162 (ft(p)) 162.0 (sqft) HTM 0.0 Load 0 Btuh 0 Btuh Zone Envelope Subtotal: 16085 Btuh Infiltration Internal gain Type SensibleNatural ACH Volume(cuft) wall area(sqft) CFM= 0.25 17347 1786 72.8 Load 1201 Btuh Occupants 3 Btuh/occupant X 230 + Appliance 4500 Load 5190 Btuh Sensible Envelope Load: 22476 Btuh Duct Toad Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Cond) (DGM of 0.157) 3535 Btuh Sensible Zone Load 26012 Btuh Component'Loads for Zone one Window 1 2 3 4 Walls Type* Pn/SHGC/U /InSh/ExSh/IS 1, Clear, 1.27, None,0.00,N 1, Clear, 1.27, None,0.00,N 1, Clear, 1.27, None,0.00,N 1, Clear, 1.27, None,0.00,N Window Total Type Frame - Wood - Ext Wall Total Omt N S E S Overhang Len H. 1ft. 2ft. 1ft. 2ft. 1ft. 2ft. 1ft. 2ft. Window Area(sqft) Gross Shaded Unshaded 63.3 0.0 12.9 12.9 9.8 6.2 20.0 20.0 106 (sqft) 63.3 0.0 3.6 0.0 HTM Shaded Unshaded 35 35 35 35 35 35 35 35 Load 2243 Btuh 455 Btuh 346 Btuh 708 Btuh 3752 Btuh R- Value/U -Value Area(sqft) 3.0/0.16 660.0 660 (sqft) HTM 4.6 Load 3055 Btuh 3055 Btuh EnergyGauge® FLRCPB v4.5 Page 1 • • ••• • •• •* • • • • •• • •* • '• • • • • • • • • • ••• • * • • * • • ••• • ' • • • • • • ••• Manual J Summer Calculations Residential Load - ComponirittieWilt T3antiou d) Kokiel, Joel Project Title! '41. ' •' • * • . • . *Code Only 1431 NE 101 ST Kokiel, Joel ' Professional Version MIAMI SHORES, FL 33138- Climate: South ••• • • • •• • • * � 4/30/2008 • • • • • • •• • • • • • • • • • Floors 1 Type R-Value Size HT Raised Wood - Open 0.0 694 (sqft) 5.4 Floor Total 694.0 (sqft) Load 3737 Btuh 3737 Btuh Zone Envelope Subtotal: 105.44 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= SensibleNatural 0.25 6593 660 26.9 Load 444 Btuh Internal gain Occupants Btuh/occupant Appliance 2 X 230 + 0 Load 460 Btuh Sensible Envelope Load: 11448 Btuh Duct load Average sealed, Supply(R6.0- Attic), Retum(R6.0 -Cond) (DGM of 0.345) 3948 Btuh Sensible Zone Load 15396 Btuh EnergyGauge® FLRCPB v4.5 Page 2 • Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, FL 33138- • • • • • • • • • . , • • • . • . ••• • • • • • • • • • • ••• : : • • • ••• Manual J Summer, Calculations • • • Residential Load - Componprit:DetdiEslcordinhd) Project Title • • '.' • :. • ::Code Only • Kokiel, Joel ' Professional Version Climate: South ••• . • •• ••• •• • ••� : ; : • %• '• 4/30/2008 e . • Cooling Loads For System(s): 1 Serving Zones: 1 Sensible Envelope Load Window Excursion Not selected. Sensible Duct Load (duct gain multiplier of 0.157) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent occupant gain Latent duct gain Latent other gain Total block Toad 22476 Btuh 3535 Btuh 0 Btuh 26012 Btuh 2872 Btuh 600 Btuh 1172 Btuh 2500 Btuh 33155 Btuh Cooling Loads For System(s): 2 Serving Zones: 2 Sensible Envelope Load Window Excursion Not selected. Sensible Duct Load (duct gain multiplier of 0.345) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent occupant gain Latent duct gain Latent other gain Total block load 11448 Btuh 3948 Btuh 0 Btuh 15396 Btuh 1061 Btuh 400 Btuh 1172 Btuh 1500 Btuh 19529 Btuh EnergyGauge® FLRCPB v4.5 Page 3 4 • Kokiel, Joel 1431 NE 101 ST MIAMI SHORES, Manual J Residential Load • SO • "• • • • • • ••• • • • • • •• •• • • • • • • • 4 • ••• • • • • • • • • • ••• • • • • • • • • Summer, Calculations - Componirie ?etdiEs• contiewhd) Project Title • •• • • • • ■ • :Code Only Kokiel, Joel • Professional Version Climate: South FL 33138- •• • • • • • •' •S • : -- •- • r; " ' • • • • • • ' • 4/30/2008 • WHOLE11OUSi Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (5 people c 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 33924 Btuh 7483 Btuh 41407 Btuh 0 Btuh 0 Btuh 41407 Btuh 3933 Btuh 0 Btuh 3655 Btuh 1000 Btuh 4000 Btuh 12587 Btuh 53995 Btuh 1. Central Unit/Split 2. Central Unit/Split RHEEM #RANL -036JEZ(Outside)RHEEM #RCQD- 3621A(I isid10000 Btuh RHEEM #RPNJ- 025JA(Outside)RHEEM #RCHJ- 24A2(Inside) 23000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEP for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or HaRH)) (Omt - compass orientation) EnergyGauge® FLRCPB v4.5 Version 8 For Florida residences only Page 4 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305) 264-0229 DRAWN BY: N.G LOT BLOC �li; �1i j • • • •••• • • • • • • • • • • • CAN SU'RVEYORS' : : : SCALE := 1: 40' : • : : • • ••• • • • iid: 7 •• • •.• •• • • • •• MAY 1) 1 20 • • ( SOY/ .1.•01-16 .1.•01-16 • . •• .1.•01-16 $ • • • •• BLOCK' 3 SURVEY No. 7-000518.0. SHEET No. 2 OF ' 2 N82 °15'13'E 96.10' Iu. Q ^V� � 4. ) ON� 0 T,1Z LOG.3 6 QGQ ^\GF' <4. o 118 in 0 SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. - The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. EMDCADtdu t resiT stdwt 728/2O05 3:38 :49 PM EST 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 284-2880 FAX: (305) 284-0229 DRAWN BY: N.G. • ••• • • • ••• Novet•Sulk ° 4 dts; Inc. • • • • • • • • • • • • • ••• • • • • ••• LAND SURVEYORS SURVEY NO 7- 0005180 -1 SHEET NO 1 OF 2 SURVEY OF LOT 11, BLOCK 3, OF MIAMI SHORES BAYV,AFVESTAVa AIVtNDEQ, UGI RDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56, PAGE 86, OF THE PUBLIC RECORDS QFrIAMJ -DADF (OUDITY!FIOI'SIDO • • • • • • • • • • • • • • ••• • • PROPERTY ADDRESS: FOR: 1431 NE 101 ST, MIAMI SHORES, „51_ 01,38 JOEL KOKIEL •. • •• • - •• ••• •• • • • • • • • LOCATION SKETCH 56 ;° "•NT S. iaERA ABBREVIATION AND MEANING A = ARC NC = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT NR = ALUMINIUM ROOF • A/S = ALUMINIUM SHED ASPH. = ASPHALT • B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK . B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN • C.B.W. = CONCRETE BLOCK WALL CH = CHORD • CH.B. = CHORD BEARING , CL•= CLEAR • . C.L.F. = CHAIN LINK FENCE • C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD • F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT • F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK. • FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE MIH = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC. VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R = RECORD DISTANCE • = t• . _ -•nPu1 -.31'1 • = .:L3 '....3.. RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RIW = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. 56044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE = CENTRAL ANGLE $ = CENTER LINE = MONUMENT LINE ]'HERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - •THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES, - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CQNSTRUCTIONS,' UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. . THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A • AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LANG TO BE SITUATED IN ZONE: AE COMMUNITY/PANEUSUFFDC 120852 0093 J DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: 10 FT. CERTIFIED TO: JOEL KOKIEL ATTORNEYS TITLE INSURANCE FUND, INC. JEFFREY LUSKY, PA. COLDWELL BANKER HOME LOANS, ITS SUCCESSORS AND /OR ASSIGNS ATIMA LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES azz CBS. = WALL (CBW' -x - C.L.F. = CHAIN LINK FENCE I.F. = IRON FENCE ° -ro-er W.F. = WOOD FENCE ■ 0,00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. BM• ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 81017.8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: P-4 c' ROBERT IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 8437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL Miami Shores Village Building Department MOU N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. iee , l' _ 7F/ Job Name Date BUILDING CRITIQUE SHEET f//5 o i . • ¥G coin 2- ca /gS ) AJoA — q/.15- C'S Fe, 08 Reviewer: Claudio Grande C.B.0 305 - 795 -2204 Ext 1430 • MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: � . M E `°' i MIAMI DADS COUNTY, FLORIDA id JUN 1 3 2000 METRO -DADE FLAGLER BUILDING la WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 BY: IA'---' (305) 375 -2901 FAX (305) 375 -2908 QU�' 91 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and „ cepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas w "s - - lowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cowl have this product or material tested for quality assurance purposes. If this product or mater the accepted manner, the manufacturer will incur the expense of such testing and the revoke, modify, or suspend the use of such product or material within their jurisdiction. $'tSR A to revoke this acceptance, if it is determined by Miami -Dade County Product Control Di; 1si: 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 Mori including the High Velocity Hurricane Zone. • 1-= • • • •• • DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites •• • • • • •• • • • APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets ithrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. 25.yi friApp D D For- e_zakr , coAa j�An �2t Q jzztf NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 12FGU'Z9 (alto C 0141 6.0' /KA, FL. *5) -140 - Ie' FGT Industries, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per IBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. ••.. 4) Large Missile Impact Test per FBC, TAS 201 -94 : .4'. • • • • • • . • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94°. 0 • • • • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS•202•94 •. • • Along with marked -up drawings and installation diagram of aluminun,. eat swingitg, . • • • • French door w/ sidelites, prepared by Fenestration Testing Laboratory,,fifc. i Test Repot • • No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Riplitp,1'.E. • • • . • C. CALCULATIONS • • • • 1. Anchor verification and comparative analysis dated 06 -21-07 and lest revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark., P.E. ' ..... 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated San. 18, 2007 approved by BCCO. Icu., 1. L.Iia�a�. ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E -1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A 3/8° LAM! NOM. (.4021 CONSISTING OF (1) LITE OF 1/6" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXAC:EPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/18" LAMI NOM. (.488°) CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PV8 INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.466") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: l�C Q, X_,X XO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. SHUTTERS ARE NOT REQUIRE . 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04-0721.01, 03-0226.06, ANSI/AF &PA NOS -2006 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVFLZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT AU. DOOR TO SIDE LITE CONNECTIONS FROM TABLE t, SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GLAtSS BITE EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3118" HEAT STRENGTHEND GLASS FA P Px F.FC .402 A 318" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 maw ado WHIN/ 2 QAPYPEXT, WOWS, OWERACL AND MAS9af7E ADO GLASS BMVA 117 SLAMS Ate MASS DEA DK, REASE AAAEf , SLAS$OESCRFT. A ADD S TER B10 I EXTERIOR 0 0 IN � 42) 11111 0 1/2° GLASS BITE EXT. - 3/16 ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR INT. - 3118dHEAT STPA$44GL3t • 40A O7E010101.00YDOR WOW FL 34771 • • • • • • • • • •• ••• ,4s A • • • 7M 6a LA sfI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 8, 7 ANCHORAGE 8 -10 1w oeed aseolodlyiag with the Plata 411. NOAY » Miami Dade de Product (*strut Y Lk •CL •G NDTES ALtD. NG DETAILS ZLIMst f AD7DOR & SIDE LI7E'S, IMPACT b •�' •� >10 11005-1 B RobeFt L CLmk, P.E. PE k3B712 Structural ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • • • • • • • • • • t • • • • • •• •• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) ° REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 88 - 79 we 7° - 833/4" 87 3/4" 913/4" 8° - 95 3/4" 30 37 1/2" 60 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Q WIDTH 27 3/4" 361/8" 36 314" G WIDTH 38 3/4" SINGLE SIDE LITES WITH GLASS TYPE A +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 +71.4 -71.4 +87.6 -87.6 +64.2 -64.2 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +68.8 -88.8 +63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D -63.1 +75.0 -75.01+76.0 -75.01+76.0 -76.01+75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, )0x0, OXX & 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, El, COR0 HEIGHT X WIDTH (XX WIDTH 68 - 79 3/4" 70- 833/4" 87314" 91 3/4" 8 °-95314" 2° 251/2" 4° 47 3/4" +58.6 -58.8 +66.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -48.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +48.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 26 33 12" 64 83 3/4" +43.1 -43.1 +43,1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.8 -35.8 3° 37 1)2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE A WIDTH 10 3/4" 12 3/4" -75.0 +75.0 -76.0 +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 +59.0 -59.0 +52.4• t/.4; +42.6 +34,4•'-34.4' • • +34.0 -34.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -85.0 +61.9 -61.9 21 3/4" 27 3/4" 381/8" +64.5 -64.5 +61.0 +52.9 -52.9 +49.9 +35.2 -35.2 +35.2 38 3/4" +34.0 -34.0 +34.0 -61.0 +57.8 -57.8 +55.0 -65.0 -49.9 +47.2 -47.2 +44.7 -44.7 -38.2 +35.2 -36.2 +35.2 -352 -34.0 +34.0 -34.0 +34.0 -34.0 Vote FK 27 oar *13.6 NOTES: At GLASS TYPES: A. 318" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 318" LAM! (1/8" HS, .090 PVB, 3/18" HS) C. 7/16" LAMI (3118" A, .090 PVB, 3118" HS) D. 7116" LAMI (3118" HS, .090 PVB, 3/18" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR2. 121 MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 335/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841(8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY, ,65. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1, OXO WITH GLASS TYPE A 30" WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.61 -67.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE _ +70.4/ -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.8/-43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80' HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.11.43.1 PSF AL 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH G"REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. •• • • • • • •• • • • • • 1070 7E9r9M11.007 NOKOM0L it • • P.0. 1R8 • R 10274 • • • • • • • • Api,uva1 as suwt�!'lap with 8l" Florida a ":Loon 01c Data NORM_ - ar 7 Wit* Beam* ION 1 E$SUfS • PRE 1 dOOR 8 SIDE LITES. IMPACT • DE 1X �2 +70 I 11005-1 B III ROOOA L Meek, P.E. PE 09712 Bvumem ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• 731/2° MWc MAX. " • JSEE NOTE 3-.±0-36 MAX —4 MN( SEE N°TE4OXORXO SEE NOTE 4 E x lE 0 OXO X — NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. SEE NOTE 4 38X" 143 314" MAX. SEE NOTE 3 363!4° 96314" MAX. ice•) 0 SEE NOTE 4 DLO HEIGHT = HEIGHT - 11318" DLO WIDTH 'X' m DOOR WIDTH -12 16118" DLO WIDTH IOC = DOOR WIDTH I2.115118' SIDE LITE DLO HEIGHT = HEIGHT -11 318" �] DLO WIDTH +° WIDTH -3118" • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. • • • • • • • • • 3. SIDE LITER. OVERLAP' C AND 7C(' DOORS BY 314" WHEN ASSEMBLED TO MAKE 7(O','O)C, ‘)*CY de,°0XX°Ai4D'O XO' 6ONF'IGSRATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 7C AND 70(' DOORS AS FOLLOWS: ('X' DOORS a WIDTH - 6.644) ('XX DOOR a DOOR WIDTH/2 4079) Road —F3 F Fit ni:h the M14�a�o; duce iszeiotoor NONOWS,R. as a wa• • wows: a moo • • ••• • • •• • • • • 4141M" R S SIDE UTES, IMPACT •el NTS• 3 a 10 I �11005-1 B •• • • • • • • • • • • • • • • • •• •• ••• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • a c mood m PXTERIOR G 0 • Road* AIN MAX. DLO il 1 DOOR SECT. A-A VERTICAL T�CAL A07 MAX DOOR HEIGHT 489 EXTERIOR MAX. DLO INTERIOR MAX SIDE LIT'E HEIGHT SLVIEWG -G CORNER ASSEMBLY • • 1• • • • •• • SL SECT 'B -B• • • VERTICAL AT P.O. BOKISM • NOKMAIA i. 3:774• • +• • • ••• • • • • • • • • •• • • • •• App+o.a d camp/l n/g w11h the s Coda .,, Date Or (p NOM o7 —C at J& M4s1Da tsCams" Div • "Visibly Ilatte• ' eggYV_ T10NS A4UM qi L OOR 8 SIDE UTES IMPACT JDJOJ • •l 1/X 4 d 10 110051 1 lark, P.E. 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JMAX. DLO 'XX' SECT. C-C HORIZ. DLO MAX. x' WIDTH MAX. SL WIDTH 7C SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) Mks Oft YAW feilalas Max DLO SL SECT. E-E HORIZ. (DOOR WI SIDE LITE MAX SL WIDTH-1 INTERIOR EXTERIOR •• ••• • • • • • •Ir.,. • SEE TABLES 1 AND 21m • • DLO NOTES ON SHEETS 1$•2 • • • FOR APPLICABILITY • bloSecT. F-F .. ••• •• • • • HORIZ. (SINGLE SIDE LITE) APIl •cmoPyinR0 Ibe Pka t Date c NOM Ming 111411 m Product oml 61 !. 44.4 • 070 Tramexacordava • P.0.Ark(Mee • FL •n4• �x a•MITIOsa�T Fx e^t4W ADD 'O MWIe4iUlE.TO MOM 1 eeam•> ew. archer oar F.K arize7 J.J. 6/2!07 ••4 Ea •pri• Rnr,4e S alleft FF 1 tR & SIDE LITES, IMPAC: PDfe1 • • 111X• 6 d 10 I 110051 B rt j 1 & )/, RabaM L. t ark. P.E. PE e39712 Smucaeal 7 ••• • • • • ••• • • i • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG # PGT# DESCRIPTION ITEM DWG # POT# DESCRIPTION 1 9438 60411 FRAME HEAD 80 9200 69200 SIDEUfE HEADER 2 1010 60300 WSTP.,Q -LOIN .190 X.375 HIGH 61 9210 6921 SIDEIJTE SILL 3 7070 81070K BULB WEATHERSTRIP .187 X.300 HIGH 62 9160 60381 SIDELITE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 83 1155 781PQA #8 X1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCX STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 889 7999 SILT GASKETS (STOCKING #70999) 7 7832X12FPXP #8.32 X.500 PH. FL MS - S.S. WISILICONE PATCH 68 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 87 #12 X1,000 SHEET METAL SCREW 9 998 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712853K SETTING BLOCK, 3/3? X 1J4" X 1' W/PSA 10 952A 6533018 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1I16" X1 /2" X 1" W/PSA 11 11030 611000M OUTSWNG THRESHOLD 72 4222A 64222 BEAO, 7/18" 12 1670 871870 WS1P, .386 RD FOAM FILL T -SLOT (AMSBURY#32011) 73 988 6988 BEAD, 3/B" 13 11004A 611004M OUTSWNNG THRESHOLD CHANNEL COVER 92 988 64988 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED) 93 1224 67247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899,988 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 9S GLASS, 3/r Laic -1/6" A, .90 PVB, 3/18" HS 20 9180 60380 FRAME JAMB (OUTSWING) 96 GLASS, 3/8" LAMI -1/6" HS, .90 PVB, 3118" HS 21 1010 80300 WSTP.,Q -1.0N .190 X,376 HIGH 97 GLASS, 7/18" LAMI- 3/18" A, .90 PVB, 3110 HS 22 6606 85608M REINFORCEMENT, 1.000 X2.750 X0.680, 8061 45 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 23 1140 7BX112PSATS #8 X1.500 PH SO A 176 102 11006A 141108A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT 504 —H I--.— i f 380 .055-- +-U+ --1- 0 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 2.760-- -t 28 1118 710034PFA #10 X.750 PH. FL SMS 27 7070 87070K BULB WEATHERSTRIP .167X.300 HIGH 30 9100 6910 ' DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 911 7FRMO HINGE EX'T'RUSION 33 1118 71058FP W,B #10 X.825 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 BTROOA 8/16.18 THREADED ROD 36 990 7990NUTA 5/16.16 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 78345PT #8 X.75 PH. FL TEK 39 997 70997 CASKET (BETWEEN PANEL HEAD/SILL & PANEL STNS) �� �mm�e R whk the °�" ! 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 sum BOLT ASSY. (NACTNE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH-FL SMS TYPE BIDS 43 1212 7P3003 SILL OUST PLUG (INACTIVE PNL) 44 9836 8983 DOOR PANEL ASTRAGAL 1 OUTSWNG) 45 9848 6864 DOOR PANEL ASTRAGAL 2 DUTSWING) Ba '°l ny ��' L �a4,(� t1 ZI d c a� PI Aiark, Swdurei 48 1213 60200K WSTP. Q-LON .190 X.200 H H 1- 47 929 74UBLOK LOCK SUPPORT ASSY. (41107 & 41708) 1.000 t . 48 1139 7834F #6 X.760 PH: FL SMS 49 982 FD$PTAY 2 PT. LOCKASSY. 50 8R180FS RUBBER SLEEVE .a � • • • •. ..680 • ;A • • • • • • • • • • i (:):2,e3Eitilli • • • • • • 3'TS • • • ••• • • • • • • • 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 112 931 7FI SPX DEADBOLT STRIKE PLATE 53 1118 710X34PPA #10 X.780 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE X55 1118 710X34PFA #10 X.780 PH FL SMS ar aMa two r • ? _ • •. .._ •a."er� +'�. • 01 a.d Fr a`n wfe +moo _ ' 'rte T.. to DRa9 R. • AY $tR7t•0� • • • • ?+k BOOR. & SIDE LiTES, IMPACT . /e Pi a P. 7 A ae".ba R tines f1•DUtotar ARjotoovEpA Q*rTu n8I41. 4 7 " 6e • FOtm " IL, • 1/2K• At 8 d 10 wawa. 110054 wr B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •i •• • • • •• •• 4110 • • • 000 • • 1.760 1.4801 080 1.820 4.726 4.100 37 WEATHER STRIP CHANNEL 606375 4.875 DOOR PANEL TOP & BOTTOM RAIL 808345 3.855 DOOR PANEL DOOR PANEL 810E RAIL / 6063 -T5 [ 44 ! INTERIOR ASTRAGAL �/ 6083 -T5 0 1.50 .1261 ''' l t - 1+ .750 .883 FILLER HEAD ADAPTER 6083 -T6 .060 --- /^� DOOR PANEL ( 451 EXTERIOR ASTRAGAL J 8083.75 .l .050 .883 —1.578 +� .890 DOOR FRAME, JAMS 8063T8 HINGE 8083.75 0.375 .125 TRUSS CLAMP 3I5' GLAZING BEAD 6083-T5 7` 6063 -76 7� 8087l18" 375 GLAZING BEAD 3.000 1+--- 3.000 -1 3.100 ---+j SL JAMB 62 606378 1.479 5.459 .076 6212 1 FRAME HEAD 5063T8 8.085 476 4.888 .050 3.000 11 OUTSWING THRESHOLD SL HEADER 8083 -T8 •• • • • • • • •• • • .750 Amur wml uvuh tha Amur Bu fb l Colo ' 4m Mlani 5ada ho8IN CoaUai 2.980 .050 • • • • • • • • • • • • •• ••• • stSILL• • 606378 SLJAMS 66 ADAPTER 6083T8 •RIII • tlQb • • QT4• 7 0,10 11005-1 B 4 Chak P.E P6 A08712 ahuw al ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fHAD ZONE "C"--1 1 ZONE °D °�- zoNEE'D° i SILL ZONE "C" SEE TABLE 3.. SHT. 9 HEAD HEAD HEAD tZ Et—ZON ---t -Z ENE-1 1- ZONE4ZONE F"�"ZONE-I SILL SEE TABLE 7,. SHT. 9 NOTES: L._ SILL SILL ZONE "I)" ZONE "D"� SEE TABLE 4., SHT. 9 ZONE 0 HEAD HEAD ZONE 'V ZONE "E" I XO OR j \\ OX E° W ZONE "E" t t ZONE "D I ZONE "E "_1 SEE TABLE 5., SHT. 9 SEE TABLE 5 , SHT, 9 HEAD I ZONE °- 'z�4E"P�z ENE-} t_Z�1 —ZONr -�ZON -`t z2 t I JAMB ZONE A I / OR A \ OXx 10 W 2 1 <XXO \ , / ZONE --t ZONE SILL SILL ED E TAB LE 7JHT. 9 "E" SE EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. B. 71 3/4" x 83 3/4 "C DOOR ZONE °F" ANCHORS FROM TABLE 4, SHEET 9, EACH °F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 pOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5 +5 +2 a (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. �ZOE U. E "ZONE "F'"�ZONE "E� SEE TABLE 7.. LHT. 9 A1.80 USED AS AN EXAMPLE OF ANCHORAGE FOR P 84 3f4 "H UNIT. 1. APPROVED ANCHOR TYPES ARE 1.1/4 ELCO TAPCONS 2.1/4" ELCC g4 C•RME- iMASURr•7 WOW 3612 SCREwWs SIDE LITES (SEE SOLUTIO�d ABOVE) 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C■F0R CONORETG�:•SEEE ERAHIPLL: WET ANCHOR LAYOUT ABOVE. JAMBS (ALU):131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. • • • • • • • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTiA EIAL ERS.A ID 20171$"" MAX•0,4i.