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RC-09-423BUILDING PERMIT APPLICATION FBC Citytt444+ 1 silogeg Tenant/Lessee Name Type of Work: ['Addition Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) f0144510 AFIMANDEZ Phone # 2 5071 Owner's Address are Nf. 5 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. tO9 -423 State FL, Job Address (where the work is being done) l2 6 ma • €43 Sr City Miami Shores Village County Miami -Dade Zip 33r 3t FOLIO / PARCEL # Lt 324,6° 01 S — 3 1 Is Building Historically Designated YES NO X Contractor's Company Name PSeaS €4,E44 twit ft L Contractor's Address I 'db e le Al •st.. 3r City ' J l -t Sal State C Zip 331b Qualifier Name Zl/P/ Phone # ICS -3.3s 9 f'2 State Certificate or Registration No. 64 11014 SV Certificate of Competency No Architect/Engineer's Name (if applicable) #44 Phone # Value of Work For this Permit $ 60.000 Square / Linear Footage Of Work: "T'" teration Describe Work: L. S6IT.ut4E. 6117446 4147-461– 0 l 4, "BlAi 000a.5 AND N/o 1I O ulS / AlEL f y?»ScILATfo .JS Ai" v46 AbJO C6114i **** **** *** ******** ** ************ ** ***F ***** ****** * * ** x** ****** **** * * ****** *** CCF $ 'OO CO/CC 5000 Submittal Fee $ Permit Fee $ Miami Shores Village Building Department RECEIVED APR '1 8 Master Permit No. N/A Phone # Phone # W S - 53 S -2i :New ❑ Repair/Replace ❑ Demolition rth» an L "/P-"J Notary $ Training/Education Fee $ I g'o0 Technology Fee $ 45 Scanning $ 61"00 Radon $ DPBR $ 11 ' Zoning $ Bond $ Code Enforcement $ Double Fee $ /Soo Structural Review. $ 60." t 6 v' fry Y /2 O • v. Total Fee Now Due $ 3 a 3 3 1 ! 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 wor or nsation 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 FTP,CTRICAL 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 certifiea ;:: of w ded notice of commencement must be posted at the job site for the fir _'nspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspectio . A ,, , , proved and / e e 'on fee will be charged J d.. • ror Signature Contractor I r k " The foregoing instrument ' a owledged before me this The foregoing instrument was acknowledged before me this "I day of f / , 20lq, by day of 4 i t L , 2019 by iobtv fiD 10 tin who is personally known to me or-wite prnrfn t d who is personally known, to me or who has produced As itl ention and who did tak an oath.' as identification and who did take an oath. el NOTARY PUBLIC: S� g �C ��` APPLICATION APPROVED BY: (Revised 07/10/07) NOTARY PUBLIC: ` � O,ary (teary Public State of Florida / Sign: I ���. Sign: _ �n.,,,ti_..-_ / .... y �e ;N10812010 �: 1 III Print: 1` - /J' :'� Boar Print: RCIfGe• -,g rm&i )kna Paparoni i„ Y Commission #DD685086 My Commission Expires:bp or-- .2010 My Commission Eip : Expires: ."TUNE 13, 2011 BONDED THRU p $ ��k+ k#+ �k* �kSe�k�ak�ls�k+ ��k+ k**** �k*+ k�k�k�k�k�k�k�k�k�k�k�k�ks ksksk�ksksk& �k�k�k�k�k�k�k�ksk* �k�ksk* �k�k�k�ksk�k�Is�k�k +k�R�k�ka��F�k�k�k�k*** ** **** * ** ** * * �k � =k�k�k�***:k*** 770k 6 / 1 14) '' S G 1 ` Plans Examiner Engineer Zoning CONTRACTOR: 11+E- KOA o-31 COW SUBMITTAL DATE: MAI4 3 I x)a.O ADDRESS: ) R ° I3 ST NAME: T (%) )4f S RESUBMITAL DATES 41 PROJECT TYPE: I Kr. }f M ZONING S ' U IMPACT FEES MECHANICAL • INTERIOR REMODEL WALLS REPAIR FLOORS BATHROOM TILE REPLACEMENT WILL CHOSE ANOTHER CONTRACTOR Passed Inspector Comments 6 _z ilf,t 2 fifi't -e- cA ey re . Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled re-inspection fee is paid. until nspection Number: INSP-150120 Permit Number: RC-3-09-423 Inspection Date: August 09, 2010 Inspector: Bruhn, Norman Owner: HERNANDEZ, FRANCISCO Job Address: 126 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PISEES GENERAL CONTRACTOR INC Building Department Comments August 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition/Alteration Phone Number (786)282-9014 Parcel Number 1132060133130 Phone: (305)335-7892 Page 1 of 1 GENERAL CONTRACTOR z To Whom It May Concern: This is to advise that the insulation used on the property located at 126 N.E. 93 St. Miami Shores, FL 33138 with building permit # C -3- 09-423 was an R14 rating throughout. Should you have finer questions, please do not hesitans to contact me at (305) 335 -7812 Sincerely, Roberto Toth Pisces General Contractor, Inc. Certified General Contractor #CGC1509554 Certified Roofing Contractor #CCC1327714 Mani, April 13th 2010 To: Miami Shores Village 10050 N.E. 2nd Ave Miami shores. Fl. 33138 Building Department 2221 N E 164 St Suite 320, North Miami Beach, F1 33160' Phone (305) 335 -7812 roc (305) 948 -5164 Cocoon2 It-Value @ 75°F Mean Temperature Stabilized Insulation Minimum Thipkness (inches) - 30 Ib. bag Product Maximum Net Coverage (No Adjustment for Framing) # INS500 To Obtain a Resistance (R) of: Installed Insulation : ShouldNot Be Less Than: . Thickness After n Settling Maximum Square Feet per Bag Minimum Bags per 1,000 Square Feet ` Minimum Weight per Square Foot (lbs.) R -11 3.06 2.97 125.9 7.9 0.238 R -13 3.62 3.51 100.2 10.0 0.299 R -19 5.29 5.14 60.4 16.6 0.497 R -20 5.57 5.41 56.5 17.7 0.531 R -21 5.85 5.68 53.0 18.9 0.566 R -22 6.13 5.95 49.9 20.1 0.602 R -24 6.69 6.49 44.5 22.5 0.674 R -30 8.36 8.11 33.4 29.9 0.897 R -32 8.92 8.65 30.8 32.5 0.974 R-38 10.59 10.27 24.8 40.3 1.210 R-40 11.15 10.81 23.2 43.0 1.291 R-44 12.26 11.89 20.6 48.5 1.454 R-48 13.37 12.97 18.5 54.0 1.621 R -50 13.93 13.51 17.6 56.8 1.705 R -60 16.72 16.22 14.0 71.2 2.136 The coverage chart is based on settled thickness and a nominal bag weight of 30 lbs. Use this chart for estimating purposes only. Actual coverage will be influenced by job conditions, equipment settings and application techniques. To obtain optimum per- formance from this product, we recommend maintaining moisture content within an 18 -22% range for ceiling applications. This product is not intended for spray - applied wall applications or dry loose -fill applications. You must add water to this product. This attic has been insulated to: The walls have been insulated to: The floors have been insulated to: R- R- R- Insulation has been installed to the R -value indicated efficiency insulation. Made from a minimum of 80% scientifically formulated to deliver greater efficiency materials. R -Value is a measure of resistance to heat flow - the the insulation power. Fkit-kopr above, with Cocoon, the high - recycled materials, Cocoon is per inch than other insulation higher the R- value, the greater If you would like to add mor- insular . to your e, c.ntact your Cocobn dealer. Residence Address: Installed by: Builder Company Name: Builder Signature: Date: Cocoon2 is a registered trademark of GreenFiber © 2006 US GreenFiber LLC. All rights reserved. Printed in USA. PM- 6.3 -12 Rev. C CERTIFICATION Attic: Cocoon2, manufactured by GreenFiber. This is to certify that the attic insulation has been ins lied in conformance with the coverage chart recommends Ins above using bags to cover sq. ft. to obtain an R -value of / . Walls: Cocoon2 Stabilized Borate Formula, manufactured by GreenFiber. This is to certify that the wall insulation has been installed in conformance with the manufacturer's recommendations to obtain the R -value of . Walls and Floors: Type of insulation Manufacturer This is to certify that the wall and floor insulations have been installed in conformance with the manufacturer's recommendations o obtain the R -V lue toted above. Installer Company Name: Installer Authorized Signature: Date: Manufactured in: • Albany, NY • Elkwood, VA • Sacramento, CA • Atlanta, GA • E. St. Louis, IL • Tampa, FL • Charlotte, NC • Norfolk, NE • Waco, TX • Denver, CO • Phoenix, AZ • Delphos, OH • Salt Lake City, UT ial iber ph. 800 - 228 -0024 www.greenfiber.com INTERIOR REMODEL WALLS REPAIR FLOORS BATHROOM TILE REPLACEMENT WILL CHOSE ANOTHER CONTRACTOR Passed Inspector Comments A-c i^ r 7 f/67/.6,) Faile Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: August 09, 2010 Inspector: Bruhn, Norman Owner: HERNANDEZ, FRANCISCO Job Address: 126 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PISEES GENERAL CONTRACTOR INC Building Department Comments August 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP - 149814 Permit Number: RC- 3- 09-423 I Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number (786)282 -9014 Parcel Number 1132060133130 Phone: (305)335 -7892 For Inspections please call: (305)762 -4949 Page 1 of 1 111 0 Soy 13 : t7 PI `' . 1 O 9 8. 7 (IS ■9 . Sea I I I$ : • .14- 16_ SO' t7 t . zo: ?....1: 2Z I$ : JOB: 7073 1 LOCATION SKETCH SCALE 1 "_ ■ LI E. J z T. Lti LEGAL DESCRIPTION:Lots 10 and 11,Block 23,AN AMENDED PLAT OF MIAMI SHORES SECTION NO. ',accor- ding to the Plat thereof as recorded in Plat Book 10,Page 70 of the Public Records of Miami - Dade County,Florida. - GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGV 4) LOCATION AND IDENTIFICATION OF UTILITIES ON ANDIOR AD4 NT T INFORMATION WAS NOT REQUESTED. r ' 5) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE 6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COM CER LED TO: M. RTY WERE NOT SECURED AS SUCH UPdated:May 25,2010 ted:October 28 DATE: February 02,2009 APPUCABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, . ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. SURVEYING, INC L.B. NO. 3333 6187 NW 167 STREET, H5 MIAMI, FLORIDA 33015 305/512-4940 I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, Information and belief, as recently surveyed and platted under my direction, also that there are not above -ground encroachments other than those shown. This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 61G17 -6, Florida Administrative Code, Section 472 -027, Florida Statues. THIS IS A BOUNDARY SURVEY ro D. Alonso Pr tonal Land Surveyor Certificate No. 3590 State of Florida NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL I0 co N PLAN OF SURVEY SCALE 1" = zca' Z95' () e < r h' \I A IA■ SOO te it -33 IIWS Iz 5 0 0 3 to :oe) c I° 3 1 0' GaAs') CAQ) Starv..4‘1k IJ .a. S3`:.* ----..-r A....ARC DISTANCE A/C...AIR CONDITIONING CBS...CONCRETE BLOCK STRUCTURE O.U.L...OVERHEAD UTILITY LINE CL..CLEAR C/L...CENTER LANE RAD...RADIAL ENC...ENCROACHMENT RM.-RIGHT OF WAY... FIP...FOUND IRON PIPE O.H...OVER HEAD W.M....WATER METER C.H....CHORD DISTANCE P/L...PROPERTY LINE CONC...CONCRETE F.H. FIRE HYDRANT UP...UTLITY POLE R...RADIUS U.E...UTILITV EASEMENT A...CENTRAL ANGLE R...RADIUS PL—PLANTER T.....TANGENT C.B.....CATCH BASIN MH.._MANHOLE CLF...CHAIN LINK FENCE W.F.._.WOOD FENCE 3e0+CA 4 tVC VS: '. 0 orvs Com 1 t-to. t4-S6 3 .t�.` .a1 se , sG. INTERIOR REMODEL WALLS REPAIR FLOORS BATHROOM TILE REPLACEMENT WILL CHOSE ANOTHER CONTRACTOR Passed 9 r-�cp Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 149815 Permit Number: RC- 3- 09-423 1 Inspection Date: August 09, 2010 Inspector: Bruhn, Norman Owner: HERNANDEZ, FRANCISCO Job Address: 126 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PISEES GENERAL CONTRACTOR INC Building Department Comments August 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number (786)282 -9014 Parcel Number 1132060133130 Phone: (305)335 -7892 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency • National Flood Insurance Program Important: Read the instructions on pages 1 -9. Al. Building Owner's Nam Francisco Hernan SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 126 NE 93rd. Street Miami Shores AB. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosures) b) No. of permanent flood openings in the crawispace or endosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings In A8.b d) Engineered flood openings? Yes gi No 1,010 5 490 sq In A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 11 and 12,Block 23,Amended Plat of Miami Shores,P.B. 10,Pg. 70,Miami -Dade County,Florida. - A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessoryry etc.) Residential A5. Latitude/Longitude: Lat. 25.86046 N Long. 8b .1948Z W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs ofthe building If the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? Yes ® No B1. NFIP Community Name & Community Number Miami Shores 120652 B2. County Name ' Miami -Dade B3. State Fl. B4. Map/Panel Number 12086CO302 B5. Suffix B8. FIRM Index Date 09/11/09 B7. FIRM Panel Effecctivve/Revised Date 09/11/09 B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A L B16. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. ❑ FIS Profile ® FIRM Community Determined 0 Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ' ❑ Other (Describe) 512. Is the building loo-ate(,h a Coastal Barrier Resources System (CBRS) area or erwise Protected Area (OPA)? [J Yes ® No Designation Date 11 / CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings• ❑ Building Under Construction` ® Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-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 -h below according to the building diagr - am specified in Item A7. Use the same datum as the BFE. Benchmark Utilized DCBM N Vertical Datum NGVD 1929 Conversion/Comments N/A • a) b) c) e) fl 9) h) Check the Top of bottom floor (including basement, crawispace, or enclosure floor) 10 . 4 __. 7 feet Top of the next higher floor 11 . IXJ feet Bottom of the lowest horizontal structural member (V Zones only) N A ® feet Attached garage (top of slab) N/A 1X1 feet Lowest elevation of machinery or equipment servicing the building 11 .....Litio feet (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 10 *-2- ® feet Highest adjacent (finished) grade next to building (HAG) 10 ® feet Lowest adjacent grade at lowest elevation of deck or stairs, including N A . ® feet structural support FEMA 1 =31, Mar 09 See reverse side for continuation. 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. /certify that the information, on this Certificate represents my best efforts to Interpret the data available. / 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑ No Cer Nam Alonso License Number .3590 azaro P Surveyor and M apper YNam ITEC MAPPING AND SURVEYING, INC. eft 7 s NW , 67th Signature City treet # H -5 Miami Stat ZIP C o Date 25 2010 T May (305)512 -4940 3 OMB No. 1660 -0008 Expires March 31, 2012 measurement used. meters (Puerto.Rico only) meters (Puerto Rico only) 0. meters (Puerto Rico only) ❑ meters(Puerto.Rico•only) 0 meters (Puerto Rico only) ❑ meters (Puerto Rico only) Q meters (Puerto Rico only) meters (Puerto Rico only) • Replaces all previous editions IMPORTANT: in these spaces, copy the corresponding information from Section A. Building Street Address (Including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 126 NE 93rd. Street Miami Shores Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Elevation shown on C2E,if any,refers to A/C Compressor Unit Lat and Long aws obtained using a GPS LOcator. -Crown of road elevation:10.25 feet Elevation o est house at rear-10.57 feet. - Elevations shown on C and 023 Are�fr aQuse • Floors not o r w space. Crawl space does not have a concrete nnr groin , '__ Signature Date May 25 , 2010 ❑ Check here if attachments Address Signature . Comments SE ' 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 grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) Is _ ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor (Including basement, crawlspace, or enclosure) is _ Ofeet ❑meters Dabove or ['below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Sectio, n Items 8 and/or 9 (see a es 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet u meters ❑ above or Ubelowthe HAG. E3.. Attached garage (top of slab) is ❑ feet 'O meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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? ❑ Yes ❑ No ❑ Unknown. The local officlal must certify this Information in Section G. The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued orcommunity- 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 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 items) and sign below. Check the measurement used in Items G8 and G9. G 1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by alicensed 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. ❑ 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. ❑ 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 ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments FEMA Form 81 -31, Mar 09 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date • • Telephone Title Telephone Date State ZIP Code ❑ Check here if attachments ❑ Check here if attachments Replaces all previous editions b Building Photographs Continuation Page Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 126 NE 93rd. Street City Miami Shores State Fl. ZIP Code 33138 For Insurance Company Use: Policy Number Company NAJC Ntrnber: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." 3S Q_ApJ INTERIOR REMODEL WALLS REPAIR FLOORS BATHROOM TILE REPLACEMENT WILL CHOSE ANOTHER CONTRACTOR Passed E � ,o Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 149817 Permit Number: RC- 3- 09-423 1 Inspection Date: August 09, 2010 Inspector: Bruhn, Norman Owner: HERNANDEZ, FRANCISCO Job Address: 126 NE 93 Street Project: <NONE> Miami Shores, FL 33138- Contractor: PISEES GENERAL CONTRACTOR INC Building Deaartment Comments August 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Special Inspector Letter Work Classification: Addition /Alteration Phone Number (786)282 -9014 Parcel Number 1132060133130 Phone: (305)335 -7892 Page 1 of 1 March 01,2010 City of Miami Shore Building Deparment 444 Sw 2nd Ave 4th floor Miami, FL 33130 Attention: Building Inspector. In Reference To: Tie Beam Front Door. Miami Shores Residence Francisco Hernandez 126 NE 93 St Miami Shores Florida, 33138 Process # RC10091618 As engineer on record I aprove the 8 "x8" concrete tie beam on top of front door w/ 4 #5 bars and #3 ties @ 12" o. c. w/#4 dowel on each comer with epoxy 6" into existing cmu. wall . If you have any question you can contact me at the reference that appear bellow. RODRIGUEZ PROFESSIONAL DESIGN CORP. 2441 NW 13 ST #96 Miami, Florida 33125. Ph:305- 634 -8466 Fax :305 638 -4710 10 Wilbert Rodriguez PE # 65688. iptor? so3 isav ei4Ars 129 8?),S August 06,2010 City of Miami Shore Building Department 10050 NE 2nd Ave Miami Shores, Florida 33138 Attention: Building Inspector. In Reference To: Final Certification Letter. Francisco Hernandez Residence. 126 NE 93 Street Miami Shore, Florida 33138 As engineer on record I certificate that all the work that was done in accordance with Florida Building Code. In regards to the all interior remodelling, we inspected all mansory block installation, tie columns, tie beam, filled cells, concrete pour and all doweled reinforcement embedded with epoxy and trusses. All of these comply with Florida Building Code 2007 requirements for they application.. If you have any question you can contact me at the reference that appear below. RODRIGUEZ PROFESSIONAL DESIGN CORP. 2441 NW 13 ST #96 Miami, Florida 33125. Ph :305- 634 -8466 Fax :305- 638 -4710 Wilbert Rodriguez PE # 65688. AUG 0 6 2010 August 06,2010 City of Miami Shore Building Department 10050 NE 2nd Ave Miami Shores, Florida 33138 Attention: Building Inspector. In Reference To: Final Certification Letter. Francisco Hernandez Residence. 