Loading...
WS-11-1663Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 164306 Permit Number: WS -9 -11 -1663 Scheduled Inspection Date: November 29, 2011 Inspector: Bruhn, Norman Owner: RAMPEY, LAURA Job Address: 126 NE 108 Street Miami Shores, FL Project: <NONE> Contractor: SECURE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360090060 Phone: 305 -513 -0705 Building Department Comments IMPACT WINDOWS & DOORS INSTALLATION Passe /i ,r /// Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 28, 2011 For Inspections please call: (305)762 -4949 Page 4 of 20 cl14I1 I cLif11\ BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 24-" . 1. Address: /2 /bd' -S/ gik-167 Miami Shores Villa e 3( Cpc 'f c:?A Building Department CEP 201 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 •...DDDDDD Permit No. I Master Permit No. Phone #: City: 9 /'�r,� � -- -(4 ' State: /'- Zip: .73/ ' / Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /2 6 4" ,'®6'S/ City: Miami Shores County: Miami Dade Zip: 33/47/ Folio/Parcel #: ,' /-. 2/36, —009 d O o Is the Building Historically Designated: Yes NO V Flood Zone: CONTRACTOR: Company Name: �� v �� �� oe.e'3' ) M) DOS' 425 Phone #: (305 ) 373 --e9d9— Address: 5 S� %1/• /it) , City: at/' /G.' I22 Qualifier Name: State: Zp ire X ) Ma rya-) Li State Certification or Registration #: 30,...5757 :30705-- 3O7O Email Address: 4361 Contact Phone#: DESIGNER: Architect/Engineer: Zip: 33/6,6 Phone #: 195 573 07 04.C. Certificate of Competency #: d, fiSpoo - - Phone #: (9,y&) 2,./ 2 /9 2c) Value of Work for this Permit: $ QO( '1 j Square/Linear Footage of Wo Type of Work: Addition Description of Work: ❑Alteration ❑New II /t ca.. Rice e c g 5 rk: 35 / • L7Repair/Replace ❑Demolition (s (V1 $i ** * ***+x***** ** **** **** x** * *a:***+x**x:****Fees* ******** x:****** * * * ***************** ** * ** J Submittal Fee $ Permit Fee $ p�,cQ 61CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ DBPR $ Bond $ TOTAL FEE NOW DUE $ ° 5 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or nt Contractor The for oin instrument was acknowledged before e this l" The for oing i trument was ackn day of , 2011 , by ,� L.� y') r day of , 20 it , by who is personally known to me or who has produced d As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: who is personally known to me or who has produced as identification and who did take an oath. NOTARY P ./11: LIC: frka Sign: iiitAAN t AY ®E AR�fi1 Print: My Commission Ex *• x************* **+ xx+ x: *u :***********+x******* :******** ******* ******+ x*+ x**** *+ x+ x* ************ ************x: ***+x*** ** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) SEP -15 -2011 10:49 SECURE WINDOWS AND DOORS NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO, 1 OOCg- 00(00 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 305 513 0704 P.01/01 1 1111111 NMI 11111 11111 MIN 11111 11111 1111 1111 CFN 2011 RQ51 7339' OR Bk 27780 P9 o5i'13; (fps) RECORDED OS /04 /2011 11240 :28 HARVEY RUVIN, CLERK OF COURT MIAMI -DAD COUNTYr FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real 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 str address: u11 Ort6 b611 st 2. Description of improvement: Space above reserved for use of recording of 3. Owner(s) name and address; Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone nu ber. 7 2,10 MS to b G1itou o. Zoo( 04 (VD 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number; Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: Ohs expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' A - 1 Prepared B Print Nam Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE horized Officer/Director/Partner/Manager Prepared By Print Name Title/Office The foregoing inst ment was acknowledged before me this ( day of At 06\- , 2011 By _+..f L 0 Individually, or a as for .1 ��% ❑ Personally known, or 0 produced the following type of ident, . , /71/,� ;a/lli��7/ Signature of Notary Public : IP � Print Name: (SEAL) AM I : z _il•. ;4; _k • r•, = •; • _ _tlI Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Or(s) or 9yvner(s)'s Authorized Officer /Director/Partner /Manager who signed above: SUSAN M. PIEDRA -LARA MY COMMISSION N »D918877 EXPIRIS: Soptmmba 01, 2013 I400.3- NOTARY FL Notary Discount Assoc. Co. TOTAL P.01 STRUV F UI IAL WIND CALCULATIONS INSTALLER: SECURE WINDOWS & DOORS 7855 N.W. 46TH STREET MIAMI, FLORIDA 33166 PHONE: (305) 513 -0705 PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 1\\--_._..rPS N.E. 108TH STREET I SHORES, FLORIDA MI -DADE COUNTY 011 C ST PREPARE BY LOS M. PEREZ, UCTURAL ENGI FL. P.E. #: 548 E.B. #: 007781 P.E. EER "YOUR ON -CALL EN RING COMPANY" 9420 S.W. 1121-11 STREET, MIAMI, FIORidA 33176 TEL (786)242-1720 - FAX: (786) 242.4399 1 STRUCTURAL ENGINEERING CONSULTANTS, INC. PROJECT N £ ID 9420 S.W. 1 12TH STREET SHEET NO. MIAMI, FLORIDA 33176 DATE TEL: (786) 242.1720 - FAX: (786) 242.4399 DESIGN CALCULATIONS • 0006: A Scrr -O 5 • v•i►r.,D veux.r9 Wo M P H • ' WOSuRE CfitYbrey= C • • =mflpR-tRNC£ picrioct ( =) = 1.00 • - 1.00 j Ict= 1.00 • ?= % (cc ) = %h` ) • VELDC 1 PREs5. ExPoSuotE coer.(Kb1) o.SD 114 wHeRc: Cep•,, =-± O. 1S C fRoWn -mote cp3) • Rcof sLop /17, �I • qv, aoo2.5<0K�, • c4, ^ o. oo 25(40.85 )C1. • �h= 42,36PSF • 6L1Z." ^111& NAARovJF..ST Dim Ho • s' Rcor l-I4ttT01)= t3' `I • q (CoRNCR DIS ANGE 5) : OO=O.4 )(131 -`1= s)--5" 0,: o.1 x3JL(Q 3)_10<<,,� -_ yy rNDOW 5 CRP! RR£A< I o p 000rR5 Corr.. fJRFR = l S 22oNC : 4 5 4 S 6'C;p0) 1, 0Q t.©0 0,9-55 o,9s5 Cp( -) —1,10 —1.410 - -t.o55 - ,310 mr. sv►:E (i) -1-54- i54') -t- 524 t52I svc- r,oN(-) pS F _59,3 _..�3,Z —59-,2 --69- -0 STRUCTURAL Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Secure Windows & Doors Job: Impact Window / Door Installation at: 126 N.E. 108th Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: August 19, 2011 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.6 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 57.2 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.6 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 69.0 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 3' -10" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: * Building Category: II * Building Mean Roof Height: 13' -6" * Basic Wind Speed: 146 mph * Exposure Category: C Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you : oul • happen to have any questions or concerns regarding this or any other matter, please do not hesitate to con S ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 8/18/11 P.E., Structural Engineer "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 1 2TIi STREET, MIAMI, FIORidA 3 3176 TEL (786) 242-1720 - FAX: (786) 242 -4399 JOB NAME RESIDENCE 126 NE 108TH ST MIAMI SHORES , FL 1' 37' -10" EXISTING COLUMN (BY OTHERS) (EGRESS) (EGRESS) 1' BEDROOM BATH EXISTING COLUMN (BY OTHERS) FAMILY ROOM NOT PART OF THIS PERMIT GARAGE FOYER BEDROOM LIVING DINING KITCHEN NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT FRONT NOTE: MEAN ROOF HEIGHT : 13' -6" ROOF TYPE : 4:12 GROUND FLOOR REVISSION: J H v� O o Z c9W 8 DATE: 08/19/11 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 08 -2011 1 of 5 � J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOT PART OF THIS PERMIT 5, -8" FRONT ELEVATION "A" 60" X 40" (XO) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07-0815.09 ZONE 4: +54.7 - 593 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTAC1TE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS 00 z W Wo cn c9AA^ Z 1 N_ t.i z 5 b o , w a DATE: 08/19/11 SCALE: 3/16" = 1' DWG. BY: M.RZ. JOB #: 08 -2011 2 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND ST7E ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAM1NG,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 1" X 2 -3/4" X 3/8" X 38 -3/8 " ALUMINUM TUBE MULLIONS BY PGT c 6-6" 5' -5" HBO RIGHT 35" X 81" (NOMINAL) FD -101 OUTSWING FRENCH DOOR IMPACT N.O.A.: 07- 0629.10 ZONE 4: +52.6 - 57.2 GLAZING: 3/8" LAMINATED IlVIPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER INTERIOR Lf1'E: 3/16" H.S. GLASS "D" 53 -1/8" X 50 -5/8" (XO) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07 -0815.09 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS ELEVATION ACTT M.O. 188" X 38 -3/8" (2) 60" X 38 -3/8" (OX)(LATERALS) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07 -0815.09 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTl'E: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS (1) 68" X 38 -3/8" (FIXEDXCENTER) "SERIES PW -701" ALUMINUM FIXED WINDOW -LMI N.O.A.: 10 -0504.05 ZONE 4: +54.7 - 59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2 -3/4" X 3/8" X 38 -3/8" ALUMINUM TUBE MULLIONS BY PGT. N.O.A.: 10- 0819.05. REVISION: J 0 DATE: 08/19/11 SCALE: 3/16" = 1' DWG. BY: MRZ. JOB #: 08-2011 3 of 5 "D" NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE. ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR (EGRESS) REAR ELEVATION 53 -1/8" X 50 -5/8" (XO) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS (EGRESS) "E" 37" X 38 -3/8" (XO) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS "F" 32 -1/2" X 89" (NOMINAL) FD -101 OUTSWING FRENCH DOOR IMPACT N.O.A.: 07- 0629.10 ZONE 5: +52.6 - 69.0 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S. GLASS 1 REVISION: 126 NE 108TH ST 1 DATE: 08/19/11 SCALE: 3/16" = 1' DWG. BY: MRZ. JOB #: 08 -2011 4 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 5'-6" EXISTING COLUMN (BY OTHERS) rrr- LEFT ELEVATION Net M.O. 120" X 88" (2) 59 -1/2" X 63" (OX)(TOP) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS (2) 59 -1/2" X 25" (FIXED)(BOTTOM) "SERIES PW- 701" ALUMINUM FIXI✓D WINDOW -LMI N.O.A.: 10- 0504.05 ZONE 4: +54.7 - 59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H. S.GLASS 2" X 4" X 1/8" X 88 " ALUMINUM TUBE MULLIONS W /STEEL REINFORCEMENT BY LAWSON EXISTING COLUMN (BY OTHERS) 1" X 4" X 1/8" X 60 " ALUMINUM TUBE MULLIONS WITHOUT STEEL REINFORCEMENT BY LAWSON fIDII NOT PART OF THIS PERMIT 53 -1/8" X 50 -5/8" (XO) " HR- 710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O.A.: 07- 0815.09 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 2" X 4" X 1/8" X 88" W /STEEL REINFORCEMENT & 1" X 4" X 1/8" X 60" WITHOUT STEEL REINFORCEMENT ALUMINUM TUBE MULLIONS BY LAWSON N.O.A.: 10- 0610.02. REFER TO ELEVATION FOR LENGTHS & PLACEMENTS OF THE MULLIONS. REVISION: 126 NE 108TH ST ( DATE: 08/19/11 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 08 -2011 5 of 5 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCC) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUQDINO 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.edeeov/buiidinecade 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 (AHT). 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 per. 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 "RR -710" Aluminum Horizontal Roller Window — DOCUMENT: drawing No.4127 --10, titled "Adorn. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/1W2007, signed and sealed by Robert L. Clark, P.E., wring the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Ms& impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami- -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06. 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Explrataion Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -1O, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08110 /2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FfL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F i1 -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Pe Product Control NOA No 07 -0 :' .