• • HEAD & SILL OF SID LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. 0.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. "row *maw • mob FJC nolo A J ls ON1W001111080Cfg 0174(!7 y9Dll'A#R71iY /07 I • • FROG '070V. ABDANO/IGd1 MAO i 8565i r • • •50401100 m • • r•••6 44 •* 1110"4•", �HORAGE, CONFIGURATIONS t�t FRENCH DOOR & SIDE LITES, IMPACT Ain I NTS 8 a 10" 110051 1 B Appra..a °ouu+: Florida Bolding Dale Miami Dade Product g WW1 the ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••♦ • • • • • • • • • • • • • •• •• TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SLE $RATE A, B, C 0 2,3, WOOD 1,2, CONC TABLE 4. XE DOORS (ALSO X DOOR OF XO & OX GLASS TYPES ANCHOR7YPE & SUBSTRATE EM MA TO 37.60 LOAD ZONES WIDTH x 28.60 x79.7:+1001010 83.77 01010 00© 87.7.,010100010 01.: ODE! 0011 95.. Dfl©OflIJ 2780 x70.75flflflflflfl 83.7.00100®© 87.7* 0010110010 91.7. 8 flEIOflEI 95.7. na00 ©o 2850 x 79.75 01000 fl© 83.7.00vicfl© 87.7.0131100111 917- DDEIOEIEI 98.7'0 ©100 ©10 31.50 x 79.7 6 ©QDflfl e3.7 '1 DOtID0E1 67.7 +flpE700E1 91.7.6 fln OH 95.7• ©0 10 flf 33.53 x 79.7•;flflf0'flfl 83.7 0©10061 877 "©© 10 0010 95.7 ©0 10 0© 3850x79. "001000101 63.7 O©DEIOI1 87.7: 0©000E1 e1,7- en 10 non 95.7 D© 10 MU 37.50 x 791' 001101313 83.7: ODD OEM s7.7+ pp 10 0 ©1E1 91.7 00 10 0010 157 -® a 10 OD s 5 DOOR WCTH9 ,CC • 47.7 TO 71.76 MIN x HT. 47.75 x 79.7 83.7 87. 91.7 95.7 81.75 x 79.7 83. 87. 91. 95.7 65.75 x 79.7 83.7 87.7 81.7 95. 69.75 x 79.7 e3 87.7 91.7 95.7 83.75 x 79.7 83.7 87.7 91.7 85.7 87.75 x 79. 83.7 87.7 91.7 95.7 71.78 x79, A, 9, C. D 2,3, WOOD 1,2 CONC LOAD ZONES :001170 ©I:I DI7EI0 ©fl • fl10100E1© -01011010E110 1:1E70E710 • 0EuE70E710 6 1316101310 5 EIE10EI© • naE70©m DEMO ©E1 • 0131111 0E101 DEED 0111131 • DEi[7DE110 • 1111EI0 ©10 - 00111010101 • fluu0 0E ., nail 0E110 • 00110 011110 13 6 [l0E710 011131010110 • pp 10 0 1E1E1 • anuau10 01E110 01010 • 6 tIUflflfl • ©[110 0©10 "E1[1 10 OE]l • AnE10©E__i • 0101130E B1310 • 010 9 0E 1E1 • 00 90 01010 • PEI 10 0E1E 1 8 TABLE 5.2 SIDE LITE GLASS TYPES ANCHOR TYPE & SU98TRATE I 10" - 10.7• TO 36.7 WIDTH x H7: 10.78 x79. 83.75 87.75 81.75 95. 12.75 X79. 8a. 87.7 91.75 95. 19.00 x 79.76 83.7 87. 91.75 05. 21.75 x 79.75 83. 87.75 91. O. 27.75 x79. 83. 87. 91.75 83. 87. 81.7 e8 38.13 x79. 83. 87. 91. 36.75•:79. 8. F. F.fC 1406`07 .14 A,8,C,D 3, WOOD ,2, COW LOAD ZONES 1 I O 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 TABLE 6.2Q &OX GLASS TYPE - ANCHOR TYPE & SU6S1R4 D L: R W1DTH8 -25.• TO 37. A, 8, C, D 2,3, WOOD 1,2 COND TABLE 7. OXO, XXO, OXM & OLA$S TYPES A. & C, D ANCHOR & SUBSTRATE LOAD,Ti37ES SIDE LTIE WIDTH x Ht: 10.75 x 79.7 83.7 87.7 01/ 95,7 12,76 x 79.7 83.7 87.7 91.7 96.7 19.00 x 79.75 83.76 67.7 91.75 95.75 -OD -00 -OD On 00 • 0© Q© •00 fl •0© 00 00 •00 ,00 00 00 21.75 X 79.7 83.7 87.7 91.7 7 27.75 x79 83. 87.7 91.75 95.7 35.13 x 79.7 83.7 87.7 01 95.7 77921449LOSYSRAW • • FL • 0© OD 00 00 OD d© 00 0E1 BEI DO MEI 00 OD 0© 0l0 as 00 0® •R DOOR WDTHS -26.' TO 37.' t' '70P - 47.7 TO 717 SIDE UTE mom x HT 2 WOOD 1,2, COI' LOAD ZONES 10.76 x 79.750 83.7• Q 87.7' 91.75 95.7• fl 0 «,a 0 .,o •0 •0 •0 • 0 0 12.78 x 79.7 83.7 87.7 91.7 95.7 19.00 x 79.7 83.7 87.7 91.7 95.7 21.76 x 79.7 83.7 87.7 91 95.7 27.75 x 79.7 83.7 87.7 91. 95.7 39.13 x 79.7 83.7 87.75 91.76 987 38,76 x 78.75 83. 67. 91. 96.7 UAN Tf F}° LOAD ZONE Fowl M4 2 2 2 2 2 2 2 f 2 2 2 3 3 0l 3 3 3I 3 g 3 3 3 g 3 d 3 3 3 3 3 4 DIE! DB 00 00 010 DU run 0© DB D�© 00 00 EEO OD 0© 1010 IOE = IMPACT • 10 11005.1 APPROVED ANCHOR TYPES; 1. 114" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (08) 4. ENCIRCLED ANCHOR OUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. =al l as tno$yWgwllp t6c Daro NOAs Mimi , , • Woke/ want tlyfrittol 1. B /• Clelk,P.E- E 038712 Sty ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • •• •• 2)( WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 13/8" MIN. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. IX WOOD BUCK, NOTE 2 TX WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) i3/8° 1/4° MAX SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 rr lx WOOD BUCK, NOTE 2 1 eir TYPE 1 1 3/4" TYPE 2 1 3/8" MIN, 1/4" MAX SHIM CONC. ANCHOR. NOTE 1 DOOR HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM I 1 3/4" MIN. E.D. 1/4' MAX. SHIM WOOD ANCHOR TYPE 203, NOTE 1 1 Mr MIN. CONC. ANCHOR, NOTE 1 t i rt 4,4 • 314° MIN. 5.0. 2X WOOD 1.3 KSI MIN. CMU OR WOOD ANCHOR, TYPE 20R3. NOTE 1 1 3/8° TYPE 1 1 3/4" TYPE 2 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) 1 3/4° TYPE 2 (CONC) 1/4° MAX. SHIM 13/4" , MIN. E.D. 3.4 KM MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 pa, DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 WOOD ANCHOR, TYPE 2 0R3 NOTE 1 CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMPDADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4° TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4" 534 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314". FOR WOOD INSTALLATIONS USE #12 SCREWS, 08 (TYPE 3) OR ELCO 1/4" 884 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2" THICK. 1x WOOD MAKS ABS QPTIONBL IF IONIT INSTAUAD DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1112" THICK OR GREATER. INSTALLATION TO THE SVBSTRATE4OPWCOD BUOKS110 SE ENGINEERED BY OTHERS OR AS APPROVED SY THE AUTHORITY HAVING JURISDICTION (AH.1). • • • • • • • • • 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT RECABED. tF:US:3,104-SaRINTK,s4ONATSTALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT new TOTTFRESUBSTRATe ANCITRPNWER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, =PELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUSSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 13/4' MIN. ED. DOOR SILL (CONC) 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 -1 SIDE LITE SILL (WOOD) 3.41(81 MIN. 1.8 1(31 MIN. CMU OR 3.41(31 MIN. CONC. 4" MIN. E.D. 1/4° MAX. SHIM --1 3/8" TYPE 314' TYPE 2 CONC. MIN. ED. SIDE LITE SILL (CONC) Approrad au, at: ;Ag Florida Swains C • IM** 2so PILAU Mang Anthill Control 91:41T441 Ci FTC 2f2Z07 1481411010N onus. MEOW ,L.t.LE, Oake f4cHORAGE DETAILS ILIAL FRENCH DOOR & mpg LITES, IMPACT Mot NTS 10 d 10 11008-1 113 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: M1A111I DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.novibu ldinncode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Itvliami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County r s to have this product or material tested for quality assurance purposes. If this proddetd perform in the accepted manner, the manufacturer will incur the expense of such testTnt immediately revoke, modify, or suspend the use of such product or material within tlalillai% reserves the right to revoke this acceptance, if it is determined by Miami Dade Co • Division that this product or material fails to meet the requirements of the applicable This product is approved as described herein, and has been designed to comply with thg Code, including the High Velocity Hurricane Zone. • • • • DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. ; • �; APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Winaiow, iipact "; Niels 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manuktereC, signeelmul sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal sta.mp WW1& Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. .MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami. -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • Peyt F°R P ,k N Cp, - 01/ S ORA - Apow-trycer i2Ge.qo oicol 60s pP , MM4MI/FL. (am) - 1.40 -r Ie NOA No. 08-0117.11 Expiration Date: May 22,2013 Approval Date: May 15, 2008 Page 1 • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06t23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL t` + dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E..'. (Submitted under NOA# 05-1129.11) • • • • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • ..' • 2) Uniform Static Air Pressure Test, Loading per FMfd,•TAS 202 -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, TAS 2p A• ; • . • 6) Forced Entry Test, per FBC 2411 3.2.1 and TA$. 94 . along with marked -up drawings and installation diagram of two outswiiig altupintaq casement windows, prepared by Fenestration Testing Laboratory;Te geport Mt' FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaesltda; P.E.. • • • • (Submitted wider NOA# 05- 1129.11) • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted wider NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R -•. No. FTL 3587 dated 10/8/02, signed and sealed by Jo-- .h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Fe Product Control NOA No. I ; '�� .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2808 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 5. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94. • • •••• - 4) Large Missile Impact Test per FBC, TAS 201'.4 • : .... 5) Cyclic Wind Pressure Loading per FBC, TAS Q63;94 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS•202 -94 • along with marked -up drawings and installation diagram of threeal i lnum +timing casement windows, prepared by Fenestration Testing Laboratory iarepon�To.• FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E..*. • • : • .. • (Submitted under NOA# 03-0611.02) • • • • • • • • • • • • C. CALCULATIONS • • 1. Revised Anchor Calculations and structural analysis, prepared by menutacture ;,•dated • • 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19 /02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries forth es C -740 Aluminum Casement Window — L.M.I., approved 114 e expo ` a 5/22/08. Manuel P = =v1 P.E. Product Contro ,1 finer NOA No. I.: 17.11 Expiration Date: May 22,2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/18" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN ,090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB, C. 7/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" 1.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5116" LAMINATED COMPONENT WITH A 318" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. L F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE, 7/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, )0( )1, XOX AND O CONFIGURATIONS OPTIONS x 0 } } 0 } x 0 0 x 0 x UNEQUAL LITES x 0 UNEQUAL LITES UNEQUAL. LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS UST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX° CONFIGURATIONS SEE SHEET 6. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. N. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. p4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" U4 QRE,TE -Fj.EX J,NA1' BE4ED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETSfelliFAIGH461. SEN Sl•IENTS+5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. • • • • • • • • • • • • • 5. SHUTTER REQUIREMENT: NONE REQUIRED • 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERSs8F TI4E1 FRAME. • • • • • A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4807 AND FTL -4608. art fa,w, P.IC 3250,1 S ADD 13/164/31 A MOVE GLUM DETAILS TO SHEET 2 P.K. 7/10▪ 03 C NO CHANGE 71115 SHEET Amu Sy. Pate NNIM F.X. 812305 0 ADD TB' HT.t GLASS TYPES FANp Q REylSEANCNOR a"..."" S. chew hn mow FJC. 12/17/02 • • • GE. • • • ra•oifcwar vrwinat magnum •2750 • • • • P.C8OX 1829 horn IS. FL 24214 • lamer 7S AND TABLE OF CONTENTS ,aa► • , -.j MfNUM CASEMENT WINDOW, IMPACT a.R CA-7740 NTS 1 1 a 13 7045-8 ••• • • • • ••• • • 1 • • • • 1 • • • • • ••• • - • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT RV FA 48 a.wn.;- 11•,0.4811 P.e e:ailft 5eilab,4, CAA Ag[ep ,A,: r ., plrs�t'•:+tn:� lass" A. Turret P.E. PE 058201 M"chunIc"I 1 /8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1-- 118" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 30 31 3/16" 3/8" AIR SPACE 1 /8" HEAT STRENGTHENED GLASS r-- 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT r STRENGTHENED GLASS .65" NOM. GLASS BITE Mfrs 7116" LAMINATED GLAZING DETAIL 8 F. Nemeth, Das: F.K 6!23106 tli"s"B7 MU: AK 03!28/03 7/10/03 Fterikikillte 1: REDRAW GLAZING DETAILS & ADD 13716 "R0. • • NO CHANGE THIS SHEET ADD 13118" LAM, t.G. W /7116ZAM1 a CORRECT 5/16* LAN DETAIL • am I D • 61.46 ey. • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1 /8" ANNEALED GLASS •• ••• • • • • • • • •• • • •• ••• 13/16" 13/16'1.G. W15/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE • • • • ••• • • • • • • • • 133/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL • • • • • *70 �OMP. fl 4l4a • • • • A.(•SOX 1628 • NOME& FL 34274 LNG DETAILS AI•tlM!NUM CASEMENT WINDOW, IMPACT CA-745 NTS 12 13 2045 -8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Luck.* 0, Tvm"r. P.E. PE 853201 Mathanral CENTERLINE 1 112" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 7 ANCHOR LOCATION TYP. 4" MAX 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 89" MAX. DAYLIGHT OPENING L 76" MAX. HEIGHT 4" MAX. 4" MAX. 14 112" MAX. O.C. TYP. ELEVATION "B" - "XX' �..� (SEE SHEET 7 FOR PRESSURES) 30" MAX. 63" MAX. 30" MAX DAYLIGHT DAYUGHT DAYLIGHT OPENING OPENING OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. 0.C. 4" MAX. f 4° MAX. 89" MAX. DAYLIGHT OPENING O 37° MAX. VENT TYP. • • • • • • 13" MAX. OA* • L • • • • �• -1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY ---80° IUIj(•Fi iZ • . • 78° MAX. HEIGHT • aSS XIEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES PRODUCT 61p?1lSWE0 mere ;aylm 4,179Ile Tkrifs 3 F.K. F.K. Fernier FK WamBr F.K. 33125/03 e 7HOM rue WSSISS 12/17/02 now.znre. Ponisbme Raosiara CMG." 0, CHANGE SHEET NO. REFERENCES ADO HINGE LOCATKIN DETAILS • • t • •• ••• • CHANGE MAX HT. TO MOO MAX DLO TO 99• • • 0'.0.00X 1529 • r MOK•M1S, FL 34254 • • • 49(.* & WOK' ELEVATIONS LQMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 3 e 13 7045 -8 D Luton A. Turner. P.E. PE 968261 Meehemml • • • • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • IN • • • • • •• • • • •• •• • • ••• • • DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) --HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 13" MAX. 0.C. —37" MAX. WIDTH 30" MAX. --DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 41 76" MAX. HEIGHT 14 112" 4" MAX. MAX. O.C. ELEVATION RD" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 • TYP. (2) 14 12" MAX. O.C. VENT HEAD & SILL ONLY Pawl F.K %v., F.K. 0drid F.K 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING —"- OPENING 97° MAX. WIDTH SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 4° M 4° MAX 13° MAX. 0.C. ELEVATION "E" °O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION .." 'I' \ -. • \ • - IN. • --,-- • • • 69° MAX. DAYLIGHT OPENING A 75" MAX 13" SEE MEETING HEIGHT MAX. RAIL DETAIL SHT. 3 O.C. i TYP. (2) 4" MAX. - • ° : t3" MXX. O.C. L •• ••• • • • •• 4' MAX. --- 3r MAX. VENT 60" MAX. FIXED ELEVAT ON "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) • • • • vox.. exat "XO" & ^0)(n ELEVATIONS 5 • VJMINUM CASEMENT WINDOW, IMPACT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) CHANGE SHEET NO. REFERE0CES 0/2.310S 0ne. 7110/03 C ADO HINGE DETAIL HINGE 1-0CATKAI NOTES Rookslaret 0 CHANCE MAX. WT. TO ,. ANO MAX DLO TO se • • • • • 0^.• • vo.+0,0, Dote F.K. 72117/02 0naader. F.K Datir 07 • • F03.80X We • NOKOMIS, FL 342T4 Vd0001ge PRODUCT PEryerwit, outzepzer-dh Am.pt.res, ugatvez OA-740 • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • 1 • • • • • • • • • • • • • • • 0,0/aso 4 13 7045-8 O' I V, Vac- Lucae A rumen, P.E. PE 05820/ MechardosI COMPARATIVE ANALYSIS TABLE 1. 'X' WINDOWS TEST REPORTS: FM-3582, FTL -3587, FTL -3729. GLAZING OPTIONS: A. 5/18" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAM! (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,318" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) X' WIDTH IMQ HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 80_ 63 68 69 72 NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC; POS NEG POS NEG POS NEC POS NEG POS -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -900 700 -90.0 70.0 - 90.0 70.0 -90.0 70.0' -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -900 70.0 Inn in -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -89,6 70.0 -86.3 70.0 -842 70.0 -83.2 700 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -900 70.0 A 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 gm 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -850 65.0 63.7 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 aA ElA A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 Ea 70.0 -68.4 cm -63.9 63.9 -60.0 60.0 03 58.5 -562 O -53.4 53,4 -51.3 ® °49.8 49.8 - 48.3 48.3 B B,E -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 Oa 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 70.0 MN 70.0 81.8 an -58.9 58.9 -56.1 56.1 gma 53.8 -50.4 50.4 rlia 47.7 - 45.8 45.6 -43.9 43,9 �� 422 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -87.8 70.0 700 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70,0 - 65.5 65.5 -57.5 8E - 54.9 549 -51.8 51.8 -48.6 48.6 -452 O -42.4 cm -75.0 70.0 -75.0 70,0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75,0 70.0 -70.4 700 -60,4 60.4 •54.3 54.3 ® 51.1 -47.9 CM -448 pa -42.2 42.2 wan -75.0 70.0 ` ;. vo. Rota iF�tor., -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 -75.0 70.0 -75.0 700 -73.7 700 -67.9 -59.0 59.0 -52.8 52.8 00 49.9 - 46.4 46.4 -43.5 43.5 41.1 41.1 -38.6 38.6 B -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAM! (3/16 "A „090,3118 "HS) ALL "X" SIZES UP TO 37" WIDE x 83" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 max= x 00004 w1A1 das14010& &Mkt Cab p� iY i AAA ! <si/fact.13 ^44 "P .;., TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 i GLAZING OPTIONS: C. 7/16" LAM! (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3/18 "A,.090,3 /18 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: • • ••• • • • • • • • X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURESIMTHE ABOl1E:'PARLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • ••• • 2. IF INSTALLING WITH 412 SCREWS, DESIGN PRESSURE IS LIMITED ICS 89.6•1184F. • •. • • • • • • • • . .. ... • • ..J/ / , /� ^ - {°rl_f /i4 / ' L "CB¢ A TVmer, P.E. PE *88201 McNemmg ,m.,dey Pit ma, 3r /av rte"ram: a ADD GLASS TWEE TO TAMES 1 a 4 9ro• • • • a _ • P.0 BOX 1529 • ,...._ RAKDA6$ F1.34274 visibly Bever " 'PRESSURES- X CONF/G. WINDOWS kovsd 0e 'Anwar C 7/10/03 Nectar a narssrE r • r1M1NUM CASEMENT WINDOW, IMPACT F A e t 2 $ 4 0 0c" D REVISRMO ORS a ADD 76° I IO)JT OPTKW • tl�.nex F.1 �k:.. 12/17/02 cv„°wMc mb I zae",ava C4-740 s� lg.. , NTS 1 5 - 13 aawm�m IIuay. 7045-8 L D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 3. "XX" WIDTH 37 43 46 531/8 57 60 64 68 72 "XX" WINDOWS GLAZING OPTION: A. 5/18" LAMI (1/6°A,.090,1/8 "H5) HEIGHT TEST REPORTS: FTL -3582 31 38 48 50 5/8 57 60 63 -75.0 POS 70.0 75.0 POS NEG POS cza POS POs POS POS POS POS NEG POS POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 0.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 70.0 75.0 -75.0 70.0 70.0 -75.0 70.0 70.0 75.0 -75.0 70.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -70.4 74 A -75.0 70.0 -75.0 70.0 70.0 -87.9 70.0 -75.0 70.0 -75.0 70.0 fii E CM 1211 CB ESICH " EMI IWO IMILMI 1112310121 CU KM IZE1 EI�r��EM !}!� I:MEM Ell EMI K [MOO S MED 1E33E33 IECia ED ICTIIEZI CMCEOEn MB EA -68.4 70.0 -75.0 70.0 75.0 70.0 70.0 -69.5 -63.0 63.0 60.8 60.8 -58.0 58.0 80.0 60.0 -58.5 53.4 -60.4 70.0 60.4 -59.0 59.0 61.8 58.9 54.9 -50.4 50.4 54.3 47.9 -43.5 X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3728 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5116" LAMI -WI 1/8"HS,.090.1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3118HS) ALL "XX" SIZES UP TO 74" WIDE x 53" HIGH I -80.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTION C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A IR SPACE,7 116" LAMI -W/ 3/16 "A,.090,3 / HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 55.0 55.0 NOTES: A • • ••• • • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DES1G11 PRESSURES IR14'HR A81014E TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 611.6443.F. • • • • • • • IORNSSURES- XX CONFIG. WINDOWS AI, YMINUM CASEMENT WINDOW, IMPACT GA-740 NTS J 6 m 13 7045 -8 D ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • • • • ••• • • • • • • • • • •• •• • • W cm A Twre,, P.E. PE PE:9201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "0° & "1/4- 1/2 -1/4 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 FTL17, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8°A..050,1/8"HS) B. 5118° LAMI (1/8°HS,.090,1/8 "HS) C. 7/16" LAMI (3/16"A,.090,3/16 °HS) E. 13/18" LAMI (1/8 °HS,3/8' SPACE,8/18° LAMI -W/ 1/8140.0901/81HS) F.13/18° LAMI (1 /8 °A,AIR S PACE, 7 /16° LAMI- W /3/18°A,.090,3/16"HS) IOTHS •0 37 391/2 46 501/2 HEIGHT 3 383/8 43 50 64 67 63 72 ECM MEM Q EM CM GM IIMIM EMI FOS © FOS ® FOS CIM POs M('+j- CID Pos ©MI] FOS MEM IMMO �E nman = 604 MCE��EOM -44.8 : m EsFro � MILD MILD MI E MILD MI1 I U WILD Lanai CE 1 1 1 1 1 1 fig -909 113:10 -80.0 Etkao 0 En -so .o En -90.o EMI 90.0 00 -90.0 lin -90.0 Erl 90.0 En ralfZEI -90.0 MIMED © 55 0 E- r a•1 EIll L I (L' I 1 .IREIED KM 87.9 -59.0 ED Q lC�.