126 NE 93 Street Miami Shore, Florida 33138 As engineer on record I certificate that all the work that was done in accordance with Florida Building Code. In regards to the all interior remodelling, we inspected all mansory block installation, tie columns, tie beam, filled cells, concrete pour and all doweled reinforcement embedded with epoxy and trusses. All of these comply with Florida Building Code 2007 requirements for they application.. If you have any question you can contact me at the reference that appear below. RODRIGUEZ PROFESSIONAL DESIGN CORP. 2441 NW 13 ST #96 Miami, Florida 33125. Ph:305- 634 -8466 Fax:305- 638 -4710 A uso6 2010 Wilbert Rodriguez PE # 65688. INTERIOR REMODEL WALLS REPAIR FLOORS BATHROOM TILE REPLACEMENT WILL CHOSE ANOTHER CONTRACTOR d r / / /'/ Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 149814. A/C in setback NB , r �`' 5 i r .61/./— Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: November 02, 2010 Inspector: Bruhn, Norman Owner: HERNANDEZ, FRANCISCO Job Address: 126 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PISEES GENERAL CONTRACTOR INC Building Department Comments November 01, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 150231 Permit Number: RC- 3- 09-423 I For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number (786)282 -9014 Parcel Number 1132060133130 Phone: (305)335 -7892 Page 1 of 1 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: T.D. NO CAP, BRICK RETURN •106.56' B.C. F.I.P 3/4" NO CAP 3.85' CL F.I.P 3/4" u LOT -13 BLOCK - 23 N 4.80' 0.50' ENCR. LOT - 16 BLOCK - 23 F.N.D. 7.10' 0 as NO ID. 0 10.92' 7. N A.0 A.0 10.16' _ 'k LOT -12 BLOCK - 25.00' �� • •• • SURVEY NAS •10- 0001128 -1 • • • . • • . • • • •••• • • • • • • • • • • • • • • • • • • . LAND SURVEYORS }� SHEET No. 2 OF 2 N.E. 93rd STREET 5' CONC. SWK • BRICK . PAVERS %) DRIVE ui CARPORT 27.21' STEP BRICK PAVERS 23.40' of 1- STY APT. o 20.45' OH. 3.00, • I BOUNDARY SURVEY •• SCALE = 1 " =20' • 21' ASPHALT PVMT. f BRIG( ?00.00' 13.05' b LrW+i `r7.00' 23.50' TWO STORY 1 2.10' RES. # 126 15'ALLEY (N.A.P.) LOT -17 BLOCK -23 N Oi 15.10' b WATER PUMP 0 h (o OH 100.00' o f . • �•:,i • r'• °. . . .... n . •• • • • • • ••• •• RICK 29.25' O - H 10' ASPHALT PVMT. ••• LOT - 11 BLOCK -23 .1: • ••• A PL. BRICK LOT -18 BLOCK -23 OH Z-- 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. .., co .• 0 . • • • .; • • • • • . ��: '11 • • - •a• • 0 0 F.I.P 3/4." NO CAP 0.50' CL 0.50' CL 1 F.N.D. NO ID. 2.50' PWY LOT - 10 BLOCK - 23 LOT -19 BLOCK -23 ■•• • 6682 N.W. 7111 STREET=SUIVE�2• • • • • • • • • • MIAMI, FL 33126 • • • • • • • • TELEPHONE: (305) 2644660• • • • • • FAX: (305) 264-0229 • • • • • • • sips • DRAWN BY: TDD • • • SURVEY 0F :LQT 1=8 t2, 14.001K OF I Q AN eNDED PLAT OF MIAMI SHORES SECTION NO.1, ACCORDING TO THE PLAT THEREOF AS • • RECORDED:IN•PLEhT B OK•10, AE 70, F TI- E PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. • • • • • • • ••• ••• • ••• ••• PROPERTY ACM5E99 126:N I:1IAM SHORES, FL 33138 FOR: • • • P N§ISF V I9 :RVANDEZ • 3 4 P •• •.:L'iCA- Ib .S KETCH i :'i " 20 , e1 eL'ri I( l' L t u • zO it ra l y fo �SO�� � � 4 ; 5o I I l t SC ^iao ` ' Iii " so I d?8 4 ���'f�//' 5 $F Ss X9 0 1�( E. N. E. IS, 16 I • `6.1 56 • re la 1 1 5 6 1 = . . \ "• / ZOSo •SCe- q ;s' / • • I • IS • 0 h ■ lI b 7Ib'5 413 Z!IU. r 2 III" It r 1 I r I I I ^I S lL , 1• Iq 20 2 i 2 s• is I6 . to 'i! 'oit. 2& - , l ` l�� • 1 :sc. Vie. , bC • � 1 • • 1 - I • (s. 4 N. E. r l.0 il� I '& 4501 E f m) 8 7.0 S 4I, L .141 ,a A =ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = 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 CERTIFIED TO: FRANCISCO HERNANDEZ i . :Nova Surveyors, Inc. ABBREVIATION AND MEANING 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 M/H = 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 0/5 = 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 PINY = PARKWAY R. = RECORD DISTANCE LAND SURVEYORS Scale 1" = NT.S. 94 TH. 92 Nrfi j� \J 5TRE,�' • f 6 f ! JJ 1 13o (sr N 6 ; `; • ' I I gl o , SS.� •i a l h RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT R/W = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 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 A = CENTRAL ANGLE C = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - 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. - 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 CONSTRUCTIONS, 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 LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120662 0302 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: N/A. :(38 LEGEND TYPICAL — OVERHEAD UTILITY LINES CBS. WALL (CBW) -0— SURVEY NO 10- 0001128 -1 SHEET NO 1 OF C.L.F. = CHAIN LINK FENCE I.F. = IRON FENCE 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 61017 -8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEORGE IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 2534 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 ( 57 7-7- s N 2 REMBERTO CONTRERAS, P.E., 21522 7066 S.W. 44 STREET MIAMI, FLORIDA 33155 TEL: (305) 663 -0543 FAX: (305) 661 -1155 March 19, 2009 RE: 126 N.E. 93 ST. MIAMI SHORES, FL. 33138 TO WHOM IT MAY CONCERN, AFTER PERFORMING A VISUAL INSPECTION ON THE ABOVE MENTIONED ADDRESS, I REMBERTO CONTRERAS, HEREBY ATTEST THAT ALL WORK PERFORMED IN ORDER TO REMOVE AN EXISTING WINDOW AND BLOCK IT UP WITH CMU WAS DONE ACCORDING TO THE FLORIDA BUILDING CODE. IF YOU HAVE ANY QUESTIONS OR/AND REQUIRE ANY ADDITIONAL INFORMATION PLEASE FEEL FREE TO CONTACT US. REMBERTO CONTRERAS, P.E. c y 4�1 MAR 2 0 1009 BY: 1<---) !ll MAR 312 fl 09 B Y: Building Department Village of Miami Shores Dear Sirs, I Francisco Hernandez owner of the house located at 126 NE 93` Street Miami Shores hereby certify that I am removing Mr. Leopoldo Vernet dba/ Rose 23 from the remodeling project of my house. Please take note in your system. Sincerely rancisco •' ' ' MARGIE CASSILE „t�` ei " Notary Public - State of Florida A. o f My Commission Expires Jan 30, 2012 '•.,',F��� Commission # DD 733351 Miami March 31, 2009 k O fV- • • MIAMI Cvt1N BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) PGT industries 1070 Technology Drive, SCOPE: • • •.• • • • ••• •• •• • • • •• •• • • • 1IA1 -» c Nokomis, FI. 34275 • • • • �. • • • • • • • •• • NOA No 03- 1112.10 Expiration Date: February 19, 2U14 Approval pate; January 165, Page i •'t• A AA • ING , SUITE l603 • A0130.1563 ( • • This NOA is being issued under the applicable rules and regulations governing use of eottstr'uetiori • materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by thc Board of Rules and Appeals (BORA) to be used in Miariii Dade County and other area where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control 'Division (in iviiarni glade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or tested for quality assurance purposes. If this product or material fails to pc io m in the accepted manner, the manufacturer will incur the expense of such testing and the A) may inumrediatclly ' -� iii „cif' s r- e i .a t h e . _r 7 their on 0 A s the right _i'revoke., _ y _ • ,__ _�,_� '-_ the i ____ , - such product or material within tl �1! IZS�tiII?!%!. i, 1 RL )� reserves tl' [ i 1 1 to revoke this acceP tanc-e. is it. is determined by Miami -Dade County Product Control Division that this product or 1 t--"l_ l� of i•_.a Lle building - material to meet the 11�71 _ltl Grl}C1111 l/7 the ilf fi 7litirJ /!r + -/!S llt1111L l'lldC. This product is approved as described herein, and has been designed to comply with the Florida 1.iuildint_ Code, udi nn i r^ah \�tel..n�r. iiu,rrica.. `I,.>.-. 4 .l-, -, l.l.. -:,h, 1171 iI . I), t!l-I 1. {� I L _ Il .__ , I4_/1 ,11 I.t It __�!lil�• . _ _,_, DESCRIPTION: Series "PW -701” Fixed t.3fin cow M A PPROVA . Dfd'TJMFNT: Drawing No 4759 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer dated 7/14/03 and last. revised revision "B" on dated 4/4/07, siNrleil and sealed by Robert L. Clark. i-.i .. bearing the Miami -Dade C ourtty Product Control Renewal stamp with thc Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. NANNY:I 11'447,417T ATYNG Y = ar.. n oc_Q+.ay.t T .icriitniie►p 1. Max 1LU = Width 3.75" and /or= Height- 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is u.S , except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance tiirNail /integral Fin Frame) into wool substrate is 1" and max OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the rnaimfacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". unless otherwise noted herein. •P :ivE 11Y .;' t1.;.. N 4R ..h b c a r .a d after a r e n e w al app li c ati o n has been filed "—a' th h b .,ttatl,bf, Ill ,..IV apivxt.ruv!. tlutthtli16 avala, ti%.a a.1vd.t, tits., t_t,.tt•_t!t)taa!<.b• 1 1! tits.• glt! •�!.ub!, ii EKi'v15NA 1 IUN of drib i'tiUA will occur after the expiration date or it there has been a ievisifir or c:Irange m t11c materials use, and/or rnanufacl-ure of the nroiuct or process. 1Vtisiise. nF this NOA as an endnrsemint cif arty product, for sales. advertising or any other purposes snail automatically terminate this NOA. Failure to comply with arty section or this NOA shall be cause for termination and ieuioval of NOA. ADVERTISEMENT: The NOA number nrecede:1 h the words Miami -11, rte Cnimty Florida. and followed !Iv the expiration date may he displayed in advertising literature. If any rmrtinn of the NOA is displayed then it shall be done in its entirety. LNSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall he available tor jam at the ioh site at the request of the Building Official. This NOA renews NOA # 07 04141.06 consists of this page 1 and evidence sheet E - i as well as approvai dnenment mentioned above. The submitted documentation was reviewed by ilshaa 1. Chanda, PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) . • • • ••. • . . • 1. Manufacturer's die drawings and sections. •• • • • 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, I mpact " , sheets 1 through 12 of 12, E - • • •.• • • • • • • • • •• • • .• • • • • • • • • • • • •••. • • • • • • • • • • • • .... • • • • • • • • • • . • • prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4 /4/07 • signed and sealed by Robert L. Clark, P.E. • " • • • • • • • • • • B. TESTS (transferred from file # 07- 0418.06) • • • • • • • • • • ••• • • • • 1. Test reports on 1) Air Innitration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ti 1'L -3835, dated 07/18/03 and test report FTL -3850, dated. 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex II1G Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite 0) PUB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11-06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above refeseaced test reports F. OTHER 1. This NOA renews NOA #? 07- 0418.06 expires on February 19, 2009. t . Ishaq L Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS 'AIMS AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 13.7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1 /16" LW I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED CUSS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 'i 1/16° LAIUII I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/18" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE I-AS 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 RE©UIRENIENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCES: TEST REPORTS, FTL-3835 & FTL -3850 L�1 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000,LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT 6S, EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). nand "no west 4/407 Ward err• tYie; P1 tutsros F.K 7'14103 1070 YEEI NVOLO YDRIVE rrt0XQMS FL 3427$ a.Q. BQX 1529 NORMS, FL $4274 Visibly Better NOTES & TABLE OF CONTENTS PI4 NTS 1 d 12 00156612 4259.4 NOA DRAWI NC3 TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 • • • • • .. • • •••• . • • • . .. . • .. • • • • • .. .. • ALUMINUM PICTURE WINDOW, IMPACT P RENEWED tam the F1wBb kteepewees itegeadea ay rsN Ufvkitoa REVIsEa the Rale 4 1* itiddistaroft rye ..�,.4 • .. ..•• • • ://7V Robert L dark P.E. PE 1R3s712 Structural • /0 • • • FJt AMU FX 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE Otar 11$173 7116" IAN GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) ttreattiF 0 Data: e NO CHANGE THIS SHEET 711403 Fammarcol A NO CHANGE THIS SHEEP' ar om� 11/16" NOM GLASS BITE to7o TECHNOLOGY ORruF NCKOMIS, R. 34275 F.O. SOX ism AOKOMIS, PL 34274 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE Visibly Better Pi/V-701 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT - STRENGTHENED GLASS 11118" NOM GLASS BITE • • • • •. • • • • • • 1 1116" LAMI I.G. GLAZING DETAIL; ; ;, FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN;..•'; GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Awe: itaa* FULL 2 r 12 , 4259-4 11 PRODUCT RENEWED of*toll*ing Wet eateries Wag Cud, asignittaa POW YEV/SEP them with th •F • :• b4 • • • •••• • • • • • �3 B/1 Robert L. P.E. ft. 00712 SNtrd • ,7w HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. mower Br FJG Pete se F.K. [km BA F.N. FAN MAX. SIZE = 96" x 4r OR MAX. AREA = 24.47 34D. FT. HALF CIRCLE MAX. SIZE = 96 X 48" OR MAX. AREA = 25.13 SQ. FT. Pew 4MAIT 12!16/03 t TIMMS Antrf caw H Kam A C18ofad6)c EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET 1070 TECHNOLOGY CMS NOKOMI.9, F. 34275 P.O. SOX IRS NOKO IS. R. 34274 MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX. SIZE = 48 "X98" NOTE: � OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON QUARTER CIRCLE Visibly Beuer ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. • • • • • • TRAPEZOID;••: MAX. SIZE = 48 1 'e91" . OR MAX. AREA = 31.Q ' SQ: t T. • • • • • .• .• • T FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT eetwA a same a. raR PVW7i14 NTS � 3 a 12 4269-4 B ARCH. MAX. SIZE - 48 "X96" OR MAX. AREA = 30.28 SQ. FT. PRODUCT RENEWED as eon*** with the Florida TN 2• �.aatee�ry rP 64'htPVLSED as Coale Wise with Use ise • • • • • • • • •••• • . Robert L GaAc, P.H. PE 038712 Struebsel • • • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SO. FT. OR MAX. AREA = 19.83 SQ. FT. Rawl Vic thAr FAN MAX. SIZE = 96" X 4T' OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 98" X 48' OR MAX. AREA = 25.13 SQ. FT. 4/4/07 50 114" FRAME O.D. ADO FRAME au. OWEN I =AND CHANGE THIS SHEET Cate: EYEBROW MAX. SIZE = °X48° OR MAX. AREA = 31.99 SQ. FT. 98 114" FRAME O.D. 96" MAX. 1070 TECHNOLOGY NOKOM1S, FL34275 L?o. 0QX 1519 NOXOMLS, FL 34274 OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 931/4° MAX. DLO RECTANGLE MAX. SIZE = 48" X 96° OR MAX. AREA = 32.00 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ELLIPTICAL MAX. SIZE = 96' X 47" OR MAX. AREA = 31.99 SQ. FT. 45 114° MAX. DLO INTEGRAL FIN ELEVATIONS QUARTER CIRCLE MAX. SIZE _ "X68" OR MAX. AREA = 25.22 SQ. FT. • • • • • • • TRAPEZOM MAX. SIZE = 48: X ": OR MAX. AREA = 31 Jae SQ. FT. • • • .. • ARCH. MAX. SIZE = 48° X 98° OR MAX. AREA = 30.28 SQ. FT. DUCT RENEWED Rolding Code Acceptant No Evotoosba Date M . ntvt�t •••• • • •••• PRODUCT awe hat.S! e*p with tma Resets* • as Code No . . • • .... • • :xa TABLE 1. DESIGN PRESSURES, FLANGED WIND° (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7 6" LAMINATEL" GLASS 3/16A, .090, 3116HS) 8. 5" LA MINATEC GLASS (3/161-15, .090, 3116H5) C. 1 °110" LAMI I.G., 3/'6H8, 7/16 SPACE, 7/16" LAMI (3/16A. .090, 3115' HS) D. 1 '].(1fr LAMI I.G., 3,016H8, 7/16" SPACE, 7/10" LAM[ (3/16HS, .090, 3/18" HS) GLASS WINC^OW "X' DIM 76.500 82.000 87.500 93.000 A, £,C ,D -60,0 11.57 SQ.FT. +60.0 12.87 SQ.FT. 45.000 +80.0 16.31 SQ.FT. .800 .80 .0 +810 -80.0 '6,23 S Q. FT. -80.0 16.7(5 SQ.FT. + 80.0 -80,0 -80,0 18.06 SQ.FT. +60.0 +80.0 +MC 19.36 SQ.FT. +60.0 + 80,0 +60.0 20.6e SQ.FT. +60.0 +80.0 +60.0 21.93 SQ.FT. +80.0 +80.0 -80.0 +80.0 22.57 SQ.FT. -78.0 -60,0 24.00 SQ.FT. +80.3 -78.0 -80,0 26.33 S.FT. +70.0 +79.1 +60.0 -80.0 27.34 SQ. -80.0 -80.0 -60.0 +83.0 +80.0 +80.0 17.97 SQ. FT. -80.0 +79.3 -79.3 +80.0 -80.0 23.91 SQ.FT. 22.93 SQ.FT. +80.0 20.98 SOFT. +80.0 +80,0 +74.0 +71.9 -80.0 -80.0 -80.0 +80.0 17.03 SQ.FT, 18,75 SQ.FT. +80.0 20.47 SQ.FT. +74.5 +74.0 -74.5 -70.0 -74.0 29.06 SQ.FT. MOO SOFT. 46.500 15.82 SQ.FT. 19.38 SQ.FT. 21.15 SQ.FT. +78.0 +80.0 26.48 SOFT. +77,3 +80.0 30.03 SQ.FT. -80.0 -77.3 -72.2 31, SQ.FT. +80.0 +80.0 +67.0 +75,8 +130 0 +67.8 , C. D AREA ,C,D 8 -80.0 14,05 80,FT, +80,3 15.4 SQ.FT. .80 +8).0 +810 -80.0 '7.32 SQ.FT. +6).0 -80.0 +8).0 -80,0 -80.0 "3.41 .31Q.FT. +83.0 -80.0 +83.0 -80.0 +8570 48.000 +80.0 -eao 15.33 SQ.FT. 18 .11 0.FT, +80.0 -80.0 20.00 SO.FT, +83.0 -8R0 21.83 SQ.FT. +80.0 -80,0 23.67 SQ.FT. -76.8 25.50 SQ.FT. -71.8 27.33 SIFT. -67.0 -75.8 -80.0 29.17 SQ.FT. 2.4 -62,4 -Z0.5 31.00 SQ.pr. 0.0 IAA • • • 32.00 SC TYPE 213.500 49.000 A, SC. C) +8).0 -80.0 AREA 13.T) 80. FT. 54.500 8, D +8).0 ,ab 0 AREA 10.7°9 SOFT. 60.000 A, 8,0, D +80.3 AREA '1 .88 SQ.FT. 65.500 A. D -6.3 -80.0 AREA 2..96 SO, FT 71.000 NOTES: ik AREA E1,D AREA a 5,0 AREA A AREA -80.0 '6.00 .30.FT. .arstleamsavom • • • • • 1, ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. • • 2. ALL SHAPES LESS TH.01 T1,-IE MAXIMUM SIZE, QUAL1FY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE'SyoUtET RECTANGULAR SU IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANOI-PORAGE INFORMATION. JATE131:14IGN PTZ59^$1.I.F.F. PiR .3/4TM E 10PQ!!022 AND NOW157 API UP dAtlf.i: 1 pgscs;PTIONANV Ha.A0Wb. CH41 NO TE / ANCHOR/NG WO/ #12 =WINS WINDOW "t' DIMENSION TECFNOLOOY ORM PattIOS FL 84275 Q. SOX 152 P NOKOMIS, FL 34'T4 Vly Rem,- Come= FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PW-Ml NTS 5 al 12 FR-3835 FIL-3835 FIL-3850 FTL-3850 42694 • PRODUCT RENEWED ccusplylat scab the Florida Buten Co& Accaptualle N Sackett= 11 414 • •• Olcialas • • • e akviszo slcompoiss with dio Fregir : • est• No • Robert L. Clark, PE #39712 Structural • • • • WINDOW DIM. A B,C.0 AREA. +50.0 9.70 SQ.FT. +60.0 -80.0 10.79 SQ.FT, + a0,0 -80.0 11.58 SQ.FT. +80.0 12.96 SQ.FT. 14. )5 SQ.FT, +80.0 +50.0 15,14 .50,FT. +60.0 +80.01 16 23 :SQ.FT. A +ao.o +80.0 +60.0 -60.0 -80,0 +800 +50,0 18.06 SOFT. 4.80.0 +80,0 19.36 SQ.FT. +80.0 +30,0 +30,0 20.68 SQ.FT. +30.0 +30.0 +80.0 +60.0 -50.0 17.37 SQ.FT. +60,3 19.48 SQ.FT. +80.3 4-80.3 +80.0 -80.0 25.51 SQ.FT. +71,9 +63.0 -80.0 30.00 SQ.FT, A,51,C,D AREA AREA A B,C,D AREA 76.500 82.000 87.500 93.000 95.030 A, 3,C,D -80.0 -80.0 +60.3 -60.0 14.95 SQ.FT. +50,0 -80.0 SQ.FT. +60.0 -80.0 +60,0 -80,0 +80.0 20.98 SO.FT +60.0 +80.3 +74.0 +80.0 +80.0 -80») 24,00 SQ.FT. 25.33 SQ.FT. 1070 TELOIN01.03YDRIVE PiCUMftS, FL 34273 P.O. BO( W29 9 NOKOMIS. FL 34274 45,000 17.03 SQ.FT. 18.75 SQ.FT. 22.19 SQ.FT. +79,1 +74.0 -79.3 23.91 SQ.FT. -74.5 25.63 SQ.FT. +76,3 -78.0 -80.0 +70,0 -70.0 -79.1 27.34 SQ.FT. -74.0 29.06 SQ.FT. +80.0 +80.0 17.60 SQ.FT. 19.33 SQ.FT. 21.15 SQ.FT. 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ.FT. +63.9 +72.2 +80.0 +80.0 Stainstakt PW-701 -80.0 -78.0 -73.1 -77.3 -72,2 +80.0 16.33 SQ.FT. +80.0 18.17 SQ.FT 20.00 SQ.FT, +80.0 21.83 SQ.FT. 23.67 SQ.FT, 25.50 SQ.FT, +71.8 27.33 SQ.FT. +75.8 +62.4 +70.5 +80.0 31.00 SQ.FT.... -76.8 -71.8 -75.8 -70.5 INTEGRAL FIN UNIT DESIGN PRESSURES 49.000 B,C,D AREA A, 3,C,D 60.000 AREA A„C,D ARE. +5'0 0 17.32 'SQ.FT. +60.0 +60.3 18.4 0.0 +60.0 +50.3 $Q,FT. -801.0 40.0 -80.0 +30.0 11.57 SQ.FT. +80.0 14.17 SQ.FT. 4-80.0 1L87 SQ.FT, 16.76 SQ.FT. - " 30. 0 - 80 +30. +80,0 22.67 SQ.FT. UP:ATE OESION PRESSLIRaa PER ASTAI E 1300-02 AND NOTES. GLE, 1 ' 2 OESORIPTION ANO hE4CO3.4. WIN OW vr' WIEN ION NOTES; a, 1. ALL MAXIMUM SIZES SHOWN ON SHEE° 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. T. UNIT IN TABLE 2. 2. ALL SHAPES LESS ThAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE t MAA,ST SQUARE OR RECTANGULAR SIZE IN TABU.: 2, WI-4ICH THEIR OVERALL WIDTH AND HE GHT DIMENSIONS COMPLETELY FIT WITHIN. •• • 3. INSTALLATION WITH NAILS 'S THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. TABLE 2. SIGN PRIESSIIIRES, INTEGRAL RN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7,16' LAMINATED GLASS 13016"A, .090, 3/16HS) 8. 7/16' LAMINATED GLASS {3I16"HS, .090, 3/16H8) C. 1 1/16" LAMi I.G,. 3/16H$, 7/16" SPACE, '7/15" LA,MI (3/16A, 090, 3/16" HS) D. 1 1/16" LAMI I.G. 3/16H3, 7/16" SPACE, 7/15" LAM( (3/164S, .090, 3/16" HS LASS TYPE 28.500 34.000 FTL-3835 FTL-3835 FTL-3850 Flt-3850 1- MAX. DAYLIGHT OPENING - --- --" 1 MAX. WINDOW WIDTH SCREWED C RNER ASS'Y (FLANGE FRAME) HORIZONTAL SECTION (FLANGE FRAME) O 0 D L \ 1�1I ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW e HEIGHT V/ 0 0 MAX. DAYLIGHT OPENING 2.784" INSIDE • • • • • •• • • •• •• • • •••• • • VERTICAL SECTION •• (FLANGE FRAME) PRODUCT At:NESTED sit complying with tha Florida Bultting Code Amputee No ��12. ry ! � O Ai Expiration Data Waal Dade mum DIvitiaa •••• • • PRO i avow • INN thellwai • ••• • .