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by POT Engineering, dated 10/26 /06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largacspada, P.E. (Submitted under NOA#06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21 /2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXAO EPSAFE MAXIMUM PVB INTERLAYER. 8.5/18' LAMI CONSISTING ONNSISTNG OF (1) UTE OF 1A7° ANNEALED GLASS AND (1) UTE OF 1/8' HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 8118' LAM' CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7118' LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER E. 7%16' LAMI CONSISTNG OF (1) UTE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SgF7.EX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7 /16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS turn.' AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER 0.13/16° LAMI IG: (1) UTE OF 1/8' OR 3/18" ANNEALED ( MIN.) GLASS, 8/16' OR 3!8' AIR SPACE AND 8118' LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER H.13/18' LAMI IC3: (1) LITE OF 1/8' 00 3116' ANNEALED (MN.) GLASS. 6/16' OR 318' AIR SPACE AND 8116' LAM CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' WA*: (1) LITE OF 1/8' OR 3116' ANNEALED (MIN.) GLASS, 5 /16" OR was AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18' LAM IG: (1) UTE OF 1/8" OR 3/18" ANNEALED ( MIN.) GLASS, 3/16' OR 1/4' NR SPACE AND 7/16' LAMI 0014818TING OF (2) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. K.13/16' LAMI a (1) LITE OF 1/8' OR 3/16' ANNEALED ( MIN.) GLASS, 3/16° OR 1/4' AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L. 13/18' LAM 1G: (1) UTE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 316' OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE CR SAFLENKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: QJ( CLQ, 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLABB TABLES ASTM E 1300 -02. B. POSMVE DESIGN LOAD BASED ON WATER TEST PRESSURE AND GLASS TAMES ASTM E 1300.02. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL 1858. FTL.48S9 AND FTL-5330. ELCO TEXTRON NOD; 040721.01, 03'5.05 ANSVAF&PA ND -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING A. HURRICANE ZONE (HVHZ). CODE, Cl i}FRyTrEEIT N4NTi(L }MiG THE HIGH VELOCITY NOA DRAWING MAP SHEET GENERAL NOTES......._.1 GLAZING DETAILS............ 2 DESIGN PRESSURES.-- 3 VERT. SECTIONS...... 5 HORIZ. SECTIONS._......„6 EXTRUSIONS.- ..........w.... 7 CORNIER DETAIL_........... 5 ANCHORAGE..„ ...... _..__.. 8-11 R.0181: FK I( asks 4/18/07 katores C ADD PTL -8390 TO NOTES 76 CPO NOTE 8 TO CLIRRE /r EDIT. afflawettr FK Bak 10/17/08 w,wv CHARGE TOASTM51300-02 waver o°m: ambas PX 8/13108 . .4 ADD AIR SPACE 08t NOTE 1, TECH. REF. NOTE 76 NOTE & num* eats insider ads KR. 29808 J.J. 3/13108 TECFINOLtl08OWE NOKOMIS, FL 31276 P.O. 79X 1678 6 0608. FL34214 Pe.11 GENERAL S2'" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT terribly Ben' ° i er N TS 1 am t mms+b. roam 7ro 11 I 4127 -10 C PanDUCT REVISED rn v't1Nvin with 1118 YinTide En1443 Code /0.1.11 0,002 No 0 Bepirruiw nuts 57 Lilt' - AM 1/2" NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 090SOW11A OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 5/16" LAMINATED GLASS C] gmmR INTERIOR [li> (ALL SECTIONS) 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOWiIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED MASS 7116' LAMINATED 7116° LAMINATED GLASS 1/2" NOM. GLASS BITE 1 /8" ANNEALED OR HEAT STRENGTHENED GLASS Oil SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 8116' LAMINATED 8/16' OR 3/6' AIR SPACE 118° OR 3116" ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI A 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOWI1A OR DUPONT PVB INTERLAYER 7118' LAMINATED 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 3/16° OR 1/4° AIR SPACE 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/16" NOM, 13/16" LAMI IG GLASS W/ 7/16" LAMI P3ODIXTREVIsW7 es compi/im with the Mae Br➢d34Q Cads A,c a* L•.