�i•..r3��Q''j� ,'��^}'.}�iL i�iC = 366 Er >.•n +v�•a Ell ' t 1031111 EMIEll � f 1 . + Ell Ell En Ell 1 i I IS 1 I 1 I'dJ kW -80.0 1 1 -90.0 E -90.Q 1 1 -90.0 In -90.0 1 r .90.0 �'] -90.0 -90.0 1 r -90.0 11 EMU) 90.0 6;10 E 55.0 rEEtI l 58.0 66.0 I0E1D 1 1 1111 �1I�-�1Ey�O 1�:3�1:21E����;I���-Jp��� 49.5 �'r 48.9 �C =CM ED ELI -3660 10111 n " ii!'i�' YS�rmi " Ell 'D' 1]' �I'n•ICED '�' Qe.n•. f r IED 1 1 1 1 YA6J '' CEDED ��� IN -80.0 MI 9(10 1 1 •90 0 Q] -90.0 EMI -80.0 ED -90.0 EXI -90.0 Eli -90.0 ED -90 0 1 r ® 1 1® FLU EMI 65.0 1:11111111021 •ry� LE' 'i CEDED ELI= i ;;'� ��� 1 'i..,':'D•� ���'���' Ell IUD= `D= -6�0��.0� 60.0 =ED �i��w7i�Ell =E�i�lD;�1 1I:fi.6:I 1 f 1E30 '�' iiibA ' ' COED ' ' AIDED 1 I :E' ' 1 1 IEDEl I� D '�' ECO ' ' Ell 1 r Eg .90.0 1 1 -90.0 ED -Dab ra -90.0 Ell F 11fZ-" '] -90.0 MD -90.0 El] -600 E[11:33110 ISTAE11 -76.6 03 Erl 55.0 Er '' 55.0 ��;� 1 1 �p[^ 1 -68.0 E] ]t ] -59.3 59.3 ] 536 ��' -] 60.9 MOD] j 1,11�MJ INN I� i1ti,dJ f l I�� I I EG87 1} 1I r i M. I t� M =ELI E 11 !M ED l CEDED 15511 ' i01120i 1' � mum la -80.0 ' ' iC.dL7 ' ' -90.0 1 e -60 0 1 1 -90.0 ED -90.0 EMI Ma I t ! I r lEEI 1 1 I L -68.0 65.0 C11311001E0 -06.0 65.8E Ell EMI Ca�3:1 GEM QED EiDC MULE �r,�' LIMI��!'(;� 'a.n +1,{/131 '' ED O] t "i IIZEI4AJfi7•Sli7 E 1 1 vI•n•a EMI QL'SJ t t 111111. " IIl1`E9R�3�ua. WILD fi D��,. 132 -goo ED -90.0 ED -90.o E!.1 -60.0 En 908 E] -66.o En -60.9 1 t IEENO0IP 7u+AE rffil DM 1E31011 -65.0 66.a IE j 5sa MUD pI;'}'�+]'1 f 1 `� 50.6 1�LIEC�''Ej''�D,'IE ]E 7MIMEr:S1E ]E:3]E�,E�CiE CEDED 7E51�3E�r'°�Q Swum GOM 1 1 Et I 1 1 IMEI MUM f Ell 1 1 I,�"'°�i I f IE ED V[•>+•I 1�" ]I D 1 1 i I1 I f 1, f 1111 ® 90.0 Ira -960 M IJ 1X111 -88.0 ED -90.0 ED CUED 1 ' i � ' i ' t -88.5 668 m - 6 0 . 5 DM !MED U P 10 CEDED � IEEIE MILLEI��LIED -60.0 60.0 C.'-�3'.RaT�i1 EMU= C EFDIEE :31t� 1f].!�':� E JF [;] Yi.,,.•IEtl E' I i Emma Fi.n I r cam t 1 !M ED EDM I r II1 r l 5511 I I MILD l EC/ -90.0 I f 1 1 , g o o ' 1 - 8 0 . 0 I E M I E D IEDM I 1 -68.5 66.6IMM •80.0 60.0 OE 7 morn mom cairn � 1 r CD ED CIEIE113!ME DC�tE;�EB`�,MI• 1211 E��"/!II=MIC��IEI� �-39.8� ED ]ID I�1 •'I���� Eg En -r 1 INi+a. ED ftL'SJE:20 En ELI fi4:�D 1 r itL'A:J 1 I IED ' ' El 'IRt: D Emu] En " MILD 90 -65.0 55.9 55.0 56.0 01 531/8 06 3/8 55112 57 881/2 108 -49.8 49.8 t -1 1 ED 11 :t r EC '' fi' DIM■41•dI ' " EMI EMI I:••R••I,:JD MIMI EXI u.'.n�`.r..c.I ClE:bIS'i CHE,•r.• K2 En ED LAMM =man En mum =MEI MIMI CEDED 1:31 OEM MIED ll ®lrll En En Arn EM Er EnronC37E 1[ ►I IMIMIrDIED MI ®E • EnEll UM MI ©Q3]lffi7EDE b]E lEllEDEliC 71m[lCP]ernEMI i i]L''�7E D ®®�- Dn B r K1E3g 2 3 +' 1 1211 MM EEMLI I cam]EmEII]Es' IIanEn T1 3 DM ®1E]I:113 ®KM MD I E- MED EgIEDE 'IEIEIMIE IEDDM ED ED ILEI MIED !MEM EllEll ISED ED ElIDEa]E:'inan��� I !MED IM]Eal Del MIMED CEEB EFFI 1EXIE7i1M MED IMO murnern C 1EIDC MUM -90,0 -90.0 90.0 80.0 -1X1.0 90.0 -90.0 -90.0 -90.0 -88.9 -39.1 -59 8 920 -80.0 -90.0 -59 0 -80.4 -88 4 90 0 -90.0 889 TABLE 7. 8114;112-1/4 XOX" WINDOWS TSST RPORT: FTL -3880 GLAZING OPTION: 0. LAMI (3/ rHS,.090,3/181HS) ALL "0" SIZES UP TO 50' WIDE x S3" HIbI AND AU. 914 /2-114 XOX• SIZES UP T0120" WIDE ,x 83° HIGH 14101 74.0 •• ••• • • • . • • •• TABLE 7A. °O" & "114- 1/2.114 *0X" WINDOWS TL�ST REPORTS; F L -4607, FTL -4808' GLAZING OPTIONS: D. 7 / {8" LAMI (3/18"HS,.090,3N8"HS) G. 13/18" LAMB /8 "A,AIFirA B°ZAA�WOg$H8•.Q[0,3/18"HS) ALL "0' WES UP TO 80" WIDE x 7E(1 -110N AND 1•"1/4 4 0 SITE P i0 WO" MD* x 78" HIGH 1 -5$.0.55.0 OTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE PULL•dESIONNIftESSIVRES*'1 TI•IE ABOWrABLES, USE ELCO 1/4" TAPCONS OR 1/4' S34 CRETE -FLEX ANCHORS. 2.1P INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.S,F. Mfrs 9altlnm 388803 0 A0D t1LA39 TYPE 6' TO a • ••• • OiM FL 34276• • •• n• • s, •�•• nav • •?OQOX 10a• • • NOf(•MIS, FL 34214 • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • Xi$SURE3- 0 & 1/4-1/2.1/4 XOX CONFIG. WNDOWS • _2%L CASEMENT WINDOW IMPACT ••• • • • • • • • • • • • • • •• •• ••• • • NT`S 7045 -8 1 2 0 4 X 0 fl - L'isfdy 366616% Ode Lucas A. Turner, P.E. PE 988201 MIlohanlCtill COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A, 090,1/8"1-16) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS rga POS U P06 37 55 1/2 0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 700 48 72 lI -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 7 4 113 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 En 70.0 -69.5 69.5 Ian -80.4 67.5 60.4 56 8 4 Q -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67.7 gm 84.9 -62.7 62.7 60 90 Q -75.0 70.0 -75.0 7110 76.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 83.9 - 60.0 60.0 -58.5 58.5 -56.2 IMEI - 53.4 53,4 84 96 Q - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 81,8 En 68.9 own gm 53.8 50.4 50.4 gram .43.1 Ca 40.3 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 68.4 - 58.2 582 -55.8 CO -52.6 52.6 - 49.4 49.4 Km= 70.917 106 3/8 A -75.0 70.0 75.0 70.0 - 75.0 70.0 ism 70.0 Ian 61.8 -55.1 Damn 51.9 48.9 48.9 En 45.8 mu 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -70.4 70.0 -60.4 60.4 -54.3 lig -51.1 51.1 cumum 44.8 gmegsm 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 48.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.8 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5116" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"HS,3/8° SPACE,5116" LAMI -W/ 1/8"1-1S,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -75,01 70.0 TABLE 10. "XO "or "OX" & "1/3- 1/3- 1/3XOX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 63" HIGH { -90,01 70.0 TABLE 10A. "X0" or "OX" & "113- 113 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /18"HS) F.13/16" LAMI (118 "A,AIR SPACE, 7/16" LAMI -W/ 3116 "A,.090,3 /16"H6) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 113.113 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGIFP•REnI REO^ IIIITHEj1BOVE'tj BLF%USE ELCO 1/4° TAPCONS OR 1 / 4 " 884 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED%) 69.6 I.F. • • • • •• ••• •• • • • •• ar RK 3/28/03 8 1. 3 X 3 0 x X 0 0 X PRODUCT RENEWED o cueplylag al& the Finkle Raiding Cale Acetylene Nu • FA'. 7/101119 C NOCMNGEnits SHEET F.K. 9/13/03 p CNN% W ANCHORS AND ADD 78" HEIGHT OPTION F.K. litmert By. Da. 17197/02 CAOteet ay vg. ' • PQ.soX 1828 • NOKOMlS, FL 34274 OM!NUM CASEMENT WINDOW, IMPACT NTS 8 13 , 7045 -8 Racer ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • i•• • • • • ••• • • • • • • • • • •• •• • • Lucas A Turner, P.E. PE 1169201 Mechenloal COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or °OX" & XOX UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 A. 5118" LAM! (1/8 "A4.090,118"HS) B. 5/16" LAMI (1/8"HS,.090,118"HS) C. 7/18" LAMI (3/18 "A,.090.3 /181-1S) E. 13/18" LAMI (118"HS,318" SPACE,5116° LAMW -W/ 1(6 "HS,.090,1/81191 F. 13/18" LAMI (1(5"A, AIR SPACE,7 /18" LAMI -W/ 3/18"A,.090,3/16 .1S) HEIGHT WIDTHS ALL °XOX" SIZES UP TO 134° WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 28 98 38 3/8 43 48 50 5/8 54 87 60 63 67 72 78 Q`1 IIIIIIIIME1 POS 12111111:31Z111 POS MUM MECOREIG 0Ell:W MI GEZES31;1:21741 POS MOMS POS 69.284 19.125 31.014 VII I' RE D M „ !MED !ME ' + " ISIIE ' „ M I� ' M -64.9 Cfl�� 80.8 i�}��' zaE lIMEE � r' • 60.5 III + + 3 wt:BJr 70.fl EMU) , �] e 3 �!] , , I: gm En -90.0 MIMED moo i -90.0 miming ..90.0 EMI:MEM Ern i , -90.0 Ell= C i ED IIMI 55.0 86.919 24 38.819 WI CIE ��]' Ell , + -69.1 68.1 r I ED EDER 1E11 5C.4 =MEI ME Mil IZIEXID EMf i -36.9 Ems] + + -� EDGE + ' COMM , + • E13l9Fg] Es'7E�[+] Mil "CIS] „ ea r , + 11333 ME, , -90.0 E]EllQ'T']' E:A :+ + , -90.0 +, - 90.0Et+alME.'�]' ' + -65.0 -'i 65.0 En 56.0 81973 27 42.973 WIEliEDI� 133 ® IEMEll ormil =EMI -90.0 60.5 ISEEEO EEO rzu , MED ESCIELD •-75.0 ED CEEMil MEI ED EIJED MED COCkE3=lean EiTI "®= " M k' 'i Mien -90.0 .'1 1 =CM iTu''-iign -90.0 ED -80.0 El] EIDED E] ED GEED M ' ' -55.0 UM MUD - 66.0 56.0 108.649 30 48.549[9 [' E IVED Ell RIME MED IED ED ISM ED MDE DME+l Eli I=ECM -90.0 Ezri ETIEDEDElirawn M ' ' ISM EllIETIED ElirEl COM KAUAI FM 86.0 Elf1 ss a IMI 62.2 115.8 32 51.892 f0lEllE WEI EU ]Eti]W:JE l -49.9 IMO erur.ri 13E1 ED MD= 033 i GEE EU imam 1E0 ED i ' ' -� err 60 9 Ma 47.7. 1EXIIM IED En= E' ,.i IEICIED IMO ED !ED ED lEll ®riEB Irmo CUED ei � r + , EX, -900 ED MI QA ® '�' f f:.II E' M crirrrimun 122 33.887 54.827 IIDEId]Ell MIM =MU Q M m .: lm=CM -39.5 Ell DM EM3 EMI ETA EffiriElMD 44.6 EilEEDIED EU MED &DIM ISTI EU IED '' �KM QE' ED En ' " MEI ED MOM Iii ' ' ISKI ' ' IIM E !M EM 'J' IMIED EZD itri IttEr111 fOE CFI WI EID CEDED ran Inn IEMIEME:113E13 MMUS E13111111 MIMI 123.135 34 ' 55.135 1E11 comn ED CM KED ME 11321 ICU IZEI CEDEX] EMI C ffiif! E EiD ifil MIMED ISM EDIEZDEI EDE D ISM EllED MORD Mil :, , ELI -90.0 El] ME7DMIMI MED -WS co EMI MEMCU EDf�. +iQDMI EfflIEED � E IMI EDM ®E IETITIMGEWEIMI i� 440 „+ 34.791 56.416 IIEIIIIEDEEI [ll MEDWI Ell EITIEEI C']C E13MIDC '' E D7MICE ana +' CEELE111MDEL i ®Ell 3!MEDIMME35111E.DE ME i -90.0 " 'I mE�' um rummi (iT IFT1M1 IFFEIEMIEEIED IS ' M' MUM MOM MIMI ICEI® CIIE Ell mon E on" 49.0 130 35.896 58.208 11111 EIDEta] 1231E1= EUt t1C3BCtLIME EIEED It[DIED EDED '�i' E�' ' EMU) E] ]IM '' E *]EM "MIMED lElil Ell En EX1 Ern lin Ell ES'M °M' UD -60.8 10.3 i 7 a I cm On MID QgCSC CED MD 41, • 38 58.376 Ell Ea EU I I]ELa]' CMrEZ-i ETd7E%a]CEr� MUD ]'. C3[MOQMCM=WEI1E IS 'IEDEllEC]E13EII(]EA7 El) ED EIDgi3 C%x+] EMI ®E3il ]E:19 ®E+;'JL]EMMEN ism IEll -90.0 ED E'''.a EI!Q�' .i L'i' Ifillg ] mum EfillEn ®EMCEE E n MI EMI MIME! RDE 71 !]E !nom nu EMMI® Emma ' ea1Eo m mem mamma 41.8 134 37 60 <E•J EUEirDEDCk EU ammo EEE3 enIME1]II' ®fOilE C 3IM=MDIESED MOM Ci37Eia]1EMEll MEM 40.0 F1 -90.0 ice' ®Er'MIMIMEMCD 59.1 -85.9 1173 r.�cri ru ' ' !MEM i IUD 40.6 XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. 1(0" or "OX` & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3,$0 OLAZINO OPTION: D. 7(18" LAMI (3/18"H8,.090,3`18'415) ALL °XOX" SIZES UP TO 134° WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH �-90 0 70 0 11111 TABLE 12A. %(0" or "OX" & "XOX" UNEQUAL4. VE 3111666091LS • TEST RE S: F1R49680, FTL -4607, FTL -4808 As GLAZING OPTIONS: D. 7118" LAM1J3(18"HS,.080,3116"HS) 0.13118" LAMI (1/8•A,AIR SPA ,7}al N$WC6/1 09,3116 °HS) ALL "COX' SIZES UP TO 134° WIDE x 78" HIGH WITH 37" MAX, VENT WII;T� . F D AND 6IAMA WI®TH•MI® • 1-55.0 56.0 ALL °XO" or °OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WrIOTH AyN! Btr' M•R4.16t16 WbTI • • • iii NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE 70 THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114° TAPCONS OR A 1/4" SS4 CRETE -FLEX ANCHORS, ' 2, IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LyIM1TEC.TO 69.6ayF. ;a tb�er z xo,»a: F.K 9 8 ADO 6(483 TYPEE TO Moo It • 'I+ ue7 W: '9e,uo,n• `° • -' 070 4Y QOY DRIVE 7/103Q3 0 IVOOWN6ETH18 SHEET • MNCOA 0. F�a2� F. r 00 CHANOE ANCHORS AKDAO07Q"H4I$H7 OPTION • • TI. B01f 1529 • • • awn 8i' me e - 49., r Oatee j KOKDI/18, 64 34274 F.K. 12/17/02 _) • • • • PRESSURES- UNEQUAL CONFIG, XO, OX 8< XOX I. MINUM CASEMENT WINDOW, IMPACT 4aa+atia kee ann4A A tads: Naar CA-740 NTS 9 13 7045 -8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D X d X UNEQUAL LITES x 0 UNEQUAL LITES a X UNEQUAL LITES PRO -0DV 7PPMSAVa RnlCrtu A4XerEC ".::9 i:Y b. F" if f,fo " WOOS A. Turner. P.E. PE #78201 Mectlerecal REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q 1 MAX. VENT DAYLIGHT OOPENING "--.0 (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE *XX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. VENT •I ~' '�.'�1•1 L.- DAYLIGHT OPENING. -I Q Q (SEE SHT. 3) 4 8 R1j 1I �- MAX. WIDTH (SE HT. 3) 1 HORIZONTAL SECTION - XX MAX. HEIGHT (SEE SHTS. 3 & 4) r Oar F,K 3Q&A9 ft _ bur: F.K. 7MtN3 r net t= K 6113/65 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) www MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT, 4) HORIZONTAL SECTION - X NODUCt M D with Ow that • 8 mow= RFNEWILD ®cempligwith the Fled& Ridding Code • Asimptes0 • 2013 marry ".m, FA. 12/1722 VERTICAL SECTION OPERABLE UNIT ADD 13/16' Fa. GLAZING BEAD ITEM SHOW TOP HAVE •• ••• • • • • • •• • • • • • • • • VERTICAL SEI ON • • • • • • • • FI MTi• • • • • • • • • • • • • •• CH© 9HT. NO. REF= AND A010172N 89 oar I • .70 • • V fdy &t&,•• wb3TIONS • •64.1MINUM CASEMENT WINDOW, IMPACT s�omw; srm:' slex Ore"v+aua CA -740 NTS 10 m 13 7045 --8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • 0 •• •• ••• • • • ••• • • 1 Vsr /Us' Luaza A, Turret, P PE #582111 Meriara,a1 FRAME ASSEMBLY 13" MAX. TEK SMS O.C. W/ (2) 1 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 13° M TUBE, MATL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB / "0" FRAME JAMB "X0° 8 "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL • • • • • ••• •• • • • •• 440" .095" J CASEMENT BACKING PLATE MATL: 6083 -T6 DWG# 7071 2.854" 062" NOM. 159" 2.139" OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544° .062" NOM. 1_2.784" 2.784" FIXED FRAME HEAD, SILL, JAMB MAIL: 6063•T6 DWG# 7005A .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A RUSIONS & ASSEMBLY DETAILS sm.• MINUM CASEMENT WINDOW, IMPACT _ sws msc m..c"m co A•7a NTS 11 a 13 7045.8 D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • !(r41 /ate? L um A. Y.uner, P.E. PE #682Qi Me"Panl"al PARTS LIST 11 BM ITEM DWG # PGT. 4 DESCRIPTION 7025 1 7002A 74 MAIN FRAME - HUD, SILL & IAMBS 2 1155 781PQA 68 X 1 PH SMS 08 X .750 QUAD IN SMS 3 7008 _QUAD FRAME CORNER KEY 81 4 781PQA 118 X 1 QUAD PN 8014 1/2 °X1/2 "X1/8" CLOBFD- CIBL FOAM 'CAPE 7010 5 7003A 83 SASE - TOP, BOTTOM & 517)E RAILS 6 1153 781PQA 08 X 1 QUAD PH SMS { (RA77NO BEAD (13/16" 1G.) 7 7011 670171+ BULB WEATHERSTRIP .187X.240 2) L.II'ES OF 1/8'149 GLASS WITH AN.090 INTERIAYER - SOLUTIA OR DUPONT PVB 8 7009 13/16" SA811 CORNER KEY 3116A & 3/16114 GLASS WITH AN.0901NTERIAYER - SOI.LTIA OR DUPONT PVB 9 7024 13/16" MAXIM MULTT•POINT LOCK 3/16HS & 3/16HS GLASS WITH AN.090 INTERIAYER - SO3 UTA OR DUPONT PVB 10 7026 67071 LOCI( SUPPORT PLATE II 810-24 X 562 PH. PN. TYPI; F 12 7014 ML'LT1 -LOL•K KEEPER (R.H. & LH.) 13 1 157 78X78PPSMS 08 X .8751'14 PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPKRATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 08-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L•1. & RH.) 22 7858ZA 08 X 5/8" FLT. }'HL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710x1269 010 X .500 PH. PHI. 30 5/16" lAMINATF.D (1/8A & 1/8148 GLASS) .090INTEALAYRR - SOLUTIA 011. DUPONT PVB 31 5/16° LAMINATED (1/8143 & 1/8113 GLASS) .090 INTI?RLAYER - SOLUTIA OR DUPONT PVB 72 7/16° LAMINATED (3/16A& 3/16119 GLASS) .0901NLERIAYER - SOLUITA OR DUPONT PVB 33 7/16" LAMINATED (3/16115 & 3/161iS GLASS) .090INTERIAYBR - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5116') 41 7042 GLAZING BEAD (7 /I6") 43 1224 6TP247 VINYL BULB WS'IP (THICK) 44 SILICONE • DOW CORNING 899995 OR EQUIV. - .. 45 PARABOND 46 1614 6163K SETTING BLOCK 50 7006 SCREEN FRAME .... 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPINE • SERRATED - - "- M 331 60976 CAsEmEN f sdREEsz CLIP 55 78812PSTW/B 08 X .500 SQ. PN. TEL-a--MS • • • • 67 7004A 67004 CASEMENT FRAME AS"Y.TUBE - • 68 712X1 67 012 X 1" PH. PHI. TEK r • 4 J 69 7011 LOCK SUPPORT PLATE • • • 70 7012 LOCK SPACER • • • • 7 71 7019 711573 SNAP-ON T- HANDLE KNOB 72 7018 7PLDHD FOLDING HANDLE FK 7/5049 smear f.1+ O_ 7: 7- FJC 52/07/52 Dra •2 ADD IS' 8'1.G GLASSa GLA 10538E , C NO CNAN0E MS SHEET • • • • D • ADD 80(71. TO ITEM 44, 9!(ICUN8AND ADD ITEMS 87, 08 AND 84 Car. • • • ; i • Ate. BOX 1525 • NOXCIMIS, FL 34274 PARTS LIST CONT. 11 BM DWG 1/ PGT, 4 DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7015 SINGLE WCKKEEPER 75 70834A 08 X .750 QUAD IN SMS 80 7005A FIXED WINDOW FRAME • HEAD, SILL & JAMBA 81 1155 781PQA 118 X 1 QUAD PN 8014 82 7010 FIXED FRAME COINER KEY 83 7007 INSTALLATION HOLE COV8IL 85 7047 67407 { (RA77NO BEAD (13/16" 1G.) A6 13/16' LG. GLASS (1/°145, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI = 2) L.II'ES OF 1/8'149 GLASS WITH AN.090 INTERIAYER - SOLUTIA OR DUPONT PVB 87 13/16" 1.0. GLASS (I /EHS, AIR SPACE, 7 /16'I.AM[) 7/16' LAMI 3116A & 3/16114 GLASS WITH AN.0901NTERIAYER - SOI.LTIA OR DUPONT PVB 13/16" LG. GLASS (1/8"1IS; AIR SPACE, 7 /161AMO 7116' LAMI = 3/16HS & 3/16HS GLASS WITH AN.090 INTERIAYER - SO3 UTA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706' - "+- -y ff i .050' [ 1. .885" 0 5/18" GLAZING BEAD MAIL: 6063 -T6 DWG# 7038 .523' .050" .885' 41 7/18'. GLAZING BEAD MAIL: 8063 -T6 DWG# 7042 .040" • • • • • •• • • .Z23' • • ,•r� • • ••• • • • q•50)CASE•M®VT'StREEN FRAME �✓ MAT'L:6083 -TB DWG# 7006 ••• ••• • '. .040' --j f -- .172' .870" _ L .050' TI 1- .589" 0 13//16'' GLAZING BEAD MAIL: 8063-76 DWG# 7047 1.124" .125" .082' INSTALLATION HOLE COVER MAIL: 6083 -76 DWG# 7007 Sa Theta PROMO' MEWED as pI05" 'r�sr,vi 1.. .093" 87 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T8 DWG# 7004A 'PARTS LIST $, EXTRUSIONS ?4 I. IMINUM CASEMENT WINDOW, IMPACT acre°4ro4u soft - 7- , Cram "° CA-740 N78 12 of 13 7045 -8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 0 • 00 •• ••• • • • ••• • • UMW A 1La"9r. P.E. PE 058201 MAtbanical • A 2x WOOD BUCK 1/4" MAX. SHIM (SEE NOTE 3) ASEE NOLL 11/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM A SEE NOTE 1 g 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 SEE NOTE 4 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK ; MIN. SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 18 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 SCREWS, 1/4° ELCO TAPCONS OR 1/4" ELCO 884 CRETE-FLEX. SEE SHEET 1 FOR SPACING. •• ••• • • • • •• 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGCAS ix ARft PIO THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID (0112NCIRIE: WO. OplUCII,DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD 594S•TOBEENIGINEERSDI9Y BOHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM-1 SEE NOTE 1 4il SEE NOTE4 11/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2' OR MORE THICK MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 1111001 ' 1,q11,1111:1, ■.101i1111 11/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. XHORAGE DETAILS w-a WUM CASEMENT WINDOW, IMPACT INTS 13 13 70454 I D • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • 0• 0* • • • 00 SO 000 • • • 000 • • f /04-- A. Turver,P.E. PE 058201 Mee.hants.si • MWM COUN TY 9 w:a ,' A' f BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: • • ••• • • • ••• •• •• • • • •• •• • • • • • • wog 7y1 AI 1 AbE CbUA:TY, FLORIDA •M iit�D•AISE FLAMIR BUILDING FLAGLER STREET, SUITE 1603 . • R1. i, FL4RID• 33130 -1563 • (905):3752901 • PA$( ('30S) 375 -2908 whw'b t ldi1 J bdepuline.com • • •• • • •• ••• •• •1L0 • • • 00 • •• • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 ... . . ... PGT Industries . • • • • . • •• . • • • • • • . • • •• • • • • • • •• • • • • ••• • • • • • • • • • • • . .•• . • . . ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE. D • • • A. DRAWINGS •••• •• . • •• •. ••. • 1. Manufacturer's die drawings and sections. • • • • • • • 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact" sheets lthrough 10 of 10, prepared by manufacturer, dated.02 22 -0z anij,last, vind on 09/25/07, signed and sealed by Robert L. Clark, Pli. . • . ' • ' • '. '. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 • .. • • • • • ... .. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to `E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 Clan 1 . 044 m/s. s. "shag L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MA) US (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . 16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEI UCIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 3N PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. :GATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. )SITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. ' IGURATIONS: X, 0, XX XO, OX, XXO, OXX, OXO, AND OXXO. IORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL WS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORA IIREMENTS SEE SHEETS 8 THROUGH 10. TERS ARE NOT REQUIRED. 4NT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. RENCES: REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MAID PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE 1-11 CITY HURRICANE ZONE (HVHZ). IGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. _L LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., f. =ER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR EXTERIOR • • 1/2" GLASS BITE . • 1 / ?" GLAgr TE ■ I7I 0 EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS —� .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 3/16" HEAT STRENGTHEND GLASS -0-- .402 --- j 3/8" LAMI NOM. (I ©71kIn (PTInM a (ID Q nMnTC 4 A INT. - 3/16" HEAT STRENGTHEND GLASS A EXT.- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .465 7/16" LAMI NOM. o • •••• • • • • • •• • • • • • • •• • • t!I A7IAIr± r\rTIr1A1 r► r10 r A1r1TC 4 rH XX WIDTH 112 "I60 71 3/4" O WIDTH MtR. M 1 68- 793/4" +75.0 -75.0 7° - 83 3/4" +75.0 -75.0 87 3/4" +75.0 -75.0 91 3/4" 8° - 95 3/4" +75.0 -75.0 +75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" 36 1/8" +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 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 I +75.0 -75.01+75.0 -75.01+75.0 -75.0 ! +75.0 -75.0 2. 