•••• • • •••• • • • • • •• • • • • • • Swat* Otto FJC 441/07 F.K. 12118709 wlwrity. tea F C 7h4V3 8 NO CHANGE THIS SHEET A • NO CHANGE THIS SHEET ea.a®a oazo; 1 1070 TECHNOLOGY WOVE NCKOMIS FL 94278 F.O. INlX 1529 NOKOM71 FL 3 Vsi* Better SECTIONS & CORNER ASS'Y, FLANGED has ALUMINUM PICTURE WINDOW, IMPACT eman.®m FIN -701 t r u� e ' r"si l 7 • 12 •sdvrto 4259 -4 y ( Rost L. CU* P.E. PE #39712 Structural 2.784" SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) Reran IX FX Bahr iintettlin Rade Axe 0 sex Cab. R.Istmer FX 12/15103 A rseen8F adw rsaa�aex F.1C 7/14103 ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) O L J.* _J o �� � o WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) NO CHANGE THIS SHEET NO CHANGE THIS SHEET ALONG ENTIRE JOINT 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 F.O. SQX1629 NOKOM19 FL 94274 ALONG ENTIRE JOINT BGT Visibly Herter MAX. WINDOW HEIGHT Q 0 0 0 MAX. DAYLIGHT OPENING 2.784" - INSIDE • • .•. • ... • .. ..• • • • • • • •. .. • VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT o mwe•aa P14 I HALF 8 12 4269 -4 11 PRODUCT RENEWED •e complying with the Florida Raldh*g Code Acceptance No • RepiratlonDcte ! � BY 11" Dale VAN • • .•• • • • PgUCT REt • • .. • • • ••• ••• • • 10 ITEM DWG NO. PART # 8 11 12 13 14 15 17 asmtax FJc tunatrar P.K . emu asto F.K 7114/03 4256A 4253 1155 4255 4254 1224 4224 20 4282 18 21 22 Otiltg 4 goslop 121!0/03 a - aa A rhrobdar• 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 64253 FLANGED FRAME HEAD, SILL & JAMB 781 PQX 64255 64254 6TP247 64262 .970" —a{ ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063-T5 DWG NO. 4255 DESCRIPTION #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED j 1/16" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/18" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346 " --►I • Rood By b - iionokoicaz NO CHANGE MIS SHEET NO CHANGE THIS SHEET osto 1 .975 ITEM 11 1 1/16 LAMI I.G. GLASS BEAD MATL: 8063 -T5 DWG NO. 4254 1070 TECHNOLOGY EWE NCKOMf3 FL 34275 P.O. 7528 ,."1 34274 1.875" IRGT Webb Better ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4258A t" — .062" • • • • • •• • • •• J • • •• • •• , •• • •• • ••• •• • • • • • • '• 2.784" • ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT fisoloefoist sax d +em hem. as" PW 701 r HALF 9 m 12 4253 -4 l B PRO1.ft as eomidyimg with the Eta** Bufd[ug Cods Acceptaacc No - . 19 Expiration Uatc Makin* MisantEade • •••• • •••• •••• • • • • • PMODWW REVISED • • • • • •• • • • • • ••. • .131° DIA. M N. x 2 1/2° NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A ,attsl rye. 0a c Dir FAG vas 4/48)7 tee: Das. F.K 12/18/03 Om* patee F:K 7/14103 KevIgtome 2 aimumir A absoSad 1/4° MAX f SHIM T CONCRETE ANCHOR (SEE NOTE 1) 1/4 MAX. SHIM '.'� SEE NOTE 1 FOR P:: , . • • • . EMBEDMENT, REV1QE RAC UPDArE ANCHORAGE PER CURR N'PSC CHANGE NOTE 1 AND FASTENER SPACING Wet I 1318" MIN. EMBEDMENT WOOD ANCHOR (SEE NOTE 2) A INTEGRAL FIN DETAIL B 1070 TECHNOLOGY DRIVE NOKOli41M, PL 34276 P.O. SOX 15 NOKOMIS, F131274 A EMBEDMENT • t 1/4" MAX. SHIM T 2x WOOD BUCK (SEE NOTE 3) 1 3/8" MIN, A EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) , 1/4" MAX I SHIM 1 SEE NOTE'S FOR • = .• Ix WOOD BUCK (SEE NOTE 3) • • 3.5 KSI MIN. CONCRETe.. • FLANGED DETAIL E OR 1.5 KSI MIN. CMU £,.... • • •••• 1. FOR CONCRETE APPLICATIONS •, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED••318" MIN., 5/16" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCREE EDGE IS 1 3/4" MIN. mts1E 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE - FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x W &OD : 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 AUTHORIT`? iiAVIWG JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Visibly Better B Z •• •• ANCHORAGE - HAD SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Elariesorde PW-701 saw I o d 12 DIVIng 4259 -4 B WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. I SHIM 1 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PROD UC f Qs ermpeyi°g arid/ the N.M. Balding Code Acceptnnoe tao 411•1 12 .1_ b e=pttettoaOatc 711912x.14 B7 (5.16 1. L.� ,� Mraal • • •••• •. • • • • imam uvula .eta • ••• •••• • • • •••• • • • • • •• • • • • • • TABLE 3. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE 3d/.1 I OH3rro WINDOW "Y" DIMENSION 48.1 1. 2. 4. X Y X Y X Y XYXYXYXYXYXYXYXYXYXYXYXYXYXYXY 1 etc zl' [ Z/1. L 1 8/2 E4 OL [ 8i2 al Z/L ZL 9/2 Z1. 1 4118 1 9I6 Z1. (8!S Z L 1 LL 18J£ZL [ LL 1 1 B/E ZL1 1 t1. 19/BZ1 1 91/6 6 19nat. 1 91/£ 6 I 19/6 z 1 I 1 91/661 1 6%2 z 4 61 I 1 etc ZLI 14 I 816 Z1 11 1 etc al1 !1 111 9/6 at 1 Iart 1 8/£ 111 Z/1 Li. 1 19/£ { z1. 1 9/£ ZlI ZL 1 9/£Zl1 ZL 9/x 01 I Z14 L 9/S01 OL 9/901 1Zl4ZL 9/s 01 1 4/4 8 9/6 01 9/9 01 I 44 1 1 9/s 01 1 Lt I 9/9 01 I 1 11 9/6 01 WE 6 1 ars011 91/6 6 I 9/9OLI 1 91/E 6 1 9/9 01 1 11 I 9/x 01 1 1 14 I 81904 L I 18/5 of i a/1. it 1 as 01 1 an 11.1 I ars 01. 1 1 11 LL 1 9/S 011 a1. 1 8/x 011 ZL 1 9/9 01 1 I Z4 I Zl lZ11 I ZL 01 Z1 an at 1 Z4 1 4/1 8 ZL Z LL 1 1 aim 44 1 Z4 1 11 1 at 1 1 911E 6 I Z1 1 91/6 6 I ZL 1 1 91 /261 916 6 1 44 1 ZL 11 9/9 6 I 61 916 6 Z/1. 411 El I E/1 11 9/9 6 (Z!� LL 8/9 6 ZL El Zl I al 4/6 01 1 Zit L ] 4/2 01 01 PIE 01 art at 1 416 01 4119, 4/£01 ( 1 Li. 1 1 4/£ 01 Li. 1 4/£ 011 1i 1 41 01 1 1 91/£ 61 4/6011 [91.1E 61 1 Pre oil 1 911661 91/x181 1 LL 1 4/6011 1 41 1 4/£ 01. 1 it 1 91/2181 Z/4 141 116 01.1 Z/1 412 01 1 Z/L 111 91 /91 9 1 1 EL 1 4/£ I Zl 4/6011 Z1 191 161 14 1 at L 19 1!£1 41 1 O4 191/61 LL 1a /4 Z4 1911£1 LL 1 411 9 191/61 LL 1911£1 11 1 44 1 1911£1 111 1 1.4 1 191121 1.41 1 11 1 1 9/1. 6 1 91/2 6 I 191/£4 111 1 WC 8 I 9/1 6I 91/£ 6 1 9/L 6 1 1 44 1 ( 91./£1111 1 41 1 9/L 6 1 1 1.4 1 8/1 6 1 E/1 14 1 9140.111 E!1 11 1 B/L 6 1 Z/1. 1.4 1 9111 9 1 Et 1 91/EL 141 at 1 8/1 6 1 416 01 at L 1 4/2 01 OL vs 01. E11 ELI 4601 1 416 9 1 1 WE 01 4/£ 04 Li. 41201 11. 416 01 1 44 1 1 411 I 91/6 14/2 91./£ 6 1 we 01 1 1 91/661 1/1. 6 11 4/201 I 11 1 4/1 6 1 14 1 1/1 6 Ell 11 41£ 01 1 1 ZI1 1.4_ 4/t 6 Z/1 11 411 6 j z1 4/£ 01 1 1 at 1 14/161 a l 191/14 11 1 E11 I. 191/14 LL 1 0 L 84 /41. 1.1 1a /tal 191/14 1.1 1 4/1. 8 191/11 11 1 11 1 LL 191/44 141 I Li I 181/11 111 1 1.11 I 01 9112 6 191/16 141 1 911£ 6 1 1 01 1 1 911£ 6 I 41£81 11 1 - 9144 141 L 44 04 1 I_ di. 1 416 s 1 Z/1 14 1 191/14 41. E/1 11 1 1 416 B 1 1 art 111 1r2a 1 1 Z4 1 91/11 141 ZL 4/£ 9 _ ZL IBISZ1 1 Z!1 L I91Sal. 1 of, 8/S Z! 1 at at 19/9 al [ 4/1 8 18/9 Z4 191/21 O1 1 41 . 1 1 8/S Z1 1 LL 19 11£4 011 I 11 1 191/L6 1 941£ 6 1 B/9 at 1 941E 6 1 191/£1011 19112 6I 91/1 8 1 I 1.4 1 19141. 011 I 44 I 1 9 7/16 1 11 1 91/L 9 1 1 Z/1. 111 91/21011 1zi1 44 91/1 6 1 at LL 1 94110 ZL 1 91./£1011 ZL 1 91 /1 9 1 Z4_J 9/s I1 1 7dl L 1 9S 14 1 a4 8/911. a/1Z1 8/9 11 4 /1 8 1 ( 9/9 11 1 8/1 01 11. 1 1 8/9 141 LL 1 8 ! s 1 L LL I 1 9116 6 I 1 91x 11 911£ 6 I I101/8I 1 911E 6 1 11 1 L6/9 111 1 16 11 1 911. 8 1 a t 141 8/s L i 1 I zit L1 1 Z/1 L l 1 a/1.81 ZL 1 9/1011 a4 1 co I ZL 1 96.0" O.C. Izl 1 1 an L 1 Ez4 1 1 1 L it 4/4 8 Eat I at 1 1 11 1.4 1 L 101/21 1 L 1 1 1 91/6 6 1Z4 1 1 91/£ 6 1 Z/1 01 1 91/8 6 1111. 8 1 [ t1. I 1 an. 01 1 11. I 8 /£ 6 I Li I 1 sL/1 a!t 41 I Z/4 Ol I at 11 9111 9 1 1 Z/1 1.L I 91/1 9 1 El U 01 1 ZL 1 91/1 9 a4 I NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) °X° AND DIMENSION FROM TABLE 3 (MIN. 21/8° O.C. CONCRETE SUBSTRATE) MAX. 81/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. 1 • 0800 • •••• •• • • • • • • • • • • • • • • •• • '-�-- °X° DIM. --- ---° -I FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112° FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4" ELCO TAPCON 4.1/4° ELCO SS4 CRETEFLEX 5.5/18° ELCO TAPCON PRODUCT RENEWED as saalPilithi with the Elands Balding Code spin** Date 12 • • 0000 ••••:• •• • • • • • •••• • • •••• romensvoiss taseaaltbDIE RDt ordlR • • i • • • 0000 : • • • • •• • • • • • • 0 •• Raratar Retied fir FK Revesew Ramey t�narr ROC 414/07 D•1n Oar 7/14103 NEW SHEET o•x 1070 TECHNOLOGY DIME NOKOMIS, Fi.31275 P.O. BOX 1828 NOKOMIS, FL 34274 Vttibby Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT P*70r I NTSI 11 of 12 4259 -3 //A Robert L dark, P.E. PE 639712 Struchitai TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. DIM. 49.0" 54.5" 60.0" 65.5" 71.0" 76.5" 82.0" 87.5" 93.0° 96.0 Road i• Reaselfro AK kmadirs Onsm AK O w 0. o.c. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. 040a 0ekr 01107 WINDOW "Y" DIMENSION 15.0" 3.,4.,5 X Y N O N P O CD NY CD co a. A N P CV A V Cal N A A A R Flarblenx 8 Cheated OA 20.0" .,4.,5 X Y N O P O P CD lSi P O CO P N CV Dew 0 0 O O O P O O O O O 25.0" 3. 4. X Y X Y PS N P CO O co 0 N o O 0 co P C 4, 12 . O 0400 7/14/03 60 N O P CO O CO CO N- CO O N to P m N t�$ O N 0 CO , O N N N P N N V P N N N N P N V N N N N N 28.5" 3. 4., . X Y X Y Q) PS 0 co CO 40 40 to co 1• O O to ti co 0) CO CO O 0 CO co O O 0 NP CO 03 0 N CO tt O P N O 40 l�q er O P CD a- 44 0�3 O 0 er O P CO co CO 0 40 CO 0 30.0" 3. 4. •. X Y X Y 1 O 03 O 40 m CO CD CO Pi CO W O co 0 O 0) 0) O) W w 07 W CO N CO 1{7 O N O 40 O CO P N CV 0) 0, 0) W 0 W O) CO 0) CO O 0 CO 40 A O P- oo CD O CO A O a A A ti NEW SHEET 34.0" 3. 4. .. X Y X Y X Y r 0 N a- 0 N co O O P r O P CD PS P O m t�1 r 0 O 1• P N P N _ 0 60 P PS O P Na. N N r r X Y X Y X Y m N O CO 10 r A A A A co O 00 CO 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. PDX 1529 NOKOMIS, FL 54274 0 O m 0) m !�I 0 m W ID l�S O 10 W O a) O PJ W CSI W 40 0 A N O r N P O P p- ar O e- 03 O r O 0 O 10 e+$ 03) ss m 10 O 10 as 60 O 10 0) O 1Z7 CO m a 0, m O) N P O SP a O P 0 CD N P m 41 N m_ r`3 W 0) 0 CO m O m O 60 l O 10 OJ m O m 5 W O 0) 45.0" 3. 4. 5. X Y X Y X Y m A A A 10 O 0 m 3J O CO A 10 O l�t m d CO CD Visibly Better _T sr O 0 CO O Y P co CO O O a�- CO O e7 N P co O O W co O m W O ID ti O) 07 r P r A r O N 0 P m PS O CO T P N N r r 46.5" 3, 4. 5. co to CO CO CO co CO CO Oa CO CO CO co 0 as CO to Cal eNi CV tal co 0 0 CD co al CV CV 48.0" co CO CD CD CD CD NIP CD CO CD Cal CV Cal • • • CO 0 0 CV • CV CV CSJ 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON (0.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8° 0.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERAU_ WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WM-IIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. NOTES: ANCHORAGE CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT 42593 r ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (05) 3. 1/4" ELCO TAPCON 5. 5/16 ELCO TAPCON PRODUCT Rri,,,ve Ridding Cade &plod= Mae 32t3:10 2 it ‘1.14 Oirkics • • PRODUCT REVISE; • • • • • • MIAM COUNTY a � BUILDING CODE COMPLIANCE OFFICE 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 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 tee for quality assurance purer. 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 detonnined. 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 Aluminunn Casement Window ILL APPROVAL DOCUMENT: Drawing No. 7045,8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ofthis 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 heami -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 entirely. 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 rawest of the Building Official. This NOA renews NOA # 05-1129.11 and consists ofthis 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. REECE VED AP" 9 2009 elf ma Ae te MIA1bII -DADE COUNTY, FLORIDA ME1RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.uov/buildinueode 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 "Alinninum 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 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 Largaespada, P.E. (Submitted wader NOA# 05 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 MVftssile 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 05110/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOAH 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 241132.1 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. ci No. FTL 3587 dated 10/8/02, signed and sealed by Jo .11 Chan, P.E. (Submitted dodder NOA# 03- 061L02) !— Manuel Pe Product Control .r NOA No. : .11 Expfration Date: May 22, 2013 Approval Date: May 15, 2008 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT IED 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 underNOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 - 98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06 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 for th= r - es C - 740 Aluminum Casement Window — L.M.I., approved iM / 3/06, exp' FI ; 1 5/22/08. E -2 Manuel P P. Product Con finer NOA No. i 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NO T1 =S: LARGE MISSILE W INDOWS 1. GLAZING OPTIONS: A. 5/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1)LITEOF 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 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D, 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16 HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB, E. 13/18" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/18" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/18" 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) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, ,XX, ,XS, OX, XQX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 8. F. FOR 444 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. 0. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. 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" & 7a ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" 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 0 SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1(4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES 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, FTL4807 AND FTL-4608. m 55. a9c FJC WSW FK 7110113 5- FX 889/08 Owa.aey Da. F.K. 12/17/02 8 ADD 13/18" LG. S MOVE GLAZING DETAILS TO SHEET C SD CHANGE THIS SHEET D ADD 76-HT., GLASS TYPES F AND G REVISE ANCHORAGE. duomaar 4ms• 1070 TECrINOLOGVDRIVE NOKOMIS, PL 94276 P.C. SPX 1679 NOKOMS, R 94274 0 0 x CONFIGURATIONS OPTIONS 0 x Q x x 0 UNEQUAL LITES x 0 UNEQUAL LITES o x UNEQUAL LITES Vstbly Better NOTES AND TABLE OF CONTENTS >a ALUMINUM CASEMENT WINDOW, IMPACT s "rab Shan m.from CA-740 I NTS 1 d 13 7046-8 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 Lucas A. Tumet. P.E. PE 688201 Mechanical F,K F.K Crean By F,K A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS Parr 3123103 7 /TM03 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL 8 REDRAW GLAZP4G MAILS 8 ATM t31189.G 0 NO CHANGE T7,78 SHEET .090 PVB INTERLAYER 86 -1 13t1B" F-- 1/8" HEAT STRENGTHENED GLASS I 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS h - .65" NOM. GLASS BITE .090 PVB INTERLAYER 3/16" HEAT F-- STRENGTHENED GLASS .65" NOM. GLASS BITE 6123f05 0 ADD 13/18' LAW 1.0, W /7 /181.AMf8 CORRECT WI6 LAM/DETAIL MIBC 01.0017 a finis NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1070 TECNNOCOGYOWE AOKOMIB, Pt 34278 PC. 80X 1829 NOKOMIS FL34274 Viably Better 13/16" 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT C4 -748 .65" NOM. GLASS BITE NTS I 2 s 13 I 7045-8 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W15/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS L"e e 8. Tuner, PE PE 936201 Merriteeteal CENTERLINE 1 112" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) tea, ama FK 3/2M13 knot r 00re FX 7/10103 Fra fir ot• FK 8/23/06 Oven er e,. F.K. 1?117/02 MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID-SPAN ANCHOR DETAIL ""\ TYP. (2) 4 13" MAX. O.C. 1 , 4" MAX. f 4" MAX. -� 8 "".man: C ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) CHANGE SHEET NO. REFERENCES ADD HINCE LOCATION DETAILS 4° MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134° MAX. WIDTH 30° MAX. Sr MAX. 30° MAX. DAYLIGHT DAYLIGHT DAYLIGHT OPENING OPENING OPENING 37" MAX. VENT TYP. CHANOEMAX HT. T0 76"AND MAX DLO TO 66" 0 7" 4" MAX DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. a 4° A 89" MAX. DAYLIGHT OPENING f 14 1/2° MAX. O.C. TYP ELEVATION "13" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT 13" MAX O.C. -• � ` 1 , ' 1 - 1 141/2" MAX O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) tom /COW � , 4 DRIVE FL 34276 NO/ COWS, FL 378 P.O. 130X 1629 N0103M73, FL 34274 VL Bettpr SEE MEETING RAIL DETAIL TYP. (4) "XX" & °XOX° ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Cacao un: � NTS 3 a 13 21o03011 ac 7045-8 69" MAX. DAYLIGHT OPENING 78° MAX. HEIGHT moo= IMMEI, asawa dyia2 With Ma i tar & fap.sz 4 L�;•.: A Luca" A Tuaeor, P.E. PE 658291 IDS! gond 13 P.K. ,1.gaej: Rand F.K "7. f.K rbn"Oy. FIG HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 112" MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" 13 " MAX. O.C. 4 r 4" MAX. aue 912503 8 CHANGE SHEET N41, REFEAENCE$ aa: 6123105 C ADD HINGE DETAIL 8 HINGE LOCATION NOTES ed. teniskro: 7/10/03 D CHANGE AWL HT. TO 76 AND MAX DLO 70 Oxa *maw* boa: 11!17(22 F.K. -- 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 14 1/2" 4" MAX. —+a '' MAX O.C. ELEVATION "D' - "X" (SEE SHEET 5 FOR PRESSURES) C 97" MAX. WIDTH 76" MAX. HEIGHT 30" MAX. 53" MAX DAYLIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. Q.C. OPENING DAYLIGHT OPENING 1 13" MAX. O.C. 1070 TECKNOLOGVORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, P1 84274 Vi deibg" Baer DAYLIGHT OPENING 4" MAX. J L ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 89' MAX DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX SEE MEETING HEIGHHT T RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VEA -+- —80" MAX. FIXED - ELEVATION "F' - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) "0", "7(O" & "OX" ELEVATIONS Tm: sawn: sok sheet arnonm CA-740 NTS 4 > 13 7095.8 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ALUMINUM CASEMENT WINDOW, IMPACT 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 119 ( /.r /o Lucas A. Turner, P.E. PE 08201 Nleenermal 1 318" MIN. 2X WOOD BUCK, NOTE 2 DO9R HEAD (WOOD) 1 318" 1/4' MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTER$, TYPE 2 OR 3. NOTE 1 FX 3.4 K$1 MIN, CONC, 2X WOOD t IX WOOD BUCK, BUCK, NOTE NOTE2 DOOR,JQMB (WOOD) DOOR JA (CONC) W000 ANCHOR TYPE 2 OR 3 NOTE 1 3X WOOD BUCK. NOTE 2 DOOR SILL (WOOD) *WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTER% NOTE 1 1/4' MAX, M: SHIM 3/e MIN. DOOR HEAD (CONC) 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 u+bb Dra litetft er" PA Om* Drs er" Nd as WOW MO CHANIS2 fl®eFIEE1: A erA/d � 7ImAtowt BYAaprt FJC 2129,17 azdalodex prevo7 NOTE 3 1318" TYPE 1 1 3/4" TYPE 2 1/4" MAX SHIM CONC. ANCHOR. NOTE 1 1 314! MIN. E.D. 22 WOOD BUCK, NOTE 2 1 114" TYPE 1 OR 2 (CMU) 13/8 "TYPE 1 (CONC) .419E LITE HEAD. (WOOD) 1 3/4' TYPE 2 (GONG) 1/4" MAX SHIM 1 418" TYPE 1 13/4 "TYPE 2 MIN EJ],"1" 3.4 KSI MIN, CONC, f 2X WOOD BUCK. NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) 1070 TECHAIGLOGY OMB Mfxe[MD.q FL AM P.Q H¢f 1671 3.4 KSI MIN. CONC, 1X WOOD SUCK, NOTE 2 1 318' MIN. CONC. ANCHOR. NOTE 1 WOOD ANCHOR. TYPE 2 OE 3. NOTE 1 1918" MIN, 1X WOOD BUCK. NOTE 2 In 1/4" MAX, SHIM 3.4101 MIN. CONC. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 .'f,i y 1 I 3/4" MIN. E.D. .7r • KS 2X WOOD FAT: ,8 4 KS TIN. 001 OR BUCK, NOTE 2 1X WOOD SUCK, NOTE 2 8.4 KSI MIN. CONC. SIDS LITE JAMS (WOOD) SIDE KITE JAMIE (GONG) WOOD ANCHOR TYPE 2 CoIC. ANCHOR, OR 3. NOTE 1 NOTE 1 MIMI ANCHORAGE DETAILS 114" MAX SHIM MEA SIDE L HEAD (CONC) 1 1/4' TYPE 1 OR 2 (CMU) 1 3/8' TYPE 1 (CONC) 1 314' TYPE 2 (CONC) 1/4" MAX. SHIM �,.tt I, I � t 41. • 1,0. 13/4 1 !� MIN. E.O. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI.DADE COUNTY, USE ONLY MIAMI -DACE COUNTY APPROVED ELCO 114" TAPCONS EMBEDDED 1 318' MIN. (TYPE 1) OR 1/4' $B4 ORETE =F'I.EX EMBEDDED 1 3/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314'. FOR WOOD INSTALLATIONS USE 012 SCREWS, G8 (TYPE 3) OR ELCO 1/4" 894 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. W000 BUCKS DEPICTED AS 12 ARE LESS THAN 1 1/2' THICK. 12 WOOD BUCKS ARE OPTIONAL IF UNIT 18 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON- METALLIC GROUT (3400 P8I MIN.), (DONE BY OTHER) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE 3IL1. THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IP SUBSTRATE IS WOOD, =FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1 I NT51 f0 + w rim** /mom B IN, E.O. 114' MAX. SHIM CONC. ANCHOR, NOTE 1 1.8 KM MIN. CMU OR 3.4 K81 MIN, CONC. 4" MIN. E.D 1 3/8" TYPE 1 1 3/4' TYPE 2 Approved "" Nv , : , g wdII Oa Pate 200 Album COMPARATIVE ANALYSIS TABLE 1. '9C" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/18" LAMI (1/8"A,.090,1/8 "HS) B. 5/18" LAMI (118 "HS,.090,1 /8"HS) E. 13/18" LAMI (1/8 "HS,3/8" SPACE,5116" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 28 3 36 ' 38 3/8 43 48 50 6/8 54 57 60 83 68 89 72 NEG POS NEG POS NEG POS NEG POS NEG P08 NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191!8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0_70.0 -90.0 70.0 -90.0 70.0 -904 70.0 - 90.0_70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70,0 -90.0 70.0 -90,0 70,0 - 90.0_70.0 -90.0 704 -90.0 70.0 -90.0 70.0 -90.0 -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_ 70.0 .90.0 70.0 -90.0 70.0 -89.8 70.0 -88.3 70.0 -84.2 70.0 -832 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 - 90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 70.0 26112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.8 70.0 -79.9 70.0 -78.4 70.0 -72,4 70.0 -89.9 89.9 •87.8 07.8 - 68.2 68.2 -85.0 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 -90.0 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 X 70.0 -87.4 70,0 -77.8 70.0 -88.4 88.4 - 63.9 63.9 " -60.0 80.0 - 58.5 58.5 -582 58.2 -53.4 53.4 '-51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 70,0 -900 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -00.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90,0 70.0 - 81,0_70.0 -71.1 70.0 -81.8 81.8 -58.9 58.9 - 58,158.1_ -53.8 53,8 -50.4 50.4 -47.7 47.7 - 46.8 45.8 -43.9 43.9 -42.2 42.2 8,E -90,0 70.0 - 90.0 70.0 - 90.070.0 -90.0 . -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 34 A -75.0 70.0 - 75.0_70.0 - 75.0 70.0 -78.0 70.0 . -85.5 85.5 -57.5 X 57Z - 54.9 54.9 -51,811.8 -4$.8 46.8 -45.2 45.2 -42.4 42A 8.9 .75.0 704 • -75,0 -75.0 - _70.0 -76.0 70475.0 70.0 -76.0 700 -75.0 70.0 »75.0 70.0 -75.0 70.0 -75.0 704 -75.01,704 - 39.7139.7 as Mertens 0 1�,1V A -75,0 70.0 -76.0 70.0 -75.0 70.0 -70.4 70.0t80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.91. 44.8 44.8 -42.2 42.2 8,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 37 A -754 - 70.0 -75.0 70.0 -73.7 70.0 -87.9 87.9 -59.0 89.0 -52.8 52.8 -49.9 49.9 - 48.4 48.4 -43.5 43.5' -41.1 41.1 - 38.8 38.8 8,9 '-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 45.0 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 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION; C. 7/16" LAMI (3118 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37' WIDE x 83" HIGH AND ALL "X" SIZES UP TO 3T WIDE x 72' HIGH [ -90.01 70.0 pow RIMIED imaaptgritta "hr Plaids " a=No'; • TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI 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 1-55.0155.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELC01 /4' TAPCONS OR 1/4' SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. :t� Lucas A. Turner. Pl.. mei M t F.K. OW* date 32&03 1111 ADD GLASS TYPE E FO TABLES 18 4 1070 TEOHNOLODYOR(VE NOKOW FL 34275 AO. B 18 C% macaws, FL 314 Viably Jb17 Bauer PRESSURES- X CONFIG. WINDOWS PRESSURES- ALUMINUM CASEMENT WINDOW, IMPACT RAW*. F.K. *mr 7/10113 NO CHANGE THEE SHEET Road AK 0!23108 REVISE 8 ADD KasHran= FX Date, !21112 7/02 ANCHORS 76' m" . N TS _ 5 a 13 I � 7045 -8 D A, IL C, 2,3, WOOD LOAD YON$8 1,L, MSC 6 47.78 x70. 83. 87.76 91.7 06, 51.78 x 70,78 83.76 87.75 01.7 ,7 88.76 x 70.76 037• 67 917 76 89.75 x 79.71 83. 87.7 01.7 .7 63.76 x 707 13.7 07.7 017 8.7 67.75 x 79,7 89.7 87.70 81.7 85.78 71.75 x 79, 83.7 87, 91.78 08.7 93 W000 11k:.1E�L = 01111:1111111 E1131101313 011111113111 11101013131 111311x1'1 Elt 113131 1 11131101013 111131111111111111 OA1a0 Min 011 Elan�10E1 1C1E11F10111 t Rlll0E1 111111110110 11111111110113 11111113113111 11101313111 nnr110E�1 .1111311013111 111013113111 []0[11111 1.1111110112 111013 01.1 111 01011111 1013011 1111011 0111 11E3E3011 0101110 0E1 �Da 0E1E1DEP 01111011 11001111) 11117011111 2 2,3, WOOD :00 00 00 nn all 011 00 017 013 00 On on on -nn []0 0E1 : an 00 an :0111 00 00 • 00 on 1,2, CCNO 2,3, WOOD 00 1111 0 11111 nn nn .'1111 E a13 00 .110 :1111 00 11 • 13111 1111 EAU 11[1 1.717 1 1 EAU . 8 2 0 IJ 4 4 4 4 4 4 d 4 4 4 4 4 4 4 4 a 4 4 4 4 a 4 4 1 4 11 4 11 4 fl 4 11 4 11 4 1l 4 11 4 El 4 11 11 0 111 11 11 13 0 17 15 d 11 1] TABLE 3. DOORS CLASS TYp88 ANCHOR TM & SUBSTRATE D00. Rwa0Hs '1t° - 28.60 TO 37, W10TH x 41: 33. 80 x 79.75 83, 87.7 91. 08, 38.80 x 03.7 87.7 91,7 98.75 37.50 x 79.7 83,7 87.7 91.7 947 :,n lum0n 10 0E1130E1 1111313011131 >,11E11110010 7 fE1i70EtE] Ef11®OE1E1 norinnE] 0111E110011 111111701:1111 8960 x79:7 1111:11011101111111 83. 1][]t1011fl er, 001000 91.' ,011i101lf ffffff 11E111]011111 f0011301311 0E113131110 [1E11302 • .1ifl 10 01:1 010 001:11F1 11111011[1 0E1fl[[ElEl 1fl l 10 211]x! -'11E 10 C1ElEl 797 1` 10131lElll 13111300113 0E1U00111 00 10 01310 1711 10 01111 a 0E111301E03 •1711117[111112 25.60 x 79,7 83,7 87 91.7 27.50 x 83.7 87.7 91.7 31.60 x ',7 83.7 87. 91.75 TABLE 4. gg DOORS (ALSO DOOR OF GLASS TYPES ANCHOR - .. & SU981RATE A. 8, 0 LOAD ZONES 1,3 CONC 0111001111] /10 1 .11111 M r= X0 : xvue ! r� i �°t NNE P.m 22307 026117 p '0 "- 10.78 TO 30.75 HT. 3 10.75 x 7076 3 3 87.75 3 01.78 3 05.76 3 12.75x79. 3 83.76 3 87.78 3 91.7 6 76 3 RPM 79.78 3 83.78 3 87.7 5 91.16 6 90.75 3 21.71 x 70.76 3 83. 8 57.78 6 91.78 8 78 3 27.78 x .7 6 80.76 8 87,75 6 81.7 6 9 .75 6 38.13 x79. 8 83.75 5 57.76 5 21.7 5 6 &76 6 38.75 x 79. 5 83.7 5 87 5 91.1. B 96.76 0LA88 TYPOS ANCHOR TYPE 33, WOOD 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8 0 0 8 5 6 6 8 8 7 7 7 8 6 7 7 7 IONVICHNOLOSVDRIVii FL sous txp Pa r 73W 09$ NtxtO FL 36W4 A, B, 0.0 1,7, CONC 7101448 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 131888 TYPES TYPE 6 SUBSTRATE -25. TO 37, 8117E UTE x HT 10.76 x 79.7 83.7 87.7 01.7 85.7 12.76 x 79.78 83.7 67.7 91.7 85,7 16.00 x 79,78 83 87.7 91.75 85 21.71x 83.7 57.7 91,7 95,7 x7,76 x707 83 87,7 917 95.7 38.13 x78 53.7 87.7 01.7 96. 38.78 x79.7 83.75 87.7 91 . 96. A, 5,C, TABLE 7. QUO, �XQ, QXX C121 TYPES ANCHOR TYPE 6 8068TRATQ PggrigaMg 'e • 28.80 TO 37. '79C' • 47. TO 71.7 8101 LJTB x HT. 10.75 x 79.7 83,7 87.7 91.7 95,1 12,16 x79.7 2 53. 87.70 91.75 98.7 19.00 x 79.78 83.7 87 . 91. 95. 21.78 x 79,70 83.7 87 , 91.7 0 &7 27. 6 x 79 83 . 87.7 91.75 96.78 83.13 x79 83.75 87 . 91. 95. 38.15 x 79 83 . 87. 91. 96 . NA 9 +10 & • XX arm LOAD 5, C , 11006.1 1,2. ANCHORQUANT YLOADZONE TABLES ALUM. FRENCH DOOR & SIDE LRES *PACT TABLE 6. Q SIDE UTE TABLE 6. Z(Q & Q� APPROVEP ANCHOR TYPES; 1.1/4° ELOO TAPCONS 2.1/4° ELOO 884 CRETE -FLEX MASONRY ANCHORS 3.012 SCREWS (036) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO T11E EXAMPLE ANCHORA®E SOLUTION ON SHEET 8. A Clerk. P.E 609712 Slusantd tug wltb tgo NO Ou M � ., "'M,;'TSr Hat +tY f 4� 9j.'g4 A A A A A A NEG POS NEC POS NEC POS NEG POS NEC POS NEG POS NEG PO8 NEG POS NEG PCS NEG POS NEG POS -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0_ -75.0 70.0 - 76.070.0 -75.0 70.0 -75.0 70.0 -75,0 70,0 -78.0 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 -78.0 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 -78.0 70.0 -76.0 70.0 " -75.0 70.0 -76.0 -75.0 70.0 -75.0 70.0 -75.0 -76.0 70.0 - 75.0 70.0 -76.0 -75,0 70.0 -76.0 70.0 -75.0 -78.0 70.0 -76.0 70,0 -75.0 -75.0 70.0 -76.0 70.0 -78.0 78.0 70.0 -75.0 70.0 -73.7 70.0 70.0 70.0 ra.0� 70.0 70.0 70.0 -75.0 -76.0 -75.0 -75.0 -75.0 -70,4 -87.9 70,0 -75A 70,0 -75.0 70.0 -75.0 70,0 -71.1 70.0 -85.5 70.0 -60.4 87,9 -59.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70,0 -72.1 70.0 49.5 89.5 -87.5 67.5 70.0 - -74.4 70.0 - 89.8 69,8 -85.2 85.2 -63.0 83.0 - 80.8 80.8 -58.0 58.0 70.0 418.4 68.4 -63.9 83.9 40.0 80,0 - 58.5 58.6 - 58.2 68.2 , -53.4 53.4 70.0 -81.8 61.8 -58,9 58.9 -58.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 65.5 -67,6 57.5 -54.9 64.9 -51.8 51.8 '48.6 48.6 -45.2 45.2 -42.4 42.4 80.4 - 54.3 54.3 -61.1 81.1 -47.9 47.9 - 44.8 44.8 -42.1 42.2 - 39.7 39.7 59.0 -82.8 52.8 .49.9 49.9 ' -46,4 48.4 , - 43.5 43.6 ' -41.1 41.1 _ - 38.8 38.6 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) X X COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3682 e WIDTH 37 A 43 A 48 631/8 57 80 64 88 A 72 74 TABLE 4. 31 °awe Or Catir Rose 2w Rontskrec Render 812348 kasfiskars ()hacked FJG 1,16.11y. Dam: F.X 12117/02 38 38 3/8 REVISE ANCHORS &ACID TABLES 71? MOW OP170 4 Off. "XX" WINDOWS 43 48 1070 fE0HNOL0YORA'S N1010307, FL &4276 P.O.80X 1829 NOKOMIS, FL 34274 505/8 54 57 80 63 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E, 13/18" LAMI (1 /8 "HS,3/8" SPACE,5116" LAMI -Wl 1/8"HS,.090,1/8"HS) TEST REPORTS: FTL -3882, FTL -3729 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 8. "XX" WINDOWS TEST REPORT: FTL -3680 GLAZING OPTION: C. 7/18" LAMI (3/18°A,.090,3116"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 GLAZING OPTIONS: C. 7 /16" LAMI (3/18"A,.090,3116 "HS) F.13/18" LAMI (1/8 "A,AIR SPACE,7 /18" LAMI- W13116"A,.090,3/16 "HS) TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH F -55.01 65.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 114° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Vim.* getter ftot CA-740 NTSi 6 at 13 COMO MS 7045.8 D PRODUCT SUICIVED as coatistyrrimidi Sid 914E4 Calt Awvaloseo Pd® Lures A. 'hoer, P.E. PE 068201 blecharicat [ 1 A r r e e � x x oxx_o r � x 1 7t 1 . It 1 I ZONE '1 L_, BILL ZONE "C' §5E TAHL.E 3.. SNT, 9 M 1 L f HEAD .,�.... . "P" 1'Z ENE 1 e e SILL BILL SILL r NE y SEETT ZON g " A � E I ZONE 'D• I ZONE " I A $ILL B ZONE �ZONE"E" ,TTBI 4., BHT, E. ERE TAILS 8, t ¢(T. ¢ gal 8 . .�. ZONE EE•D" ZONE � � t2°e -1— HEAD u 2oNB�"F"" 2H r , XXO OR I er ZONE °D °-'4"—ZONE " Z 1 8EE TAB!P 7.. SMT. 9 ow* tie* arrers I ZONE" 0 SED EXAMPLE ANCHORAGE SOLUTION FOR f CONCRETE OXXO IN€TALLATION A,19' x 833/4° SIDE UTES "B" AND "E' ZONE ANCHORS FROM M TABLE 7, SHEET 9. �20 NE"D " ZONE 'E " .4 .ZOME -- BILL SILL , _._ -ZONE- °E° ZONE °F" ZONE 8EE.1 f ,g 7 . BHT. 9 0 NOTES: 71 4•W 90C DC R 1HlTH 19'W SIDE LUTES (ENEKUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS 2. ELCO 884 CRETE -FLEX MASONRY ANCHORS 3.012 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O,C, FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMES (ALL): 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEiD & SILL OF 00088: 8' MAX. FROM CORNERS, V MAX. FROM ASTRAGAL CENTERS AND 20 718' MAX. O.C. HEAD & SILL OF SIDE RTES: 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. ANCHORAGE, CONFIGURATIONS 1070 TECHNOLOGY PRIWE BIG" A 7+11 Ott swam ` +, ' . s te ws ALUM. FRENCH DOUR S SIDFU7SS MIPACT Boo PLUG; B, 713/4 "x83314 " DOOR ZONE °F'ANCHORS ROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 I OT (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 1+8+8 +2 m (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. om +!; .ngevl7h IAi 7 Appruvvi Da na s sishi s num L Cla,k. PE. PE #39712 8nctisal COMPARATIVE ANALYSIS TABLE 6. & °114.112 -114 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4807, FTL-480e M rCi"Z1C1 il cal En Poi [73=3I;I 11MLI 1 Egan3 I �+ ]®6 lCt'7 moan Mall G117 fI 1E33 LEI 1EI0EL'111103iI33 60. EIFI[ I MIMI MI CZ) ED MEI Cal MI 1�t 170 6LlI'7 LIMED L13 ELI IUD 15 11 C I CUM I EEIL21 WILD MUM 6a] ' , aUlai 621 ilEI 1 Gi 6231123 , E 1 -90.. Q!f gallon -oo,o L ' -90.0 Ell !MEN 1E31E11 .90.0 CO Einal -90.o Gil Qj 11,711113 1123L1 Mil F E1GUG IETIFI3tom] CI)L]ET31633E.LI C3dJMI E131111 1036%X11711103 LE WM LII rffiI win Ell G UM 151:13 UM ial !MEM DMED11211100 EI1 '®' IMO EL`1�' Er3E ILE na EI37 E21L13 -so .Mil CI] -90.0 I t'�' cram i 06137Fi' 1 123 .1EL1E31L i Val ELI Ell ED Ell E Im E1 I ED =UM EU EED6 303 W I E L E D " IOU EI11E33E11ff23 12)153311A Bill XII 23112 IC7r]1130621031533 X11 E1 LEI ti71LIl 623103 rEn a1 enci EDO 1E31E11- 90.01x1 Ell 121 -eo o Ell Ern E�]' VII Ell IEEI 50.0 :. MEM /.1 1113E3 LI3 ion tar !MUM Q 0110 UM1:111[a1d3JIM 40.012]IL I 6231:113 61E11313 fU� ED 1031123 LEI 6231123 623E13 ran E13 623 1123112111EE1LII li 11232 EEll 1J ram El3 - 60 . 0 03 E 3 3 1 7 1 0 En Lill -90. LEH= E<E] 1M3 Ell K M 1 Z ; 3 6 2 1 E 1 3 1 5 ; 11E0 112g MEM 1711E11 Ell 61ELL13 1213 Men R. ]LIEIE ]t rn -eo.e so EY11 E5131 AE UWHI IEL IEll 11i [ E r i lEMi Ell Ell 1130 LEI 1 Ell 1E131t1' 193E1E13 ILI11123 COIL33ELEIEI1 623 Ell Ell EIE71S' 3E1363/ V En Ern 1 711 7 Ell 6I1B LI]6113 Ell 1 1 i33EllEllETD El3 s6.0 :0 (21E3 .: Mill LE 671121 mita]E31I113g d1 E31 MEM at] KM G'•J<] Lai CEDED L73(216s?:.b1 MI1E33ETDE13 LEI 1Ii11021 Ell ELSLIE1WM11111E13 Ell 6i3 1211E33Ell 1 11MLE 12 142112111116.743121 - 9 0 . 0 1 1 1 ] 633 F23 623E33 6 7 1 1 I I TE1E71671E071E17E EY 1 CD cm 623 E- M2/1 ]1 6 1 1 f u g ' MEM L I E 1 6 . Q M 4 7ETA Ell Ea7C lE 7Cf1I< 0E1 FTIEI1 61/il 603 L33 1571 En Ell EEO 62111E1 11511 LEI 6113E11 1E33 L33 621L131113C11613 11E1E13 61E100 FIA ]' emEcn noun E`er un 637E21E DE Ell 6061121 CD En I 1r on eo.s 4 88.0 - :.,81• 1ca1 IDI O ED 1E161 El IC IE iCalEiI r 50.o 1E11 mum] C EZEI 1E11E11 [ ]103 IME MI623EL'a]' CM Ell 1' 11 31 `rT3'1036I3EMEi11131E23121Ell1r 3 Ell LE EEO E ED mu 1(43 671Ecra cm En coma E L ' b l ' E M I LEI 621Q3WUELal 1 1E UE n co Ell 6 E15E1F 1E ICi1 GI/ LEI mE 16EI/ 11Z/13 1 rxi 1E11E11 Ca1E lEMI MU1€11 L TIFI171E1J TE.1/ MI EMI 1231E1S3123' 1E33 LEI 623 LEI 6 1 70.0 CULT/ &II LEI [ L731E3111E1 1533 111E1 1012 un 623E33 cm 3]6';303 62103Effi11E151 62E1E21 E211 inn E lE1E i1 CMEll Fri EEL= I L11121l E6/A3 UM C ED67]03CA1GUC IEEE] GM ED E Ell 61E1 Em 1€30E13 Eli DMLI36i' E1E 11E1]E33663lF2I]IE33L33Dill EnU Fall✓ 11123EEEB Ell IZ]Ell E73 ir.9] JE X1Q3 raiE+ll623IET) rF1 70.0 eon imn rua rna L 1[ 67111:11 ISEIBMEE11: Ilk7[51EIIEEM M L1 dal ED rai EllME1 6.311EXI EMLE1 Ek37 103 ED EllE 7 blEbl l C]C� 15,23Ei3']623 LEI 623E D 621 E23 1f21L33 621Ell lizn En ern E 76I3JETSl61E11E111 TD03 FAA 1 fill um LB E ] lLX1 311E7E3113121' El/ 621121 [] 1E Eli 621E11 1ET1123 I AEi3LEIY1ET1E7 11,311 621E11 621121 CIl 637677 on man col:23 EMU] lLINE D MI Ell/ l3E3Ln1E 11EI37 :F3 1E13 L33621Er' dal 3E�t�'1UMW] 603 co cm EI EI1E3 Ell LEI 400 El] , E";i7' Eli EI/E Ell Ell 62111E1 33 E CIE ]El UEMIE ] 11110 F23 ED EILIEEIDEEMEDEI 1EN 11231113 1E13 Ell 6g3 !? 6:7L1 76236a3 EX1E:1;1ETTI EMI 1E11 E31 fE ]® -55.0 POS NEG 85.0 -65.0 POS NEO 55.0 -55.0 "0' 38 72 37 74 7s 101 108 111 114 117 13,E - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 78.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 - 73.3 70.0 - 71.0 70.0 47.4 67. 67 391/2 42 45 48 801/2 83118 1083/8 64 651/2 67 681/2 WIDTHS "XOX" 80 120 HEIGHT GLAZING OPTIONS: A. 5/16' LAMI (1/8"A,.090,118°HS) B. 5/16" LAMI (1/5°H8,.090,1/8'HS) C. 7116" LAMI (3/18"A,.090,3/16°H8) E 13/18° LAMI (1/8'HS,3/8" SPACE,5/16° LAMI -W/ 1/8"H8,.090,1/8"HS) F,13/16' LAMI (118 A,AIR SPACE.7/16" LAMI -W/ 3116"A,.090,3/18"HS) C,F 80.0 70.0 40.0 70.0 - 80.0 70.0 -1.0 70.0 -77.1 70.0 -67.3 87.3 43.3 83.3 -89.1 59.1 -55.8 55,9 - 83.0 53.0 -50.0 60.0 - 48.3146,3 TABLE 7. 10" &114-1/2-114 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7110" LAMI (3/18"HS,.090,3/1EHS) ALL "0" SIZES UP 70 80" WIDE x 89" HIGH AND ALL "1/4.1!2 -114 XOX' SIZES UP T0120 WIDE)/ 83" HIGH F-- 9091 70.0 TABLE 7A. "0" & 9/4 -112 -114 XOX" WINDOWS TEST REPORTS: FTL -4807, FTL -4808 GLAZING OPTIONS: D. 7h6" LAMI (3N6"H8,.0e0,3/16"HS) G. 13/18° LAMI (1/8'A,AIR SPACE, 7118" LAMI -W/ 3/181H8,.090,3118"HS) ALL "0" SIZES UP TO 80" WIDE x 78" NIGH AND AU. "114 -1/2 -114 XOX" SIZES UP TO 120" WIDE x78° HIGH I - 65.9166.0 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' $$4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F, 1/ Road eV: om Wan. FK 3!25/03 8 ADDGLA89 TYPES TO TABLE H�ar7 mar F.K. 7/10/03 ti et BY am": 6123105 Perialoas D tld"0oft Ona�aep: 0°m. 12/17/02 CHANGE ANCHORS AND ADD TB HT. OPTION P.K. 7• FE: REVIPON C NO CH400S THIS SHEET 1070 NE T KD lens P.O. BOX 9329 NOKOMIS, ft 34274 viabl Realer ""'Na"" C4-740 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT suda NTS - 428142.8 apae mmwre. 7 d 13 1 7045.8 6 POs 65.0 56. 55.0 86.0 43. 42. 0 .2 49.8 46.2 46.2 1.7 - 40,8140.8 D d 0 X 0 Luca* 5, Tumor, P.E. PE 003201 Machatlml DOOR PANEL 1•QP BOTTOM RAIL .880 .050 1 O P80.LER8 HEAD ADAPTER • r "'"'"‘"•• 3.000 o 8 3.000 OUTSWING THRESHOLD 808378 DOOR PANEai.. SIDE RAIL 808340 1" 1-1.600 + � 125 4.728 4 DOOR PANEL 0 0 8083 T4OR ASTRAGAL 780 .050 .883 r TRUSS CLAMP 3/6° t, 8083•rs 73 5083.1 1""-^- -3. lop — .—�..j SL HEADER 8083 -T8 .883 0 HEAD C 7 Z 7/16 GI AZ�IG BEAD 608348 SILL 80 e� .,8 j ♦x+•s -.826 : 060 Q 5 12 C) DOOR PANEL 46 EXTERIOR ASTRAGAL r1.4801 3.40 8 2 H 805348 .0 2O DOOR FRAME. JAMB 8083 -r3 1.57 8 .060 3.100 SL JAMB ADAPTER 808378 CD WEATHER 37 STRIP CHANNEL 808•46 D HINGE 80834E A� $yi rnk On Pb7W0 rmoe., cum pa NO Mq ti 1.820 (0.376 .125 L Work P.E. PE 03971E sotrtopt COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1(3- 1/3.1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAM! (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "X0X" WIDTH HEIGHT 26 31 30 38 318 a 43 48 80 5/8 54 57 80 83 NEC POS NEC POS NEC POS NEC POS NEG POS NEG PPS NEG POS NEG P08 NEG POS NEG P03 'NEC POS 37 551/2 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 •78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -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 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 76.0 70.0 -78.0 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 89.5 -57.5 87.5 56 84 A - 7 8 . 0 7 0 . 0 - 7 8 . 0 7 0 . 0 - 7 8 . 0 7 0 . 0 - 7 5 . 0 7 0 , 0 - 7 5 . 0 7 0 . 0 - 7 5 . 0 7 0 , 0 - 7 1 , 9 7 0 . 0 -87.7 87.7 -84.9 84.9 - 82.7 82,7 - 60.4 80.4 60 A -78.0 70.0 -76.0 700 •75.0 70.0 -78.0 70A •75.0 70.0 88.68.4 4 83.9 83.9 80.0 80.0 -58.5 88.8 i - 58.2 88.2 53A 83.4 84 i 98 I A -75.0 70.0 -75.0 "70.0 -78.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 - 81.6 -58.9 58.9 - 58.1 58.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 87.333 101 A - 754 70.0 - 75.0 70.0 -75,0 70,0 - 76.0 70.0 - 88.4 88.4 - 68.2 58.2 - 86.6 65.8 -52.0 52.6 -49.4 48.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -78.0 70.0 -78.0 70.0 -71.8 70.0 -81.6 81.8 - 55.1 55.1 -61.9 51.9 - 48.9 48.9 -45.6 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -78.0 70.0 - 75.0 70.0 -75,0 70.0 -70.4 70.0 -80.4 80,4 - 54.3 54,3 -51.1 61.1 -47,9 47.9 -14.8 44.8 42.2 42.2 - 39.7 39.7 74 111 A - 78.0 70.0 -75.0 70.0 -73.7 70.0 - 87.9 87.9 -59.0 59.0 -52.8 52.8 49,9 49.9 -46.4 46.4 43.5 43.5 -41.1 41.1 -38.8 38.6 TABLE 9. "XO" or"OX" & 1U3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16° LAMI (1/8"H$,.090,1/8"HS) E. 13118" LAMI (1/8"HS,3/8" SPACE,5118" LAMI -W/ 1/8"HS,.090,1/8"H$) ALL "XO" OR "OX" SIZES UP TO 74 WIDE x83" HIGH AND ALL "113.113 -1/3 XOX" SIZES UP TO 111" WIDE x 83" HIGH T-7371707 GLAZING OPTION: C. 7/18" LAMI (3/18"A,.090,3110S) ALL "XO" OR "OX" SIZES UP TO 74 WIDE x 83° HIGH AND ALL 1!3.1(3.1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 TABLE 10. %40" or "OX" & 0 1/3.1/3 -1/3 XOX" WINDOWS TABLE 10A. "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/1 LAMI (3/18 "A,.090,3 /18"HS) F.13/16" LAMI (1 /8"A,AIR SPACE, 7/18" LAMI -W/ 3/18"A,.090,3/18`HS) ALL "XO" OR "OX" SIZE$ UP TO 74" WIDE x 78" HIGH AND ALL "1/3.1/3.1/3 XOX' SIZES UP TO 111" WIDE x 78" 14I01-1 F -55.0 1 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 IS LIMITED TO 69.6 P.S.F. Y,re4 F.K. 444444 F.k 4442444: FK F.EG 0e: 3238423 7/10423 023/08 12!17/02 B ADD GLASS TYPE E 70 TABLE 0 "°rra"4 C NO CHANGE THISSIIEET 0 CHANGE ANCHORS AND ADD 78" HEIGHT OPTIC � Cua,447 Mo. 1 1070 TECHNOLOGY DRIVE NOKOMIS. R. 34278 P.O. SOX 1820 NOKOMIS. R 34274 TEST REPORT: FTL -3580 PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 04.740 3 X O X X O 0 X °O` m"" _ I "`0Y°" N' 7045-8 . Lass A. PE N80201. P.E. tAechartleat NTS ._, .. — FT' EN . '- 'HOLD & � c:11111111 1011 111111111111111111170wiii. MY�i�QTt j 1E11 MA11111111 [AI / Q ID 58 X •UADPN. 