•Das was* bAsc FK 4H6D7 Abases 12.* FJC 10117A08 Bey: oaks F,K 8/13 FJ�C, �8m6 c No CHANGE THI8 SHEET BOrIstaar 4 +a J.J. NO CHANGE THIS MEET ADD AM SPACE OM TO LAMI DETAILS 39306 Ole TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O.3c0(1529 NOKOMIS. FL 34274 Visibly Bauer GLAZING DETAILS ALUM HORIZONTAL ROLLER WINDOW, IMPACT litor HR710 f Full 12 m 11 ��4127.10 I C to D ,1LdmkPE. PE439712 Structund TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 96° 106 3/8" 108" 111° UP T0111" GLASS TYPE WINDOW HEIGHT 28 38 3/8" 48" 60 618" 84" 60 83" A,B,G,H +80.0 -80.0 +80.0 -60.0 +80.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 60.0 A,B,G,H +60.0 -80.0 +60.0 -60.0 A,B,G,H +60.0 -80.0 +60.0 60.0 +60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +59.8 58.8 56.2 58,2 -80.0 +80.0 -60.0 +80.0 -80.0 +60.0 -60.0 +55.2 -55.2 +52,3 52.3 A,B,G,H +60.0 -60.0 +80.0 .80.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -80.0 +50.0 -60.0 +80.0 -60.0 +59.5 -59.5 +53.6 -53.8 +50.9 -50.9 C,I +80.0 -80.0 UP TO 111" D,E,F, 4,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE A,B,C, G,H,I TO 867/18" WINDOW HEIGHT ALL HEIGHTS UP TO 63" +60.0 -80.0 TO 88 7118" D,E,F, J,K,L +75,0 -75.0 TABLE 3. OA AND ill FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS IN/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 60" 66" 76" 74" GLASS TYPE WINDOW HEIGHT 26" 36" A,B,G,H +78.0 A,B,G,H A,B,G,H +76.0 +76.0 -75.0 -75.0 +75.0 -76.0 +75.0 +95.0 75.0 -75.0 38 318" +76.0 48" 508/8° 75.0 +75.0 -750 +75.0 +76.0 -76.0 +76.0 -75.0 +78.0 78.0 75,0 54" 60" +76.0 -76.0 +75,0 -75.0 +75.0 75.0 +78.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +75.0 -75.0 +760 -76.0 UP TO 74" A,B,G,H 0, ,E,F, I,J,K, L +76.0 -75.0 +75.0 78.0 +76.0 -76.0 +75.0 -75.0 , +75.0 +78.0 -75.0 +76.0 -75.0 +89.6 -68.6 +65.2 65.2 -75.0 +76.0 -76.0 +68.1 -68.1 +63,8 -63.8 +76,0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 ()COX), FTL4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 8/16" LAMI - (1/8" A, .080,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16° HS, .090, 3118" HS) G. 13/16" LAMI 10 -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/18" LAMI K3 -1/8" OR 3/18"A, 6/18" OR 316" AIR SPACE, 5/16" LAMI - (118 "A, .090,118 "HS) L 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI 10 -1/8" OR 3116"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16°A, .090, 3/16 "A) K. 13/16" LAMI 10 -1/8" OR 3/18"A 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16"A, .090, 3116"13) L 13/16" LAMI 10 -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16118, .090, 3/16118) Pi:O ' .: ": 7T.51SED 02 , yofth Om Florida Aoscputnou No or tango Readlip Pala Fx Raterlep FJ( 101708 wad fir Aft FJ( IMAM Om Dater F. ??9108 R"4ma .400WTEOAAL FIN OPTION& UPDATE AVM E 130042 DP4 8 REVISE DP TABLES TO ASTM E 1900412 B AADD AIR SPAN.* DIMENSION GLASS TYPES 0TH UL. Gmxe,W1 OTO TECHNOLOGY DRIVE NONOMIS, FL 34275 P.O. 40X 1520 NONOMIS, F134274 V7 DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Carkalbli HWIO NTSI 3 d 11 I`°�4127 - -10 IC 27 3 " MAX 01.0 VENT 54 6118• MAX DLO FIXED FA agar FA Foss* FA a�mar F.K. 110' MAX. WIDTH I.F. FRAME 111• MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2 -114) 513/8' MAX DL0 ALL FIXED L66E8 now 097 10/17100 30 01.0 MAX DLO FDO<E!D 56° MAX DLO ALL VENTS 62" MAX I.F. FRAME ALL COMM. a.