'ROVED E LOWER MFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, XXO, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A,B,CORD HEIGHT 'H XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" /2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 /2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 /2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 /2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 /2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 /2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 /2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 E I'E O WIDTH GLASS TYPES A, B, C OR D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 OLD OIA11 , n I f. n• n . n. n n. n. w. w w. w w w w. w w. w w. w D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OF A2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERI WIDE OR OVER FROM EITHER TABLE COMPLY WITH TI- FBC, CURRENT EDITION. NARROWER DOORS MAY BE REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLIC �5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIG EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE L DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SII DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIC DESIGN PRESSURE = +43.6 / - 43,A, ?SF . . • • . EX. D FROM TABLE 2. • • • • OXXO WITH GLASSTIP?B C 63 3/4" WIDE x 80" elTGH'DOUBLE ®OOR VU;If- " SII DESIGN PRESSURE•= +•43.1 / -pot PSF • • 6. FOR COMBINED DOOR.MQ SIDE FRO1 M LE 1, REQUIRED REINFORCEI3iERl.T AT DOQR TO SBEYItE CONNECTION SEE SEI:;TIONCE -E, SI 0T 5 FQR• INFO DETAIL. • • • •• • •• • • • •• • • • •• • • .• • • • r x } 0 SEE NOTE 4 O R XO 371/2" MAX. A 1 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. jD SEE NOTE 4 -1 ta"'" A '—, 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) iE 0 Er 0 OXO NOTE 4 SEE NOTE 4 -" 1 A--' S: 2 ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2 HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. E LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO' 'XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. INFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). lc 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) F ▪ G - — G • • • • • • •••• •• • • •• • • • •••• • • •'OMR • • trE6TIEIGHT = HEK IT -11 3/; DOt IIVVIDTH •.014; WIDTH 'XX� = DUOR'1MDTH • •. • • • SIDE LITE'.... • • ••D1 d HEIGWT HEIGI5T9- 11;3/8" , DLO WIDtW ' *WIDTH -31/8" oxxo • • • • • • • ►�► EXTERIOR INTERIOR MAX. MAX. DLO q, DOOR HEIGHT 1 1.489 DOOR SECT. A A SL SECT. B -B MAX. SIDE LITE HEIGHT •.• •••• • •••••• SLVTEW G- • ;; CoRNM ASSE MLY • • .••. • • • .• •• •••• • • • •• • • , • •.• • • �MAX.j DLO MAX. X WIDTH 'XX' SECT. C -C HORIZ. 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E -E 1 -InRI� tnnnl? wi QIn= 1 ITM SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY 1 MAX. J DLO •••• •• • • • • • • Mr4X..$L WIDTH,.' • •••. • • •••• • • .• •• �1 • � •• • INTERIO EXTERI( • •s•••• • ••• • • .• • • • ••• • • I`MAX.� DLO SL SECT. F -F N111:417 (CIN111 F CIf1I= 1 ITI=1 • • • • •••• • •• •• •• • V _. •• S •••• • • •• • .. • w • ••• • • .• • • • ••• • • I`MAX.� DLO SL SECT. F -F N111:417 (CIN111 F CIf1I= 1 ITI=1 v +vvv++ -+ v -area. e-rw vva�.I �rrL vravt�u rV 1 r%1 v�a- v+ivar.+v w+vvaury rr. %S jb 7832X12FPXP #8-32 X .500 PH. FL. MS - S.S. W /SILICONE PATCH 5 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 6 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 2A 6533016 FILLER HEAD ADAPTER 000 611000M OUTSWING THRESHOLD 70 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 004A 611004M OUTSWING THRESHOLD CHANNEL COVER 001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 5D 60380 FRAME JAMB (OUTSWING) 10 6Q300 WSTP.,Q -LON .190 X .375 HIGH 08 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 40 78X112PSATS #8 X 1.500 PH SQ A T/S 48 71048 JAMB SCREW COVER CAP 0 41721N STRIKE PLATE INSERT 18 710X34PFA #10 X .750 PH. FL. SMS 70 67070K BULB WEATHERSTRIP .187 X .300 HIGH OD 6910 DOOR PANEL, TOP & BOTTOM RAIL 1E 6911 DOOR PANEL, SIDE RAIL 7 7FRMO HINGE EXTRUSION 78 71058FP W,B #10 X.625 PH. FL. SMS 3A 60378M TRUSS CLAMP 30 6TRODA 5/16 -18 THREADED ROD 0 7990NUTA 5/16 -18 FLANGED HEX NUT 4A 60379M WEATHERSTRIP CHANNEL 7834FPT #8 X .75 PH. FL. TEK 7 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 23 67924G WSTP., .187 X .250 HIGH, FINSEAL 8 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 45 76X12FPAW #6 X .500 PH FL SMS TYPE BDS 12 7P3OGG SILL DUST PLUG (INACTIVE PNL) 3B 6983 ' DOOR PANEL ASTRAGAL 1 ( OUTSWING) 4B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 13 6Q200K WSTP.,Q -LON .190 X.200 HIGH 9 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 39 7634F #6 X .750 PH. FL. SMS 2 FD2PTAY 2 PT. LOCK ASSY. 6R180FS RUBBER SLEEVE 3 41721 STRIKE PL. INSERT (INACTIVE PANEL) 1 7FRSPX DEADBOLT STRIKE PLATE 18 71OX34PFA #10 X.750 PH FL. SMS 7 70957X HANDLE STRIKE PLATE 4R 7IAV2ADCA .x.InV 7F1) DUcJ *II 1-.0— -1..... • **1°.®60 VV VVV (VVV v�a- v+ivar.+v w+vvaury rr. %S jb 66 934A 61641M SIDELITE JAMB ADAPTER . 67 #12 X 1.000 SHEET METAL SCRE' 70 712653K SETTIING BLOCK, 3/32" X 1/4" X 1 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1' 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDE 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A I41106A ACETAL SPACER .295 ( INHOUSE 103 OFF -THE SHELF DEAD BOLT LOCK .504 —0.1 F'-- fl .360 .055— H1-0 --7 OUTSWING THRE$HQLD CHANNEL.COVER.. • • • 6063-1Pe • • •• .• • • • •••• • • •••• • • .. •. • • • • ••• • • • • • • • • • • • • • .. .650 — •-1251 TUBE MULL 6063 -T5 • • • • DOOR PANEL )) TOP & BOTTOM RAIL / 6063 -T5 4.726 4.100 3.655 3.111 +► 1 .550 .050 --4+- FILLER HEAD ADAPTER 6063 -T6 FRAME HEAD 6063 -T6 .050 079 1 1 1.489 J 1.479 3.000 } OUTSWING THRESHOLD DOOR PANEL SIDE RAIL 6063 -T5 1.500 -.- .125 I I I I .750 TRUSS CLAMP 6063 -T5 5.459 6.085 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .558 .050 .050 3/8" GLAZING BEAD 6063 -T5 .062 4.675 4.726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 --*-I k .525 .050 a!1 SL HEADER SL SILL 7/16" GLAZING BEAD 6063 -T5 4.586 5.212 • • •• SL JAMO' •6063 -T6 •. • 3.000 .050 DOOR FR/ JAMB 6063 -T6 1.578 -�- -•-i .890 .050 3.00 • • • • • • •• •• • • • • • • •••• • • • • .... SL JAMB ADAPTER JAMB ZONE JAMB ZONE SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD Z ENE -4--- ZONE "F" f ZONE- ZONE -� --ZONE "F" —t- -� E SEE TABLE 7., SHT. 9 E TES: SILL ZONE "D" ZONE L D" SEE TABLE 4., SHT. 9 JAMB ZONE JAMB ZONE "B" I SILL I ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD HEAD HEAD HEAD ZONE "D"--1---ZONE N E-f 4-Z NE —ZONE 'F" JAMB ZONE T ZONE' D" T ZONE L E" SEE TABLE 6., SHT. 9 } JAMB ZONE "A" } l 1 1 / OR \ \ oxx 1 . / \ .. \ • •• •••• • •• •• • •••• • • • • • ••• • r• •• Vw • } JAMB ZONE "B" } <XX° . \ / V SILL L._ SILL SILL ZONE "D" ZONE "F„ --�-Z ENE — SEE TABLE 7., SHT. 9 HEAD HEA ZONE "P'--t-ZEN • f JAMB ZONE "B" } A n C t nn I / WY n n/ / / oxxo \ .. \ • •• •••• • •• •• • •••• • • • • • ••• • r• •• Vw • .... 1 , .• / /• • • •••• •••• • • • - •..f•[-* • • • • • • • • • • .. Oh' • • • • • •0 • • ••s • • s• • ••.•im .... • • • • Y • SILL I ••'••s SILL :... SILI 1-ZONE ZONE "F" •„ "h "-- ZOE SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 71 3/4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTIC ROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS iOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. 4MBS (ALL): 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. EAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. EAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 25.50 37.50 HT. 79.75 83.75 87.75 91.75 95.75 79.75 83.75 87.75 91.75 95.75 79.75 83.75 87.75 91.75 X -JAMB "A" X - HEAD /SILL "C 2 7 4121 3 2 7 4121 3 5 2 7 4121 3 5 6 5 5 5 2 7 4f213� 2 7 4121 3 2 7 4121 3 2 7 4121 3 2 7 4121 3 6 2 7 4121 5 6 7 412 "XX" - 47.7 TO 71.7 WIDTH x HT 47.75 x 79.7 83.7 87.7 91.7 95.7 51.75 x 79.75 83.75 87.75 91.75 95.75 5 8 4121 3 5 4121 3 6 8 4121 5 6 2 8 4121 5 95.75 79.75 83.75 87.75 91.75 95.75 79.75 83.75 87.75 91.75 95.75 79.75 83.75 87.75 91.75 95.75 79.75 83.75 87.75 91.75 6 2 8 4121 5 5 4121 3 55.75 x 79.75 83.75 87.75 91.75 95.75 6 2 8 4121 5 6 2 8 4121 5 6 7 6 2 8 4121 5 2 10 4121 5 59.75 x 79.75 83.75 87.75 91.75 95.75 3 8 4131 3 6 3 8 4131 5 6 7 7 6 3 8 4131 5 3 10 4131 5 3 10 4131 5 63.75 x 79.75 83.75 87.75 91.75 95.75 4131 5 6 3 8 4131 5 6 7 7 3 8 4131 5 3 10 4131 5 3 10 4131 5 6 6 7 7 3 8 4 3 5 3 8 4 3 5 3 10 4 3 5 3 10 4 3 5 67.75 x 79.75 83.75 87.75 91.75 95.75 71.75 x 79.75 83.75 87.75 91.75 t Q %DMSILL "D"(USE 1 TABLE 6.) #D /SILL 1 TABLE 7.) AB "A" kD /SILL "D "(USE 1 TABLE 6.) XX - HEAD/SILL "F" (USE W / TABLE 7.) 1 4 1 4 1 4 3 6 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7, 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 5 4 7 2 2 5 4 7 4 2 2 5 4 7, 4 2 3 6 4 7 4 3 5 6 4 8 4 3 �5 5 5 8 4 2 3 5 5 8 4 2 3 6 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 5 5 8 4 2 3 6 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 6 10 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 6 6 8 4 3 5 7 6 10 4 3 5 7 6 10 4 3 5 6 5 8 4 3 5 6 5 9 4 3 6 5 9 4 3 5 7 6 10 4 3 5 "0" - 10.75 TO 36.75 WIDTH x HT. 10.75 x 79.75 83.75 87.75. 91.75 95.75. 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 3 "B" j 0 - HEAD/SILL "E" O - JAMB "B" O - HEAD/SILL "E" 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 6 3 4 3 8 3 4 3 7 3 4 3 7 3 4 3 "X" - 25.50 TO 37.50 w m m N SIDE 2 LITE WIDTH x HT. 0 0 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.751 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x79.754 3 83.75 4 3 87.75 4 3 91.75 4 95.75 4 3 21.75 x 79.75 4 3 83.75 4 87.75 4 3 91.75 5�3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 91.75 7 5 b X - JAMB "A" 5E JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 0M 4" OQOCIMOCI0000 r I I t+ 00 .o. .A .p a a p .p 00 .A .A O -JAMB "B" ©© Q ©©4 ,C !Cl SM OMM! ©© !� ©N N N N MIMS N N N O - HEAD/SILL "E" • • • • • ••• • X - HEAD/SILL "D" 3E JAMB ANCHOR FROM■TAB 33 soasArP LSE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH "X" - 25.50 TO 37.50 "XX" 47.75 TO 71.75 m co SIDE WIDTH HT 0 0 • 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.754 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.76 4 3 83.75 4 3 •••••487.75 • .. 91.75 5 .3 95.75.5••• 21.75 79.75 6�.3: • X3.75.5.. .••••.87. 75b P8• •. •91.75 "t'•2* ••.e 95.75,& 38!13 •. 79.75'I.A •.4 • ••83.75. 6 4' •• • 87.76 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 I/4" M/iA. SHIM WOOD ANCHOR TYPE2OR3, NOTE 1 DOR HEAD (WOOD) 1 3/8" MAX. SHIM MIN. OR :RED :RS, 31 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE 2 EXT. 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 A A /Afl T 1/4" MAX. SHIM WOOD EXT. ANCHOR TYPE 2 OR 3, NOTE 1 1 1I r rr1 f vr�cwIV.v/ 7 T DOOR HEAD (CONC) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1/4" MAX. __...� SHIM 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 1/4" MAX. SHIM 1 3/8" MIN. SIDE LITE ��''' •1 3/4" MIN. E.D. t��rna .. flNI>l111111111177tIltlflU_ lalllilt,' �,.. t.:1;%., L _ Jnf111 i • 1 3/4" MIN. IN. E.D. e4.---1— OOR JAMB (WOOD) EXT. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 11111.11. 2X WOOD BUCK, NOTE 2 EXT. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 )OOR SILL (WOOD) =S: CONC. ANCHOR, NOTE 1 EXT. NOTE 3 1/4" MAX. 1 3/8" TYPE 1 •.f ." j•�' :•' s•- r.'1. 13 /4 "TYPE2 —0.-L1 3/4" �' 3.4 KSI MIN, CONC. IN. E.D. DOOR SILL (CONC) 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) .. 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (CON( CONC. NOTE 1 E • • • • • •• • • • I..4_ • 4 34. •••• MIN. E.D. • AIDELITE stir x» •• • •• • • • • •• CONCRETE INSTALLATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 A" (TYPE 1) OR ' TE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS t SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). ID BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD Bl CTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY TI IORITY HAVING JURISDICTION (AHJ). _L IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON — SHRINK, NON — METALLIC GROUT (3400 PSI MIN.), (DONE BY OTH T FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRAT IP1 Ut• CC! T DADCD ttD ItAACTIt• IC DCf11 nor RCTAA /CCA( TUC norm IT AAIP1 to /r rr CI IRCTDATC f1D AC ADDDf1t[CP1 Rv TI-IC AI ITI4f1RITY 1-I .vtt.i :.0 IRisni `Tin MIAMH DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO PGT Industries 1070 Technology Drive, Nokomis, FL 34275 • • •• •• • • • • • • • • • • ••• • • • •• • • • • •• •• • • • ;.; : • MAUI -DADE COUNTY, FLORIDA • • • • RMTDADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLOR_ID . . (1051 3q49"11 • • • n dingcodeo • X �. • • 1. SCOPE: �� • • ya • This NOA is being issued under the applicable esguiati s govejning the use of construction materials. The documentation submitted has been reviewed by lvliami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ARJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sideliites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: IVIIiF € • UbM1r*D A. DRAWINGS • • .. • 1. • • • • .. • • .. • •• Manufacturer's die drawings and settlroiis.: • • •. • : :. •. 2. Drawing No.11005 -1, titled "Alumurun?French doof & Siddlite-'Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Roberti! Mat, %V .:'' • • • B. TESTS • • • • • • • • • • • • • • • .. • • • • • •.... Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "El. DuPont Denemours" for "DuPont Butacite @ PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 S•14°} t . LLetmat.. tshaq L Cbanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 iWiV. (.q65 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MA) US (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . 16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEI ■CIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. ;N PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. :GATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. )SITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. "IGURATIONS: X, Q XX XO, OX, XXO, OXX, OXO, AND OXXO. IORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL WS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHOR# IIREMENTS SEE SHEETS 8 THROUGH 10. TERS ARE NOT REQUIRED. kW: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. RENCES: REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MAR 'RODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HI CITY HURRICANE ZONE (HVHZ). IGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: F. LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. ..L LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., E =ER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR A EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 011 LI I !AA 1/2 GLASS BITE 94 3/16" HEAT STRENGTHEND GLASS --�- .402 -+--j 3/8" LAMI NOM. (I 7IPJ i1 (ID I Mr TC 4 EXTERIOR A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS —~ .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM • • • • • • • • • • • • • • '....f/2" GLASS RITE ..... INT. - 3/16" HEAT STRENGTHEND GLASS -- ----•- 7/16" LAMI NOM. f I A 71K in in D1r1" M f• ,- r AI"-r 4 i'Itltal-1 1 rH XX WIDTH 68- 793/4" 7°- 833/4" 721 60 71 3/4" +75.0 -75.0 +75.0 -75.0 O WDTH 87 3/4" +75.0 -75.0 91 3/4" +75.0 -75.0 8 °- 953/4" +75.0 SINGLE SIDE LITES WITH GLASS TYPE A -75.0 27 3/4" 36 1/8" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +75.0 -75.0 +67.6 -67.6 +75.0 -75.0 +64.2 -64.2 36 3/4" +75.0 O WIDTH 1 36 3/4" -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D -63.1 +75.0 -75.01 +75.0 -75.01+75.0 -75.0 I +75.0 -75.01+75.0 -75.0 2. 'ROVED E LOWER NFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, X(O, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPESA,B,CORD HEIGHT "H XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" /2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 /2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 /2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 /2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 /2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 /2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 /2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 E TE O WIDTH GLASS TYPES A, B, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 OG 0148 .n•n non n•n wsw n +w w•w - ...... ..... -. .+... ...- D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 01 MAX. OXIXO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPER' WIDE OR OVER FROM EITHER TABLE COMPLY WITH TI- FBC, CURRENT EDITION. NARROWER DOORS MAY BE REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLIC Q5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIG e EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE L DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SII DESIGN PRESSURE = +70.4 /,71).¢ PSF • • • • •••• EX. C FROM TABLE 2 ".•' : • •• OXO WITH GLASS POPE C 30" WIDE x 87 3/4 %1 ilk - $SINGLEUOOR VILT.y.T6" SIC DESIGN PRESSUEM"1"+.43.6 /:,A .QPSF • • • •••• • • • •••• • • • EX. D FROM TABLE 2. • • ••��•• OXXO WITH GLA4,4•1YPE C •.• • .• 63 3/4" WIDE x 80 ;HI6I- CDOUB1..DOOR W M 26" 511 DESIGN PRESSURE =443.1 /'- 43.4'SF • • • •. A6. FOR COMBINED DOOR AND SIDE FIRES FROM TABLE 1, REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFO DETAIL. SEE NOTE 4 OX OR XO 37 1/2" MAX. X 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. jD i 0 SEE NOTE 4 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) A ---' S: ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. E LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO" XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. INFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). XX OXO X INACT. lc SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 0 \ XACT. \ SEE NOTE 4 OXXO • • • •••• • • • •• • • •e. • • • • • • • 95 3/4" • MAX. (TYP.) •••• • 84 3/8" MAX. DLO (TYP.) • • • • • • • • • • • • • •• •• s• • • • • • • • ••■• • DOOR ••••• • • •••OLa HEIG1-4T• = Hardllf. -11 3i DLO WID*f•HY = DOOR WIDTH DLO WIDTH 'XX' = DOOR WIDTH SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° , DLO WIDTH = WIDTH -31/8" EXTERIOR MAX. DLO Li�i INTERIOR MAX. DOOR HEIGHT DOOR SECT. A-A % ••••••.•■■•••• w a ■ 1.489 SL SECT. B -B MAX. SIDE LITE HEIGHT • • • • •.•• .• • ••• •••• • •• •• •• • : • : sL.v.w cam. '• .e•ORNER:ASSII1BLY ••• MAX. 4 DLO MAX. X WIDTH 'XX' SECT. C-C HORIZ. DLO MAX. SL WIDTH 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E -E 1-1nr17 lnnnR w/ CM= I ITM SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. DLO .••* • • • • • •••• • • • • •• • • .• • • • INTERIO • • •ErrERIC •• MA dLWIDTH'• 41• .• • •••• ... • ••• •.••• • • • • • • *•• • • • • •• • • F'• MDLAO X. SL SECT. F -F •••• • • • • WnPI7 (GIM(:I G cInl= 1 ITF1 vv +n,u� ..._.,.✓ ve,ve%�1 &.,,ee_ vrau.+e�u•v 1 �e�. avva 783 2X12FPXP #8-32 X .500 PH. FL. MS - S.S. W /SILICONE PATCH 5 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 6 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 2A 6533016 FILLER HEAD ADAPTER 000 611000M OUTSWING THRESHOLD 70 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 004A 611004M OUTSWING THRESHOLD CHANNEL COVER 001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 002A 411002A ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) 003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 5D 60380 FRAME JAMB (OUTSWING) 10 6Q300 WSTP.,Q -LON .190 X .375 HIGH 08 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 40 78X112PSATS #8 X1.500 PH SQ A T/S 48 71048 JAMB SCREW COVER CAP 0 41721N STRIKE PLATE INSERT 18 710X34PFA #10 X .750 PH. FL. SMS 70 67070K BULB WEATHERSTRIP .187 X .300 HIGH OD 6910 DOOR PANEL, TOP & BOTTOM RAIL 1E 6911 DOOR PANEL, SIDE RAIL 7 7FRMO HINGE EXTRUSION 78 71058FP W,B #10X.625 PH. FL. SMS 3A 60378M TRUSS CLAMP 30 6TRODA 5/16 -18 THREADED ROD 0 7990NUTA 5/16 -18 FLANGED HEX NUT 4A 60379M WEATHERSTRIP CHANNEL 7834FPT #8 X .75 PH. FL. TEK 7 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 23 67924G WSTP., .187 X .250 HIGH, FINSEAL 8 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 45 76X12FPAW #6 X .500 PH FL SMS TYPE BDS 12 7P3OGG SILL DUST PLUG (INACTIVE PNL) 3B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 4B 6984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 13 6Q200K WSTP.,Q-LON .190 X .200 HIGH 9 '74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 39 7634F #6 X .750 PH. FL. SMS 2 FD2PTAY 2 PT. LOCK ASSY. 6R180FS RUBBER SLEEVE D 41721 STRIKE PL. INSERT (INACTIVE PANEL) 1 7FRSPX DEADBOLT STRIKE PLATE 18 710X34PFA #10 X.750 PH FL. SMS 7 70957X HANDLE STRIKE PLATE la 79ANYADCA #CIA V 7C11 DU CI C AC vv "QW avva ve►.e.. vwe�e —.ev jvavvegeew711vv.. 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCRE' 70 712653K SETTIING BLOCK, 3/32" X 1/4" X 1 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1' 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDE 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A I41106A ACETAL SPACER .295 ( INHOUSE 103 OFF -THE SHELF DEAD BOLT LOCK .504 -'- I---- O U .360 .055 -HH- -1 • • • •••• OUT3I�VJNQ THRESHOLD CHANISELCOVEk • • • 6063, &:•• • •••• ..•. • • •• • • • • • • • • •••• • • • •• • • • • •••• • • • • •••• *--■ -I •• • • • .650 --►- t" 125 -1 TUBE MULL 6063 -T5 •. • 1.0t00 . • • • • • s • • • • • • • • • • DOOR PANEL JTOP & BOTTOM RAIL 6063 -T5 3.111 4.726 4.100 FILLER HEAD ADAPTER 6063 -T6 FRAME HEAD 6063 -T6 1 1.479 OUTSWING THRESHOLD DOOR PANEL SIDE RAIL 6063 -T5 ro-1.500-■1 .1251 1 .750 TRUSS CLAMP 6063 -T5 5.459 6.085 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 --J F.11-.558 .050 .683 3/8" GLAZING BEAD 6063 -T5 - + ------ 3.100 - --11.1 .062 4.675 l 4.726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 +--►I f -.525 .050 .683 7/16" GLAZING BEAD 6063 -T5 SL HEADER SL SILL 3.000 .050 DOOR FR/ JAMB 6063 -T6 1.578 --� .890 HI 0410. • • • • 0000 • .. .. 