8 ITS r s A•.' - _ AD 57 $R .286 flowarzirgin lit i i'il • - :.�i C �•i'T. A, . •' Y -.. 87' Q 0 ITi - aIFn , Y:T:I , � { , �i I TIT- +i 111111.111 yl„ i : I l•TY !;:l 7:1MEI T!y.rMINIA•i A. .535 7• E Y 1' 7 ; T- `! . - ACE s — 70 ra - pq ; 11 iTq 'wi x .• � '•TC' po • .• ,'!► i lii _ l_ Ix: i :li :'�� ". . :i :TB' d1 0 c O31 3 1_ 54 9$7 $r 1118 sod* OM 71 T 011 ?".'?r+ T 8 . - , ;IMO - 7' Ie 070 /70K BU = 'IP.1 , `IGH 1 .fi:. 3.. , y1 E - 9 - .FT T T, H ,,_• 3 : Q .:r• & :i r� A • �ryr, i d . '1: v- ,7$0 PH. FL: $M$ STRIKE - PL INSERT INACTIVE PANEL • - X.75 98T C �' err =l tmr���;ra�rsii Y � r Y . .0 41 "Y . 1 ar�i.f- lMl�� . ,:me P. 1. �:�q E 4 eti�l�ir ;reTw TzEI T 4A C s. = ?'; frl� fie•. , 1 T r. ;,r., r r p +-- 3.760 �--�-I PARTS LIST "XO° or or & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL- 3729. FTL4607, FTL -4008 GLAZING OPTIONS: A. 5/18` LAMI (1/8"A „090,1/8"HS) B. 5/18" LAM/ (1/8°HS,.080,1/8°HS) C.7 /18"LAMI (3/16"A.,090,3/15 °HS) E. 13/18" LAMI (1!8°18,3!8" SPACE,6/16" LAM1 -W/ VS" H8,.000,118•HS) F.13/18" LAMI (1/576AIR SPACE, 7/18" LAMI -W/ 3/18 °A,.090,3 /15°HS) HEIGHT COMPARATIVE ANALYSIS TABLE 11 1131162:1911 COMM 91115:111 E=I1191113:110:1913 emmin - 78.0 70.0 fawn BMW MI -90.0 l<] E IEI 191I -90,o EIII FIE EMI MEZSI =EMI -so. • 70.0 En EMI .90.0 EMI no EMI E Z U M I M I I 4 b I I i b 1 E 1 CU EMI:1111E/2011310 =Ion numcola' t SEMI U Mill EEU] UMFMW 1IMA MEMIEn lEICI 70.0 -78A 70.0 - 76.0 1]!E31] L Enra En EMI o'1 ER�:'IO I E1911 EMI EMI -90.0 EZI<1 .lIE -s0.0 70.0 IEE1 WI!MEit7 EMI ESA]EZb7 1911 E t11EMIfinES=f I IEII3klE13 1 !Ulla] Ell ItEU EACH MD 11111191211031911911191:1120 tff KO191IEZal ISM E D Cal Q MEI 91121 1107191119111133 Pa CD En EX] FRI EIS] EI XJ BO 0 9:1117allirrl !<fA7ELI'IEIlCIEDtr7113EZZ] EZal : l :. ' WMEM CD EMII CM Ma 111111 19M111111 E QIF31 MUM 1111 ED anFilI] ffF1CIMEI En EMI 6IEW 6110 193]EZaI1i11]E52C]191:1EI:171ffnEID [A man mum rx EMI Es5191115 11717] M] Ea] [3]FI IG'Ik7ma[ 117E 17[; ErEIEEI • 15111/1]EMI CMELIVD E13) 1:IE1EyACfbl1E113E:] EEILI EMMA IEE1 Ell cram III ISM EMI WMEIIlUMFM ED Ell ISM EX] 6IIf]E7 romanam en . MI CB1113MULTI 7110E1 EMI 1711 EMI W1) MI EMI L!'uLTE7C C5E7 EMIMI EMI two - =' 9 MEM • 6IE] EMI IZE EMI MOBEra cri Mil CEO CYUEIMIEI113 1 En 1 1 MU I) 131911EZD1E11 Ell 1ffAE11ESZMlE1Zl <II:MEIM I A9111IMF ] ain Ian I'SM EZa7ltl�lEZa] EU MED lErl 971- so.oFM!ManOD tiTI E3]G!Il l [I13I'Ia1 [ IEU7 f1[3>cIlk Man D613L1 Ear]Cal E IMI L" UCFAE1E1 MI E IKM[X alai VD CEZI E IEU]FM • EIII0 Q1<]6.Ilr]E11 IMED FM ISM 113 103911 En 70.0 Wail om=FM MIET3FME IMI MEM EII] mi Ell ETIC IEMIEMI EU EMI KU 111 MEM M W211119119.1] KM LED 1991 Mil MC IMUMEMIC' 11991E117E 31 LEI IDEc'1n Ea:1E7a GEE DIMODEffi7 ' ' I EILD ] ED 11ODF ] CIA MIM17IIEIE7ELMES EMEt1E17L11911UI1113EMIr ]GE7EI1F3[i L' ]E' ] E11fl[11`IIECU111 11:1171 • ffLI IRNEMI Ea] E3E:3C5n !UM 11.11 MIMI CM con ean 03 EMU/ CEEB E MI) El=i ISM Ell EiZEl men]EZaI CODED Ein 1 31112 tal Men FM VII MODEM EEO EIMESi'I[]ii 1E MIEMIE I 7EIA rn E l IlIi3 I170E:iIiI C 7 NM Dal I7a] 111E MOB EE]11I1 OM MI Ems] IIMEI IMO Ell EJ 11fl ES IEE1 MEI CO 1E 11EZII71911EI1]ISZAE>"D' Ea] 11 I] EYZ1AEIal Ell EZbI Ell Fa]CMlilflEBBED IEEICII3 CU MEM Eri GM Minn 5.713 FED Ei31Cf1L1E?1II E21 alMEME110Blfl MLMIEMIEE{7 112111503 EMI 11 CMCM Eli E DEMIMIMCA n ECU Cola E'MEMI E taET'11EII7E I E11MOEZNIEEI a7 Ern QM IEEICIIE41`]MI ISM EZAE DIES ]EIa]ItiZEIEll moo EME'n•90.0EZnr7l MULTI EMI M3 MIMI EMI[M1 MIMIMI MI EMI 55.0 -55.0 55,0 -55.0 65.0 -55.0 55,0 -55.0 WIDTHS "XOX° VENT FIXED 00.284 18.125 31.014 88.019 24 39.919 96.573 27 42.973 08.849 30 48.840 115.892 32 51.892 122 33.687 54.627 123.135 34 58.135 128.000 34.791 58.415 130 34.896 58.208 130.375 38 58.378 134 37 80 Awe ear alita tweloag F.K. 9 / 2 0 1 0 3 B A D D C T P E E T O T A � L E I I women F.K. F.K. 823108 0 CHANGE ANCHORS AND ADD Kr MEOW OPTION th=an Oua fJw°tmdar. over F.K 12/17/02 28 36 38 3/8 43 48 50 5/8 54 67 60 63 67 NEG POS NEG PDS NEG POS NEG POs NEG POS NEG PCS NEG P03 NEG A 75.0 70,0 -75.0 70.0 -75.0 70.0 44.1 70.0 - 84.9 04.8 - 60.6 60.0 -58 "XO' &'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12, TEST REPORT: FTL -3580 "XO° or 'or 6 °XOX" IJNECgLIAL LUTE WINDOWS GLAZING OPTION: D. 7/16" LAM (3/15°HS „080,3118"HS) ALL "XOX" SIZES UP TO 134" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL °X0' or "OX" SIZES UP TO 97' WIDE x63° HIGH WITH 37° MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH 1 49.0(70.0 TABLE 12A. "1(0" or "OX' & "XOX" UNEQUAL IJTE WINDOWS TEST REPORTS: FTL -3580, FTL -4507, FTL -4808 GLAZING OPTIONS: D. 715" LAM1(3/16"HS,.090,3/18"H8) G. 13/16° LAMI (1/8°AAIR SPACE, 7/18" LAMI -W/ 3116°HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX° SIZES UP TO 97" WIDE x 76" HIGH WITH 37' MAX. VENT WIDTH AND 80" MAX, FIXED WIDTH 1.66.0 65.0 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 IS LIMITED T069.6 P.S.F. Data NomWet 7/1003 C N0 CHANGE THIS SHEET 1070 TEOHNOLOGYDRNE NORMS, FL 34278 P.O. SQX 1818 • N'OKOMIS. F1-34274 1 -58. V41613 Bata, PCS NEG P08 NEG POS NEGFPOS 55.1 - 53.3 53.3 - 50.5 50.5 steseteom sov: CA -74o J NTS 72 NEGI PDS 9 13 inn*, 7045.8 70 NEG POS 55.0 56.0 85.0 62.2 47.7 44.6 44.0 1.9 41.8 40.8 PRESSURES- UNEQUAL CONFIG. X0, OX 8 XOX r"3r. ALUMINUM CASEMENT WINDOW, IMPACT D x 0 x UNEQUAL UTES x O UNEQUALLRES 0 x UNEQUAL LITES P30®flC7 As e:rce-lq.l v ttt, eie Katt& I,4417•,dG Lucas 0. Tamer, P.E PE 068201 Mecham:at MAX 'XX' WIDTH VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE L TES IMPACT satyr F /t-7 5 d 10 1905&0 B DLO MAX. If WIDTH SL SECT. E-E HORIZ. (DOOR W/ SIDE UTE SPACING, SAME AS JAMB ANCHOR SPACMO MEE SHEETS 7.9 AND 0) 'XX' SECT. C-C 1IPRIZ 'X' SECT, D-D : SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLcASILITY DLO MAX. SL WIDTH 1. DLO 4 ' 1 SL SECT. F-F HORIZ. (SINGLE SIDE LITE) ROMP as e�uw tie Dins Nom 0416 no gaim1 Rabat L 61azk,PE. PE iner12 Ana 8 ADD 431 1.0. f3LAANI3 BEAD 7EM Fit 7/10333 C 3UOW TOPHH76E Ram4ar 0u: Arta"= F.X. 623335 0 CND BHT. 010. REF, AND ADD ITEM 89 Onten8F 2 12 '''''''''6't Dot F.K. 12!17/02 __ (� REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® S PATEC 7 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Rona EEPNEWED ro agapbrgwlt the M ari& • atddiag Cabs Amuse • MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 10707EGINOLDCW DRIVE MOWS, FL 34275 P.C. 80X 1624 N41(0 65: FL 34274 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 hi MAX. VENT 1 u i>� fr, Imo DAYLIGHT OPENING +I (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Visibly Bever CA-740 WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX NTSI 10 m13 70454 REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 ipaosivr 41.01904 wW Os agile Cate Luca" 6. Tumor, P.E. PE 658201 Mectoscal FK 2122117 DOOR SECT. A-A VERTICAL J.4 WSW D QI 1.489 INTERIQR DL O MAX. LITE HEIGHT 40 SL SECT. B-B VERTICAL ttiOMOLCOVIWITim ?MOMS FL MI6 INtERIOR SL VIEW G G CORNER ASS!MBL) EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE L TES, IMPACT Tan* a1�CItldP 0 lbw -�� 7 sprat ii2f 14 d 10 I 11005.1 B � 4 acomphiml with the @md4� ad 7 Mloml Mut FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6083 -T8 "XO" & "XOX" FRAME ASSEMBLY DETAIL #8X1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL #12x1 PH TEK 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -.SPAN MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T8 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL .095" 0 CASEMENT BACKING PLATE MAT'L: 8063.76 DWG# 7071 .434" 2.854" 082" NOM. 1.169" —2.139" O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAMEHEAD, SILL, JAMB MAT'L: 6063 -76 DWG# 7005A .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MAT'L: 8083 -T6 DWG# 7002A !MIMI WNW/0 as 5 iw RC dia5O a S ..i• No 2.919" m ay 0w FJG 3/1113 FJf Calr 7 Asasrpc S C m Olt 4i". R115 F.K 6/23/05 D reame Our Clmrd"eay. Cm¢ F.K. 12/17/02 ND01141111Enits311557 N0 CHANGE THIS SHEET ADDITEM69 1070 TECHNOLOGY DRNE NOXOMIS FL34776 P.O. 8071579 NOK0140 FL 34274 Vtsfbly Aataer EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT SarlaReattst 05.740 s� NTS 11 13 5 7045 -8 D Woes A. i ome,-, P.E. PE 930201 Mechanical r -- - --•-731I2" � o� SEE NOTE 3 w -^1 35B NOTE 4 a7 MAX. I IIMINNIKNIMI CI X FZ 2S207 1!1 6'21M7 OR XO 84 81.0 TYP. ea' MAX. HT, TYP. so 1. FO ANCHORAGE DETAILS EEO SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8. 3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX,'OXO' KO','OXX' AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'X(' DOORS AS FOLLOWS: (7C DOORS = WIDTH - 8.848) CXX' DOOR = DOOR WIDTH/2 x1.079) D .p EIGHT o HEIGHT - 11318" DLO WIDTH 'X' m DOOR WIDTH •1218M8' DLO WIDTH 10C = DOOR WIDTH/2 - 11 8/18' ow HEIGHT = HEIGHT - 11 318' 01.0 WIDTH ® WIDTH -31/8" o.obre 1 ELEVATIQNS jaztvaveerza ALUM. FRENCH DOOR & SIDE LITE I IMPACT q s�+' a IVTS) 3 d 10 I ra 11005-/ I B Visibly Bette 4t1 wn P�• pia mon _ t. ` Q .4%, of' let on - t.m�°rR Itgida ,R l Y PARTS LIST CONT. ITEM DWG # POT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 48 X.750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL& JAMBS 81 1155 781PQA 48 X I QUAD PN 8MS 82 7010 PIED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLA9I;JGBEAD (13/16" LG.) 13/16" t0. GLASS (1/8"115, MR SPACE, 9 /16"LA.Ml) 5/16' LAMI m (2) LIVE OF 1/811S GLASS WITH AN.0901NTERIAYER • SOLUTIA OR DUPONTPVO 87 13/16" 1.0. GLASS (1/8"11S MI , AIR SPACE, 7 /16'LAM1) 7/16' LASH 3/16A & 3 /16118 GLASS WIIHAN,090 NTERIAYL'R - SOI.UTIA OR DUPONT PVB 88 13/16" G. GLASS (1/8 F, AIR SPACE, 7 /16 "LAMI)7n. 'Amp. 3/16115 & 3/16113 OLASS ATTE AN.0901NTERLAYRR • SOLIYtIA OR DUPON1' PIM 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, MST 13) PARTS LIST 2 3 4 5 6 SASH- TOP, BOTTOM & SIDE RAILS 48 X 1 QUAD PH SMR 7 9 10 11 LOCK SUPPORT PLATT 410.24 X .562 PH PN. TYPE F 12 8$ X.875P1t PN. SMS TIE BAR GUIDE 13 14 15 16 17 18 19 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 6163K SILICONE • DOW CORNING 899 . 995 OR 0 • UN PARABOND SETTING BLOCK 50 51 52 53 54 55 67 68 69 72 DWG 7002A 1155 7008 7003A 1155 7017 7009 7034 7026 7014 1157 7013 7015 7027 7030 7031 7032 7033 7022 7023 1224 1634 1635 331 7004A 7011 7012 7019 7018 POT. # 781PQA 78IPQA 67017K 78X78PPSMS 7858/A 710x12FP 6TP247 61635K 60976 78x 67004 712XIPPT 711573 711.01417 DESCRIPTION MAIN FRAME • HEAD, SRL & IAMBS 48 x 1 QUAD PII SMS FRAME CORNER KEY 1/2 "X1/2 "X147" CLOSED -CELL FOAM' TAPE. BULB WEATHERSTRIP .187X.240 SAM CORNER. KEY MAXIM MULTI-POfNT LOCK MULTI -LOCK KEEPER (RH. & LILL) TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING LATE 88.32 X .375 PR PN. TYPE 13 SPUD BRACKLaT (1.11. & RIO 88x5/8" FLT. PHL SMS OPERATOR TRACK& SLIDERJDUAL ARM) SNAP-ON HANDLE 12" I4A`OE(j1EAVY DUTY) 010 X .500 PIP PHL. 5/16" LAMINATED (1/8A & 1/8115 GLASS) .090 INTERLAYER" SOLUTIA OR DUPONTPVB 5/16" IAMINATED (1/8113 & VMS GLASS) 090 INTBRI,AYER - SOLUTIA OR DUPONT PVB 7/16" IAMBNAT111) (3n6& & 3 /I6HS OLA8B) .0901NTERIAYER • SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16118 & 3/16HS GLASS) .090INTERIAYBR - SOLIJTIA OR DUPONT PVB GLAZING BEAD (5n6") OLA7&40 BEAD (7/16") VINYL BUIE WSW (THICK) SCREEN FRAM SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CIA' 48 X .500 SQ: PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE 1/12 X 1" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T -BAND E KNOB FOLDING HANDLE FN. ease*( F.K. 7L,md F/( F.X. 3rrsro3 7/1947 623/08 17/02 8 C 0 4.ee1efh: aw ADD we' IA GLASS B GLAZING BEAD NO 01I9NGE THIS SHEET ADD EQUIV. TO ITEM 44, SILICONE AND ADD 172148 87, 88 ANON 1070 TECHNOLOGY DRIVE NOKOM18. FL 34276 P.O. BOX 1529 NLYCOMIB. $134274 .706" .050" .523" .050" 0 5116" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 ® 0 7116" GLAZING BEAD MAUL: 6063 -T6 DWG# 7042 .040" VAt61y Barter ra" .865" .866" .423" ( 60) CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 r;•� r — .172" .870" .125" .082" PARTS LIST & EXTRUSIONS .050" 1,124" .289" —�-I N— .669" 0 13116" GLAZING BEAD MATL: 6083-T6 DWG# 7047 .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT I NSTALLATION HOLE COVER MAT'L: :1:3 -T6 DWG# 7007 &task !PRODUCT MEWED as corm13N8 Hnv6t6 Wait; BislAng theta Acceigarallo Edo manmuu. at. 4ro'd' Q�e"e" �" Lum6 Tartar, P.E. CA NTS 12 13 1 70454 D i 3 371/2" WIDTH 29 1/2" 2 31 1/2" 3d wiz 3° 371/2" riMeEn gg WIDTH M 3/4" 5 59 3/4" WIDTH 103/4" +40,0 +34.0 +75.0 -78.0 -78.0 -49.0 -34.0 -76.0 EMI= ED ECM =CD -76.0 .. 83 3/4" +75.0 +75,0 +34.0 +78.0 +78.0 +98,5 +81.0 -70.0 -78.0 -34.0 -78.0 -75.0 -61.0 I4 87 3" +78.0 '"HG •$ ._A +75.0 75,0 +78.0 -75.0 iiimmicaps mmism +70.4 40.4 -+ - +75.0 •75.0 .75.0 -78.0 -76.0 +75.0 •78.0 +75,0 .75.0 ammilmorinemormi rims 40 473/4" EMEOMrrl � + 49.0 •49.0 CE =LEI talICEICMICUIMICEEHMEICEI EMEE EM 75.0 +75,0 •34.0 GLASS T"" z,CO D .75.0 .75.0 +68.0 112:1133 CM =EU -85.0 RID GUMMED REM VERSO, +76.0 75.0 +34,0 +75,0 +75.0 .75.0 .75.0 .34 .0 .75.0 -76.0 -55.0 8 +75.0 +83.1 34.0 +78.0 +78.0 +59.0 76.0 76.0 .83.1 .76 ,0 . 4.0 -75.0 78.0 -89.0 SINGLE SIDE LITE army 273/4" 381/8" 36 3/4" +52.9 -52.9 35.2 -38.2 +34.0 -34.0 +49.9 - 49.9 +47,2 -47.2 +44,7 .44,7 +42,6 -42.8 +36.2 -35.2 +35.2 -352 +35.2 -35.2 +34,4 34.4 +34.0 -34.0 +34.0 -34.0 +34.0 44.0 +34.0 44.0 "AZ I a awraw., MKOMSE, MN PNik 7, RIW4 Rob& Maw TABLE 1. DEMON PRESSURES FQR ALL CONFIGURATIONS :1 APPROVED CONFIGURATIONS: X, XX, 0. OX, X0, OXO, )0(O, OXX & 0)0 0 (FOR DOORS W/ SIDE LRES THE LOWER DP FOR THE DOOR OR SIDE LATE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES Ate, C OR D g WIDTH lX WIDTH RIC Pc HEIGHT TABLE 2, APPROVED CONFIGURATIONS: OX, X0, OXO, )(X0, QXX & OXXO (TIE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LRS CONNECTION GLASS TW'PES'A 8, C OlR D ® e . NOTES: �1. GLASS TYP88: A. 3/8" LAM) (118" A, Igo PVB, 311 H8) B. 918" LAMI (1/8' H8..090 PVB, 3/18° H8) C. 7/18• LAMI (3118" A..090 PVB, 3/18' H8) 0.7/18' LAMA (3118' H8, .080 PVB, 3116' HS) A2. COMBINED DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH " 731/2' MAX. OX0 WIDTH g 1091/2' MAX. XXO /0XX WIDTH 0 107 314" MAX. OXXO WIDTH ffi 143 314' 3. SINGLE DOORS 33 818" WIDE OR OVER AND THE OPERABLE PANEL OF D0118L5 DOORS 84118" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FRO, CURRANT 501TION. NARROWER DOORS MAY BE USED WHERE 80R58819 NOT REQUIRED BY CODE. 4, DESIGN PRESSURES UNDER 40 P,S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 46. EXAMPLES OF COMBINED DOOR AND BIDE UTE DB810N PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 80' HIGH SINGLE DOOR WITH 28' 810E LITES DE81014 PRESSURE " 4 87,8 / 47.8 PSF EX B FROM TABLE 1. MOO WM1 GLASS TYPE A 88° WIDE x 88" HIGH DOUBLE DOOR WITH 381/2' SIDE LITES DE8ION PRESSURE " 4 70.4 / .70,4 P8F EX, C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 3/4" HIGH SINGLE DOOR WITH 28' SIDE LITER DE810N PRESSURE " 4 43.8 /.43.8 P8F EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 314' WIDE x 80' HIGH DOUBLE DOOR WITH 28' 8IDE LITES DESIGN PRESSURE G +43.1 / -49.1 PSF FOR COMBINED DOOR AND 8108 LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO BIDS LITE CONNECTION SEE SECTION GS, SHEET 8 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT m I7 11 10 I wl" 13805 -1 jB ApI"urep as a®n; FILIfige alde NOM -- MM l I v U y ' t� qq Puld p Semler EX ftrader Plt F.IC A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM — r SEE NOT... c 9l2G/A4 Vow 7/10103 6/29/03 1 112" L. MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK S C Axabat 0 Orem Sr. o ' G6'46" caa I F.K. 12/17/02 , A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM Tr _ NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE S/18- TAPCONS 3 914 SCREWS 1070 TECI4NOLOOYDRIVE NOX0NN13 FL 34275 P.O. BOX 1529 NOKOMIS. PL 34274 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4° MAX. SHIM I re — SEE NOTE 2 I 1114 ° 4 + ..1114" MIN. MIN. OPERABLE UNIT FRAME FIXED UNIT FRAME TO CONCRETE TO CONCRETE Visibly Better A 2x WOOD BUCK (SEE NOTE 3) sa+arr<mr CA-740 _,"-,) 1 112" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK JNTS A SEE NOTE 4 ®1 x WOOD BUCK (SEE NOTE 3) 1!4" MAX SHIM SEE NOTE 1 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 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 114" 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". ix 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. ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 13 a 13 7045-8 j D 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK R06tx.TMIMEO eamplying gltb the F SoldiveCeds kowtow A 7_ 1 r/` ( /Ur Lucas A. Turner. P.E. P2 098701 lifechavical Aft Vat aao alma wear. m amaanamaa Ara aura aa: vac. num DESCSIPT a NOKOMA FL 3I nal NOM= FL 3G71 ma* Raw NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 111:111101 11005-1 B s GENERAL NOTES,.... 1 CONFIGURATIONS 1 GLAZING DETAILS. 1 DESIGNPRESBURES 2 ELEVATION@ 3 VERT.SECTIONS 4 HORIZ. E2OTIONS 9 PARTS LIST 0 EXTRUSIONS........... „.... 0, 7 ANCHORAGE 8-10 Ap{ttou Florida N Miami widt Ora I. 0, 4 // �' 1 '4 w.1 10 k L.Oak P.E. PE 098712 ebuGwal NOTES: OUTSWING IMPACT FRENCH DOORjSLAND SIDE LITE(51 1. GLAZINq QfTIONS: A ” 0141NOM. L402°) CONSISTING OF (1) LITE OF 118' ANNEALED GLASS PLUS AN ,080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3M84 HEATSTRENGTHENED GLASS. B, • .4 CONSISTING OF (1) LITE OF 118' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAPLEXIKEEPSAFE MA) UM PL U (1) UTE OF 3118" HEAT STRENGTHENED GLASS. C. 6° CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR BAPLEXII EEPBAPE MAXIMUM PL U (1) LITE F 1 8" HEATSTRENGTHENED GLASS . D. 7_I.16" LAMJI NOM. (.4889 CONSISTING Op (1) LITE OF 3118" HEAT STRENGTHENED GLASS PLUS AN ISO PVB INTERLAYER OF DUPONT BUTACITE ORSAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. 2. DESIGN pRE8$URES: SEE TABLES 1 AND 3 ON SHEET 2, A. NEGi1?IVE _DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AWN E 1300-02. B. POSITIVE DESIGN LOADS BASED ONNQQ WATER TEST PRESSURE AND GLASS TABLES ABTM E 130002, 4. i C+ T it T32 WA SS IN4`tgABE AND BEE S VaED 0( THE DESIGN Op THIS PRODUCT, MATERIALS, INCLUDING BUT NOT UNITED TO STEEL R REQUIREMENTS SEE INTO CONTACT O T WITH THROUGH L OTHER DI SIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE PBC, CURRENT EDITION, FOR ANCHORAGE 8. , An > iL•: •T 8. 1:4i11"1" T TI`' FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT, 7, 7.. 