� 8 C 73' MAX. WIDTH LF. FRAME 74 MAX WIDTH FLANGE FRAME 63• MAX FLANGE FRAME AL.L CONFIG. �® DETAIL A - OX OR XO GOhA98°leardirlAtF RVAX. DI ON9ANDCO R NO CHANGE TH(SSHEET wage Oct aaa** A a°mmer NO CHANGE 7H?S&HEET flak Jd. 09398 I- as; 7/ I.F. RAME---= 7/15' RMAX WIDTH FLANGE 16• RA FME MAX WIDTH F DETAIL C - XOX (1/3-1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) easgrata •,,,,,. Dom p ELEVATIONS X18. FL 34275 ne°' P.O. KM 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT r8W(oA09. FL 30Y4 Vistbfy Borer 1 scos NTS 4 n 11 I w.4127 -10 f C L. Clark. P.E. PS #0012 Stnnlwal INTERIOR EXTERIOR MAX FIXED DLO —j MAX MOTH (FLANGE FRAME)) SECTION B-B (HORIZONTAL SECTION -XOX SHOWN WITH FLANG®FRAME) MAX VENT DLO MAX HEIGHT FLANGE FRAM INTERIOR (f MAX FIXED DLO —4 MAX. WIDTH (LF. FRAME) MAX VENT DLO EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIlFRAME) EXTERIOR INTERIOR SECTION C-C ® d I SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)® HEAD (VERTICAL. SECTION, I.F. FRAME)© PRODUCT REVISED r1r7R :7iag wah the Weida CAA* Aowi w No ,....habonD Y3`,Cal r FJC Woad gy FJC 4!1510% Retkiaar ADO INTEGRAL FIN FRAME ITEMS 41,42 AND 43AND VIEWS. ago 10/171 NOE MNGETHISSHEET • ax • ey FJC nor W13100 s> Rwaskome A N0 CHANGE THIS SHEET *wawa ex J.J. Erma Io701 cHN .00V DANE NO MIS. FL 34274 P.O. BO,C 102a NOKOMO, FL 34270 �T_ Vtatbly Barra. SEC770NS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a HRT10 [Tay amo uwwro 5 m 11 4127 -10 IC ///if �j a7 Robert L. O1a PE. PE 139T12 Strutted DW424 4102 4025 REV D3SCRWflON MAIL A FIANCE FRAME HEAD 6063 -T6AL 612237 SASH STOP(STD.) (ANTI LIFT LIP) 6063 -T5 AL 612244 3 68 X 3/4 PILL PAN HEAD 7834AA 4 4053 6 4136 7 4137 8 4131 10 71298 12 1626 13 4802 14 4134 15 1155 16 4110 17 4054 19 4066 21 4105 22 1683 SASH STOP COVER (SASH STOP) 6063 -T5 AL FLANGEFRAMESUL 6063 -T6 AL 64136 SILL ADAPTOR 6063 -T6 AL 64137 ROLLER TRACE. 6063 -T6 AL wEEPHOLECOVER POLYPROP. ADHESIVE OPEN CELL FOAM PAD 64131 71298 7PAD1626 A FLANCSFRAMEJAMB 6063 -T6AL 6122'!5 GASKET FOR MAIN FRAME SILL JOINT 74134W/K #8X 1.000 QUAD PN. SMS 7SIPQA O SCREEl4 ADAPTOR 606325 AL 641100 B FIXED ME111NORAIL 6063H13.T6 AL 64054A WSTP.,187 X .230, FIN SEAL SASH TOP& BOT OM RAIL W STP.,250 X .270 9A (a4 FIN SEAL 6063-T5 AL 612240 23 2251 24 226 29 4128 32 4006 33 1235 35 1096 36 1016 37 4126 38 1683 ROL ERHOUSING &GUIDE 616830 4211211D BRASS ROLLER WHEELS BRASS 7BRWHL2 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 4412814 D SASH MEEI'1NORAIL 606311S -T6 AL 64006 WSTP,.170 X.270DAC ., PIN SEAL 676160 SWEEP LATCH DIE-CAST 71096 68 X .625 PH. FL SMS 7858 SASH SIDE RAIL 6063 -TS AL WSTP.,250 X .270BA(a(, FIN SEAL 39 7070 BULB WEA1 11lfP.187 X.275 64126 616630 67070K 40 41 LIFT RAIL COVER CAP 74078"(" LORR 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 4139 4140 4141 I.F. FRAME HEAD 6063-T6 AL LP. FRAME SILL 6063 -T6AL 64139 64140 LP'. FRAMEJAMB cL%z1NO SIMONE, DOW 899, 995 OR EQUIVALENT 6063 -T6 AL 64141 1224 1225 4039 4044 4222 985 4067 GLASS, VINYL GAZING BEAD BULB (THICK) 6TP247W,K VINYL GLAZING BEAD BULB (THIN) B 6TP2448K GAZING BEAD -5/16" H IGAZING BEAD -5/16" w /C3tIILIOT 6063 -T5 AL 6403913 6063 -T5 AL 644703 A ()LAZmNG BEAD -7/16" 6063 -T5 AL 64222 C OTA%INOBEAD -7/16" W /GRILLKIT 6063 -T5 AL GLAZING BEAD - 13/16" 6063-T5 AL 64067 5/16 LAMI (1/8" A, .090 PVB,1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (Y8" HS, .09014/B, 1/8" HS) 7/16" IAMI (3/16" A, .090PVB, 3/16" A) 7/16" LAMI (3/16" A, .090PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 ?VII, 3/16" 118) F.K 4/18/07 Murder Catts FK 10/17/06 ens.060 Oft FK 9/18108 &Map Ober F.JC 2128 ADD ITEMS 41, 42843 NO CHANGE TM SHEET ADD SPACE DIMENSIONS 11E748 66 7HRU 7Z Taws 1070 TECHNOLOGY ONVE WOKS, R. 84276 PA Q.B X1815 NOI(OtAB R.84D4 RJM DWG6 REV} DESCRIPTION J fttTTL 1 PGIW 66 i8A3$,13/16" LAMI IGI/8"A, 3/8"AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"A) (I/8"A, .090 PVB,1 /8"HS) 67 " 13/16" LOG 10.1/8"A, 3/8" AIRSPACE, S/16" IAMI 66 13/16" LAMIIG1/8"A,3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS,.090 PM% 1/8 "HS 69 " 13/16" IAMI IG3/16"A, 5/16" AIR SPACE, 