0 • 0000 • • 0000 • • .. •. • • • • • • • • • .. • .050 3.00 • •• • SL JAMB % • 6063:N.•. • • • • • • • 0.00.6 . •• • • •. .. • .050 • •.. • • • • 2.980 1 SL JAMB (6--.6) ADAPTER AAAA TA JAMB ZONE w z N CO 2 SILL 1 ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD ENE -� --ZONE "F "�ZONE-f SILL SILL ZONE -1 ZONE "F"�ZONE- E SEE TABLE 7., SHT. 9 E TES: ZONE " SILL "D" ZONE "D "T SEE TABLE 4., SHT. 9 JAMB ZONE JAMB ZONE " 1 SILL _ ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD L__ HEAD HEAD HEAD ZONE D "ZONE "F"�Z ENE - f 1-ZONE -f- -ZONE "F" w z N m 2 JAMB ZONE "A "- Xo OR ox t ZONE "D" 4 ZONE "E" SEE TABLE 6., SHT. 9 } JAMB ZONE "A" j /\ I / /xxo OR \ OXX / , [ [ • • • • • MIS • •• f JAMB ZONE "B" } . \ \ 1 V / SILL SILL SILL I ZONE "D" ZONE "F„ --�-Z ONE-/ SEE TABLE 7., SHT. 9 HEAD HEA ZONE "F"--t-Z EN } JAMB ZONE "B" i // Qxo \\ •.... • • • .• •• • • • • • • / • / ••••• / • • »>""" A ••• • •••• • •, • • /• •••• • •••• ••• • ••• • • • • • MIS • •• • • • •• • • ` •••• `• • •••• •• ••• • ••••,.• • • • • • • • • •... SILL • -ZONE t ZONE "F" t • ZONE "F" t ON E SEE TABLE 7., SHT. 9 E ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 71 3 /4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTIC ROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS iOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. 4MBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. EAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. EAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 25.5 e. 37.50 HT. 79.75 83.75 87.75 91.75 95.75 79.75 83.75 87.75 91.75 95.75 79.75 83.75 87.75 91.7 95.76 79.75 83.7 87.75 91,75 95.75 79.7 83.7 87.7 91.75 95.7 79.75 83.75 87.75 91.75 95.7 79.75 83.7 87.75 91.75 "XX' - 47.7 TO 71.7 UEW m 4 Vi 0:5'6)1655. = W - _ _ W x i x x x X X x WIDTH x HT. 5 2 7 4 2 3 47.75 x 79.7 5 2 7 4 2 3 83.7 5 2 7 4 2 3 87.7 5 2 7 4 2 3 91.7 6 2 7 4 2 3 95.7 5 2 7 4 2 3 51.75 x 79.7 BEIMICIENI BEIFICIUEI 6 6 5 5 6 6 01111:111301131 ©© 70 00© o©E0©n 6 6 7 7 6 6 6 FI 5 5 5 5 5 BIM ©© 10 0©© 7 6 6 5 83.7 87.7, 91.7• 95.7 56.75 x 79.7 83.7 87.7 91.7 95.7 59.75 x 79.7 83.7 87.7 91.7. 95.7, 5 ©hi0©© ©© 10 0©© 0© 10 0 ©© 63.75 x 79.7 83.7 87.7 91.7 95.7 67.75 x 79.75 83.75 87.75 91.75 95.75 71.75 x 79.75 83.75 87.75 91.75 48 "A" XX - HEAD/SILL "D"(USE ALSO WI TABLE 6.) XX - HEAD /SILL "F" (USE W / TABLE 7.) XX - JAMB "A" XX - HEAD /SILL "D "(USE ALSO Wl TABLE 6.) XX - HEAD/SILL "F" (USE W / TABLE 7.) 1 4 3 6 4 2 3 5 4 7 4 2 3 i 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 14 2 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 6 4 8 4 3 5 5 5 8 4 2 3 5 5 8 4 2 3 6 5 8 4 3 5 6 5 8 4 3 6 6 5 8 4 3 5 5 6 8 4 2 3 6 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 6 10 4.3 5 6 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 6 10 4 3 5 7 6 10 4 3 5 6 5 8 4 3 5 6 5 9 4 3(_5_, 6 5 9 4 3 5 7 6 10 4 3 5 "O" - 10.7 TO 36.7 WIDTH x HT. 10.75 x 79.7 83.7. 87.7 91.7 95.7 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.76 x 79.75 83.76 87.75 91.75 95.75 27.75 x 79.75 83.75 87.76 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 3 "B" 10 - HEAD/SILL "E" 1 m to 2 i O O - HEAD/SILL "E" 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 2 4 2 4 2 4 2 4 2 t 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 6 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 "X" - 25.50 TO 37.50 SIDE UTE WIDTH x HT. O - JAMB "B" w x O X - JAMB "A" 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75, 4 2 19.00 x 79.75 4 3 83.75 4 3, 87.75 4 91.75 4 3 95.75 4 3 21.75 x 79.75, 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.76 6 3 87.75 5 3 91.75 6 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 1 AC O 0 sf 0 a .z w 4w 0 z '4 h LPL. 0 z to 4z w R DOOR WIDTH X - JAMB "A" s W z a 0 •w •g 'a ..4 •z •4. m• O s 0 z a m Q W 'X' - 25.50 TO 37.50 "VC - 47.75 TO 71.75 in SIDE LITE , WIDTH x HT O 0) O 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75, 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75, 4 2 1 9.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 2147, at 79.75 4 3 '•.••.83.75.4.•3•_ .••.,87.75 4 '3 ••�• 91.75,5 3. • .95.75:8 "5: 27.75 x 79.75 '3:'3. • • 33.75 A..40 • • 87.76 5 4 ••••91.75 'S' S' • -- -95.75•'3'. 35.13.519.75 6 4 83.751 6 4 87.75 7 6 91.75 7 5 95.76 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 x X m 0 8 a O 0 6 0 0 0 as F O X 0 z eC w m 114" MHJI. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOR HEAD (WOOD) 1 3/8" MAX. SHIM MIN. )D OR :RED :RS, 3, -1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM . • •.:: 1/4" MAX. SHIM 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 1 1/4" IC) 1 3/8" 1 3/4" EXT. TYPE 1 OR 2 (CMU) TYPE 1 (CONC) SIDE LITE HEAD TYPE 2 (CONC) 1 3/4" MIN. E.D. OOR JAMB (WOOD) EXT. .1 u+•' 1 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 2X WOOD BUCK, NOTE 2 )OOR SILL (WOOD) =S: CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR ' TE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS 1 'iCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). HD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD Bt. CTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY TI IORITY HAVING JURISDICTION (AHJ). _L IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTH T FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRAT in %Rif CCI T DADCD f1D IIAACTIf` IC DC/-11 11DCP% QCTtA/CCAI TUC f1Df'1I IT AAIPI IANVIPI CI 1RCTDATC f1D AC ADDDf1VGP1 RV TI-IG Al ITHt1DITY HAVIMC .11 IRt_CRI(Tltir IN. CONC. ANCHOR, NOTE 1 NOTE 3 F1/4" MAX. 2X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD EXT. ANCHOR TYPE 2 OR 3, NOTE 1 (WOOD) CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 SIDE LITE 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONI WOOD ANCHOR TYPE 2 CONC. , OR 3, NOTE 1 NOTE 1 .„ .. 13/8" TYPE 1 4•• 13/4 " TYPE 2 EXT. 1 314" I +t E.D. 3.4 KSI MIN. CONC. t IN. DOOR SILL (CONC) SIDE LITE SILL (WOOD) 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM • •• • • EXT. 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 • • • • 3.4 KST IV CtINC! ',' ,•i•w t .,. - 0$.,• . I- .-r134 �• 4. .: • • • • • IAN• '••S�DE��T SIL•C•(OIt • CE VED MIAMW JAN 0 0 2. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04115 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff 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 No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. xlt COUNTY, FLORIDA O- pADEFLAGLER BUILDING GLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 OA www.miamidade.aov/buiidinecode NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBmrrrED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) F _1 Manuel Pe Product Control 11 �r: low NOA No 07-0 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5p6 LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116 LAM) CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAGITE OR MAXIMUM PVB INTERLAYER. D. 7/18' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER E. 7/16' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) UTE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. F. 7118' LAM) CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16 LAMI 10: (1) UTE OF 1/8' OR 3/16 ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAM) CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H, 13118' LAMI 1G: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16 LAM) CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SA.FLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16 LAMI 10: (1) LITE OF 418" OR 3/16" ANNEALED (MIN.) GLASS, 5/16 OR 318" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. J. 13/16" LAM11G: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3116 OR 1/4" AIR SPACE AND 7116 LAM! CONSISTING OF (2) UTES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13/16" LAMI 10: (1) LITE OF 118° OR 3/18° ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 716 LAMI CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13116' LAMI 10: (1) LITE OF UP OR 3116 ANNEALED (MIN.) GLASS, 3/16 OR 1/4" AIR SPACE AND 7/16 LAMI CONSISTING OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA8L.ES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL -4858, FTL -4858 AND FTL -5330. ELCO TEXTRON TRON NOA: 04-0721.01, 03-0225.05 ANS)IAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM 2005 ALUMINUM DESIGN MANUAL 8 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, ctpwskyazimpotimkostg3 THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS. 2 DESIGN PRESSURES 3 ELEVATIONS. 4 VERT. SECTIONS 5 NORM. SECTIONS.... 6 PARTS UST ... ... 6 EXTRUSIONS.,. „..7 CORNER DETAIL 5 ANCHORAGE 8-11 Finse F.K. fiK 4'1887 tax 10/17/06 C ADD FTL.5110 TO NOTES 7& CHO. NOTES TO CURRENT EDIT. B CHANGE TO AST A E 1300 -02 F.K F,K 5/13/08 X06 Rokbox A tin,. J.J. ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTE 8. =YOB I 070 TEC:4NOLOGY ORME NOKOMIS, FL 34275 1.0..99X 1529 NC (0'/'8, FL 34274 OEt VIA& &tter GENERAL siblES"' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 1 a 11 rrrew,nxo. 4127 -10 C PRODUCT REVISED as ceatplyia5 v4111 420 !)ride 0, /3c aICoda Artaptenco No 0 Expisuian Date 1/T NOM. GLASS BITE o 0 ▪ -° 1/8" ANNEALED OR HEAT STRENGTHENED GLASS ▪ -►-- .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16" OR 3/8" AIR SPACE 1/8° OR 3116" ANNEALED (MIN.) GLASS 13/16" NOM. 13116" LAMI 10 GLASS W/ 5/16" LAMI 11T NOM. GLASS BITE 63,64 65 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 116° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 66,67,68,69,70,71 dh3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 7/16" LAMINATED GLASS aEXTERIOR INTERIOR I (ALL SECTIONS) Lij �% , 1/2° NOM. �.� GLASS BITE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7H8° LAMINATED 3/16" OR 1/4° AIR SPACE 1/8" or 3/18° ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI PRODUCT REVISED , L `fco5a ,th the Florida No 0 nation Dam Pd F.K. ar F.K erg" F.K. 5/13/08 417&07 War 10/17A08 Revisions C 8 RovIebns A NO CHANGE 7710 SHEET NO CHANGE THIS SHEET ADD AIR SPACE DMM. TO L4341 1G DETAILS MoroBg rodda thodoler F.K. 2/28106 J.J. 107a TECHNOLOGY DRIVE NOKOHLS, FL 34275 P.O. 39X 1522 NOKOMiS. FL34274 PST Visably Bauer GLAZING DETAILS Tas ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SadoThIadat HR770 Sado Fun 2 m 11 mmd"aa 4127 -10 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60:0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8. +56.2 -56.2 106 3/8" ' A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50,9 -50.9 LIP TO 111" C,I +60.0 -60.0 UP TO 111" D, E F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7118" A,B,C, G,H,1 +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 83" 60" A,B,G,H +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 1' "3 •`- °j'�� 8 na,. dia; OuFlerit� ooyo= o� q.... 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 76.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, JK L +75.0 _ -75.0 . `„ �" `f.' ' roanat . , "' GLASS TYPES: TEST REPORT F11-4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAM' - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1 /8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3116" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3 /18 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,118 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8"HS) L 13/16" LAMI IG -1/8" OR 3/16"A, 5/18" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM - (3/16"HS, .090, 3/16"HS) Robert ° P L. Clark P.E. PE $38712 Structural Rood Br bates 4116107 firatablw ADO INTEGRAL FJlMOPTION & UPDATE A3TMEf30002OPa UFO rECFwaoov DRIVE NOKOMIS,1134276 P.0.90X 1&18 NOKDMt$, FL 34274 0=44. DESIGN PRESSURES ,� /Ii.UM. NORlZONTAL RQLLER INDOW, IMPACT a..K. FX aura 10/17/06 ,.: 8 REVISE OP TABLES TO ASTM 51300-02 13/� AIR SPACE DIMENSION GLASS TYPES d TNRU L ..:... ex FK 2!18/06 - -- J.J. 323108 Visibly Better a""ft" 102710 aIZ NTS s"ee 3 " 11 awapr1 4127 -W ane C, DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" FIXED ED DLO FXED 33 9/16° MAX. DLO VENT A 57 3/8' MAX. DLO ALL FIXED LITES 56' MAX. DLO ALL VENTS 62" MAX I.F. FRAME ALL CONFIG. 63° MAX. FLANGE FRAME ALL CONFIG. 73' MAX. WIDTH I.F. FRAME 74' MAX. WIDTH FLANGE FRAME DETAIL A -OX OR X() B 2731$" MAX. DLO VENT 27 3/8' MAX. DLO FIXED B B X X lam 85 7/16' MAX. WIDTH LF. 7/16" MAX. WIDTH FLANGE FRAMC DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL gm II I.F. FRAME FLANGE FRAME VIEW D -D Q (FRAME CORNER CONSTRUCTION) 'u`rAEVISED -:.43 with the Florida :•,.':raS No 07`1 ,mion Data Rand Or t» rserxtmn: ADO INTEGRAL FIN FRAME MAX. AND CORNER F.K 415/07 C CONSTRUCTION DETAIL FROM . 8. S..mSe F.X. F.K. mss: F.K 7128108 11/17/00 H ewe 5/13108 issessesse A .NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1n: aska J.J. 323/05 1070 TECHNOLOGY ERNE NOKOMIS. FL 34270 P.O. SOX 1529 NOXOMIS, FL 34274 PST Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SwsaSSa s HR710 Swrc NTS Smt 4 d 11 m+raxa 4127 -10 Sr C L Clark P E PE 1138712 Structural INTERIOR EXTERIOR �-- MAX FIXED DLO —+-� MAX WIDTH (FLANGE FRAME)g SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAM E) MAX. HEIGHT FLANGE FRAME A INTERIOR �+- MAX FIXED DLO ---� MAX VENT DLO MAX WIDTH (If. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL F11y,FRAME) EXTERIOR SECTION C-C g (VERTICAL SECTION, FLANGE FRAME) SILL (VERTICAL SECTION, IF. FRAME) INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)g EiZM JCf REVISED es carrrib}a8 with d»Flo Clotks Accae'„ Na bxtionUaw 3.� 1F.t'llI By aae1Mx F.1C bra 4/1507 ADD INTEGRAL RN FRAM ITEMS 41, 43 AND 43 AND VIEWS. taw*: fft. tw,aex FJC awl F.FC Omar 10/17!06 Oass 6/19108 Calm 9!28/06 Romans B A J.J. NOCNANGE755SHEET NOCHANOE THIS SHEET 3123106 I 1070 TECKNOLOOY DRIVE NOKOMIS. PL 34278 P.O. SOX 1829 NOKOMu, Ft. 34274 Visibly Bearer SEC77ONS ALUM. NORIZONTAL ROLLER WINDOW, IMPACT aim Half # 6 « 11 4127-10 Rov C / I Robert P.E. PEt3S 12 Sbuob. al ITEM DWG REV DESCRIPTION MAIL PGDil ITEM DWG# OM DESCRIPTION 1 MAIL ( PGIW 4102 , A FLANCE.FRAMEHEAD 6063-T6 AL 612237 66 GLASS, 13/16" IAM110 -WA, 3J8 "AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB,1/8"A) 1 4025 SASH STOP (STD) (ANTI LIFT CLLP) 6063 -T5 AL 612244 67 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) 2 #8 X 3/4 PH. PAN HEAD 7834AA 68 " 13/16" LAMI IG- 1/8"A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "HS, .090PVB, 1 /8 "HS) 1 3 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 69 " 13/16" LAMI IG•3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB,1J8"A) 1 4 4136 HANGS FRAME SILL 6063 -T6 AL 64136 70 " 13/16" IAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .O9OPVB,1/8"HS) 6 4137 Sul', ADAPTOR 6063 -T6AL 64137 71 " 13/16"IAMLIG3/16"A,5/16" AIRSPACE, 5 /16"LAMI(1/8"HS,.090PVB,1/8"HS) 7 4131 ROLLERTRACK 6063 -T6 AL 64131 72 " 13/16" LAMI IG-118"A, 1/4" AIRSPACE, 7/16" LAMI (3/16"A, .O9OPVB, 3116"A) 8 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/16" IAMI JG- 1/8"A,1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3 /16"HS) 10 1626 ADHESIVE OPEN DELL FOAM PAD 7PAD1626 74 13/16" LAMI 10.1/8"A,1 /4" AIRSPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 12 4002 A FLANCiEFRAMB JAMB 6063 -T6 AL 612225 75 " 13/16" LAMI 1(31-3/16"A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13 4134 GASKET FORMAN FRAME SILL JOINT 74134W/K 76 " 13/16" I.A.A/11I0- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"4, .090 PVB, 3/16 "HS) 14 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 " 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16 "HS) 15 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME(HOR. & VER.) 3105 -H14 AL 16 4054 B FDA MEEIINGRAIL 6063HD -T6 AL 64054A 91 1630 SCREEN CORNFRKEY W/R1NGS POLYPROP. 17 4066 WSTP.,.187 X 230, FIN SEAL 640660 92 1631 SCREEN CORNER POLYPROP. 19 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 21 1683 WSTP,250X 270 BACK, FIN SEAL 616830 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 22 225-1 ROLIFRHOUSINO& GUIDE 42112HD 95 1635 SCREEN SPLINE -.135 DIA. HARD EV1 PVC 23 226 BRASS ROLLER WHEELS BRASS POLYPROP _ 4412814 96 SCREEN CLOTH 24 4128 HOR1ZONTALROLLFR SASH TOP (3115 -0 2.710 29 32 4006 D SASH MFETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP,.170X.270BACK, PIN SEAL 675160 2.024 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 • 38 1683 WSTP,250 X 270 BACK, FIN SEAL 616830 7070 BULB WFATHERSTRIP.187X 275 67070K ,� 39 40 LIFT RAIL OCIVERCAP 74078"C"LORR, 41 4139 LF. FRAMEHEAD 6063 -T6 AL 64139 & 41 W.F. FRAME HEAD #4138,8063 -T6 4 2 4140 LP. FRAME S I L L 6 0 6 3 - T 6 AL 64140 PRODUCT REVISED t",ompsytns wish a,eFlorida Sultans Coda As p N„ a Expiration " 43 4141 LF. FRAME JAMB 6063 -T6 AL 64141 Q ® 1 50 (LAZING SI[ ICON , DOW 899, 995 OREQUI VALE NT 51 1224 VINYL GIAZ1NGBEAD BULB (TFIICLC) 6TP247W,K 52 1225 VINYL GLAZING BEAD BILE (THIN) 6TP248K 2.784 53 4039 B GLAZINGBEAD- 5/16" 6063-T5 AL 64039B L 54 4044 4222 B A GLAZINGBFAD -5/16" W /G2ILLKIT GLAZINGBEAD- 7/16" 6063 -T5 AL 6063 -T5 AL 644703 64222 3.152 sy //it ., . ., ,,, 55 56 985 C GLAZINGBEAD - 7/16" W /(R lLL KIT 6063 -T5 AL 6985 - , -1.988 ....,•- .062 I 59 4067 GLAZING BEAD - 13/16' 6063 -75 AL 64067 W.F. FRAME JAMB 60 GLASS 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) C) sl�l /d G.� i5 ! L Clark, P.E. PE 639712 Structural 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HSI \JA 44141, 6063 -76 62 5/16" LAMI (1/8" HS, .090 PVB, I/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7116" LAME (3/16" A, B, 3/1 HS) 2 710 F. FRAME SILL OA 64 65 7 /I6" IAMi (3/16" ti5, .090 .1190 3/16" " Hs) , 44140, 6083-T8 Rood* FF.K 4116/07 C ADD ITEMS 41, 42643 107NOKOMls, R.3 273 NONO""$�� " P.O. 1521 fl 34274 PARTS LIST Road F C aw: 70/f7/t� ReAYO s NO CHANGE TwsSHEET Ac ALUM. HORIZONTAL ROLLER WINDOW, IMPACT WI psF.S. F.K. Oda: 5143708 X08 *Moor A ° j j. ADD SPACE DIMENSIONS ITEMS 88 THRU 77. I Vts /b/y Better 10710 �" ( NTS '""°� 6 ." 11 wawa 4127 -10 , (i c.a. IC 1.; 2.710• I 0 FLANGE FRAME HEAD �J #4102A, 50634e Aix) A 062 �I-- •►4s1 1 OSASH STOP #4025,8063 -T5 L1.3481 0 SASH TOP & BOTTOM RAIL #4133, 606375 .050 1.096 J 0 GLAZING BEAD, 5/16" #40448, 6083 45 (USED W/ GRILL KIT) 1.22 C6 FLANGE FRAME SILL L� JJ #4136, 6085 -T6 O HORIZ. ROLLER TRACK #4131.6063 -T6 2 1. I,7 — {`1.081 F - 32 SASH MTG. RAIL #4006D, 60631-1S-T6 .678 1.096 i� —►{ 56 GLAZING BEAD 7/16" #4222A, 6063-T5 52 0 FRAME SILL ADAPTER �� ..// #4137, 6063-T6 17 FIXED MEETING RAIL #40548, 63H0 -T6 .29.1 SASH SIDE RAIL #4126, 6083 45 .050 ,.,15 -1►- -- i 1 c) GLAZING BEAD. 7/16° =1 #9850, 8063 45 (USED WI GRILL KIT) 1+1.613-1 .738 (�- 1.443 -► V SASH STOP COVER #4053,6083 -T5 13 FLANGE FRAME JAMB #4002A, 6063-T6 .678 1.086 —.4 GLAZING BEAD, 5/16" #40398.606345 A50 -I- -I 1 59 GLAZING BEAD, 13/16" #4067, 6083-T5 .097 pRODACTREVISED as mut:V im with the Pieria. &rildiag Carlo Acceptance No O Expiration llata Raved* F.K X5107 Ra can. NO CHANGE THIS SHEET Raw By FK R"atl$,! F.K. OnsenBr FK 10/17/08 6/13108 Oaiw 2/28/08 Nariefoner 8 Reoidotme A ahroiedBJc J.L NO CHANGE THIS SHEET NO CHANGE THIS SHEET crane 1070 TECHNOLOGY DRIVE NOSOMIS, FL 34275 P.0 139X1570 NOXOMIS, Ft.34274 V&/b1y Bettor EXTRUSIONS rise ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ae Hd710 Half , dm& *monk.. T er 11 4127 -10 Robert L. Park P.E PE 839712 Structural ANCHOR QUANTITIES, XOX (114412 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONB 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (65) ANCHOR TYPE, &SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES O,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2. CONC 1, CONC ZONES ZONES ZONES ZONES ZONES =WS WINDOW 512E H HEAD & SILL m 2 HEAD & SILL m m HEAD & SILL m m HEAD & SILL m x HEAD & SILL - tr2 HEAD & 891 2 2. GLASS TYPES: 3 A. 5/18 LAMI - (118' A,.090,1/8" A} ' B. 6/18 LAMI - (118'.0 .tit0,1/8° HS) 53125x 38.375 48.000 50.825 54.E 80. 53.000 1+02 +1+02 +1 2 1 +02+1+02 +1 2 1+C2+1+C2+1 2 1 +C2+1 +C2+1 2 1 +C2+1 +C2+1 2 1 +02+1 +C2 +1 2 C.7/16"LAMI -(3/1 "A,09 A,.090, 116 A) D. 7118° LAMI - {3118 A,.O�, 3116` A) 1 +02 +1+02 +1 3 1 +C2 +1 +02+1 3 1 +C 2 +1 +C2 +1 3 1 +02+1 +C2+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02+1 3 E. 7 /16" LAMI - (3M8" A,.090, 3/18" HS) 1 +02 +1 +02+1 3 1+02+1 +C2 +1 3 1 +02+1 +02+1 3 1+(2 +1 +02+1 3 i +C2 +1 +02+1 3 1+02 +1+(2 +1 3 F.1311 "LA 116-1 8" OR 3/ 6'A HS} G. 13116" LAMI tG - 118° OR 3118° A, 5/16" OR 3/8" SPACE, 5118' LAMI - (118" A,.090,118° A) 1 +02+1 +C2+1 3 1 +02+1 +C2+1 3 1 +C2+1 +C2+1 3 1+02+1+02+1 3 1+02 +1 +C2+1 3 1+02 +1 +02+1 3 H. 13/16' LAMI IG - 1/8" OR 3/16° A, 5/16° OR 3/8' SPACE, 5/16" LAMI - (118' A,.090, 1 /8" HS) 1 +02+1 +02+1 3 1 +tx+t +l2+1 3 1 +02+1 +02+1 3 1 +02+1 +(2+1 3 1+02+1+C2+1 3 1 +(2+1 +C�+1 3 1. 13/1 8" LAMI IG -1/8° OR 3/16" A, 6116° OR 3/8° SPACE, 5118 LAMI - (118° HS,.090,1/6" HS) J.13118 LAMI IG -1/8° OR 3/1 6" A, 3/16° OR 1k" SPACE, 7/18 LAMI - (3116" A,.090, 3M8 A) 1 +02 +1 +02+1 3 1+C 2 +1 +1x+1 3 1 +02+1 +02 +1 3 1+C2+1+C2+1 3 1 +(2+1 +C2+1 3 1 +03 +1+03 +1 3 K.13/18 L.AMI IG -1/8" OR 3/16" A, 3/16' OR 1/4' SPACE, 7M8 LAMI - (3/16" A,.090, 3/18 HS) 80.