'ICES: TEST REPORT FTL482171, ELDO TEXTRON NOA: 04.072141, 030228.00, ANSI/APSPA ND8.2008 FOR WOOD CONSTRUCTION AND ADM -2008 ALUMINUM DESIGN MANUAL, 8, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BULDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. poNFlg SAT ONB WHOM OO I ! TO DOOR COINECTIQ(y: A. THE LOWER DESIGN pRESSURE FROM ( ALE 1. OR 2: PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 8),18 REQUIRED ONLY AY ALL DOOR TO SIDS UTE CONNECTIONS FROM TABLE 1., BHT. 2, REFER TO TABLE 2, BHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH 00 NOT REQUIRE ITEM 22 REINFORCEMENT, Araealaa EXTERIOR EXT. • 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLE QKEEPBAFE MAXIMUM INT.. 3116" HEAT STRENOTHEND GLASS A 3/8" LAMI NOM. GLAZING OPTION A OR B NOTE 1 .402 EXTERIOR 1fr GLASS B L� 172" GLASS BI® EXT. - 3718" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEXfXEEPSAFE MAXIMUM WT. - 3118' HEAT STRENGTHEND GLASS .488 A 7/18" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP M COUNTY BUILDING CODE COMPLIANCE OFFICE(BCCO) PRODUCT CONTROL DIVISION AIIAMI DADE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAML FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issue 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) andior the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for cu *ty 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 Outswing Alm French Door wf Sideli� APPROVAL DOCUMENT: Drawing No.11005 titled "AluminumFrench door & Sidelite- Impact", sheets (through 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised. on 09/25117, 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 aplrova1 date by the Mini 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 pennanent label with the manufacturer's name or logo, city, state and following statement: '71 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 =whoa= 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 Dank 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 tIm request of the Budding Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submittal docummtatikm was reviewed by Ishaq L Chanda, P. E. NOA No. 07- 0629.10 Rxpiraton Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCT t 'rANCE: 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 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 F'I`L -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated W -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. M 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. 034827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04109. 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 's4441 ► . L1444414 hhaq 1. Cbanda, 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. AtEJAMLEQUAZI CONSISTING OF (1) LITE OF 1!8" ANNEALED GLASS PLUS AN ,080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEP$AFE 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 SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. C. 7/16' LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/18' 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" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PUB AN . • <' PVB INTERLAYER OF DUPONT BUTACITE OR SAFL9(/KEEPSAFE MAXIMUM PLUS (1) LITE 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. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X Q, 2a, XQ, 1(, , Q , ( Qom, AND OXXO. 4. CHO : THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL S S, TKO' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHAD. MEET THE REQUIREMENTS OF THE FSC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 6 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. O. : INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. R ES: TEST 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 MANUAL. 8. 1115 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 CI EPTION: 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 UTE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. MEMO EXT, -118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1/2" GLASS BITE 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 .402 AuvolIs War Px Oka Woks PA $1.417 8 CLAW Y EAT. OF OAS% I L $Ai W1E R amo aft "lbw AMMAN MAU 10 SAMS 08TiA ADD CLAMED. ROWE PA VMM107 A NOT$ 1, GLASS DESCRIPT.AA aft mower Oft FA 27 41 ioro TEMOLOGY DANE AKKOMI14 F . MR PA. MK 1629 SICKCIMA R. 8 27! EXTERIOR o Mal e 1/2 GLASS Bt® EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16' HEAT STRENGTHEND GLASS Visibly Beta? 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 .465 �► NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a m o* Babe laws arnewr a law F6101 l 1x I 1 s 10 111 B NOA DRAWING MAP TOPICS SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS....... 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 A Hawed as complying wNM the Markle Beaus I #alt . NO Mewl Mtdo act Coehol Ditihion (.1 •/` e (`'' 4 11, 4V.. I .4 I- Ca*, P.E. PE 539712 Structural TABLE 1. )?ESK3N PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR 0 HEIGHT X WIDTH XX WIDTH 8 - 793/4" 7 - 833/4" 87 314" 91 3/4" 8° - 95 3/4" 3° 37 1/2" 6° 71 3/4" TABLE 2. _ ; = = �: E : 0 0 e.�., " "IT S O _ Y A APPROVED CONFIGURATIONS: OX, X0, OXO, )00, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION X WIDTH 2 251/2" 27 1/2" 291/2" 2 31 1/2" 2° 331/2" 351/2" 3° 371/2" SINGLE SIDE UTE Q WIDTH 27 3/4" 381/8" 36 3/4" Q WIDTH I 38 3/4" XS WIDTH 4° 47 3/4" 613/4" 55 3/4" 6° 59 3/4" 5 63 3/4" 67 3/4" 6° 71 3/4" Q WIDTH 10 314" 123/4" 19" 21 3/4" 27 3/4" 381/6" 36 3/4" +75.0 -76.0 SINGLE SIDE LITES WITH GLASS TYPE A +76.0 +75.0 +75.0 +75.0 •75.0 -76.0 -76.0 +75.0 +76.0 +75.0 ' +74.9 -75.01+75.0 -75.0 -76.0 -76.0 - 74.9 +75.01 -75.0 +76.0 +71.4 +70.4 SINGLE SIDE LITES WITH GLASS TYPES 8, C OR D - 75.01 +75.01 -75.0 +75,0 -76.01+76.0 -76.0 GLASS TYPES A, 8,COR HEIGHT 6 8 . 79 314" +68.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 -34.0 +76.0 +75.0 +72.4 +64,5 +52.9 +35,2 +34.0 -58.8 -64.9 -51.7 -49.0 -43.1 -38.1 -76.0 -75.0 -72.4 -84.6 -52.9 -35.2 -34.0 7°• 833/4" +55,4 +51.8 +48.8 +48.2 +43.1 +38,1 +34.0 . +76.0 +76.0 +68.5 +61.0 +49.9 +35.2 +34.0 -55.4 -61.8 -48.8 -48.2 -43.1 -38.1 -34.0 -75.0 -76.0 -68.5 -81.0 -49.9 -35.2 -34.0 87 3/4" +52.4 +49.0 +48.1 +43.8 +41.5 +38.1 +34.0 +75.0 +76.0 +86.0 +57.8 +47.2 +36.2 +34.0 -76.0 -71.4 - 70.4 -62.4 -49.0 -48.1 -43.8 - 41.6 -38.1 -34.0 -76.0 -75.0 -85.0 -57.8 -47.2 -35.2 -34.0 NON be Dab retaa DM "aft' DEWED DIKE a r AAILY Atd1L RHO MEM Rood JC Mk 9 to IMAM rYAE3amut Stom 4Aw1 aaa am REM NOM f,? £a ADD NOTATI 70 MME f AND P. &MT A DESIONAND E2 &m ap box Wseesda s Doer FJC 22107 J.J. 8/11107 +75.0 +75.0 +67.6 +68.8 +49.8 +48.6 +43.8 +41,4 +39.3 +37.6 +34.0 +76.0 +76.0 +61.9 +55.0 +44,7 +35.2 +34.0 -75.0 -76.0 -87.6 -68.8 91 3/4" -49.8 -46.8 -43.8 -41.4 -39.3 -37.5 -34.0 GLASS TYPES A, 8, C OR D -75.0 -75.0 -61.9 -55.0 -44.7 -35.2 -34.0 +75.0 +75.0 +64.2 +83.1 80 - 95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +76.0 +75.0 +59.0 +52.4 +42.6 +34.4 ORD IECHNOLOGY DJWE NCIKVADS FL MIS F.A f1 l4 $4274 -75.0 -75.0 -64.2 -83.1 -47.4 -44.3 -41.8 -39.3 -37.3 -35.8 -34.0 -75.0 -76.0 -59.0 -62.4 -42.6 -34.4 -34.0 +34.0 NOTES: g. GLASS TYPES: A. 318• LAMI (118" A, .090 PVB, 3116" HS) B. 3/8" LAMI (1/ " HS, .090 PVB, 3116" HS) C. 7/16" LAM I (3/18" A, .090 PVB, 3/16" HS) D. 7/18" LAMI (3/16"1-113, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WDTH = 1081/2° MAX. XXO /OXX WIDTH =107 3/4" MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 W8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. y � 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: L" � EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x88° HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.41.70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.6 / .•43.8 PSF EX D FROM TABLE 2, OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A13. FOR COMBINED DOOR AND SIDE LIIES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL DESIGN PRESSURES ALUM. FRENCH DOOR it SIDE LITES, IMPACT a.""anme RNOt DAM Otefttla X 12 s10 110054 Rog B Approved 6a ea"HP1Yt"$ vittb tba Florida OW Data roAO 4 i ` � y L tGI Robert C)ad,, P.E. PE f387'12 73 112" 3/4 ► I SEE NOTE 4 OX OR XO SEE NOTE 4 8B 314' 109 112° MAX. 38 314" MAX. SEE NOTE 3-"tu kWc 3E/9' axo SEE NOTE 4 36 3W MAIL G X XX 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 WC DOORS BY 314° WHEN ASSEMBLED TO MAKE 'XO','OX','OXO 'XX0','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABIUTY SHEET 2). 5. CLEAR OPENING FOR X' AND 10C DOORS AB FOLLOWS: (X' DOORS = WIDTH • 5.848) ('XX' DOOR o DOOR WIDTH I2 4078) 143 314" MAX. SEE NOTE 3 DLO HEIGHT = HEIGHT - 11318" A DLO WIDTH 'X' = DOOR WIDTH - 12 1W18' DLO WIDTH 'XX' = DOOR WIDTH/2 - 115118" SI DE DLO NEIDHT = HEIGHT - 11 318' DLO WIDTH = WIDTH -3 118" 36 314° MAX. 95 314" MAX. (TYP,) anpt uvvu ;r ..wa;. i .Pith U r vw. 414 t",n c si OCT . 1 Pawl* Osir Oar BMW EWE MUT Oar 2=07 Itosehea 8 A J.J. rx ate* F.1 ACaarO FORMULAS fOR aosze,oSm eumdema soRaaea, i EOL7A/D MACE AlIm woo=. rib° 8 tQ70 TECHVcwA v DRIVE NOKOMIS, Fi. 34278 P.O. BOX ISM MIKOMIli, FL Sam ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES IMPACT ithogfocha J MIS 3 a 10 ( 11005 -1 ` B a. P Robert L P PE 039712 S FX 6 Ravage bow Rw bran F.i1 WNW ox XD7 J.L NO PIAVIII1709 �t MAX. DOOR HEIGHT INTERIOR SWWOf aEJJLLUWhEWSATGDRNBASSBE.Y EXTERIOR MAX. DLO DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL 1070 TECHNCUNIPI DRIVE mamma R. NOM Ph! BOX 1621? NORMA FL 34V4 MAX. SIDE LITE HEIGHT Bar WI* Baser INTERIOR EXAMPLE ELEVATIONS SL VIEW G-G CORNER ASSEMBLY ALUM. FRENCH DOOR & SIDE UTES, IMPACT is natd* skw, stair oraoro a Rac mot 11,2x 4 d 10 I 11005-1 B CLEAR COLORED SEALANT npprwad Ys somplyi ug *ft we Melds &Wag Code 7 Dale NOM • ,r v Mtem) oss C inml Olvidloi 1 I. e, PIC awn pJC al* iEwAotree Dret WIMP MAX. SL WIDTH I MAX. �" DLO SL SECT. E -E DLO MAX. %' WIDTH HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, S AND 9) r t7tN0f A AD0 9O 1 W' DEuTE" r D SMONI.EA'Sd4titE80 urE'ro . P-P .2AD7 IV1 1 'XX SECT. C-C HORIZ. 'X' SECT. D-D HORIZ SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY 1070 TECHNOU7SY DRVE 6 8.34975 p.a SOX 1e M.84274 M DLO MAX. SL WM}TIi VIAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR 3 VERTICAL SECTIONS ALUM. FRENCH DOOR 8 SIDE LiTES, IMPACT Vtclbdy Bmter PDW , x 6 d 1S I w 110054 I% Approved se with tit Fierida 2403E Date NOM • x r.:. tom Dade Peodem 'moat Robert 1. rt. P.E. PE 9712 SErustwai 11001A rti'! -OL EP 1E 2 . •7 I' _ - FRAME HEAD StRRB(EPLATE BACKING PLATE #8.32 X.500 PH. FL. M - S.S. W /SLICONE PATCH IL - H - •DA. R a +11111 rZTi►+ i[rj'J3i: =Tr* t? =T I; . 411001A ACETAL SPACER .085 (INF OUSE INJECTION MOLDED EL� i` =� 5= .+ NHO INJEC11ON MOLDED 9150 60380 X 1010 8Q + rzaialforICONFAPIVILIT01.111111111111111111111111 �..�;;UC"�'�?��rTiNel, - 1 ,147 +:++ ):�+ #.4•Ii 6081. tail LAM fri/IfF/Tfi X 71048 m; i ACE S ACER . 40 HOUSE INJECTION MOLDED FRAME JAMB OUTSWING ERT 510 X .780 PH, FL SMS ::" .: RAIL DOOR PANEL, SIDE RAIL 1• ' ' V. 010 X.625 PH. FL. SMS CAI LAIN 11 14^1 Wirri D ZONIIII 6684 (� •= .:rTr�1ni:7T:r>.`�Tr, tj�� ITEM DWG # 1 943B 2 1010 3 7070 50 6RISOFS RUBBER SLEEVE 41721 STRIKE PL. INSERT (INACTIVE PANEL) FRSPX DEADBOLT STWKE PLATE 61 930 62 931 53 1198 55 1118 POT# 60411 8Q300 67070K 7- DESCRIPTION FRAME HEAD WSTP.,Q•LON 190 X .378 HIGH BULB WEATHERSTRIP .187 X.300 HIGH 710X34PFA 010 X.760 PH FL. SMS 710X34PFA #►10X.750 PH FL. SMS PARTS LIST aa" ALUM. FRENCH DOOR & SIDE LITES, IMPACT AMMO as enattu3inp whit the Florida UMW Cede I1ste .6 EOA1 Waal Data hod* t * • ,1 B '1 t. t LGN1„ Robe L Cl¢rk. P.B. PE 139712 Structural 60 81 62 Cal ?"V4-11111111 - ',1 4 .17:M11111111111111111111111111 ft 65 H DWG # POT# 1155 999 934A 781PQA 61641M 712653K Q 988 LA LIAISE ia1224 [ = ED IN l'i7 Li Pirivi.znTlisTaroirral 0 DESCRIPTION + 106A ETAL SPACE' .295 SIDE HEADER SIDE S I L - IDELITE JAMB #8 X1.000 *UAD PN. SM- SILL GASK ° (STOCKING #70999) SIDELITE JAMB ADAP R 2X1.+' +T S g"9 SET11ING BLOCK, 3/32" X 1l4" X1" W /PSA B K, 1/16 X 1/ X1" AD, 7118° GLAaNG SILICONE, ; ,Tr ' : • •'- * U GLASS, 3/8" LAMI . 1/8" :-, .90 PVB, 3/18" HS GLASS, 7118* LAMI - 3116 .90 PVB, 3/Ir HS CLASS, 7/16" LAMI .3/18" HS, .90 PVB, 3118" I 173 . � 7 • LTLOCK U 0 .065 --0-11-0-7 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T8 � - - 2,760 --+-I .850 -0-I 26 `.. / TUBE MULL 8003•75 1.000 nn PJC PJG meo FJC 0 DOOR PANEL TOP & BOTTOM RAIL 6063•T6 .050 1 FRAME HEAD 6083T8 .050 .079 3.000--0-1 11 OUTSWWG THRESHOLD 808348 FILLER HEAD ADAPTER 6083 -T6 r a -34 " --- 1 1.479 1.489 NOCHOWG MI El SERE DOOR PANEL SIDE RAIL 6083 -T8 '4 �1.800 W DI L '" ,7 60 11 1 TRUSS CLAMP 6083T5 MX 31,44, 408,62 SL HEADER 8063 -T6 DOOR PANEL INTERIOR ASTRAGAL 6083•T5 4?7D OCIYLIME NOKOMIS, FL Meg P.Q 1tf� FL 94874 7 SL SILL 6083 -T8 g Visibly Bawer 0 DOOR PANEL EXTERIOR ASTRAGIIAL —.626 863 .. .. .050 T O 7H8' GLAZING BEAD 6063 -T8 EXTRUSION PROFILES 3.000 - .050 .050 O C31 DOOR FRAME, JAMB 8063 -T8 *- 1.678 .080 3.000 0 0 SL JAMB 6083 -T8 0 ,—. SL JAMB i 86) ADAPTER 8063-T8 ALUM. FRENCH DOOR & SIDE LITES IMPACT Pm01 1/2x 7 a 10 11005 -1 B 060 WEATHER STRIP CHANNEL 8083 -T5 Z HINGE 8083T5 0.375 .125 Approved so cotaplyle8 with tits Date D�.T 1�& 1 O % P, Wader Mrs WINO err kW= 8 814 7 % ADID 7D Dar Molar* Oise Itatud HEAD ZONE "C" 1 < x SILL ZONE "C" SEE TABLE 3.. BHT. 9 HEAD r ZE fzON 'E --4-1 ZONNE /// OXO ZONE ZONE °F"� SEE TAB SHT. 9 NOTES: LIMF Raeder LIM PA "OW Mad* Mx PJC RFC Z7ZV7 Resfaitar HEAD I ZONE "D" I SILL ZONE "D" - ZONEI"D" ---f SEE TABLE 4., SHT. 9 Dwrrer B ,40 0 nasswr. &Lbw; 0410166110' DR 0184 80�Fi Y7TO A0DANG010111YPE8 A 17)8014171014 ' A X 107 I HEAD �{.� HEAD — HEAD ZONE "D" I ZONE "F' I ,E" / <XO OR V / OXX SILL ZONE "D" ZONE "F"�ZO NE - 4 SEE TABLE 7.. SHT. 9 "E" 1018 INCHNOLOGY t FL 876 P.0. 8QX 1830 10118:16118 Fl. 84$74 h ZONE 'E° - I Q SILL ZONE "E" SEE TABLE 5.. SHT. 9 edr. KW* 5e044. I ZONE HEAD ZONE "E "I K / X0OR OX SILL SILL ZONE "D" 'ZONE 'E' 8 TABLE 8., BHT. 9 �ZHEAD �ZaN 'p_Z F" I Z HEAD f ILL ILL ^ ZONE —t--�� F,�1�~ZONE "F"�ZONE 4 SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3(4"H UNIT. 71314"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 S84 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 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 20 718" MAX. O.C. HEAD & SILL OF SIDE UTES: E" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE UM, IMPACT Fo101 6cdo NTS 8 d 10 amivau 11005 -1 10 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19"x833/4 " SIDE UTES "B "AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314 " x83314 "XXDOOR 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 s (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. AppDUV"S se as nt,‘: with the P br)ds B , L C y , T pate HIo T4ZM' M UA amt 1. Clark P.E. PE #31012 Structure! Awe* Dar L u go Daaa 11,2. CONC 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 g 1J 7 4 2 7 4 2 7 4 2 7 4 2 7 4 2 7 4 2 7 4 2 7 4 2 7 4 2 7 4 2 8 4 2 8 4 2 8 4 2 8 4 2 8 4 2 8 4 2 8 4 2 8 4 2 8 4 2 10 4 2 8 4 8 4 8 4 10 4 10 4 8 4 8 ,4 8 4 10 4 104 8 4 8 4 10 10 3 3 3 3 3 3 3 3 3 3 3 3 3 3 polo 3 10 q"aiAew 3 3 3 3 3 3 3 8 8 3 8 6 5 3 6 8 6 8 3 5 6 5 6 6 6 6 5 5 5 6 4 5 4 8 4 3 5 ADD TABLE 4. AA DOORS (ALSO X DOOR OF XO & OX GLASS TYPES ANCHOR TYPE a SLl88TRA1E OUDDU OENEi00 move 13E3111[1OE01 nE10fh1 nfluofl nuucin nEi©iu []EltinD OEltint' 1311311311:11101 DEli70E1 000 DEIUEl4 nn00Et [3E11nnfl fl[EJEIE! 00E30E1 []O170E1 11301:11:1© C1UDElE1 t]ElEI101 0 LIMO 0t' 1311111131 OBI li0 10 ©Q 0111113111131131 12t110 CD E0 10 DIM 0E1t70© 011311C10EL CiElE]Eld 6 G010El0 MIMS IOC" • 47.7 TO 71. 47.75 x 79.7 83.7 87.7 91.7 08.7 81.78 x 79.75 83.7 87.78 91.75 95.7 85,75 x19,7 83.7 87.76 91.7 85.7 69.78 x 79,7 83.7 87, 91.7 95.7 83.76 x 79.7 83. 87. 91.7 95. 07.75 x 79.7 83.7 87.7 91.7 86.7 71.76 x 79.7 83.7 6 87.7 91.7 6 95. 7 8 10 4 3 5 TABLE 7. Qxg, X1Q, QAA GLASS TYPES ANCHOR TYPE 8. SUBSTRATE W431H8 "X' - 26. ;'. TO 37 'WC - 47.75 70 71.7 10,76 x 78,7 83.7 87.7 81.7 08.7 12.75 x 78.7 83.7 87.7 91.7 85,7 2 19.00 x 79.7 83.7 877 91. 2 98.7 2' `" 21.76 x 79.7 2 83' 2 87. 91.7 95.7 27.76 x 79,7 53.7 87.7 81.7 96.7 38.13 x 79,7 83,7 87.7 91.7 95.7 38.75 x 79.7 83.7 87.7 91.7 95.7 A, 5, C, TABLE 3. A DOORS 0I,A88 TYPES ANCHOR TYPE a SUBSTRATE W21 IA 'X' - 25.50 TO 37.60 WIDTH x HI; 26.50 x 79.76 83.75 87.75 91.75 95.76 27.50 x 79.78 83.76 87.76 81.76 95.76 28.60 x 79.75 83.76 87.78 91.75 95.7 31.50 x 79.76 83.76, 87.75 91.76 95.76 33.50 x 79.76 83.76 87.76 97.76 96.76 36.50 x 78.76 83,78 87.76 91.76 95,78, 37 50 FloolOr F.* E1C x79.78 83.78 87.75 91. 95,75 Oft PAW DAR 81407 WOW 2.3. WOOD 6 6 7 7 7 LOAD 8 NewititeN A B,C,D J.J. i2U�7 A, 8,C.D LOAD IES x91At868TDTAw8 3 4, GRANGE TAaE HE4D if calm ux:�YO ° Tt a TABLE 5. Q SIDE UTE G TYPES A. B, C, ANCHOR TYP a aLU RAZE 1 2,3. WOOD' 1.2, COM LOAD ZONES "0" - 10.75 TO 36.75 WIDTH x HT. 10.78 x 79.78 4 83.75 4 87.75 4 91.76 44 88.76 4 12.75 x 79.75 83.76 4 87.76 4 91.75 4 95.76 19.00 x 79.78 4 63.76 87.76 91.75, 4 96.7 4 21.76 x 76.75 4 83.76 4 87.76 91.76, 6 96.76 6 27.76 x 78,76, 5 83,78 5 87.78, 91.76 8 95.76 8 36.13 x 79.76, 6 83.78 8 8 7.76 \ 91.76, 86.75, 38.75 x 79.78 8 83.76 6 87.75 7 91.75 7 95.76 7 4 2 4 4 2 4 2 4 2 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 tam mows, Ft 34278 P.O. BOKMS ti .7131274 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 2 2 2 2 2 2 2 4 2 2 2 2 2 2 2 2 3 3 TABLE 6. ( & Q, GLASS TYPES A, 8, C. 0 ANCHOR TYPE a mama 2.3, WOOD 1,2, CONC -25.50 TO 37.50 SIDE WIDTH x HT. C 0 10.76x79.764 2 83.75 4 2 87.75 4 2 91.79 4 2 95.76 4 2 12,75 x 79.75 4 2 83.75 4 2 87.78 4 2 91.76 4 2 96.7541 18.00 x 78.75 4 3 83.75 4 3 87.75 4 3 91.75, 4 3 95.7 3 4 21.78 x 79.75 4 3 83.76 4 3 87.754 3 91.75 8 3 85.7 6 3 27.75 x 79.75 5 3 83.75 5 3 87.78 8 3 91.75 8 3 98. 8 3 4 36,13 x 79.7 8 83.75 8 4 87.75 7 5 91.766 77 5 95.70 7 5 38.75 x 79.766 83.75 6 4 87.76 7 5 91.75 7 5 95.75 7 8 LOAD ZONES 00 4 2 4 2 4 2 4 2 4 2 re 4 2 4 2 4 2 4 2 42 4 4 4 2 4 4 4 4 4 4 4 4 2 4 2 4 2 4 3 43 43 4 3 43 4 3 4 3 4 3 4 3 4 3 4 3 4 3 v FIGT ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH 0008 & SIDE Ltt'ES, IMPACT v, � NA 19 d 10 I 11003-1 APPROVED ANCHOR TYPES: - 1. 1/4" ELCO TAPCONS 2.1/4 ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. 012 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as eremplying rritb the Flamm Stain C lante c NOM Iq *ml Dade t p 2/ JJ Raban'L. Clerk. P.E. 339712 shrx Resdityr DOOR HEAD (WOOD) 318" 1/4" MAX. SHIM — 1 MIN, WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 Ono max Cm PA elf Flt: 41411,7 °` . K 3.4 KSI MIN. CONC. Forkor B A Cimoladily J.J. 827 I 1X WOOD BUCK, NOTE 2 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ST O GOERED CENTERS, NOTE 1 gm 1X WOOD BUCK, NOTE 2 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 NOC MAISE ThISSHEET. 1/4" MAX. EXT SHIM 3/8° MIN. DOOR HEAD (CONC) CONC. ANCHOR, NOTE 1 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) DOOR SILL (CONC) DEDISA A DD TYPES TO 1 TYPFPasCNYP00D 1 3/8" TYPE 1 1 3/4" TYPE 2 m 'ix"(..; p. � , a . ° � 4 } `! L :. � „ 13/8" TYPE 1 .+� .:" , «. ; , °o ,+ •.„:i,•i.' 1 3/4" TYPE 2 13/4" 1,.+- 3.4 KSI MIN. CONC. IN. E,D, 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) NOTE 3 I-1I4° MAX. IOW n DRIVE FL 94273 P.O. BOX UN NOS R.34274 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 21 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8° TYPE 1 (CONC) SIDE LITE HEAD mom) 1 3/4" TYPE 2 (CONC) 1/4° MAX. SHIM ELM O ID SIDE LIT 1/4' MAX. SHIM J� 1:^ 1 3/4 " • MIN. E.D. ; 1 3/4" MIN. E.D. 1.6 KSI MW. CMU OR 2X WOOD 3.4101 MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 M DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 bra mom 1 3/8° MIN. 1 A, .� r ;.• A .•..* •tr ' t 3/r TYPE 1 3.4 KSI MIN. °_ '' a +•:' Vi i' , ' " 3/4" TYPE 2 CONC. ,, �'+;" ;t . . 1..- 13/4 MIN. E.D. SIDE LITE SILL (CONC) 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR TYPE 2 OR 3, NOTE1 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM • 1 3/4" NOTES: 1, FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE -FLEX EMBEDDED 1314° MIN, (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, GB (TYPE 3) OR ELCO 114" SS4 CRETE -FLEX ANCHORS EMBEDDED 1318" MIN. ('TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. Ix 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 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. , MIN. E.D. ANCHORAGE DETAILS ALUM. FRENCH DOOR it SIDE LITE'S , IMPACT Veibb Reuss 1 NTS 1 10 1 115 - 1 1 B 1/4" MAX. SHIM CONC. ANCHOR NOTE1 v ` "- 1.61461 MIN. CMU OR 3.4 K81 MIN. CONC. ` ; ` .. 13/4" MIN. E.D. 1 3/8" TYPE 1. 1 9/4' TYPE 2 HEAD (CONC) 1 V4' TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) Appr.. d as eu „ q ,t : :• te t ■ iUt rise Date Florida ?O NOA# Mlamt Product Contrat ..wi L I .Ole Jr. • • .