5/16" LAMI (I /8"A, .090 PVB,1/8"A) 70 " 13/16" LAM110-3 /16"A, 5/16" AIR SPACE, 5/16" IAM1 1/8"A, 490 RR, 1/11'118) 71 13/16" IAMI103/16 "A, 5/16" AIR SPACE, 5/16" LAMI(1/8"HS, .090PV13,1 /8"HS') 72 13/16" IAMIIGI /8"A, U4" AIRSPACE, 7/16" LAM1(3/16"A,.090PVB,3/16"A) 73 " 13/16"IAMIICr1 /8"A,1 /4 " AIR SPACE 7/ 16" LANE (3/16"A,.090PVB,3/16"HS) 74 " 13/16" LAMIIGI /8"A,1/4" AIRSPACE, 7/16" LAMI (3/16"HS,.090 PVB, 3/16 "1 75 " 13/16" LAMI I3-3/16"A, 3/16" AIR SPACE, 7/16" IAMI(3/16 "A, .090 PVB, 3/16"4) 76 " 13/16" LAMIIG3/ 16" A, 3/ l6" AIR SPACE, 7 /16"LAMI(3/16"A,.090 PVB,3/16"HV 77 13/16" LAMIIG3/16"A, 3/16" AIRSPACP 7/16" IAMI(3/16"114, .090 3105-H14 AL PAS, 3/16"HS) 90 1014 SCREINFRAME(HOR. &VER9 91 1630 SCREEN CORNER KEY W/R1NGS POLYPROP. 92 1631 SCREEN CORNER KEYW /QUPRINGS POLYPIWP. 93 1073 SCREEN SPRING STZT. 94 1624 SCREEN SPLINE -.135 DIA. FO AM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCR C1 OR H 2.764 1. OI F. FRAME JAMB ® 04141, 6083 -T6 Ytribly Better PARTS UST O41 IF. FRAME HEAD ® 64139.6093 -78 3.162 I+- 2.710 --+I 42 .F. FRAME SILL A 04140, 0053-70 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT IfRno o { NT$ 8 71 pm/ay "412710 1c O FLANGE FRAME HEAD 84102A,8063 -76 .480 �J SASH STOP V 84925, 6n63-T5 _ I .349+1 21 SASH T_ OP & BOTTOM RAIL 84133,6063 -T6 1.183 .060 1.0984----I 7 0 GLAZING BEAD. 6/161 �.� 840440.8083 -T6 (USED W/ GRILL KIT) 678 I- 2.710 —_J O FLANGE FRAME SILL 44138,606376 O HORN. ROLLER TRACK 84131, 6013 -T6 17 1.08, .- 32 840050, 8083116-1 SASH MTG. RAIL 6 j_ A78 66 GLAZING BEAD 7/16° 84222A, 608375 0 FRAME SILL ADAPTER ��.. // 84137, 6083 -78 17 FIXED MEETING T8 RAIL #40549.6083HD - .672. 1.115 w i 0 GLAZING BEAD,7 /16° 8985C, 808345 (USED W/ GILL KIT) I ra I 738 O SASH STOP COVER 84053.606376 r 1.363 13 FLANGE FRAME JAMB 840028,6061 -76 N► -2.784 FL 876 1.098 -�� BEAD. GLAZING 8 6/16" 840399,6083 -75 .861 2.50 _1 i 1,067 GLAZING BEAD. 13/16" 84087, 608375 PRODUCT REVISED ascamplym %GhthoNoddy De2dleg Cade ACCelge IM No Esptrollo Dam a F 4/ I( 18,07 KM:east NO CHANGE TM8 WEE( Iins A: FJC Oak 10117/08 aka NO CHANGE THISSHEET sows sr mossy FX two 5/19108 Residas A 2.e JJ. NO CHANGE 77118 SHEET 33884 1070 TEC NOLOOY ORN9 50100108, FL 34218 PC BIM 1820 HOMING FL 34274 Visibly Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sokaasat HR710 I Half � 7 d 11 1Ms 412740 1:1"6 r/6/ Robert L. CIadt, PE. PE 039712 ANCHOR QUANTITIES, XOX (114412-114) WINDOWS TABLE 4 AICHOR TYPE & SUBSTRATE 01A88 TYPES A,12.C,33,H,1 GLA88 TYPES D,E,F,J,K,L y�2 3, WOOD ZONES 2, cONC 1, CONE 2,3, WOOD 2 CONC 1, GONG ZONES ZONES $1NE8 WIDOW SIZE v HEAD & SILL IEAD & 8LLL. 1 HEAD & 81LL a g, HEAD & SILL 53.125x 38276 48.000 50.625 54.000 80.000 83.030 1 +02+1+32+1 1 +C2 +1+02+1 2 1+2+1+0+1 2 1 +32+1+32+1 2 1 +32+1 +0+1 3 1+32+1+32+1 3 1+32+1 +32+1 1 +32 +1 +32+1 3 1 +32+1+0+1 3 1+32+1 +32+1 3 1+0+1+0 +1 3 1+32+1+32+1 3 1+(x•1 +02 +1 3 1+0 +1 +32+1 3 1+32+1 +32+1 3 1 +32+1 +32+1 1+0+1+2+1 3 1 +3x+1+0+1 3 1 +32+1 +32+1 1 +32+1+0 +1 3 1+32+1 +32+1 3 1+32+1 +32++1 3 1+32+1+02+1 3 1 +32+1 +0+1 3 S.0004 38.378 48.000 50628 54.000 80.000 63.000 1 +32+1+32+1 1 +32+1+32+1 2 1+32+1+32+1 1 +37+1 +32+1 1+32.1+(2+1 3 1+32 +1+3.2 +1 3 1+42+1 +0 +1 1+32 +1+32+1 3 1402+1 +02+1 3 1 +(2+1+42+1 3 1+0+1+2+1 3 1 +32+1 +02+1 3 143x+1 +32+1 1+•32 +1+32+1 3 1 +321 +02+1 3 1+01+32+1 3 1+32+1 +32+1 3 1 +32+1+(2+1 3 1+32+1+32+1 a 1+2+1+3x+1 3 1+0+1+2+1 3 1401+1 +3241 3 1+32+1+3.1+1 3 1+02+1 +32+1 3 74.000x 38.375 48.000 60.625 57.000 803031 61060 64.000x 38.378 4&000 50025 64.000 64000 02.000 1 +32+•2 +0+1 2 1 +0 +1+02+1 2 1+32+2+32+1 1+02+2+0+1 2 1+3+2+32 +1 3 1+32 +1+0+1 3 1+0+2+2+1 3 1+0+2+0+1 3 1+02+2+32+1 3 1+21+0+1 3 1+0+2432+1 3 1 +32+2+0+1 3 1 +32+2+0+1 3 1 +0+1 +32+1 3 1 +32+2+32+1 a 1+0+2+32+1 1 +3:2+2 +0+1 3 1+0+•1+0+1 3 1+0 +2+02+1 1+0+2+0+1 3 1 +0+2+31+1 1 +0+2+01 3 1+•0+1+0+1 3 2 1+0+2+0+1 2 1+33+2+33+1 1+0 +2+02+1 3 2 1 +32+2+33+1 1 +0+2+0+1 3 20NE6 HEAD &S0.L 1+32 +1 +02+1 2 1 +32 +1+32+1 3 1 +3231+32+1 3 14(x+1+32+1 3 1+2+1+2+1 3 1+3x+1+0+1 3-1+33+1+33+1 1 +3x+1 +0+1 2 1+32+1+02+1 3 1+0+1+2+1 3 1+32 +1 +32+1 3 1 +32+1 +32+1 3 1+02+1 +32+1 3 1 +32+2+32+1 2 1 +0 +2+0+1 3 1+2 +2+0+1 3 1+0+2+32+1 3 1+0.2+0+1 3 1+0+2+0 +1 3 2 1 +0+2+0+1 3 1+32+2 +32+1 3 1+0 +2132 +1 3 1 +0+2+0+1 3 1 +0+2+0+1 1 +32+2+32+1 3 1+0+2+02 +1 3 1+32 +2+0+1 1+0+2+0+1 1+0 +2+02 +1 3 1 +0+2+32+1 1+0+2+041 2 1+32+2+0+1 3 1+0+2+0+1 3 TONES HEAD & 881. 