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1+02 +1 2 1 +02+1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +02.1 +02+1 2 1 +02+1 +C 2 +1 2 1+C2+2+C2+1 L 13118 LAM11G -1 18" OR 3118 A 3/16' OR 114° SPACE, 7M8 LAMI - (3118° HS, Off, 3M8° HS) 2 1 +02+1+02+1 3 1 +C2+1+C2+1 3 1 +C2 +1 +02+1 3 1+02+1+0241 3 1+02 +1+02+1 3 1+C2+2+C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1+02 +1 3 1 +02+1+C2+1 3 1 +C2 +1+C2+1 3 1 +02+1+ +1 3 1+02+1+02+1 3 1 +C2 +2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1 +02+1 +02+1 3 1 +(2+1+02+1 3 1+C2+1K2+1 3 1 +C2 +1+C2+1 3 1 +02+1+02+1 3 1+02 +2+C2+1 3 HEAD & 5111.: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1+02 +1+02+1 3 1 +03 +2+03+1 3 3/4° MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221%2" MAX O.C. • 1 +02 +1+0241 3 1+02+1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C3+2 +C3+1 3 TABLE KEY: 74.000x 38.375 48.000 50.625 54.000 80.000 83.000 1+(2+2+02+1 1 +(2 +2+(2+1 2 1 +02+1+(2+1 3 1 +02 +1 +02+1 2 1 +02+2 +02+1 3 1 +C2 +2 +C2 +1 2 1 +02 +2+02+1 3 1 +02+2+02 +1 2 1+02 +2+0241 3 1 +02+2+02+1 2 1 +02 +2+02+1 3 1402 +2+(2+1 2 5 2 X 3 11+c3+4+C3 +1 3 1-4-ANCHOR QUANTITY PER JAMB 1 +(2+2+(2 +1 3 1+02 +1+02 +1 3 1 +02+2+02 +1 3 1+(2+2+22+1 3 1 +(2+2+02+1 3 1+(2 +22(2+1 3 t HEAD AND SILL ANCHOR QUANTITY. 1+02+2+02+1 3 1 +02+1 +02+1 3 1+02+2+(;2 +1 3 1+02 +2+02+1 3 1+C2+2+C2+1 3 1 +03+2+03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +C2+2+C2+1 3 1+02+1+02+1 3 1 +02+24(2+1 3 1 +02 +2K2 +1 3 1 +(2+2+02+1 3 1+03 +2 +02+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02+2+02+1 3 1+(2 +1+02 +1 3 1 +C 3+2+C3+1 3 1 +03+2+(3+1 3 1+C2+2+C2+1 3 1+p +2+03 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.000x 38.375 48.000 50.828 54.000 60.000 63.000 1 +02+2+02+1 2 1 +02+2 +02+1 2 1 +02+2+02 +1 2 1 +(2+2+(2+1 2 1+02 +2+02 +1 2 1 +02+3+02+1 2 1 +(2 +2+02 +1 3 1+C2+2+02+1 3 1 +02 +2 +01+1 3 1 +(2 +2 +C2 +1 3 1 +02 +2+02 +1 3 1+03+3+03+1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +02+2+02+1 3 1 +02+2 +02+1 3 1 +C2 +2+02 +1 3 1 +12+2 +02+1 3 1 +02+2 +02 +1 3 1+4+3 +03+1 3 1 +02 +2 +22+1 1 +02 +2+02 +1 3 1 +02 +2+02 +1 3 1+C2+2+C2+1 3 1 +01+2+02 +1 3 1 +03+2+(2+1 3 1 +02+2+02+1 3 1 +03 +2 +03+1 3 1 +02 +2+(2+1 3 1 +C2+2+C2 +1 3 1 +04 +3+04+1 3 1 +04 +3+04+1 3 3 125 3/4" max. I -1n{ 1.-3" MIN. PiiallUCi 3..F.WWSED es cc` r.i-i eg with the Florida lc Aa!� ^ .i Co 0.,"f. % -09 �`° / ralf ': . 1 Ill X y _� 1 t t 1 tJt O t X 1 +22+2+(2+1 3 1+22+2+02+1 3 1+03 +2 +03+1 3 1 +03+2 +03+1 3 1+02 +2 +01 +1 3 1 +04 +3+04+1 3 9° REF. -103.375 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +02 +2 +02+1 2 1+02+2+02+1 2 1+03 +3+02 +1 2 1 +02 +3+02+1 2 1+02 +3+(2+1 2 1 +02+4 +02+1 2 ,..- 1 +(2+3+02 +1 3 1 +02+2+(2+1 3 1203+3+03+1 3 1 +03+3+03+1 3 1 +02+3+02 +1 3 1 +03 +4+03+1 3 MTG. RAIL, TYP.- 1+02 +3+02+1 3 1 +C2 +2+02+1 3 1+03 +3 +03+1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1 +03+4+03 +1 3 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 1 +03+3+03+1 (x 3 1 ++2+02 +1 3 1 +C3+3+C3+1 3 1 +03+3+03+1 3 1 +03 +3 +03 +1 3 1+04 +4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +04+3+04 +1 3 1 +04 +3 +04+1 4 1 +03+3+03+1 3 1 +04+4+04 +1 3 1 +03 +3+4+1 3 1+02+2+02+1 3 1 +04+3+04+1 3 1 +04+3+04+1 4 1+04+3 +04+1 3 1 +05+4+05+1 3 11-25 314 "MAX 111.000x 38.375 48.000 50.825 54.0 60.E 83.000 1+C2+3K2 +1 2 1 +(2 +2+02+1 2 1 +02+3+(2+1 2 1+02+3+02 +1 3 1+02 +3+02 +1 2 1+02 +4+02 +1 2 -�j�-- 11iL'TYP' -•{l I+3' MIN. 1 +02+3+01 +1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1 +4+3+03 +1 3 1+02 +3+02+1 3 1 +03+4+03+1 3 9° O 1 X fr /6 Robert L. Clark. P.E. P0539712 Structural 1+02+3+02+1 3 1402 +2 +02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+03+4+03+1 3 RIII 1 +4 +3+03+1 3 1 +02+2+02+1 3 1 +(3+3+0:3+1 3 1+4 +3+03+1 3 1+03 +3+03+1 3 1 +04+4+04+1 3 1 +4+3+4+1 3 1 +02+2+02 +1 3 1 +C4 +3204+1 3 1 +C4 +3+04+1 4 1 +03+3+03+1 3 1 +04+4 +04 +1 3 MTG. RAIL, TYP. 1+03+3+4+1 3 1+02+2 +02 +1 3 1 +C4 +3+04 +1 3 1+04 +3+04+1 4 1+04+3+04+1 3 1 +05 +4+03+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS F.F.K 4/15/07 "B0C -UPDATE TABLE 4, SELECT VALUES 0UETO ANCHOR C4P.ADJ a� CHORAGE SPACING XOX (1/4-1/2-1/4) m. , ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ' +ex F.K. D 10NT108 R B Itrebn. A cngmesy. JJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS _ o, aaSPACE LIIMENSIONSGLASSTYAE9GTHRCJL 3123108 1070lEt7+NOLOGYOR1VE NOKOMIS. FL 34278 P.O. BOX 1629 NOK .R.2Y274 Revs** rye. es F.K. CM* ves 31278 1128!08 VW* Better a.��a.e HRM) emu en,e NTS 18 a 11 u+r,ow. ` 4127 -10 Ta.,: I C ANCHOR QUANTITIES. XOX (113 -113 -113) WINDOWS TABLE 5 ANCHOR TYPE,' 2,3, WOOD & SUBSTRATE GLASS TYPES A,B,G,H GIASS 1YPES C,D,E F,I,J,K L Z CONC 1, CON( 2,3, WOOD Z ;ANC 1, CON( ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v kt co HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL 2 HEAD & SILL 48.000x 38.375 48.000 50.625 54.000 80.0 83.000 1+02 +1 +02 +1 2 1+02 +1 +02 +1 2 1 +02 +1+C2 +1 2 1+02+1+02 +1 2 1 +402 +1 +402 +1 2 1 +02+1+0x+1 2 1 +C2 +1 +02+1 3 1 +402 +1+02 +1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1 +402 +1 +02 +1 3 1+02+1 +02 +1 3 1+C2 +1 +02+1 3 1+02 +1 +402 +1 1 +02+1+02 +1 3 1+00+•1+02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +02+1 3 1+02+1 +02 +1 3 1 +02+1 +02 +1 3 1+02+1+02+1 3 1 +402 +1 +02+1 3 1 +0x +1 +02+1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +102+1 +C2+1 3 1+42+1+02+1 3 1+02+1 +02+1 3 1+02 +1 +402 +1 3 1+02 +1 +02 +1 3 1+02 +1+C2 +1 3 1+02 +1 +02+1 3 1+02 +1 +02+1 3 1+02+1 +402 +1 3 1+03+1 +03+1 3 53.125x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02+1 +02 +1 2 1 +C2•N+C2 +1 2 1 +02+1 +402 +1 2 1 +02+1 +02+1 2 1 +02 +1+02 +1 2 1 +02 +1+02 +4 2 1+02+1 +402 +1 3 1 +402 +1 +402 +1 3 1 +02+1 +02 +1 3 1+02+1+02 +1 3 1+02 +1+02 +1 3 1 +402 +1 +402 +1 3 1+C2 +1 +02+1 3 1 +02 +1+02 +1 3 1 +402 +1 +02+1 3 1+02 +1+02 +1 3 1 +402 +1 +02+1 3 1 +C2+1 +C2 +1 3 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +402 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1+02+1+02 +1 3 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1+02 +1+02+1 3 4+02+1 +02+1 3 1+02+1+02 +1 3 1+03 +1 +403 +1 3 1+02 +1+02+1 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +00+1 +02+1 3 1+03+1 +03+1 3 60.000x 38.378 48.000 50.825 54.000 80.E 83.000 1+02 +1 +02+1 2 1 +C2+1 +02+1 2 1+42+1 +C2+1 2 1 +02+1+02 +1 2 1 +402 +1 +02+1 2 1 +402 +1 +02+1 2 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02+1+(2 +1 3 1+(2+1+02 +1 3 1+02+1+02 +1 1 +(2+1 +02+1 3 1+02+1+42 +1 3 1 +02+1+02 +1 3 1 +02+1+02 +1 3 3 1+02+1+•02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1+02 +1+0.1 +1 3 1 +02+1+02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +01+1 +02 +1 3 1+03+1 +03+1 3 1+02 +1+02+1 9 1+02 +1 +02 +1 3 1 +(2+1 +02 +1 3 1 +02+1K2+1 3 1 +02+1+02+1 1+03+1 +03+1 3 1+C2 +1+C2 +1 3 1 +02+1 +01+1 3 1+(2+1 +0x +1 3 1 +03+1+03+1 3 1+02 +1+02+1 3 1+03 +1+03+•1 3 68.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +1 +(2+1 2 1 +(2+1+02+1 2 1 +02+1 +02 +1 2 1 +02 +1 +02+1 2 1 +02+1 +02 +1 2 1+02 +1+02 +1 2 1 +402 +1 +02+1 3 1+02 +1 +402 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +t2 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1 +02+1+02 +1 3 1+02+1 +02+1 1 +402 +1 +02+1 3 1 +02+1 +02 +1 1+02+1+02 +1 3 1 +402 +1+02+1 3 3 3 1 +02 +1 +02+1 1+02+1 +02+1 1+03+1+03+1 3 3 3 1+02 +1 +02+1 3 1+03+1 +03+1 3 1+02+1 +02+1 1+02+1+02+1 1 +03+1+03+1 3 1 +02+1 +02+1 3 3 3 1+03+1 +03+1 1+03 +1 +03+1 1 +403 +1 +03+1 3 3 3 74.000x 38.375 48.E 00.625 54.000 60.000 63.000 1+C2+14-C2+1 2 1+02 +1+02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1+02 +1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1+02+1 +02+1 3 1+02+1 +03+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +(2 +1 +02+1 3 1 +02 +1Kx +1 3 1+03 +1 +03+1 3 1+02 +1+02 +1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1+02 +1+(2+1 3 1 +02 +1 +02+1 3 1 +03+1 +03 +1 3 1+402+1 +02 +1 3 1+02 +1 +02+1 3 1+03+1+03 +1 3 1+03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +133+1 +03+1 3 1 +402 +1+02 +1 3 1 +02 +1 +C2+1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 1 +(2+1+02+1 3 1 +03+1+03+1 3 84.000x 38.375 48.000 50.625 54.000 80.000 63.000 88.437 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 1+02 +1 +02 +1 3 1+C2 +1 +C2+1 1+02 +1 +02+1 3 1 +02 +1+02 +1 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 1 +02+1 +02+1 3 1 +02 +1 +02+1 1+03 +1 +03+1 3 1 +02+1+02 +1 1+02 +1 +02 +1 2 1+02 +1+02+1 2 1 +02+1 +02+1 2 1+02 +1 +02+1 3 1+02 +1+02 +1 1+02 +1 +02+1 2 3 1 +C2+1 +02+1 3 1 +402 +1+02 +1 3 1 +(2+1+02 +1 3 1 +03 +1 +03 +1 3 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +402 +1+02+1 3 1+03+1 +03+1 3 3 1+03 +1 +03 +1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 3 1 +03+1+03 +1 3 3 1 +03+1 +03+1 3 1 +03+1+03 +1 4 1 +03+1 +03+1 3 1+C3 +1 +03+1 3 3 1 +03+1+03+1 3 2 1+02 +1+02+1 2 1 +03+1+03+1 4 1 +02 +1402 +1 3 1 +02+•1 +03 +1 1+02 +1 +02 +1 3 2 1 +04+1 +04+1 1 +02+1 +02 +1 4/ 2 1 +02 +1 +02+1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1+d2 +1 +02 +1 3 1+02 +1 +02+1 3 1+03+1 +03+1 3 1 +02 +1 +402 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +0+02 +1 3 1 +02+1 +02 +1 3 1+03 +1+03+1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1+03 +1 3 1+03 +1+03+1 3 1 +02 +1 +02+1 1 +03+1+03 +1 3 1+02 +1+02 +1 3 1+02 +1+02 +1 3 1 +403 +1 +03 +1 3 1 +03+1 +03+1 4 1 +02+1 +03+1 3 1 +00+1 +04 +1 4 1 +03+1+03+1 3 1 +02 +1 +02 +1 3 1 +03+1+03+1_ 3 1+03+1 +03 +1 4 bawd Sr arc aewun: F.IG 4/15107 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAD. ADJ. 1 +03+1 +03+1 3 1+04 +1 +04+1 NOTES: 1. ANCHOR TYPES: 1 -114° ELOO TAPCONS 2 -114' ELCO 884 CRETE -FLEX 3 - 412 STEEL SCREWS (35) 2. GLASS TYPES: A. 5/18° LAMI - (118° A„090,1I8°A) B. 5/15' LAMI - (118° A,.090,1/8" HS) C. 5116" LAMI - (1/8° HS,.090, 1/8" 118) D. 7116' LAMI - (3116" A,.090 3116° A) E. 7/18' LAMI - (3118° A,.090, 3(181 HS) F. 7/181 LAMI - (3/18" HS,.090, 3/10" HS) G.131181 LAMI 13 -1/8° OR 3/16° A, 5/18° OR 318° SPACE, 5/16" LAM - (1/8° A,.090,1/8° A) H. 13/16" LAMI 13 - 1/8° OR 3118" A, 5/16. OR 318" SPACE, 5/18" LAM(- (116° A,.090,1/8" HS) I. 13/181 LAMI IG - 1/8' OR 3118° A, 5/18" OR 3/8° SPACE, 5/16" LAMI - (1/8•148,.090, 1/8" HS) .1. 13118" LAMI 10 - 1/8" OR 3/18° A, 3116° OR 114° SPACE, 7/18" LAMI - (3118" A,.090, 3/16" A) K. 13116' LAMI 10 -118" OR 31181 A, 3/16" OR 114° SPACE, 7/18" LAMI - (3116" A,.000, 3/10" HS) L. 13/18° LAMA 13 -118" OR 3/18' A, 3/16" OR 114" SPACE, 7118° LAMI - (3/16° HS,.090, 3/18° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX FROM CORNERS JAMBS: 9° MAX FROM CORNERS AND 22 1/2" MAX O.C. TABLE KEY: X 0 X 11+03 +1+03 +11 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. 0.0. ANCHOR SPACING) I• I 25 314" MAX. L. I I -+} I -"--3" MIN. t t 1 t idt t 9' REF. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) -I 26_314° MAX L. If (I 1 112° TYP. P44-3" MIN. 1 / 41 1 lidl 1 9" REF. X 0 X MTG. RAIL, TYP. -� EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRGDUcT REVISED as emptying with the Florida Bitildir4 Coda Accaplancc No 0 s 5,07 Ex., , , an n+to A.:I ILL • i! ! . awsdax ear a F.K. 10117V$ 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Eby: Mkt rte: F.K. 5113/08 A ADD SPACE DIMENSIONS GLASS TYPES G THRUL w ax ems: areeesesr Rat F.K. M 8 R J. J. 3/23/08 070 TECHNOLOGY DRIVE NORMS, 8.34278 P.O BOX 1828 NOKOMIS, FL 34274 F.2.; Vistb/y Better ANCHORAGE SPACING, XOX (1/3 -1/3 -113) aus ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s.ae HRZIO Saba NTS awe 9 11 ca.wda 4127 -10 Robert L Clark, P.E. PE 438712 Structural ANCHOR QUANTITIES,XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/18" LAMI - (1/S° A,.090,118" A) B. 5/16° LAMI - (1/8'A,.090,1/8" HS) C. 5/18" LAMI - (118' HS,.090,1/8' HS) D. 7118° LAMI - (3/1W A,.090, 3118' A) E. 7/16" LAMI - (3116' A,.090, 3118° HS) F. 7/18° LAMI - (3118' HS,.090, 3h8' HS) G. 13/16° LAMI IG - 1/8° OR 3/16' A, 5/16' OR 3/8' SPACE, 5/16' LAMI - (118' A,.O90,118' A) H. 13116' LAW* -1/8° OR 3/16" A, 5/16' OR 3/8' SPACE, 5116° LAMI - (118' A,.090,1/8" HS) I. 13/16° LAMI 1G -1/8" OR 3/18° A, 5118" OR 318° SPACE, 5/18' LAMI - (1/8° HS,.090,1/8' HS) J.13/16' LAMI IG -118° OR 3116' A, 3/16' OR 1/4 SPACE, 7118" LAMI - (3116° A,.090, 3118' A) K. 13/16' LAMI 10 - 1/8' OR 3/16" A, 3/16' OR 1/4° SPACE, 7/16' LAMI - (3/18' A,.090, 3116" HS) L 13106' LAMI IG -1/8" OR 3116° A, 3/18° OR 1!4' SPACE, 7118' LAMI - (3/16° 113, 090, 3/18° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314' MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: 0 X ' ANCHOR TYPE, & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I.J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W y H 0 S 22 Sy 0 i mg ' cl _ gs T o m 0 T� 2 a gm d 37.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02+1 2 1+C2 +1 2 1+02+1 2 1 +C2+1 2 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1+02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1+02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1+02 +1 3 1+02 +1 3 1 +03+1 3 1 +02 +1 3 1 +02+1 3 1 +C3+1 3 1 +C2 +1 3 1 +02+1 3 1 +03+1 3 48.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1+q +1 2 1 +C2 +1 2 1 +02 +1 2 1+C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+02 +1 3 1 +02 +1 3 1 +03+1 3 1+02+1 3 1+02 +1 3 1 +03+1 3 1+C.2 +1 3 1+02+1 3 1+03+1 3 1+02+1 3 1 +C2 +1 3 1 +q+1 3 1+03+1 3 1+02 +1 3 1+0+1 3 1 +C3+1 3 1+C2+1 3 1 +03 +1 3 1 +C3+1 3 1 +02+1 3 1+C3+1 3 1 +03+1 3 1 +02 +1 3 1 +03+1 3 53.125 x 38.375 48.000 50.825 54.000 60.000 83.000 1 +02 +1 2 1+02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 I 2+C3+2 1 3 F.-- ANCHOR QUANTITY PER JAMB 1+02 +1 3 1 +02 +1 3 1 +03+1 3 1+02+1 3 1 +02 +1 3 1 +03+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1+C2 +1 3 1 +C3+1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF T ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1 +C3+1 4 1 +02+1 3 1 +C3+1 3 1 +C3+1 4 1 +02 +1 3 1 +C3+1 3 1 +03+1 4 1+03+1 3 1 +C4+1 3 1tC3 +1 4 1 +C3+1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1+02+1 3 1 +02 +1 2 2+02+2 2 1 +02 +1 3 1 +02 +1 2 2+02 +2 2 1 +C2 +1 3 1+C2+1 3 2 +C3+2 3 1+C2+1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 3 1 +C2 +1 3 2 +q +2 3 1 +C3+1 3 1 +C2 +1 3 2 +q +2 3 -«-- 183/4° MAX F.-3' MN, 1 +03+1 4 1 +02 +1 3 2+03+2 3 1 +C3+1 4 1 +C2 +1 3 2 +C3+2 3 9' REF. PRODUCT ARMED as gyp:;„3 with the Blonde ilding ABc oorao - 0= 5,fxf 1 +C3+1 4 1 +C3+1 3 2+C4 +2 4 1 +C3+1 4 1 +q+1 3 2 +C4+2 4 O 1 +C3+1 4 1 +q +1 3 2 +C4 +2 4 1 +C3+1 4 1 +03+1 3 2+C4 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2+2 3 1 +02 +1 2 2+C2+2 3 2 +02 +2 3 1 +q +1 2 2 +02 +2 3 QTY. OF (3) ANCHORS 2 +C2 +2 4 1 +C2+1 3 2 +03 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 MTG. RAIL EXAMPLE CLUSTER W/ 2 +C3+2 2 +C3+2 4 4 1 +02 +1 1+C2 +1 3 3 2 +03+2 2 +C3 +2 3 4 2 +q +2 2 +C3 +2 4 4 1 +02 +1 1 +C 2 +1 3 3 2 +q +2 2 +C3 +2 3 4 (SHOWN IN TABLE KEY ABOVE) '�8 °0" `` �' �'' !t By /./ 4 • 0:.. .adaPmdrxt �• „J 2 +q +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +03+2 4 1 +C3 +1 3 2 +C4+2 4 1 +q +1 4 1 +C3+1 3 2 +04 +2 4 2 +C3+2 4 1 +C3+1 3 2+C4 +2 4 I, 18 314' MAX 74.000 x 38.375 48.000 50.825 54.000 60.000 63.000 2 +C2 +2 3 2+02 +2 2 2+C2 +2 3 2+02 +2 3 2 +02 +2 2 2 +C2 +2 3 - rl 1 1P1° TYP. 1+--3° MIN. i 2 +03+2 4 2 +02 +2 3 2 +q +2 4 2+C3+2 4 2 +C2 +2 3 2 +C3 +2 4 9' REF. �av'�� '�d o% Robert L Clark, P.E. PE 4'39712 Structural 2 +C3+2 4 2 +C2 +2 3 2 +q +2 4 2 +C3+2 4 2+C2 +2 3 2 +C3+2 4 r 2 +C3 +2 4 2 +C3+2 3 2+C4 +2 4 2 +C3 +2 4 2 +C3+2 3 2 +C4 +2 4 2+C3 +2 4 1 +q +1 3 2 +04+2 4 2 +C3+2 5 2 +03+2 3 2+C4 +2 4 MTG. RAIL EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 2 +C3+2 4 1 +03+1 3 2+04+2 4 2 +C4 +2 5 2 +q +2 4 2 +04 +2 5 m„may F.K. omz 4115107 Rewemrc C CHG. r1mL E# TOQ 8 SELECT VALUES DUE TO ANCHOR CAP. N]J ' 111.11 ANCHORAGE SPACING, OXANDXO WINDOWS Pas, ar F.K 10/17!06 Reds = E 1070 TECHNOLOGY DRIVE REVISE ANCHORAGEFORMAT, HEAD & SILL CLUSTERS NOKOMIS, F1.34275 +�' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ""°rW F.K. M: 5/1386 A ADD SPACE DtMENSIOVI S TO GLASS TYPES THRU L. P.C. BOX 1BS amnay F.K. Dow 2125106 C54444 Mt J.J. Dom NOKOMIS. FL 34274 3323/06 , Visibly Beyer " HR710 t Nis �"' 10 0 11 D °a t 4127 -10 '�° C A A 13/4° MIN. E.D. TYP. 2x WOOD BUCK MIN. 3.4 KSI NOTE 3 CONCRETE ti • •ti N : OTE1� ix WOOD •' .. : o , ' • • BUCK, Wan,- NOTE 3 /4" MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 0 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI OADE COUNTY APPROVED 1/4° ELCO 1318 LE TAPCONS EMBEDED 13/8" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE 812 TRIMFIT HEAD. 1 14" MAX. -+ SHIM WOOD ANCHOR, NOTE 2 13/8" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8053 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A *12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 114° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. (1.5 KSI CMU) OR PER NOTE 1 ' (3.41(51 CONCRETE) 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX. SHIM • ENO 1 0 _.A 1 314" MIN. MIN. 3.4 KS E.D. TYP. CONCRETE "'• • 2x WOOD a d DETAIL C BUCK, DETAIL 0 NOTE3 TYPICAL FLANGE FRAME SILL SECTIONS 1 3/4" EXTERIOR INTERIOR [> MIN. E.D (HEAD & SILL DETAILS TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR NOTE 2 1/4" MAX. SHIM V DETAIL H (HEAD NAILING .131 DIA MIN. x 21/2" NAIL AT CORNERS AND 5" Q.C. TYPICAL DETAILS G, H & 1. esL ;;a::a VIM& • �r .•• D P417Gp1t`r By oq SEE NAILING DETAIL G (SILL) DETAIL I (JAMB)A ® TYPICAL INTEGRAL FIN FRAME SECTIONS F.K 4/1$/01 Rs. le* D F C 10/17/o R..aec 0.e FJG 2713/06 we. 137, Owm FJC 212810$ REGARDING ADD C TO R EDDMOW nevisioac 5 REVISE EDGE DIST. , EMBEDMENT & SH7 REFERENCES R..mme A ADD NOTE & meted &s. J.J. Taws 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34210 P.Q. BOX 1670 NOKOMIS. FL 34274 ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 12st6/y Better e 107MO Half 11 a 11 4127 -10 C • MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series' FD -101' Outswing Aluminum French Door wI Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "AluminumFrench door & Sidelite-. Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. MIAMI DADE COUNTY, FLORIDA RECEIVED 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 JAN O 6 �:•:�; �5 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE QF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets 'through 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FI'L -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "EL DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11 /10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 s14..1 1. Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8' LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402"1 CONSISTING OF (1) LATE OF 118' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 7/16" LAM! NOM. (.465") CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAM/ NOM. (.4851 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 3. CONFIGURATIONS: I O M, XO, OX, )0(O, O OX0 AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSLAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR A EXT. -1/8 ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1/2"GLASS BT .402 +-A 3/8" LAM/ NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .465 7/16° LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES • 1 CONFKGURATTONS 1 GLAZING DETAILS1 DESIGN PRESSURES2 ELEVATIONS 3 VERT. SECTIONS. 4 HORIZ. SECTIONS 5 PARTS LIST 8 . EXTRUSIONS ANCHORAGE 6,7 8&10 gg Approve C44 d ae with '7 m.. Code Florida Duce A'i1 1 l, c/ NOA# 1 i ■ O a Miami Dade Product Control aF-k-° f I. L14Pist L. Rani ST Ogrx tirade" Px Mere avi &maw bstr 0 Mkt 2/22107 A *wad ax WW1' 6111 OF MASS, OVERALL 770100VESSAND 00ASS&TE A00 SLABS WE DM TO OtAaN017@TA10 ADD WASSDB?. floc. IEVWE NOTE!, MASSDESCiifPT. aAMINO'SIt 7+ 1070 TECHNOLDOYARNE NO K010154 FL 9490 Paagx1628 MOf ONA 01.9074 P T NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE L/TES, IMPACT u.aruar rt ae.r FD101 f soIX 1 a 10 11005.1 B 1 a/4 L Ciok, P.E. PE 039712 Struotund TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE LUTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS X WIDTH XX WIDTH DOORS WITH GLASS TYPES A, 9, C OR D HEIGHT 68- 793/4° 7°- 833/4" 87 3/4" 91 314" 8 °- 953/4" 3° 371/2"16° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67,6 -67.8 +84.2 -642 363/4" +75.0 O WIDTH I 36 3/4" -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -68.6 +83.1 SINGLE SIDE UTES WITH GLASS TYPES 9, C OR D -63.1 +75.0 -75.01+75.0 -75.01+75.0 -75.0 +75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY A. APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT 18 NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X 1MDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" I 873/4" 91 3/4" 8 °-953/4" 2° 251/2" 40 47 3/4° +58.8 -58.6 +55.4 -55.41 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.81 +49.0 -49.0 +46.5 -46.5 +44,3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.81 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +48.2 -46.21 +43.6 -43.8 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 673/4" +38.1 -38.1 +38.1 -38.1 1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.8 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.01 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE UTE 0 WIDTH GLASS TYPES A, B, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +81.