• • - - -.011•10,-' 1.1 C HAR T le . t,' 21 , 1 20 , '''''. e. T YP• j 0 PEN Nr) WOD-3,'H • ,. VI' ', Cir . 11Q !! 1 :!"-!,!, !t!,) , ',.'„ , _!..!,- , .$F. , 1 c2) El i !•,,-,,!)E!.. 1 (2 r, 'r, 12) ,1 '', (..,:,-) 3 .,,, [2';', 0 i r,2) 121(2') c , :,:.!!..,,P To . , 1 • ], ,i i muL ,_ ' i! , ET, • 1 6 ;!1):!:!!.. !I !!! !!!!3 . T:t• !!!: !!!, !:!-!. Fr! I CI) !! 4M •!2!:_; f !',.1.E - .0 . , .: 40z . .:(,--!, !! 1 !!! ..!;..! ; .1!....-.... „ ! .,,,-,..! ! t• • ; • '• ti .11 • ! • ./ ' • t " • 7 1;,4i 7!.! 0 • , • • • , !! ..`", ! !'•,!! 6 !,,,!) !•1, (4. !!!!!,, ,!!' !!!!!! ro L L r: ' I 1 • 641.13 !!•,„ g I !.) 1:H) •!!!) -!!! • , , !t!.! .7! is 4' ; !!, • ! 3f.! ! !g!, !'• !! :"!!!!! 5.* 3!!! ! 2-, do r3 !?,8 -1 7 ' !!• .kfd. JMJ ES 11\! ?V 7 0'• C. 10. !! if! •' $ Rao .E. •••••••■•- Urt Wah Pt ' !) ' '-•• *-- ....x. a AN ' R . rG 7 , • , v ,... i ..... ""111711141,1147 ' ,AR7 1 &2 • -G. ' ' ' • ' U 1.11 t.! •. F It/' 'Ulf, 1 .,., — r ;,-, — - 5: . • ( TI 5 6 0 i D • — _ • —` — _ _ MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Teelmology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ 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 1"X Heavy Wall Aluminum Tube Clipped Mullion -L M.L APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 though 7 of 7, dated 041128, with last revision on 05/30/06, prepared by POT Industries, signed and sealed by Robert L Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missr"le Imp 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 builting 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 and revises NOA # 04.052$)5 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 Jaime D. Gaseon, P.E. NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04128100, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted wider NOA # 04 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Repot No. FrL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alunt windows with a transom lite (0/00 configuration) mulled together with a 1x 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. :Submitted wider NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC- 2(814, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06128/06. E -2 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL 'B "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS MI) M2) H y i W W = W1 +W2 H = H1 +H2 J2) WINDOWS MULLED W /ONE ABQVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A H ANCHORS DETAIL "B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS - ---4Vf W2 W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED WOK' ABQVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2+W3 M4) MAX OPENING = W1+W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. 1 MULLIONS NOTES: 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANS1 /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE — & MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS As TO THE STRUCTURE. (<oaert a Cla14, P.E. PE 1/397 Structum ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS FOR ANCHORAGE TYPE. ANCHORS DETAIL "B ", "C" OR D" BOTH ENDS MULLION QUANTITY AND LOCATION, REFER TO SHEETS W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5,6 & MAX OPENING = W OR WI +W2 MULL LENGTH = H H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING H OR H1 +H2 MULL LENGTH = W TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY OWE NQXOMIS. FL 34275 P.O. 807 1529 NQKOMi, FL 34274 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Sees /WM: MULLS � tk , 6221 BddispOrQr _� d 07. PGT 1 x MULLION 2 OR 4" " MULL= MIN: MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN POT i x MULLION FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" GT I x MULLION SEE NOTES 2 & 3 1 2 M, 1K ) 1b(TYP TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE .3 NO SEE #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WTH NOTES; WOOD BUCK. DETAIL "Jr 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" NOTE 1' 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR Akk STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7, FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL- WOOD BUCK REMOVED TO CONCRETE PGT 1x MULLION -- / /Ro> RE 0 P.E. Structural JYP1GAL MULLION TO STRUGTURE WI WOOD BUCK REMOVED FROM CONC. SEE NOTE 1 WOOD r BUCK 211 (TYP h(TYP NO SEE ° : 2" OR 4 TH . DETAIL "C" WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BU!'K AND CONC.. DETAIL "D" 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOHOW& FL 34275 P.O. BOX 1529 NOXOWS, FL 34274 F K* e r. 0/06 D 57 NOTES 3& 5 Itsvgd F.K 5/3/04 ADDC ST BED.OETAILS P.J.P. 4 8 /OO Series /14Wet• MULLS NTS 2 d 7 #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 MASONRY ANCHOR, SEE NOTES 1 & 3 0.r 1" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION &ming No. 6221 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1-2 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR I x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 3/18 1 15/16 1 3/8 3 3/16 A/2 MIN J 1 ONE (1) ANCHOR LOCATION MIN. 0 TWO (2) ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 014 SHEETS 5, 6 AND 7. F7ND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: F7L -2902, 2903 AND 2975. IN.TYP, A TWO (2) ANCHOR Q THREE (3) ANCHOR O FOUL (4) .4MCHQR LOCATJON$ OCA TONS LOCATIONS (2)EQ. SP. (A- 3/4)/2 MIN. O THREE (3) ANCHOR LOCATIONS s/ Robert 1. Gars. P.E. PE #39712 Structural 1070 TECHNOLOGY £ 1VE NOWOWS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IN.TYP. (4)EQ.SP. (A- 3/4)/4 O StX (6) ANCHOR LOCAL ONS MIN J 0 FIVE (5) ANCHOR LOCATIONS MIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R1, 0, 0/06 0- HO TFIGS sHT R. F.K. a . 5/5/06 C W, ADO DIM4NOTE Drown Dr+ P.J.P. Omer:glom 1 " HEAVY WALL, ANCHOR LOCATIONS TAIa ALUMINUM TUBE CLIPPED MULLION MULLS PRODUCTUMWED r _.. NTS 3 a 7 6221 Row D NOTE: i x HEAVY WALL MULLS MAT'L: 6063 —T6 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 re/Cit; abort L Clerk, P.E PE #39712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY OROVE N010010, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 " H EAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Ss ,44.e On*: Sh Growing Na. MULLS 1 X 4 a 7 6221 Y. & TYP. ANCHOR OPENING WIDTH IN INCHES 80 80 70 80 80 100 110 120 130 160 :LIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) 8 (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) 8 (3) A (4) B (2) A (3) B (3) A (4) B :LIP TO AAULL & (3) B (3) B (3) B (3) B (3) 3 (3) B (3) B (3) 8 (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) 8 (3) B 170 170 170 170 170 170 170 170 '170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 181 170 154 170 150 170 149 170 '149 170 '149 170 149 170 149 170 170 170 181 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 170 147 170 135 165 128 153 121 148 119 142 118 141 118 141 118 141 118 141 145 152 127 131 118 116 '101 107 '100 100 B6 96 93 93 _ 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 77 _ 76 76 76 76 78 78 113 113 97 97 85 85 77 77 72 72 68 68 65 85 84 64 63 83 63 63 m A 88 88 73 73 85 68 68 54 64 50 50 48 48 46 46 5 45 44 44 73 73 62 62 . I 84 54 49 49 46 45 42 42 40 40 38 38 37 3/ 38 38 67 67 57 57 50 _ 50 45 45 - 41 ' 41 38 38 38 36. 35 1 35 33 33 _ 32 32 54 64 45 46 40 40 35 35 32 32 30 30 28 28 27 27 26 28 24 24 43 43 37 37 32 32 28 28 28 26 24 24 22 22 21 21 20 20 19 19 38 38 30 30 26 . 26 23 23 21 21 19 19 18 18 17 17 16 18 15 15 26 26 21 21 18 18 ' 16 16 - - - - - - - - - - • - 23 23 ' 19 19 17 17 _ - 15 15 _ - _ - - - ' - - - - - - - ' • - TART 2. -1 x2.75x.375 CHART 1. • 1x2x.376 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 50 60 70 80 00 100 110 " 120 130 180 (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) 8 (2) B (2) B (2) B (2) 8 (2) 8 (2) B (2) B (2) 8 (2) B CLIP TO MULL L as 1 42 48 50.828 64 60 83 88 72 78 78 84 80 96 (1)6 155 129 115 94 67 58 84 44 37 63 42 35 50 38 32 30 24 19 16 (1) B 142 116 100 81 58 49 43 32 27 25 20 16 (1) B 134 107 91 73 51 44 38 29 24 22 17 (1) B 130 102 85 68 47 40 34 28 22 20 18 (1) B 130 100 32 24 20 18 (1) B 130 99 80 30 22 18 17 (1) B 130 99 80 62 41 34 29 21 17 16 (1) 130 99 80 62 41 34 28 20 17 15 (1) 130 99 80 62 41 34 28 20 16 15 (1) 8 130 80 82 41 34 28 20 16 1. MAXIMUM ALLOWABLE' PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE' UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED, (1 1/4 ") OR 1/4" S54 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. / / S ir Robert L gark P.E. PE 30712 , Strwt I m 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vertical Mull � Mull Length I I III ~O Horizontal Mull Opaning Width Mull Length Multiple Mul ad Units Muir Length „Opening Width TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS "4 Warn 9y: P.J.P. 5530/06 5/06 428/00 G AD n IG THIS SW C—MARKEO DosexpOan: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION sexes /meet Iscatm MULLS I NTS 7 Ormsby No 6221 Raw. D CHART 3. - 1x2.75x.650 CLIP TO (3) B OPENING CO Z QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 80 80 70 80 90 100 110 120 130 180 170 170 170 170 188 170 170 180 148 170 170 169 170 148 138 170 169 158 170 141 129 170 170 181 138 148 125 170 158 143 170 137 123 170 157 141 170 137 123 170 157 141 170 137 123 08 1 170 157 141 170 137 123 170 157 141 170 137 123 170 157 141 CLIP TO MULL & ( B 4z, 48 80.828 54 152 60 133 83 125 68 118 72 108 78 91 78 84 54 98 44 90 108 31 170 135 155 124 142 116 133 112 128 109 125 108 124 1 24 108 124 108 124 111 29 87 (2) A (4) B (2) B 152 143 135 108 91 67 54 44 31 29 (3) B (2) B 110 126 (2) B (2) B 117 134 103 118 92 77 77 71 71 57 57 48 48 38 • 38 28 28 24 (3) B 4) B (3) B (2) A (3) B 4) B (3) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 108 122 99 113 94 107 90 99 114 92 105 87 99 83 93 107 88 97 81 90 77 81 81 73 73 67 87 63 68 81 61 68 68 52 83 83 56 58 61 51 48 50 50 44 44 40 40 37 40 40 36 38 32 32 30 33 33 29 29 28 26 24 23 23 20 20 18 18 17 Vertical Mull I._Opening� Width Mull Length Horizontal Mull Opening With Mull " Multiple Mulled Unite Opening Width Mull Length (2) A (3) B (2) A (4) B (4) 95 81 93 (2) 0 (2) B (2) B 103 88 101 75 82 83 80 62 49 49 48 45 45 37 35 35 30 28 28 24 23 23 17 15 16 21 21 18 18 17 17 16 15 Robert L Clark. P.E PE #39712 Structural (3) B (4 ) B ( B ( B (2) B (2) B (2) B (2) B 88 100 88 100 80 91 80 91 73 80 73 79 58 58 58 58 47 47 48 48 43 43 42 42 33 33 32 32 26 28 25 25 21 21 20 20 1070 TECHNOLOGY DRIVE NOM" FL 34275 P.0. SOX 1529 140106415, FL 34274 Serleo MULLS (3) B (2) B 88 100 80 91 73 79 58 45 40 30 23 18 (2) A (4) B (2) B 58 45 40 30 23 18 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE —FLEX, EMBED. (7 3/4 ") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS 5'30/06 RevIsteruc D-NO CHO THIS SHT F K. 575 /08 124RNED REVISIONS !hewn By: e: P.J.P. 428/00 ossoceoiNVIIIO 010 i m;1:Jtr r. 07 Desartrtion: 1" HEAVY WALL, PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION shad: NTS 6 of 7 Arowhhg No. 6221 D CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR 50 80 90 08 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 170 170 170 170 170 170 170 170 170 170 138 112 69 170 170 170 170 170 159 156 134 125 121 111 95 78 54 50 170 170 170 170 170 170 170 170 170 164 170 144 170 135 170 120 180 112 148 108 117 98 96 82 78 87 54 47 50 43 170 170 170 170 170 170 170 166 140 129 102 82 67 47 170 170 110 143 133 126 110 102 99 90 74 60 42 38 170 '-70 170 170 170 170 170 148 126 116 92 14 60 42 38 7 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 182 170 158 170 157 136 170 131 170 128 128 170 121 170 117 117 168 112 158 108 103 136 98 127 94 96 116 90 108 88 92 106 87 99 83 83 83 77 77 73 87 67 62 62 68 54 54 50 50 37 37 34 34 47 32 34 31 31 29 1 170 170 170 170 170 169 150 120 102 9i 73 68 47 32 29 170 170 170 157 127 116 108 _ 91 83 80 69 " 64 44 30 27 170 170 170 170 170 168 145 118 98 89 89 64 44 30 27 170 170 170 167 127 116 105 89 81 78 88 62 42 28 28 170 170 170 I- 170 170 165 144 112 95 87 66 52 28 170 170 170 167 127 116 105 88 79 76 62 48 38 25 23 CLIP TO (2) A (3) A (2) A (3) A OPENING (4) B (6) B (4) B (8) B CUP TO MULL (5) B (5) B (5) B (5) 42 48 50.825 54 80 83 88 6 78 84 98 1 111 144 27 27 22 22 70 80 90 (2) A (3) A (2) A (3) A (2) A (4) B (6) B (4) B (6) B (4) B (5) B (5) B (5) B (6) B (5) B 19 19 17 1 15 OPENING WIDTH IN INCHES (3) A (8) B (5) 8 5 Vertical Mull Length LOpening_ Width Horizontal Mull Open ing Wirth Mull j `Length Multiple Mul ad Unite Mull Length 1 100 (2) A (4) B (5) 8 (3) A (6) B (5) 8 110 120 ..130 180 (2) A (3) A (2) A (3) A (2) q 3)A .. (2).A (3) A (4) B (6) B (4) B (6) 13 (4) 13 '(6) B (4) B (6) B (5) B (5) B (5) B (5) B ..1(,4B,: (5) B . 015 (5) B 170 170 170 170 170 165 144 111 93 82 48 38 28 23 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN I5 BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES; A. ELCO 1/4" TAPCONS, EMBED. (1 1/4 ") OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4 ") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Yet, Clark, P.E. PE j3S712 Structural TO BE USED ONLY 1070 TECHNOLOGY DRIVE NOKOMI5 FL 34275 P.O. BOX 1329 NOXOMIS FL 34274 WITH PGT PGT INDUSTRIES PRODUCTS R* PC 30/06 B f2HG THIS SHT .w1w� S 5/06 osmat ei P.J.P. 4728/00 0ssrtpt*: 1 " HEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION SvkejYodek MULLS Scaler NTS C MARKED REM ONS Sheet: 7 a 7 Drawing No. 6221 FORM 600A -2004R FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCT! Florida Department of Community Affairs Residential Whole Building Performance Method Project Name: Address: City, State: Owner: Climate Zone: 1 Predominant glass Francisco Residence 126 NE 93 Stree Miami Shores, FL 33138- Mr.Francisco Hernandez South 1. New construction or existing 2. Single family or multi - family 3. Number of units. if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned tkxor area (11 7. Glass type 1 and area: (Label regd. a. U factor (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Stab-0n -Grade Edge Insulation b. N A c. N A 9. Wall types a. Concrete. Int Instil. Exterior b. N A c. NA d. N A e. N A 10. Ceiling types a. Under Attic b. N A c. NA 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed ):Interior b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Addition Single family 1 3 No 3187 8= by 13- 104.4.5 if not default) Description Area 7a. ( Sngle Default) 509.8 B' (Clear) 509.8 f1= R=0.0.166.0(p)11 _ R=4.2. 2599.2 IF R=30.0. 3187.0 8= Sup. R 6 .0.45.011 Sup. R 35.0 R 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. rr( rr PREPARED BY: ( L efi vfl DATE: A c/ /D I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: j �d,' l b e l clitive DATE: p yfo ?�o 12. Cooling systems a. Central Unit Split b. Central Unit Split c. NA 13. Heating systems a. Electric Strip h. Eketric Strip c. N A 14. Hot water systems a. Electric Resistance b. NA c. { D 15. HV (CF HE actual glass type and areas, see Summer & Whiter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5.2) ventilation. APR 0 8 1N09 Builder. ostat EnergyGauge® 4.5.. MD SW 01(0 Permitting Office: Miami Shores Permit Number Jurisdiction Number. 232600 Cap: 42.5 kBtu hr _ SEER:15.00 _ Cap: 36.0 kBtu hr _ SEER: 15.00 Cap: 27.2 kBtu hr _ COP: 1.00 Cap: 17.1 kBtu hr _ COP: 1.00 Cap: 1.0 gallons EF: 0.97 iami Shores Village p) BY DATEpr 6ti'UANCE WITH ALL FEDERAL STATE AND CO11N7Y RULES AND REGULATIONS Glass /Floor Area: 0.16 Total as -built points: 35151 Total base points: 36171 PASS 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: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 3187.0 30.53 17514.0 1.Single, Clear N 1.5 16.9 64.6 36.46 0.99 2341.0 2SingIe, Clear N 1.5 14.7 10.1 36.46 0.99 364.0 3.Single, Clear N 1.5 4.7 16.7 36.46 0.91 552.0 4.Single, Clear N 15 4.7 13.4 36.46 0.91 442.0 5.Single, Clear N 1.5 4.7 124 36.46 0.91 410.0 6.Single, Clear S 1.5 123 43.5 66.93 0.99 2889.0 7.Single, Clear S 1.5 12.3 43.5 66.93 0.99 2889.0 8.Single, Clear S 1.5 18.9 435 66.93 1.00 2900.0 9.Single, Clear S 1.5 4.6 16.3 66.93 0.80 874.0 10.Smgle, Clear S 1.5 8.8 43.5 66.93 0.95 2771.0 11_Single, Clear E 1.5 15.9 38.8 78.71 0.99 3032.0 12.Single, Clear E 1.5 4.3 15.3 78.71 0.85 1019.0 13.Single, Clear E 1.5 4.2 47.5 78.71 0.84 3128.0 14.Single, Clear E 1.5 18.9 47.0 78.71 1.00 3681.0 15.Single, Clear W 1.5 4.3 127 70.53 0.85 759.0 16.Single, Clear W 1.5 3.5 ' 6.0 - 7053 0.79 333.0 17.Single. Clear W 1.5 3.5 18.5 . 70.53 0.79 1036.0 18.Single, Clear W 14.0 2.0 5.7 70.53 0.40 162.0 19.Singie, Clear W 14.0 32 11.1 70.53 0.40 316.0 As -Built Total: 509.8 29898.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points - Adjacent 0.0 0.00 0.0 1. Concrete. Int lnsul. Exterior 4.2 25992 2.28 5926.2 Exterior 25992 2.70 7017.8 Base Total: 25992 7017.8 As-Bullt Total: 25992 5926.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exteriorr Insulated 20.0 6.40 128.0 Exterior 45.0 6.40 288.0 2Exterior Wood 25.0 9.40 235.0 Base Total: 45.0 288.0 As -Built Total: 45.0 363.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1190.0 2.80 3332.0 1. Under Attic 30.0 3187.0 2.77 X 1.00 8828.0 Base Total: 1190.0 3332.0 As -Built Total: 3187.0 8828.0 FORM 600A-2004R EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES2004R FLRCPB v4.5.2 EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 126 NE 93 Stree, Miami Shores, FL, 33138- PERMIT #: FORM 600A -2004R EnergyGauge"" DCA Form 600A -2004R EnergyGauge®/FiaRES'2004R FLRCPB v4.5.2 EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 126 NE 93 Stree, Miami Shores, FL, 33138- PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 166.0(p) 0.0 -20.0 - 3320.0 0.00 0.0 -3320.0 t _ Slat -On -Grade Edge Insulation 0.0 166.0(p -20.00 -3320.0 As-Built Total: 166.0 - 3320.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3187.0 18.79 59883.7 3187.0 18.79 59883.7 Summer Base Points: 84715.6 Summer As -Built Points: 101578.9 Total Summer X System Points Multiplier = Cooling Points • Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AMU) 84715.6 0.3250 27532.6 (sys 1: Central Unit 4250f uh .SEERIEFF(15.0) Ducts :Unc(S).Unc(R).8d(AH).R6.0(INS) 101579 0.54 (1.07 x 1.165 x 0.85) 0.227 0.950 12694.1 (sys 2 Central Unit .SEER/EFF(15.0) Ducts: Uns(S).Une(R),Int(AH).R6.o(INS) 101579 0.46 (1.07 x 1.165 x 0.85) 0.227 0.950 10752.6 101578.9 1.00 1.069 0.227 0.950 23446.7 FORM 600A -2004R EnergyGauge"" DCA Form 600A -2004R EnergyGauge®/FiaRES'2004R FLRCPB v4.5.2 EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 126 NE 93 Stree, Miami Shores, FL, 33138- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Point .18 3187.0 3.60 2065.0 1 _Single, Clear N 1.5 16.9 64.6 6.03 1.00 388.0 2Single, Clear N 1.5 14.7 10.1 6.03 1.00 60.0 3.Single, Clear N 1.5 4.7 16.7 6.03 0.99 99.0 4.SirgIe, Clear N 1.5 4.7 13.4 6.03 0.99 79.0 5.Si gle, Clear N 1.5 4.7 12.4 6.03 0.99 73.0 6.Single, Clear S 1.5 12.3 43.5 4.49 0.99 194.0 7.Single, Clear S 1.5 12.3 43.5 4.49 0.99 194.0 8.Single, Clear S 1.5 18.9 43.5 4.49 1.00 194.0 9.Single, Clear S 1.5 4.6 16.3 4.49 1.05 76.0 10.Single, Clear S 1.5 8.8 43.5 4.49 1.00 195.0 11.Single, Clear E 1.5 15.9 38.8 4.77 1.01 186.0 12.Single, Clear E 1.5 4.3 15.3 4.77 1.03 75.0 13.Single, Clear E 1.5 4.2 47.5 4.77 1.03 233.0 14.Single, Clear E 1.5 18.9 47.0 4.77 1.01 225.0 15.Single, Clear W 1.5 4.3 12.7 5.49 1.00 69.0 16.Single, Clear W 1.5 3.5 6.0 5.49 1.00 32.0 17.Single, Clear W 1.5 3.5 18.5 5.49 1.00 101.0 18.Single, Clear W 14.0 2.0 5.7 5.49 1.03 32.0 19Single, Clear W 14.0 3.2 11.1 5.49 1.03 62.0 As -Built Total: 509.8 2567.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insui, Exterior 4.2 2599.2 1.02 2651.2 Exterior 25992 0.60 1559.5 Base Total: 2599.2 1559.5 As -BmIt Total: 2599.2 2651.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 20.0 1.80 36.0 Exterior 45.0 1.80 81.0 2Exterior Wood 25.0 2.80 70.0 Base Total: 45.0 81.0 As -Built Total: 45.0 106.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1190.0 0.10 119.0 1. Under Attic 30.0 3187.0 0.10 X 1.00 318.7 Base Total: 1190.0 119.0 As-Built Total: 3187.0 318.7 FORM 600A -2004R EnergyGauge6 DCA Form 600A-2004R EnergyGauge®IFIaRES'2004R FLRCPB v4.5.2 EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 126 NE 93 Stree, Miami Shores, FL, 33138- PERMIT #: FORM 600A -2004R EnergyGauge'm DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 126 NE 93 Stree, Miami Shores, FL, 33138- PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 166.0(p) -2.1 0.0 0.00 -348.6 0.0 -348.6 1. Slab -On -Grade Edge Insulation 0.0 166.0(p -2.10 As -Built Total: 166.0 -348.6 -348.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 3187.0 -0.06 -1912 3187.0 -0.06 -191.2 Winter Base Points: 3284.7 Winter As -Built Points: 5103.1 Total Winter X Points System = Heating Multiplier Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHD) 3284.7 0.5540 1819.7 (sys 1: Electric Strip 27200 btuh ,EFF(1.0) Ducts :tJnc(S),Unc(R),Int(AH).R6.0 5103.1 0.615 (1.099 x 1.137 x 0.86) 1.000 0.950 (sys 2: Electric Strip 17060 btuh ,EFF(1.0) Ducts:Unc(S),Unc(R),lnt(AH),R6.0 5103.1 0.385 (1.099 x 1.137 x 0.86) 1.000 0.950 5103.1 1.00 1.080 1.000 0.950 3218.4 2018.6 5236.9 FORM 600A -2004R EnergyGauge'm DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 126 NE 93 Stree, Miami Shores, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE 0 Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 AS -BUILT 1.0 0.97 As -Built Total: 1 3 1.00 2155.83 1.00 6467.5 6467.5 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 27533 1820 6819 36171 23447 5237 6468 35151 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total 0 Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 1.0 0.97 As -Built Total: 1 3 1.00 2155.83 1.00 6467.5 6467.5 FORM 600A -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 126 NE 93 Stree, Miami Shores, FL, 33138- PERMIT #: PASS EnergyGauge'm DCA Form 600A -2004R EnergyGauge s®/FIaRES'2004R FLRCPB v4.5.2 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximtmn:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 1/ Exterior & Adjacent Walls 606.1.ABC.1.21 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; 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. aJ it ` R 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 perimeter, penetrations and seams. V Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of cefiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed 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 perimeter, at penetrations and seams. 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 seated box with 1r2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. V Multi -story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ✓, Additional Infiltration reqts �.1 ABC.1.3 Exhaust fans vended to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. J COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemat or burin heat trap required. 4/ Swimming Pools & Spas 692.1 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%. aJ it ` R Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. V Air Distribution Systems 610.1 An ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, seated, Insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. V Insulation 604.1, 602.1 CelTungs -Mn. R -19. Common walls - Frame R -11 or CBS R-3 both sides. Common cam & floors R -11. J FORM 600A -2004R 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) EnergyGauge rm DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 126 NE 93 Stree, Miami Shores, FL, 33138- PERMIT #: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.4 The higher the score, the more efficient the home. Mr.Francisco Hernandez, 126 NE 93 Stree, Miami Shores, FL, 33138- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit-Split 3. Number of units. if multi-family 1 _ 4. Number of Bedrooms 3 _ b. Central Unit-Split 5. Is this a worst case? No _ 6. Conditioned flax' area (ft=) 3187 fe _ c. NA 7. Glass type I and area: (Label read. by 13404.4.5 if not default) a. U factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. ( Sngle Default) 509.8 ft a. Electric Strip b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 509.8 Jr b. Electric Ship 8. Floor types a. Slab -On -Grade Edge Insulation R 1,0. 166.0(p) ft c. NA b. NA c. NA 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete. Int InsuL Exterior R�1.2. 2599.2 ft= _ b. NA b. NA c. NA d. NA c. Consen ation credits e. N'A (HR Heat recovery. Solar 10. Ceiling types DIP- Dedicated heat pump) a. Under Attic 8=30.0.3187.0 ft= _ 15. HVAC credits b. N -A (CF- Ceiling fan.. CV-Cross ventilation. c. N'A HF -Whole house fan. 11. Ducts PT- Programmable Thermostat. a. Sup: Unc. Ret: Unc. All(Sealed):Interior Sup. 45 .1) ft MZ- C- Multizoine cowling. b. Sup: Unc. Ret: Unc. AH(Sealed ):Interior Sup. R=6.0. 35.0 ft MZ- H- Multizone heating) 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 EFL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: Citv/FL Zip: Cap: 42.5 kBtu•hr SEER: 15.00 _ Cap: 36.0 kBtwhr _ SEER 15.00 Cap: 27.2 kBtu hr COP: 1.00 _ Cap: 17.1 l.Btu hr _ COP: 1.00 Cap: 1.0 gallons _ EF: 0.97 PT. *NOTE: The home's estimated energy performance score is only available through the FLA RE.S computer program. This is not a Building Energy Rating If vour score is 80 or greater for 86, for a LAS EPA DOE EnergySta designation), your home may quali f - for energy efficiency mortgage tFF%fi incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 321638 -1.192 or see the Energy Gauge web site at wtwfsec.ucfedu for information >rmation and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Deportment of Community Affiairs at 850 487 -1824. 1 Predominant glass type. For actual glass type and areas. see Summer & Winter Glass out on qages 2&4. Energy Gauge R. (Version: FLRCPB v4.5.2) Location for weather data: Miami - Defaults: Latitude(25) Aititude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Load Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating toad calculation 35564 Btuh Total cooling Toad calculation 73014 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 124.5 44260 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total % of calc Btuh 99.6 57665 137.8 20835 107.5 78500 Load component Load Window total 510 sqft 27538 Btuh WaII total 2599 sqft 7365 Btuh Door total 45 sqft 615 Btuh Ceiling total 3187 sqft 7511 Btuh Floor total 0 Btuh Infiltration 177 cfm 2913 Btuh Internal gain 5350 Btuh Duct gain 6599 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 57891 Btuh Latent gain(ducts) 1960 Btuh Latent gain(infiltration) 6963 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internaloccupants /other) 6200 Btuh Total latent gain 15123 Btuh TOTAL HEAT GAIN 73014 Btuh Load component Load Window total 510 sqft 12949 Btuh Wall total 2599 sqft 7632 Btuh Door total 45 sqft 410 Btuh Ceiling total 3187 sqft 2030 Btuh Floor total 166 sqft 3918 Btuh Infiltration 202 cfm 4439 Btuh Duct loss 4187 Btuh Subtotal 35564 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 35564 Btuh • Mr.Francisco Hemandez 126 NE 93 Stree Miami Shores, FL 33138- Residential System Sizing Calculation Summary Project Title: Francisco Residence Winter Heating Load for 3187 s Summer Cooling Load for 3187 soft WINTER CALCULATIONS SUMMER CALCULATIONS Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 tnfo LcacrfI1 % FIB arEe' wac3i.214•i1 EnergyGauge® System S ' ' g PREPARED BY: y C es. tol DATE: B ri &VD G f Code Only Professional Version Climate: South 4/7/2009 RODRIGUEZ R E' EtfO 41.; DESIGN CORP. Li!'1i27459 • • ••• • • • • ••• 2441 NW 13 St #96 MIAMI, FL 33125 TITLE 1- WIND LOAD DESIGN • ••• • • • • • • • •• • • • • • • • • •• • • • • • • ••• • • •• • • • • • • • • • • • ••• • • •• •• • • • • ••• •• STRUCTURMi CALCULATION: RECEIVED PROJECT: MA `' 1 4 009 HERNANDEZ'S RESIDENCE 126 NE 93 STREET MIAMI SPRING, FLORIDA TABLE OF CONTENTS PAGE 1 to 2 TEL # (305)634 -8466 FAX 11 (305)368 -4710 WILDER RODRIGUEZ P.E. No. 65688 MI a - 'RC 09 - 4L3 Condition Geo Max + Max M - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 IEnctosed Buildings 8.18 L -0.18 • • ••• •• •• • • .. • • • • • • • • • •.• • • • • • ••• .. .. • • ... • • .. • • • • • • • • Detallect Wind Load Design (Method 2) per ASCE 7-05 Description: i QR4)/AtIDEZP R 4DEI •: An s ( & : ; 1!6 Ng 993st iv MI 5/13/2009 ctur'e ype Basic Wind Speed (V) c Category (t, It, Ili, or IV) e (B, C, or D ype of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht .ToWind DIY mportance Factor 1 1 I Hurricane Prone Region (V> 100 mph) 500.00 ft 0.200 15.00 ft Ft 6-5 interne 1 12 or Cc (33/z)"0.187 0.2281 Lzm 1 *(zm/33) t ... on 427.06 ft 0 e Yom' ( 11 ( 1+0 . 63* ...,_,��, .4 )/Lzm)A0.63) }"0.0 0.0216 0.025* 1 +1.7' zne3.4 *Q : 1 +1.7*'3.4 *1zm 0:883 • • ••• •• •• • • .. • • • • • • • • • •.• • • • • • ••• .. .. • • ... • • .. • • • • • • • • Detallect Wind Load Design (Method 2) per ASCE 7-05 Description: i QR4)/AtIDEZP R 4DEI •: An s ( & : ; 1!6 Ng 993st iv MI 5/13/2009 ctur'e ype Basic Wind Speed (V) c Category (t, It, Ili, or IV) e (B, C, or D ype of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht .ToWind DIY mportance Factor 1 1 I Hurricane Prone Region (V> 100 mph) 500.00 ft 0.200 15.00 ft Ft 6-5 interne 1 12 or a • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • Lib • • • • • • • • Detailed, W nd l.oa1i Design (Method 2) per ASCE 7-05 Fitqute:601 = P %iyial • 1(eJfNre Coefficients, GCp Lodrit of 0Compppnts $nd Cl for Buildings w/ Ht < 60 ft a = 3.5 => •• ••• •• ••• • •• • • • • 3.50 ft Double Click on any data entry line to receive a hels Screen e: Enter Zone rough 5, or 1H through 3H for overhangs. Note:""'" Calculations have been adjusted to comply with ASCE - a a Hipped Roof 7 <Theta < =27 5/13/2009 (IQ Area (ftA2) 2 QC p Press (Ib/f A2 A x IN"e► Max Min EAST ELEVATION DOOR CALLED E 6 7 42.00 t 0.89 - 0.99 53.55 -58.55 INDOW CALLED 2 3.7 5.2 19.24 4 0.95 - 1.05 56.69 - 69.07 WINDOW CALLED 2 3.7 5.2 19.24 5 0.95 - 1.30 56.69 - 74.33 WINDOW CALLED 1 4 4 16.00 5 0.96 - 1.33 56.96 - 74.87 WEST ELEVATION INDOW CALLED 7 3 3 9.00 5 1.00 - 1.40 59.06 - 79.08 NDOW CALLED 6 4 4 16.00 5 0.96 - 1.33 56.96 - 74.87 . INDOW CALLED 3 3.2 4 12.80 5 0.98 - 1.36 58.36 - 63.37 I WINDOW CALLED 4 2.2 2.8 6.16 5 1 .00 - 1.40 59.06 - 79.08 I' INDOW CALLED 5 6 3 18.00 4 0.95 - 1.05 56.81 - 61.81 NORTH ELEVATION . INDOW CALLED 13 4.2 2.4 10.08 5 1.00 - 1.40 59.06 - 79.08 WINDOWS CALLED 8 & 9 4 4 16.00 4 0.96 - 1.06 57.26 - 62.26 INDOWS CALLED 10 & 11 2.2 2.8 6.16 5 1.00 - 1.40 59.06 - 79.08 INDOW CALLED 12 3.2 4 12.80 5 0.98 - 1.36 58.36 - 63.37 SOUTH ELEVATION DOORS CALLED A & C 6 7 42.00 4 0.89 - 0.99 53.55 - 58.55 SIDELITE CALLED B 3 7 21.00 4 0.94 - 1.04 56.76 - 61.76 DOOR CALLED D 6 7 42.00 4 0.89 - 0.99 53.55 - 58.55 a • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • Lib • • • • • • • • Detailed, W nd l.oa1i Design (Method 2) per ASCE 7-05 Fitqute:601 = P %iyial • 1(eJfNre Coefficients, GCp Lodrit of 0Compppnts $nd Cl for Buildings w/ Ht < 60 ft a = 3.5 => •• ••• •• ••• • •• • • • • 3.50 ft Double Click on any data entry line to receive a hels Screen e: Enter Zone rough 5, or 1H through 3H for overhangs. Note:""'" Calculations have been adjusted to comply with ASCE - a a Hipped Roof 7 <Theta < =27 5/13/2009 ARECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE ME NOTICE OF COMMENCEMENT Interest in property: flESI M,. Name and address of fee simple titleholder: 4. Contractor's name and address: 04,0,41 x . g3ltaa 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: Name and address: 8Jn addition to himself, Owner designates the following (b) 7., Florida Statutes: Name and address: Si _• of Print 's Name Sworn to and subscribed before Notary Pub Print Notary's Name My Commission Expires: ®! — ® t ^ ZA 10 0,►sr v` •� � Notary Public State of Florida Nancy A Neal My Commission DD504491 1 +01 , 0' Expires 01/08/2010 0 111111111111111111111111111111111111111111111 Prepared by: a oth ({1, CFN 2C)091R103895 7 OR @ k 26882 F's 3860; (fps) RECORDED 05/29/2009 O9:45:57 HARVEY RUVIN, CLERK. OF COURT MIAMI-DADE COUNTYy FLORIDA LAST PAGE THE UNDERSIGNED heresy gives notice that improvements will be made to certain zeal property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: $ wr I h 12 ILA � .J►' ►� u _ _ 2. Description of improvement: M M�CG �.; II•l i. � �i� R� ! A t1f 1J l l! f. Ll ►••• u- NEVI W tlf• Nils/ 01 3. Owner (s) name and address:MO(45 LD 4 Nflt 126 N£ q3 Sr r 41/3M 1 s G oIZE R. firkf 7. Persons within the State of Florida designated by Owner upon w om notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: n (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) 5 a ilJLfi errri Ci 9. nation date of this Notice of , � � , the expiration date is 1 year from the date of recording unless a different date is speei ied) - Address: 6 N14 Cady (e qt.sa pie4L 35$4 STATE A Ji\f i 't r., f !-JEPEg ( 4 ADv 0 A Rum ca Jae) 03tRi 30S 363 - 12 bI of-1- C.c . ulwloq BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder)Cri3rC 15 CO frk rri OP" d e - Phone # Z 2 - 50 cl Owner's Address l2 N 93 C �� r City 1 S h B'r°S state * L Tenant/Lessee Name -_ Phone # - Job Address (where the work is being done) 1210 11 1 93'f d City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name / r uT: 44. Contractor's Address Ci Archit Value of Work For this Per Type of Work: Describe Work: Submittal Fee $ Structural Review. $ Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. : e - C 1 Permit Fee $ Building Department Roofing County Miami -Dade Master Permit No. Zip 53/S°0 Zip 33) 3 Ch I C /Phone # 305 335 -713 I Z. Certificate of Competency No. neer's Name (if applicable) - Phone # Square / Linear Footage Of Work: Alteration ❑New . ❑ Repair/Rep ace ■ Demolition N tE 00vJ OC7 > 4 ortS !O'r - - kivtr 'F10(4 . (1-rvoic rz.c a t ) * * * * * * * * * * ** * * * * * * * ** * * * * *** ** ***** Fees************** ******** ***** **a:************** CCF $ MEG-- Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ I �/ 'm ,1 0 0 See Reverse side -5 Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Zip Mortgage Lender's Address �� City State Zip Appjication 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approved and a rei ection fee will be charged. Signature 4fige. Signature Owner / / Contractor The foregoing instrument was acknowledged before me this 4 ' The foregoing instrument was acknowledged before me this LI day of ,41,31, 20tn, by rCi r - r e I S ( Ei 24 ° Zday of ' ' , 20 ®9, by Pe7 7G 9 who is personally known to me or who has produced who i5persona know to me or who has produced NOTARY PUBLIC: Sign: Print: / (/te fr t" Q My Commission Expires: * *** ***** *** *** *** ****** As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: 9 1 0 A 1 Y�C�� -7 / Print: /` t a C§y1 NOTARY PUBLIC-STATE OF FLORIDA M Commission Expires: NOT ,, PUP'. T O- SI E OF FLORIDA ,..���� s' • Milena Paparoni kilena Paparoni � � f' ., Expires: JUNE 13, 2011 Expires: JUNE 13, 2011 BOND U C BONDING CO, INC l y� BONDED THRU BONDING CO., INC. APPLICATION APPROVED BY: 1 'i�.K:�9' i'J /f gAiA 9 Sku c Plans Examiner (Revised 07/10/07) Engineer Zoning BUILDING 2 j Zoos Permit No. PER1VIIT APPLICATION ° RCW aster Permit No. IBC — 0 9 FBC 20 ev ve®oe.®O Q 23 Q� ss ® ® Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) ° �,� ISC Owner's Address (2.6 /L" L 93 5 f City /1/0 M ( „ .6012 :S State FL. Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # CVham.i Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMB - 762.4949 nvICIPre Zip Phone # 3 313.3" Phone # County • Miami -Dade Zip 33/3 Is Building Historically Designated YES NO C Flood Zone Contractor's Company Name C C Contracct Address 2 22 / ith 6 • S/ & 3 2 0 City ,t4 fh iciiithi l ` r ed' Ste Ft Zip 3 l ‘' Qualifier Name 2 f i 0 3 71 i Phone # State Certificate or Registration No. /5 0 2 .4, 'Contact Phone 0 -303-220 / E -mail Architec . rF. p �_ �,' ame (if applicable) Value Fo this Permit $ 3 (0() Cid Square / Linear Footage Of Work: Type urk: 1 ❑Addition Alteration ❑New ❑ Demolition ❑ Repair/Replace Desc�;���ah orgy; �� /�ef/ ��/l SJI�/t/ VI Phone #_1/432j__ 3 3 S- 7'/2 Certificate of Competency No. *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • CCF $ CO /CC .$ Notary $ r g/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ ) aa.00 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seve (7) : s after the building permit is issued. In the absence of such posted notice, the inspectio will ' . =•proved and a r %' pec o; = will be charged.. Signature I4 g , Signature ‘'.\SttA' / Owne Contractor The foregoing instrument was acknow dged before me this The foregoing instrument was acknowledged before me this day of '- NOV 2097, by fZINSS't o 'tie/P/ 0 yje, day of A S /^r0 V , 20 67, by / t-bn-1 ' , who is personally known to me or who has produced who is personally known to me or has produced 1 21 As identification and who did take an oath. - as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC -STATE OF FLORIDA e x. , ,„ Mena Paparmi , = Commission # DD685086 Expires, d`'LTY Y, 17 7 * * * * * * * * * * * * * * * * * * * ** tristti5” ** *tea ** * * *** ** APPROVED BY I t-1 i 1211,2 a (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Sign: Print: •11214Y) 1 2 ` 1 MZW 1 My Commission Expilb'�ARY PUBLIC - S TATE OF FL ORIDA Mile Paparani Commssi a #DD685086 1tt .8c;>N� r� /6 ?0 , Plans Examiner /24%7 Zoning Clerk checked n ,(,(< BUILDING PERMIT APPLICATIO FBC 20 Permit Typ I. I 0 Owner's Name (Fee Simple Titleholder) +o'a (/5; 00 1 ev.ain de aPhone # Owner's Address t2/0 NE> er City Nk 4 e_.% State Tenant/Lessee Name Email Job Address (where the work is being done) LZb r- gs sr" City Miami Shores Village FOLIO / PARCEL # City hM fl M \ 514 43 1 - 1 ") Qualifier Name w ' ° `A ° State Certificate or Registration No. 15,16 51 'Contact Phone '34-z Ot Architect/Engineer's Name (if applica Value of Work For Type of Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 O Zip 1 7IS 8 Phone # County Miami -Dade Is Building Historically Designated YES NO Y Contractor's Company Name f`S _S elemprol QO4NA-u1(L Phone # Contractor's Address 1 W E_ 16 5 j State Square / ['New • G)vlir 76.69 Permit No. Master Permit No.t C . Doi -LI 2 3 Certificate of Competency No. Zip 3315 Zip 5 - 31 Phone # Flood Zone igb 3(M i f Work: epair'/Replace Al l - LO 17155T F nP-5( AT �T f ;('ova 4051 12-FAR) ******** **** * ** ** ** * ** * ** ** ** * ** ***x *** e ************* ** **** * * * ** **** * ***** **r * * *** ** Submittal Fee $ Permit Fee $ .�" CCF $ CO /CC .$ Notary $ Training/Education Fee $ Scanning $ 1 Radon $ DPBR $ Doable Fee $ Violation date: Structural Review. $ 4.7 '' 'f' Total Fee Now Due $ 115 Technology Fee $ Bond $ See Reverse side -* ❑ Demolition 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 installation's 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) # s after the building permit is issued. In the absence of such posted notice, the inspection will not ' ' approved and a re pe %n 'e will be charged. Signature pers / r .L 0 ig ARY P LIC: wledged before this AA/ Lt The fo day of who i NO Sign: Print: Jt9i1i 13, 2011 My Commission Expires: APPROVED BY trument was a 2009by nally known to me or who has produced ' •� t/' ntification and who did take an oath. O (Revised 07 /10 /07)(Revised 06/10/2009) • Plans Examiner Engineer Signature Contractor The foregoing instrument was acknowledged before me thiiss� Z y of e p (1-P,41.740,2069, by(L& r �'® AD , who is personally known to me or has produced as identification PI'RI -. ^� r and who did take an oath. NOTARY PUB C �. F OF FLORIDA 17arani Sign: Print: My Commi ;c x,;'7685086 '2011 r , BD . ; 13 �� �/ '�•ji 1�9 7 0i1 71F "LORIDA • :, a - J)7685086 zonini Clerk checked