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47,2 47.2 +44,7 -44.7 +42.6 -42.6 36 1/8" +35.2 -352 +35.2 -35.2 +352 -35.2 +35.2 -352 +34,4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: A1. GLASS TYPES: A. 3/8" LAMI (118" A, .090 PVB, 3/16" HS) B. 3/6" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAW (3/18" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3116" HS) A2. COMBINED DOOR & SIDE UTE WIDTHS FOR TABLE 1 OR 2. MAX. OXIXO WIDTH = 731/2" MAX. OXO WIDTH =1091/2" MAX. XXO/OXX WIDTH = 107 3/40 MAX OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6/ .67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE _ +70.41 -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as complying' tna Florida 8u. D Mud de Product Cannel tletx , a.airF FX BSA RI filel FendEF Oak &Abbot FX 894 A 001SPEOLOSS rnESa WY8esSIWON0MIADONOtES5 6a NESSE lWDIE$II is ADO 1407A7xSB707ASlE 1M22 REDUCES ✓M 826 EIGNF AMIADAM: Avt CPS FOR TAME tea"eF twee ammo* ow FA 227/07 J.J. 6/21/07 1070 TOXIMOLOGY DRWE FL 30M P.O R.8N2 1E9 74 yam, & 10r DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LUTES, IMPACT -..name Fb101 apes Ix 12 '10 N. 110054 B 73,n "~i � --...1-0-SEE NOTE 3 ..{ SEE NOTE 4 X OR XO 0 SEE NOTE 4 OXO NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 90C DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX,'OXO %XO;'OXX' AND '0)0(0' CONFIGURAT{ONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND IOC DOORS AS FOLLOWS: (T DOORS = WIDTH - 5.648) (7OC DOOR = DOOR WIDTH/2 4.079) cow O SEE NOTE 4 38314 143 3/4" MAX. SEE NOTE 3 383/4" SEE NOTE 4 85 314" MAX. (TYP.) 0 SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT - 11318" A DLO WIDTH ')C = DOOR WIDTH 1215/16" DLO WIDTH 7(X' = DOOR WIDTH/2 -11 5/18" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8° er AttAskas Road* Onter FJL BH607 ArAftex B CORRECT VERTICAL OA AND FORARAAS B.ra A FJG 67447 aam,eP rnur FA T=07 ADO DLO T mgr BLOOM X71 1070 TECHNOLOGY DRIVE N01.A.34a8 r.aEON M 8 MOKOMIAR.SON ELEVATIONS Anyt"rei a• *.wt:�tlu�* with t , t'Is.'. h ". con: Dal.PA -T19 M;¢r• *JUic P.•�u2vrA x..*aal 7ila ALUM, FRENCH DOOR & SIDE LITES, IMPACT a"rrde '0101 Liais NTS 3 d 10 mwt". 11005-1 INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL SL SECT. B-B VERTICAL SL VIEW G-G CORNER ASSEMBLY A @Proved as complying with the Florida Date cc7Jg200 7 cony Wand Dade By s 1 NO MANSE 7149SHEET MC ever A SHOWD0I1[6NOLwW HEAD l 7 ATCORIER ASSEINLY FFJC 20007 J.J. 821/07 I Ita jE EXAMPLEELEVATION Pa8�% ,� ALUN. FRENCH DOOR S & SIDE L TES IMPACT NOSCOM R.34275 n MNAHO1y. PL MN Rd* Batter aara 4 a 10�11f B P F� -MAX SL WIDTH DC SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) I- DLO -I SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPUCABILITY ("AMAX. SL WIDTH INTERIOR EXTERIOR MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida g Dale NOM Miami Dade Product 7 / 1. 4aa.le. Aaaeps Road IV bar FR &e8N7 ardeere 8 NO MANGE 7l88&lib7. ADD MOOR PP81DEt fir 708EC71tlNE£A 98f8{E882EUTE 7O&ECT.AF niftier FJC ecaw* Dan 814107 bur 212/07 l■aWs A 17 iO707206VOLOGYDtWE NtNQ7.t A R.34878 PA. 15 884274 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a.ranme Fo10f 6 a10 Orepena 110054 Rya B Robert L O'Iark P.E. PE 838792 Struthdol ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 POT# DESCRIPTION 943B 60411 FRAME HEAD 1010 60300 'WSTP.,Q -LON .190 X.375 HIGH 7070 67070( BULB WEATHERSTRIP .167 X.300 HIGH 955 7955X FLUSHBOLT STRIKEPI.ATE 938 7938X 2 PT. LOCK STRIKEPLATE 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7832X12FPXP #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 998 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1870 671670 WSTP, .350 RD FOAM FLL. T-SLOT (AMSBURY#32011) 11004A 611004M OUTSWNG THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .085 ( INHOUSE INJECTION MOLDED) 11002A 411002A ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 915D 80380 FRAME JAMB ( OUTSWING) 1010 80300 WSTP.,Q-LON .190 X.375 HIGH 8608 66608M REINFORCEMENT, 1.000 X2.750 X 0.850, 606145 1140 78X112PSATS 08 X1.500 PH SQ A T/S 1048 71048 JAMB SCREW COVER CAP 41721N STRIKE PLATE INSERT 26 1118 27 7070 30 910D 31 911E 32 917 33 1178 34 913A 35 1130 38 990 37 914A 38 39 997 40 1023 41 928 42 1145 43 1212 44 983B 45 984B 46 1213 47 929 48 1139 49 982 50 51 930 52 931 53 1118 54 957 55 1118 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P3OGG 6983 6984 60200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA #10 X .750 PH. FL. SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL SMS TRUSS CLAMP 5/16.18 THREADED ROD 5/16-18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 86 X .500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #8 X.750 PH. FL SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL INSERT (INACTIVE PANEL) DEADBOLTSTRIKE PLATE #10 X.750 PH FL. SMS HANDLE STRIKE PLATE #10 X.750 PH FL SMS ITEM 60 61 82 83 64 65 66 DWG # 92013 92113 91613 1155 998 999 934A POT# 88200 6921 80381 781PQA 7998 7999 81641M DESCRIPTION SIDEUTE HEADER SIDELRE SILL SIDELITE JAMB #8 X1,000 QUAD PN. SMS HEAD GASKETS (STOCKING 070998) SILL GASKETS (STOCKING 070999) SIDEUTE JAMB ADAPTER 67 *12 X 1.000 SHEET METAL SCREW 70 712853K 71 71267K 72 73 92 4222A 988 986 64986 84222 6988 SETTING BLOCK, 3/32" X 1/4" X 1" W/PSA SETTING BLOCK, 1/16" X 112" X 1" WIPSA BEAD, 7/16" BEAD, 318" BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A..90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI- 3/16" HS, .90 PVB, 3116" HS 102 11008A 141106A ACETAL SPACER 295 (INHOUSE INJECTION MOULDED) 103 OFF-THE SHELF DEAD BOLT LOCK .504 -�-{ f+-- 380 3 OUTSWING THRESHOLD CHANNEL COVER 6063 -18 1 - 2.750 -- 1 1� 22 TUBE MULL 6083 -75 Approved ns eoetpoytng with the Florida Bodin. Coda Rote ie. NOM - a77r4~�r Mad Dodo Product 1. ( u,1.. Arad* DON An61m XI( Ra"oe FX 'r�Me FJC big 8114A9 Realm 8 AwYArC .4 NOCNAN8E7HI98N1rET. Deka 122/07 O',sue"ete J.J. AODREN1031211AD80LTAND 'INACOVEPANELONLYAORB/Il. am/D7 1 1070TECHNOLOGY DRIVE AroxaDa, F 34278 tjtstlX1SZO FL 94274 PARTS LIST moo ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1,2x r.th 6 or 10 auk/ft 11005 -1 B DOOR PANEL TOP & BOTTOM RAIL 8063 -T5 3.655 1.400 1.272 4.726 4.100 1 �1.750� x+-1.750 DOOR PANEL 31 SIDE RAIL 606375 3.111 .550 H T FILLER HEAD ADAPTER 608376 3.000 FRAME HEAD 6083 -T6 1.479 3.000^ -«-I 11 OUTSWING THRESHOLD 6083 -16 4.726 4.100 4.726 082 062 4.676 4.675 a. —L. c) DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .050 683 4.100 1 /'� DOOR PANEL 451 EXTERIOR ASTRAGAL �J 8063 -T5 .683 O3/8" GLAZING BEAD 8083 Tb 7H8° GLAZING BEAD 73 72 6083-T6 �--- -- 3.100 —�� 60 SL HEADER 8083 -T8 61 SL SILL 8063 -18 3.000 r1.480 i 20 DOOR FRAME. JAMB 6083 -T6 S� SL JAMB 808318 SL JAMB 68 ADAPTER 6063 -TB 3T WEATHER STRIP CHANNEL 6083 -T5 3 32 HINGE 6083T5 0.375 25 Approved vs complying e1W the Florida Btu*Uag Code Dare c' -7 IkI lap NOAH Nand 1418 p 1 1.4.A.raade- Ramie" Paw anal* Oar FJC 418107 Paa Mg Dam FJC 8'14407 numHp am FJC 22007 Nubia B NO CHANGE THIS 9HEET.. A AOD IVOR' A: MEA120 OlAS9 BEIM 70Iid3W3 31.44.48662 J.J. DOW sow 1070 TECHNOLOGY DIME P.Q. BQX 1528 Nal0M18. 8.9@74 3c;r EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT aelotailit Bab Mtn 1/2x 7 s 7 Daman. B r4L Clark, P.E. PE SRi9712 Structural w s HEAD I ZONE "C" JAMB ZONE °A" z N m SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD f-ZONE.„F„---t--ZONE -I OXO SILL - }-- ZONE'7°�O E-} SEE TABLE 7.. SHT. 9 NOTES: HEAD HEAD �{ ZONE "D "ZONE "D" I xx SILL SILL ZONE "D'' ZONE "� SEE TABLE 4., SHT. 9 S HEAD I ZONE "E"_L 0 SILL ZONE "E" SEE TABLE 5., SHT. 9 OHEAD HEAD t EXAMPLE ZONE "D"tZONE "E" ANCHORAGE SOLUTION / XO OR Ox ILI O m PLUS; FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. SILL SILL ZONE "D" ZONE "E" SEE TABLE 8., SHT. 9 HEAD HEAD __1_.zoNE1 HEAD HEAD I ZONE "D"�ZOHNED"F" tZ? 1 zON ZONE `F' I } JAMB ZONE "A° 1 / OR \\ OXX AA x AA \ \\ } JAMB ZONE °B" } <)0(0 \\ '/ SILL I ZONE 'D"�— ZONE "F"ZNE-4 SEE TABLE 7., SHT. 9 B. 71 3/4" x83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4)TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL I-ZOE� � ZONE 4 ZONE SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3411 UNIT, 71 3(4 W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8 MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. HEAD & SILL OF SIDE IJTES: 8° MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTMES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approvwi as turn+; j•ag,vtth tiro Florida 13u6ella Chile ,.., flab 43ar 400 *Huai Data Product -tai, I. (44,4- Rowdily: as: aw"elap FX 11.0d� ILK FJC a f�rYhow A arcked* J.J. AOMINOS THIS A T. TOE YLPANCH RZONEFROAr'G'TOIV AOBA TYPFB 7I 1070 7ISZNINILOOY DRAM NOWAK FL SOTS PICT PAZ BOX INN lam; FL 374 Vlsibly $ ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Solleillft Bub % Fow NTS 8 s 10 11005-1 A *—,1A C A A /// oxx0 AA x AA \ \\ .. .. : { JAMB ZONE "B" } -JAMB i C < \ \ / / ��e. V v. v vv It Y SILL I-ZOE� � ZONE 4 ZONE SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3411 UNIT, 71 3(4 W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8 MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. HEAD & SILL OF SIDE IJTES: 8° MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTMES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approvwi as turn+; j•ag,vtth tiro Florida 13u6ella Chile ,.., flab 43ar 400 *Huai Data Product -tai, I. (44,4- Rowdily: as: aw"elap FX 11.0d� ILK FJC a f�rYhow A arcked* J.J. AOMINOS THIS A T. TOE YLPANCH RZONEFROAr'G'TOIV AOBA TYPFB 7I 1070 7ISZNINILOOY DRAM NOWAK FL SOTS PICT PAZ BOX INN lam; FL 374 Vlsibly $ ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Solleillft Bub % Fow NTS 8 s 10 11005-1 TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" • 25.50 TO 37.60 A,9,0,D 2,3, WOOD 1,Z OONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC TABLE 6.0 SIDE LITE GLASS TYPE ANCHOR TYP SUBSTRATE 2.3. WOOD A. 5.0.0 1,2. CONC WIDTH x Ht 25.50 x 79.7 83.75 87.75 91.7 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.78 83.75 87.78 91.76 95.7 31.50 x 79.75 83.76 87.75 91.75 95.75 33.80 x 79.76 83.75 87.75 91.76 95.75 35.80 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 x 5 5 6 5 8 LOAD ZONES b Lis DOOR WIDTHS %O( - 47.76 TO 71.75 2 2 2 2 2 7 4 7 4 7 4 7 4 7 4 2 2 2 2 2 3 3 3 3 3 WIDTH x HT. LOAD ZONES 47.75 x 79,75 4 83.75 8 87.75 5 91.75 5 95.75 6 2IL 13 al' gigh gigs al40 0101 3 8 4 2 3 4 7 4 2 3 4 4 4 5 5 5 6 8 5 5 8 6 6 5 6 6 6 7 6 6 6 7 7 6 8 6 7 7 6 6 7 7 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 7 4 7 4 7 4 7 4 7 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 10 4 8 4 8 4 8 4 10 4 10 4 8 4 8 4 8 4 10 4 10 4 8 4 8 4 10 4 10 4 10 4 2 2 2 2 2 2 2 2 3 3 3 5 8 3 3 5 61.75 x 79.75 8 83.75 6 87.75 5 91.75 5 95.75, 6 55.75 x 79.75 5 83.75 5 87.75 5 91.75 8 95.75 59.75 x 79.75 5 83.75 8 87.75 6 91.76 6 95.75 6 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 5 5 3 6 5 5 5 3 5 6 5 5 5 6 5 5 6 5 5 5 6 5 63.75 x 79.75 5 83.75 6 87.75 6 91.75 6 95.75 7 67.75 x 79.75 6 83.75 6 87.75 6 91.78 7 98.75 7 71.75 x 70.75 6 83.75 6 87.75 6 91.75 7 95.76 7 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 6 5 5 5 6 6 5 6 5 8 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3, 7 4 2 3 7 4 2 3 7 4 3 5 7 4 2 3 7 4 2 3 7 4 2 3 7 4 3 5 8 4 3 5 8 4 2 3 8 4 2 3 8 4 3 5 8 4 3 6 8 4 3 5 8 4 2 3 8 4 3 5 8 4 3 5 8 4 3 6 10 4 3 6 8 4 3 5 8 4 3 6 8 4 3 5 10 4 3 5 10 4 3 5 8 4 3 5 9 4 3 5 9 4 3 5 10 4 3 5 10 4 3 5 LOAD ZONES "0"- 10.78 TO 38.7 WIDTH x HG o 0 O `O 10.78x79. 4 1 4 1 83.7 4 1 4 1 87.7 4 1 4 1 91. 4 1 4 1 95.7' 4 1 4 1 TABLE 6. XO & OX GLASS TYPE ANCHOR TYPE & SUBSTRA >> "9C" - 26. TO 37.5 A, 8, C, 0 2.3, WOOD 1$CONC TABLE 7. OX0 mg, OXX & oxxo GLASS TYPES A, 9, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1, CONC SIDE LIE WIDTH x H1. O 10.76 x 797 ' 4 83.7; 4 57.7= 4 91.7'. 4 95, '' 4 0 2 2 2 2 2 LOAD ZONES 12.75x79. 4 83.7•" 4 87.7• 4 91. 4 96.7 4 2 4 2 19.00x79. • 4 83.7• 4 87.-, 4 91.7 4 95.7' 4 2 2 2 2 2 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 12.75 x 79. ; 4 83.76 4 87. . 4 91.7' 4 96.75 4 19.00 x 79.7 ' 4 83. 4 87.'4 91.7 4 95.7. 4 2 4 2 21.75 x 79.7': 4 83. 4 87.7' 4 91.7 5 95.71 6 2 2 2 4 2 4 2 4 2 2 4 2 2 2 4 2 4 2 21.78 x 79.7. 4 83.7 •'. 4 87.7: 4 91.7' 5 95.7' 5 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 27.78 x 79. • 5 837.. 5 87.7=•. 5 91. 6 95. 6 2 4 2 2 2 4 2 4 2 2 4 2 36.13 x 79.7 6 83,7'' 8 87.7 • 7 91.7 7 95.7' 7 2 3 4 2 4 3 3 4 3 3 4 3 3 4 3 3 36.75 x 79.7. 8 833' 6 87.7'. 7 91.7+ 7 95.7• 7 FJG FJL asw.ep FJC Aft M8N7 DaNe RM4AT Mier 2/2207 Aorkixav 6 NO CHANGETIIIS &IEEE A,seax Ar0,118OOIE APTAIAZ8717 7ARLE4, "D: CMI9ASHTAW.E4,T16102O TI A 'D'1D"D"AVDCatiAYREFERENCE AODt29'TOA3JOtOR17PEa L9 J.J. J x/07 I 3 3 3 3 3 10707E6OiOLODYDNYE NOKOM11 FL34278 P.a 8(3(1S NOKOMIa FL3V 4 4 3 4 3 4 3 4 3 4 3 4 3 27.76 x 79.7. 5 83.7=+ 5 87.7 91.7. 6 95,7': 8 3 3 3 35.13 x79.7•. 8 837. 6 87.75 7 91.7. 7 95.7. 7 3 3 4 4 5 6 5 36.76 x 797'' 8 83. • 6 87.7. 7 91. 7 95.7. 7 P cJi: T/JsYbiy Sara► 4 4 5 5 5 iu • t x O O 4 2 3 4 2 4 2 S 4 2 4 2 2 4`2 4 4 2 J 42 itc E 4 2 4 2 _ 4 • 2 2 4 • 2 42 91 4 a' 4 2 4 2 g 4 2 s 4 2 4 4 2 s3 4 3 m 4 3 F 4 3 C 4 3 t 4 3 IX 4 3 0 4 x 43J 4 3 4 3 4 3 4 3 4 3 • • s pow VVOIHS "7(" - 25.80 70 37.50 ")OP - 47.75 TO 71.76 LOAD ZONES BIDE UTE WIDTH x HT. 10.75 x 79.75 83.76 87.75 91.75 95.75 I 0 0 14 12.75 x 79.76 83.78 87.75 91.78 95.75 1 00 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 m 4 2 4 2 8 4 2 4 2,N 4 2 4 2 4 2 4 2 4 2 4 2 a. 42 19.00 x 79.75 4 3 1 83.75 4 3 87.75 4 3 x 4 2 91.70 4 3 a 4_ 95.76 4 3,V 4 2 21.75 x 79.75 4 3 ci 4 2 83.75 4 3 0 4 2 12 87.754 3.4 4 2 4 91.76 8 3 a 4 2 g 95.75 6 3 e4 4 2 '4 27.75 x 79.76 5 3 p IppI 4 2 83.75 3 3 r 4 2 87.7ft 6 3 31 4 2 21 91.75 6 3 8 4 3 1 95.7 8 3 4 3 36.13 x 79.78 6 4 3 83.75 6 4 4 3 87.75 7 8 8 4 3 91 ;5 7 6 m 4 3 y. 95.75 7 6 gx 4 3= 3 8 . 7 5 x 79.75 6 4= 4 3 V 83.75 6 4 : 4 3 'a 87.75 7 8 B 4 3 91.75 7 6 4 3 95.75 7 5 4 3 x O 2 ANCHOR QUANTITYLOADZONE TABLES APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRYANCHORS 3.812 SCREWS (G5} 4. ENCIRCLED ANCHOR QUANTITIES Ito TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. ADDru'ed . c' mplylag wilt the Florida a - -- Code L pp NGA8 Dade P0444 B isc..) t. LI.gk.L ALL& FRENCH DOOR & SIDELITES, IMPACT MN NA 9 a 10 I 11005 B RobeY'LClark P.E. pE#311712 Structure! 2X WOOD BUCK NOTE 2 3.41(51 MIN. CONC. 1 3 1 8 " ; ; MIN. EXT. 1X WOOD BUCK, NOTE 2 114" MAX. IE. WOOD • ANCHOR SHIM • - TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/8- MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT WOOD BUCK NOTE 2 3/4• MIN E.D. 1 3/4"....1 MIN E.D. I 3/8" TYPE 1 1 3/4" 'TYPE 2 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4" MAX. SHIM 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4" TYPE 2 (CONC) 1/4' MAX SHIM 1/4° MAX SHIM H 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC1 1 3/4' TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.41(81 MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8* MIN. 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 3/4" MIN. E.D. 11•11M1,11,131ii/1411:1111.. JIL 4• • 4 3/4" MIN. E.13. • • 1(8 WOOD 1.6 KSI CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 4116111,1 , E.D. 11111111 1.6 KSI MIN. CMU OR 3,41(81 MIN. CONC. • 1 3/4" MIN. E.D. .6111=1* DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT 1/4" MAX. —4 SHIM 318" MIN. CONC. ANCHOR, NOTE 1 NOTE 3 1-1/4° MAX. .1„;.. 1 3/8" TYPE 1 1 3/4" TYPE 2 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK NOTE 2 1/4' MAX SHIM CONC. ANCHOR, NOTE 1 3.41(81 MIN. 3/4* 3.4 KSI . t 2X WOOD BUCK, NOTE 2 IN. E.D. MIN. CONC 2X WOOD BUCK, NOTE 2 CONC. DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) ; on, • :re MIN. ED. – SIDE LITE SILL (CONC) 1/4" MAX SHIM 3/8' TYPE 1 • I 3/4" TYPE 2 • NOTES: 1, FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 13/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, 05 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1318" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2* THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approval as torolk:uu ito Florida %%Wag Oulu Dare a.je2z242,10Zi> NOM .- Irdbrati Da& Plativet Control CL sower Ansi* P.K D.* WNW Ifsatral a NO GRANGE DEE MEET. Dam* FJC 8114101 Daft 22E411 kabisima A CberAKOZ0 J.J. SPED TYPE 1 EH OWED a cora DETAA& SPEGS TWEE 49 ON WOOD DEM& ADO AAT2HCR TYPES TOROTH 1. 6/21/07 aft 1070 TECHNOLOGY ORME NODDLE& R.378 10.0. BOX Me NOME‘E. R.3674 ANCHORAGE DETAILS Abst ETIGIT- ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better e 4 d " ' " aw'r R'.6 iftelgill FM01 NTS 10 0 10 11005-1 III L Clark, P.E. PE #39712 Structural MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06123 /05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. RECEIVED° JAN 062 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING EST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 .maimidade.Eov/buildingcode NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS I. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo. e •h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 , .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 054208.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex TIIG Clear or colored Interlayer" dated 05 /04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th es C -740 Aluminum Casement Window — L.M.I., approved , 0,, 3/06, ex •'� f� ; a . 5/22/08. E -2 Manuel P P.E. Product Contra iner NOA No. I : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS } x } 0 } x 0 x } x } 0 } x x 0 x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 318" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. Li F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR °XX" CONFIGURATIONS SEE SHEET 6. F. FOR 1 -1 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR i44 "XOX" & °XO° OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO° & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED UTES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LJTE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID-SPAN 0 SEE SHEET 13 FOR APPROVED ANCHORS. 1/4' TAPCONS OR 1/4" 554 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. PRODUCT REHF.6VE'D nom" lt'^ Zvk§ swe raids R°6ain1'ah A-Fo Cal RerstBe DOC anaaar FX 325109 B ADD 13M8"1.G. & MOVE GLAZING DETAILS TO SHEET 2 R,485 a". F.X. 7/10/09 Ramear F.K. ar F.K. law stow C NO CIMNGE THIS SHEET Deer 62305 toacnc OtOe 12/17/02 Otealwar ADO 71PHT., GLASS TYPES F AND G. REVISE ANCHORAGE Dtb: 1070 tEpHNOLOGYORIVE NOKC*41& FL 94276 F.O. BOX 1529 NOKOMIS FL 34274 �FNOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT VLi161y Better Star law* ~ Ito "o: CA -740 NTS 1 1 a 13 7045 -8 D (/2(/-5' Lucas A. Turner, F.E. PE ts8201 Meahankat ® 1/8* ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED GLASS I'-- 1/8 HEAT STRENGTHENED GLASS p 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - .65" NOM. GLASS BITE 5/16' LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS er F.K 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT 1— STRENGTHENED GLASS .65" NOM. GLASS BITE By. F.K "oa"ey. FJC Dab: 7/18103 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL PRO0L'Cr +aft:51,V= Ratio Rinagoar C REDRAW GLAZING DETAILS &ADD war to. NO CHANGE THIS SHEET Br F.K. Win 6/23/05 yaw 03/25/03 Iterlabsaw u.cmer. ADD 13H8'LAMI I.G. W /7/161.AM! 8 CORRECT Ear LAM DETAIL oar.: 07NOKOMI 8.342 8 Pc �T NOr-CMIS, FL 34 DR P.O. BOX 1828 NOKOMIS FL 34274 Vbtbly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT saysmmen amrz ' Etsm Omrpra CA-745 NTS 2 a 13 7045 -8 Lucee A. Trmma, Pk. PE 858201 MecheNepi CENTERLINE 1 1/2" 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL. TYP. (2) 13" MAX. O.G. 4" MAX 4° MAX, —� SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX -- DAYLIGHT OPENING 7 ANCHOR LOCATION TYP. 4" MAX. 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 0° MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. 4" MAX. F . I 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 30° MAX DAYLIGHT OPENING / / Y X \- \ / p �. \ � > / 13" MAX. O.G. �- 37" MAX' I 60" MAX. FIXED VENT TYP. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 1 1 1 141!2" MAX. Q.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION '"A" - • "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 76" MAX. HEIGHT FJC 312503 Rowley. F.K. es FJC iterimer a CHANGE SHEET NO. REFERENCES Dam 7/10103 amebas: c Coma sr. a": F.K 12/17/02 Revoke" WOW. sy. ADD HINGE LOCATION DETAILS CHANGE MAK HT. 7 D 75' AND MAX 01.0 70 69' 1070 TECUNO100YOR7'E NOKOMIS, FL 34275 P,0.80X 1528 NOKOMIS, P. 34274 "XX" & "Xox"ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT meKamodo CA-740 NTS trdee 3 « 13 ana°w 7046-8 Lucas A. Turner, P.E. PE 558201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MUD -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4' Ir____ 4" MAX. -I I- ELEVATION "D" - (SEE SHEET 5 FOR PRESSURES) -37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 4" MAX. 30" M' 53" MAX. DAYLIGHT -"- DAYLIGHT OPENING OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. L ELEVATION "E " - "O" (SEE SHEET 7 FOR PRESSURES) MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION / >\-----TL / 69" Is DAY OPEI 4° IAAX. GHT HNG 76° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) �- -13" MAX. O.C. 37" MAX. VENT 60" MAX. FIXED SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT mot= MOND tEvinthe 4 ; -'1 1 By /if __ -r, Osym Mkt 3125103 bate 6123/06 fteMans C 7/10/03 F.K. Re Marts CHANGE SHEET NO. REFERENCES ADD FENCE DETAIL & HINGE LOCATION NOTES CHANGE OW HT. TO TS°AND MAX DLO TOOT oar 12/17/02 Mem My Oohs 1074 TECHNOLOGYORNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 rGT. "X", O ", XO" & "OX" ELEVATIONS ttt ALUMINUM CASEMENT WINDOW, IMPACT SomotbSet CA-740 NTS Ns* m."ua 4 a 13 7045 -8 D Lucas A. Tune, P.E. PE 688201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /81 -IS) B. 5/16" LAW (118 "HS,.090,1 /8"HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1/8 "HS) X° 'WIDTH HEIGHT 28 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PCS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS/ 74.0 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -89.6 70.0 -86.3 70.0 -842 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 26112 - A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0. -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 - 69.9 69.9 -67.8, 67.8 -66.2 662 - 65.0 65.0 - 63.7 83.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 9040 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 - 90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68A - 63.9 63.9 -80.0 80.0 - 58.6 58.5 - 56.2 562 - 53.4 53.4 -51.3 51.3 - 49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7G,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 74.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 45.6 45.6 - 43.9 43.9 -422 422 B,E - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0, A - 75.0 70.0 - 75.0 70.0 -75.0 70.0, 75.0 70.0 - 65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 - 48.6 48.6 -452 45.2 . -42.4 42A B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 44ii Pbekb A -75.0 70.0 -76.0 70.0 -75.0 70.0 70.4 70.0 90.4 60.4 - 54.3 54.3 -51.1 51.1 r -47.9 47.9 - 44.8. 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0ale 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 48.4' - 43.5 43.6 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .. ‘/' i+3 h3c 4 ., WM TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL-3587 GLAZING OPTION: C. 7/16" LAMI (3M6"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1 -90.01 70.0 PRODUCE MEWED as �°'� e° F�rTds TABLE 2A. 'X° WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8"A,AIR SPACE,7116" LAMI -W/ 3116 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: Q X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Z-- [ V�G 1 lame A. Turner. P E. F[rteaha 2OII rraaesx FJC flat. 3/25ro3 B ADO GLASS TYPE E TO TABLES 1 S 4 1070 TE'CNfJQLOGYDRNE 0 T ECKNS FL 34275 P.O. BOX 152 NOKOMIS, F7.34274 T. PRESSURES- X CONFIG. WINDOWS ra" ALUMINUM CASEMENT WINDOW, IMPACT Ansel* FX Deis 7!10/03 Is"n,mn. C NO CHANGE THIS SHEET "°�'� FX °°° 8/29105 0 NEVISEANCHOIS B•ADD PP HEIGHT OPTION OraPK. F.K. a12 12/17/02 eI"cta4ay. Oa°: 1 V$ibiy Batter sesmmn CA-740 NTS aere r 13 5 " 7045-8 D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL-3582 "XX" GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8°HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 POS NEG POS NEG POS NEG POS NEG P08 NEG POS 37 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -75.0 70.0 -87.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 - 63.0 83.0 -80.8 60.8 -58.0 58.0 60 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .-68.4 68.4 - 63.9 63.9 -60.0 60.0 - 58.5 58.5 , -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 72 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 60.4 -54.3 54.3 -51.1 51.1 - 47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39,7 74 A -75.0 70.0 - 75.0 70.0 -73.7 70.0 -67.9 87.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 48.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 118"HS,.090,118 "4S) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH T-75.01 70.0 TABLE 5. XX" WINDOWS TEST REPORT: FTL -3580 eaowCra • sistri the . �1 -tl.ai GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3116"HS) ALL "XX" SIZES UP TO 74" WIDE x 63° HIGH 1 -90.01 70.0 TABLE 5A. XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090.3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7/16" LAMI -W/ 3/16"A,.090,3/16"HS) ALL XX" SIZES UP TO 74" WIDE x 76" HIGH T55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 1S LIMITED TO 69.6 P.S,F. Algol 87. Oar bider ReriAms FK 8,23/06 O 0p• pa: F.K 12/17/02 Rawsions 0 REVISE ANCHORS 8 ADD TABLES 78 WEIGHT OPTION Oloetedep sew 070 TECHNOLOGY DRIVE NOKOMIS. FL 94276 P.O. SOX 1622 NOXOMIS', FL 34274 PRESSURES- XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT VL,Th y Better CA-740 Sea* ft= Dasantlia NTS 1 6 m 13 1 7045 -8 D IL''2!,/e'S Lucas A. Turner, P.E. PE #511 Mechankal COMPARATIVE ANALYSIS TABLE 8. %O" OR "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/15" LAMI (1/88A,.090,1/8"HS) "XO" WIDTH .XOX" WIDTH HEIGHT 28 ' 31 38 38 3/8 43 48 50 5/8 64 r 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEC POS NEG P08 NEG POS 'NEG POS 37 551/2 A -75.0 70.0 454 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 • 531/8 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 - 67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 87.7 - 84.9 64.9 - 82.7 62.7 - 60.4 60.4 80 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -68.4 68.4 - 63.9 83.9 -60.0 60.0 - 58.5 58.5 -56.2 58.2 - 53.4 53.4 64 98 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -86.4 68.4 - 58.2 582 - 55.6 55.6 -52.5 52.8 -49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 61.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -80.4 60.4 - 54.3 54.3 51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 422 - 39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 , - 62.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 1 3 X 1 3 O 1 3 X O O X TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/18" LAMI (1/81HS,.090,1/8"HS) E. 13/16" LAMI (1/81HS,318" SPACE,5/18° LAMI -WI 1/8"HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES LIP TO 74" WIDE x 63" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "X0' or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAMI (3/16°A,.090,3H8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL 1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1 -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3.1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116°A,.090,3/161HS) F.13/18" LAMI (1 /8"A, AIR SPACE,7/18" LAMI- W/ 3I16 "A,.090,3116"HS) A ALL "XO° OR °OX° SIZES UP TO 74" WIDE x 78° HIGH AND ALL "113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH r_55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELC01 /4" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. per FJC Oda 3/25/03 Resestiver 8 ADD GLASS TYPE E TO TABLE 9 Raw FJC ax FJC ney„ax Date F.K. 12/17/02 0 7/10!03 Rreaforat C Doc Rorisbeor OsOmo e,c NO CHANGE TH18 SHEET CHANGE ANCHORS AND ADO 78" HEIGHT OPT ON Dole, 1070 TECHNOLOGY DRIVE NOKOMIS, 9134275 P.C. Oqx 1529 1101955418, F1 34274 PIGT Visibly Better PRESSURES- XO, OX, & 1/3- 1/3- 1/3XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Salevitbdet CA-740 NTS 8 8 m 13 7045.8 Z Cz tlam,„,( en- Lucas A. Turner, PP ' PE 858201 ASeotreNCal COMPARATIVE ANALYSIS TABLE 11. '%O" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: F7L -3580, FTL -3562, FT .3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (118"HS,.090,1/8"HS) C.7/18" LAMI (3/18°A,.090,3/18°HS) E. 13116" LAM10/81-IS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.000,1/8"HS) F.13/16° LAMI (1/8"A,AIR SPACE,7118" lAMI- W/3/18°A,.090,3118°HS) WIDTHS %COX' VENT FIXED HEIGHT 26 36 363/8 43 NEG POS NEG POS NEG POS 69.284 19.125 31.014 A - 75.0 70.0 - 76.0 70.0 -75.0 70.0 B,E -75.0 70.0 86.919 24 38.919 C,F - 90.0 70.0 A -75.0 '70.0 B,E -75.0 .70.0 - 75.0 70.0 - 90.0 '70.0 -75.0 70.0 -90.0 70.0 -89.1 89.1 -63.4 83.4 NEG_POS 74 ,1 70.0 -75.0 70.0 -90.0 70.0 -58.5 56.5 95.973 27 42.873 108.649 30 48.649 C,F -90.0 70.0 A 75.0 70.0 B,E, - 75.0 70.0 C F -90.0 702 A 762 70.0 0,E - 75.0 70.0 76.0 70.0 -902 70.0 -60.5 60.5 -75.0 70.0 -76.0 70.0 -90.0 70.0 -57.2 57.2 -78.0 70.0 -75.0 70.0 -90.0 70,. -621 62.1 -90.0 70.0 -53.5' 63.5 78.0 70.0 -90.0 70.0 -50.4 50.4 - 75.0 70.0 - 90.0 70.0 -6451 54.5 115.892 32 51.892 C,F 80.0 70.0 A - 75.0 70.0! -90.0 70.0 -49.9 49.9 8,E 75.0, 70.0 C,F -90.0 70.0 -75.0 70.0 122 33.887 54.627 A - 76.0 70.0 B,E - 75.0 70.0 -90.070.0 -47.3 47.3 -75.0 70.0 50 5/8 NEG POS NEG -64.9 64.9 -80.6 -78.0 70.0 -75.0 -90.0 70.0 -90.0 -50.4 50.4 -47.5 -75.0 70.0 -75.0 80.0 70.0,-90.0 -652 55.2 -52.6 54 POS 60.8 70.0 70.0 47.5 70.0 70.0 52,8 - 75.0 70.0 • -75,0 70.0 -90.0 70.0 -90.3 70.0 -50.7 50.7 482 482 NEG POS NEG POS -56.1 58.1 - 68.1 58.1 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 . 44.1 44.1 -41,6 41.8 60 63 67 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS -5.13-53.3 -60.8 50.5 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 90.0 70.0 -49.1 49.1 -48.2 462 -75.0 70.0 - 75.0 70.0 -87.0 70.0 .81.9 70.0 -44.9 44.9 -42.0 42,0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -90.0 70.0 -90.0' 70.0 -84.7 70.0 -79.6 70.0 73.8 70.0 - 46.8 48.8 -51.3 512 -47.4 47.4 -45.5 45.5 -42.7 42.7' - 76.0 70.0 780' 70.0 -75.0 70.0 78.0 70.0 -75.0 70.0 - 90.0 70.0 -90.0 70.0 -78.8 70.0 -73.2 70.0 - 88.3 68.3 -44.0 44.0 -48.4' 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -90.0 70.0 -392 39.2 ,90.0 70.0 - 552155.0 - 55.0155.0 -66.01 55.0 - 36.8 36.9 -75.0 70.0 -73.8 70.0 -88,4 70.0 - 43.6 43.5 -75.0 70.0 -852 70.0 - 55.0156.0 -41.1 41.1 -75.0 70.0 -55.0155.01-55.01 55.0 - 77.2 70.0 -73.1 70.0 -5511155.0 -40.1 401'-38.0 38.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 55.0188.0 -55.0155.0 -89.7 89.7 -88.3 88.3 -40.7 40.7 -38.6 38.5 - 78.0 70.0 76.0 70.0 - 63.1 63.1 - 55.0165.0 -38.6 389 - 73.2 70.0 - 55.01 55.01-52.21622 61.4 61.4 -58$58.8 - 55.0155.0 39.5 -37.5 37.5-45.7 35.7 -64.8 842 -39.5 -75.0 70.0' - 75.0'70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 - 50.9160.9 - 47.7147.7 123.13& 34 55.135 C,F -90.0 70.0 A 76.0 70.0 -90.0 70.0 - 48.8 48.8 -90.0 70.0 -85.8, 70.0 44.0 70.0 - 89.4 804 - 84.7 64.7 -43.8 43.6 -47.9' 47.9 - 44.3 44.3 -42.4 42.4 -41,1 41.1 - 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -900 70.0 -85.0 70.0 -73.1 70.0 48.8 88.8 .64.1 84.1 - 42.6 42.6 48.7-46 7 -43.1 43.1 41.8 41.6 -402 402 -61.0 81,0 - 58.4 68,4 128.000 34.791 58.418 9,E C,F -90.0 70.0 A _75.070.0 B,E -75.0 70.0' -75.0 70.0 -90.0 70.0 -45.5 45.5 -75.0 700. C,F -90.0 70.0. 130 36.886 68.209 A ,-74,4 70.0, B,E -75.0 70.0 C,F - 90.0 70.0 •L 130.378 38 58.378 A -74.3 70.0 -900 70.0 -432' 43.6 - 75.0 70.0 -90.0 70.0` -43.5 43.5 -76.0 70.0 78.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 - 82.8 70.0 -71.3, 70.0,---87.0 87.3 -62.5 62.5 -412 412 48.11 45.1 -41.51 412 -404 40.4 - 38.9 38.9 -39.3 39.3 -37.3 37.3 75.0' 70.0 74.6 70.0 -60.5 60.5 -57.9 67,9 - 38.738.7 - 36.936.9 75.0 70.0 -73.7 70.0 -55.7 55.7 -82.11 52.1 -35.5 35.5 -71.0 70.0 - 55.2 552 - 51.5 .181.5 - 35.0 35.0 -70.1 70.0 - 47.7147.7 - 44.6144.8 47.21 47.2 - 44.0144.0 - 592 692 -68.5 56.5. - 53.8. 83.8 - 50.1150.1 45.81 45.8 - 43.0143.0 -75.0 70.0 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 B,E 75.0 70.0 -75.0 70.0 134 37 60 C,F -90.0 70.0 A 729 704 B,E -75.0 70.0 -80.0 70.0 -42.2 422 -75.0 70.0 -90.0 70.0 -79.9 70,0 .89.3 69.3 -65.3 65.3 .80.6 60.6 41.0 41.0 -45.0 '45.0 -41.4 41.4 40.3 40.3 -35.8 38.8 -75.0 70.0 -78.0 70.0 -75.0 70.0 75.0,700 -75.0 •702 -90.0 70.0 -79.6 70.0 -89.1 69.1 - 85.1 65.1 -60.5 60.6 - 39.7 39.7 - 43.5 43.5 - 40.4 40.4 -39.2 392 -37.7 37.7 - 37.7 37.7 - 38.2 362 - 75.0 70.0 -72.4 70.0 -57.6 57,6 - 54.7 54.7 - 37.6 37.6 -38.1 38.1 -75.0 70.0 -72.3 70.0 - 34.3 34.3 -68.6 68.8 -51.9,51.9 �48.1J 48.1 -34.3 34.3 48.5 68.5 - 43.9143.9141.9141.9 - 57.4 87.4 -54.6 64.8 -51.7 81.7 - 46.0( 46.0 - 43.6143.8 - 41.8141.8 - 36.7 36.7 - 35.5 35.5 -33.7 33.7 -75.0 70.0 - 78.0 70.0 -75.0 70.0 - 75.0 10.0 - 76.0 70.0 -73.3 70.0 -71.0 70.0 .67.4 874 C,F -80.0 70.0 -90.0 70.0 - 90.0.70.0 -77.1 70.0 - 67.3 6772 - 83.3 63.3 - 59.1 59.1 -68.9 58.9 -53.0 53.0 - 50.0 50.0.,.-46.31 46.3 42.8142.8 - 40.8140.8 "XO" & °OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & °XOX° UNEQUAL LITE WINDOWS TEST REPORT: FTL 8580, GLAZING OPTION: D. 7/16" LAM (3/11711S,.090.3/18"HS) ALL .XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH AND ALL "XO" or "OX' SIZES UP TO 97° WIDE x 133° HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH 1-90.0 70.0 TABLE 124. °X0° or "OX" & "'COX" UNEQUAL LITE WINDOWS TEST REPORTS: F II-- -3580, FTL -4807, FTL-4608 GLAZING OPTIONS: D. 7118° LAMI (3/18°HS,.090,3/18°HS) G. 13/16° LAM1(1/8°A,AIR SPACE, ? /18" LAMI -W/ 3118"HS,.090,3/16"HS) AU. "XOX" SIZES UP TO 134° WIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FOXED WIDTH AND I -55.01 56.0 ALL °XO° oe °OX" SIZES UP T8 97° WIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FOXED WIDTH 1 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR ® 114° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.P. Kew Sr Orate Reams Fx 3126103 B ADD GLASS TYPES 70 TABLE 1f Wand b* ReaTaa Fx 7/10/03 C NO CHANGE TH13 SHEET Render at. aaxr -m F.K. 6123!08 D CHANGE ANCHORS AND ADD 78° HEIGHT 0P7iON 2..* OWN OINAZ ST save F.IC 12/17/02 1070 TECHNOLQGYORIVE' NOKOMISS. 71.34275 P.O. SQX 1529 NOKOMIS, FL 34274 �t 1/Lst6[y Fate, x O x UNEQUALLJTES x O UNEQUAL UTES O x UNEQUAL LTTES 0,: • 1/1... 41P PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT s eman 0WUa r NTS� emx 9 m 13 04•740 o�aW° 7045.8 Rar D 1E72 Vor Lunen A Turner, P.E. PE058201 Memlantoel REFERENCE "XO" & °XOX" FRAME ASSEMBLY DETAIL SHEET 11 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q • l —•-I MAX. VENT DAYLIGHT 0 OPENING �J (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 000 Lip REFERENCE °XX°FRAME ASSEMBLY DETAIL, SHEET 11® MAX VENT ': •' I Goo DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (S HT. 3) HORIZONTAL SECTION - XX pgMe�rcraev mce• ►� 8 MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X eRODUCr RBAIEWE ese Resift l."-*;," 2,03 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT wader tad FX 32503 wader. Dad X. 7f10N3 a Rafatorts C SHOW TOP HINGE CHO BHT. NO. REF. AND ADO ITEM89 ADD 1318'La,. GLAZING BEAD ITEM wmd F.K Dear F.K. � ro5 7/02 w.w aea.der: DLLs 10701EC 6YOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1523 NOKOMf3, FL 34274 Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT DA-740 NTS a 13 7045-8 Lucas A. Turner, FE- PE 103204 Mechanical #12x1 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 FRAME ASSEMBLY 13 O.C. . MAX. X. SMS W! (2) SCREWS TUBE, MAIL: 6063 -T6 j 3" APART AT MID-SPAN "X FRAME JAMB "X" FRAME JAMB irl - 1 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X FRAME JAMB #12x1 PH TEK SMS 13" MAX O.C. WI (2) SCREWS 3" APART AT MID-SPAN "O" FRAME JAMB "XO" & "XOX FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL 11_0[J.,E #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A .095 "3 CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" L.2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A Roadar talc F.K. 3/7503 Dam FJC 7710/03 B NO CHANGE THIS SHEET mm"ara C NO CHANGE THIS SHEET F.K term F.K 6/73/05 aaxrbar O ADO 1EM89 bets 12/17/02 tnedee ex Oa= 1070 TECHNOLOGY DRIVE p EXTRUSIONS &ASSEMBLYDETAILS Nom' F`— ALUMINUM CASEMENT WINDOW, IMPACT P.O. BOX 1529 NOKOMIS: F7.94274 Vtstbt7 Better smite* Asebeft. NTS 11 m 13 7045.6 it�2t /0Sr Lucas A tamer, P.E. PE 08201 Mthtlrat PARTS LIST ITEM DWG # POT. # DESCRIPTION 1 7002A MAIN FRAME - IIEAD, SILL & JAMBS 2 1155 781PQA 08 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 1/2 •X1/2"X1/8" CLOSED-CELL FOAM TAPE 5 7003A SASH- TOP, BOTTOM & SIDE RAILS 6 1155 78LPQA 68 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER REY 9 7024 MAXIM POI NT:IACK 10 7026 LOCK SUPPORT PLATE I1 , 12 610 -24 X.562 PH- PN. TYPE F 7014 13 1157 78X78PPSMS 'MULTI-LOCK KEEPER.(I IL & L3L) 68 X .873 PH- PN. SMS 14 7013 TTE BAR GUIDE Is 7015 TIE BAR ASSEMBLY 16 7028 MAXUM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 68- 32X.375 PH. PN. TYPE B 21 7032 STUD BRACKET (L IL & 22 7858ZA 68 X 5/8" PLT. PHL. SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) TL0xI2FP 610 X.500 PH, I'9II., 30 5/16" LAMINATED (1/84 & 1/8HS GLASS) .090 D IERLAYER - SOLUTIA OR DUPONT PVB 3i 5/16 LAMBNAIED (178HS & USES (IASS) .090 LNTERIAYER • SOLUTTAOR DUPONT PVB 32 7716" LAMINATED (3/16A & 3/1683 GLASS) .090INIERLAYBR - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/1653 & 3/16133 OIASS) .090IN'TERLAYER • SOLUTIA. OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16") 43 44 1224 611,247 VINYL BULB WSTP (THICK) SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PAR/11301M 46 1634 6163K SETITNO BLOCCL 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE- SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB 68X.500 SQ. PK TEX. SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 7123UPPT 1112 I " PIN PHIL TEE• 69 7011 LOCK SUPPORT PLATE 70 7012 LOCISPACER 71 7019 711573 SNAP-ON T BINDLE KNOB 72 7018 7PLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X.750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME • HEAD, SRRL & JAMBS 81 I155 781PQA 68XI QUAD PNOMS 82 7010 FILED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GI.A2INOBEAD (13/16 '].O.) 86 13/16' LG. GLASS (WHS. AIR SPACE, 5 /16'LAMI) 5/16" LAMI= (2)LUBS OF 11611S (SASS WITH AN.090INrERIAYER • SOLUTIA OR DUPONT PVB 87 13/16" I.G. °LASS(U81L4, AIR SPACE, 7 /16IAM1) 7/16 LAND. 3/16A & 3/1655 GLASS WrIILAN.090 INTSRLAYER - SOLU77A OR DUPONT PVB 13!16" LG. GLASS (1B" 18, AIR SPACE, 7/16 "[AML) 7/16 LAW." 3/1653 & 3116118 MASS WITH A1.0901NTERLAYER • SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706' .050" 40 5116° GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" .050" 1.1 L .865" 1 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 QCASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 -� 893" - ---- -.269" -- ►�j�i' -- -172" 670" NIT .050" .569" 0 13116" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 1.124 "( .125' .062" INSTALLATION HOLE COVER MTh: 6063 -T6 DWG# 7007 1 2,701' .093' ()CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Re+4er F.K 3/28/03 Ratteterc 8 ADD 13!18•LG. 01.458 5 GLAZING BEAD 'usual sr F.K. 7/10/03 Rw"b" NO CHANGE THIS SHEET rad°r Daft F.K 829/05 mgr we F.K 12117/02 Resirloar D ADD EOU/V. TO ITEM 44, SILICONE AND ADD ITEMS 07, 88 AND 89 C"dgder "ak: 1070 TECHNOLOGY DRIVE NOKOMI3, ILL 34275 3.0. BOX 1528 NOMAD; 71 34274 PARTS LIST & EXTRUSIONS ra ALUMINUM CASEMENT WINDOW, IMPACT Searoakdat CA -740 NTS Sbair 12 a 13 7045 -8 Lucas A. Turner, A.E. PE 688201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NC1T:4 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM fl A SEE NOTE 1 SEE NOTE 4 1112" �„�• MIN. OPERABLE UNIT FRAME TO WOOD BUCK 11/2' OR MORE THICK 114" MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --1 t-- A SEE NOTE 2 I SEENOTE4 --,-f 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK SEE NOTE 4 A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ---j ASEE NOTE 1 SEE NOTE 4 11/2" (� MIN. . FIXED UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK J11/4" ,F 11/4° MIN. MIN. OPERABLE UNIT FRAME FIXED UNIT FRAME TO CONCRETE TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL. IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. tea: FA 3721103 B CHANCE MS SHEET '14• Br o.� *wow F.I. 7/10703 • C NO CHANGE THIS SHEET Pr i ,,;,, ,;,o,,,a,, ,n> r.,..,,s,, ■ I SEE NOTE 4 _._111/4" .•1 1 114" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. Render F. a...* caw FJG 11/17/02 11 6/2/05 REVI$E NOTES AND REMOVE 3/16' TAPCONS & R14 SCREWS thce40107 OA" 1070 TECHNOLOGY CANE NOKOMIS, W. 30275 P.O. BOX 1529 N0103MM141, FL 34274 Visibly Better ANCHORAGE DETAILS rme ragabga. NOISED 7U16 41 alibNIN No ALUMINUM CASEMENT WINDOW, IMPACT +� smee s� CA-740 NTS NTS 13 ri 13 7045 -8 Luna A Turner P.E. PE 08201 Mers enkal City g' it tit Ohm itel��4`� i � K 3«f ; � w / Utz 11 :»w NOTE: ALL SHEETS MUST BE REVIEWED MIAMI -DADE COUNTY BUILDING DEPARTMENT / V) cQ c (XC) S3 j. Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way), • Miami, Florida 33175 -2474 • (786) 315 -2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI{ -DADE FIRE RESCUE AND /OR DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT YAFmma1D801024Honicipai Putt Applicatioadoc PROVIDE MUNICIPAL PROCESS NUMBER HERE u. o p ° g o D. Job Address /4 / 3/ 4 i /Q / , o c c" , 8 3 Contractor No. R 0 Last four (4) digits of Qualifier No. ®50 i/ 3 a D 62 O Folio L D� 4/ Contractor Name 1.',"4(.._; / 4 L' /L_ •.." Qualifier Name / Lot Block Subdivision PBpg pg Address (02.3 /1/ £ 1 Metes and bounds . City Atpkaidef, State f ! Tip a co ° o 0- [ ] New Construction on I 1 Dhml Only i Vacant Land DI Alteration Interior [ ] Addition Attached [ 1 Alteration Exterior [ ]Addition Detached [ ] Relocation of Structure [ ] Re -Roof El [ ]Foundation Only E 1 Enclosure [ ] Repair [ ]Repair Due to Fire Current use of property Description of Work Sq. Ft. Value 2500 Units FI s of Work SO, 0 6 G PERMIT TYPE MBLD * Category 0.2--' REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ 1 Re -stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner 1 , - _ _ Addres� / ,w�� [ ] MELE City ,./ , , ,. •tae Zip [ ] MLPG _ Phone •J f` ;Z 71 4 / (e 1 [ ] MMEC Last four (4) digits of Owner's Social Security No. 1 1 FIRE PERSON TO PICKUP PLANS f /� //, Name .4, ' . U ARCHITECT! I ENGINEER Nam_ e' ��1.�� - oh Mete/L.) Address Address 4 6/ ,/ J G g f 2cGG City State Zap City State -PJ Zip ii � ) 4 Phone 7Q b 7/2. g I 0 [`7 b Phone o, " 7 V 9 ,.3'%r 4 Uam qw _g g E u a « I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each addition hour in addRion to the review fees. Minimum charge one -hour. 1St Request: Date: 2"d Request: Date: 3`� Request: Date: z ag d o c3rd 1 am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. ft 1- Request: Date: 2"d Request: Date: Request: Date: YAFmma1D801024Honicipai Putt Applicatioadoc BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING - COMMERCIAL MBLD 02 SUB - GENERAL BUILDING- RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK -IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT /EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS /STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS / PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Won= Permit AppliationAoe