1413241+32+1 1+02 +1 +32 +1 1+2+1+2+1 1 +32+1+32+1 1 +32+1 +3241 1+32+2432+1 1K2 +2+32+1 1+32+2+02+1 1+32+2+(x+1 1 +33+2+33+1 1+03+2+63+1 1+32+2+32 +1 1+0+2+32+1 1+02+2+32 +1 1+33+2+33+1 1+33+2'433+1 1+03+2+33+1 1 +32+3+0 +1 2 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 1+03+3+63+1 3 3 1 +0+2+0+1 3 1+0 +2+0 +1 3 1+32+2+02+1 3 1+C0+2+C3+1 3 1 +03+2+03+1 3 1+0+2 +0 +1 103.375x 38375 43.300 60.828 64.030 5000 63.000 1 +32+2+0+1 3 21 1+0 +2+0+1 3 1+32 +2+32+1 2 1+33+2+33+1 1+00+3+32 +1 3 1 +03+2 +33+1 3 2 1 +0+3+32+1 2 1+0+3+0 +1 1+0+2+2+•1` 3 1 +32+3+6#1 3 1 +3+3+03+1 3 1 +32+3+32+1 3 1+32+2+32+1 3 1+33+3+33+1 3 1 +32+3+03+1 3 1 +33+3+33+1 3 1+32+2+32+1 3 1+33+3 +33+1 3 1 +3`3+3+03+1 3 1+33+3+33+1 3 1 +0+2+32+1 3 1 +0µ3+C4+1 3 1 +04 +3+Gµ1 4 1+33+3+33+1 3 1+32 +2+32+1 3 1+34+3+34 +1 3 1+34 +3+04+1 4 111.030 x *375 4&000 60.626 54.000 80.0(0 ea= 1+0+3+2 +1 1 +0+3+32+1 3 1+0+2+0+1 1 +32+2 +32+1 2 3 1 +0+3+02+1 1 +33+3+03+1 2 3 1+0 +3+0+1 1+33+3+03+1 3 3 1+0 +3+0+1 1+2 +2+32+1 3 1+0+2+32+1 3 1 +0+240+1 3 1+0 +3112+1 2 1 +32+3112+1 3 1+03 +3+0+1 3 1 +03+3+33+1 3 1+33+3+33+1 3 1+34+3+31+1 3 1 +0 +3+32+1 1+03+3+03+1 1+34+3+34+1 3 3 1K)4+3+3µ1 3 1+34+3+04+1 1+0+4+0 +1 2 1 +33+4+33+1 3 1+33+4 +33+1 a 1 +04+4 +Gk1 3 1 +04+4+:4+1 3 1+32++4+85+1 3 2 1+0+4+32+1 3 1+03+4+33+1 2 3 1+0+3+32+1 3 1+32+2+32 +1 1 +33+3+33+1 3 1 +33+3+03+1 3 1 +03+3+03+1 3 1 +33+4+33+1 3 1+33+3+33+1 3 1+0+2+0+1 3 1+03+3+03+1 3 1+33 +3+33+1 3 1+33 +3+03+1 3 1 +31+4+04 +1 3 1 +03+3+3 3+1 3 1 +0 +2+(2+1 3 1 +04 +3+04+1 3 1+34+3+34 +1 4 1+03+3+0+1 3 1 +34 +4+34+1 3 1+33+3+3:3+1 3 1+0+2+32+1 3 1+04+3+04+1 3 1+64+3+04+1 xex X807 freedom UPDATE TABLE 4. SELECT VALUES GUS 70 ANCHOR CAP. AOJ gems* Fx bN. 10117/08 REWSEANCHORAGE FORMAT. HP-AD SILL CLUSTERS RDdBy date F.K 6!13186 rbeaer: /ms F.K 22368 ADO SPACE DI tOM3G1ASSTYPESOTHRUL A �" 3 I 4 1K}µ3 +34+1 3 1 +06+4+05+1 4 NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114' ELCO 884 CRETE -FLEX 3 -412 STEEL SCREWS (05) 2. GLASS TYPES: A. 5116° LAS - (118' A490, NB' A) S. 5/18° LARD - (1J8° A,.090,1/8' HS) C. 8/16' LAS -(118' H3.090,118 118) D. 7116° LANE - (3118° A,.090, 3/16° A) E. 7118' LAMI - (3118° A,100, 3118' HS) F. Th8' LAM1- (3118° 118.090, 3118' HS) 0.13116° LAMI ld- UB° OR 316' A, 6/18° OR 3A" SPACE, 5/16• LAM- (NW A. ,1/8'A) H.13118' LAMI IG -1/8' OR 316' A, 8118' OR 3/8' SPACE, 6/16' LAMI - (1/8'A,.(190,11' H8) L 1318° LANI (0.1/8° OR 3/18' A, 6/18° OR 3/1, SPACE, 5/117 LANE -(1B° H8.080. 1i' HS) J. 13118' LAM! 10.118' OR 3116• A, 3/18° OR M' SPACE, 718'LAM - (3/1r A.0130, 318-*) K. 3h8' LAM 133 -118' OR 3/18' A, 3118° OR 114' SPACE, 7/18' LANE - (3116' 4,.090.3/16' HS) L 13116° LANE 13 -118' op4 31101 A, 3118' OR 114. SPACE, 716' LAS - (THE H8,.090, 3118" 113) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL; 10112' MAX 323 EACH SIDE OF MEETING RAIL CENTERLINE. 25 3 4' MAIL. FROM CORNERS. JAMBS: 9° MAX. FROM CORNEi8 AND 22112" MAX. 0.0. TABLE KEY: A 4 I1 +33+4+33 +1 13 1-.--ANCHOR QUANTITY PER JARS f HEAD AND ELL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT MD SECTION. (12) ANCHORS TOTAL AT HEAD AND SITS. (3' MW. O.C. ANCHOR SPACING) 26 314' max -"'I 1-.-3' MIN. a'T-.r MTG. RAIL, TYP. EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) ++- 253/4° MAX -+- -1/V 1..--3° PAIN. 9' •-9+44 -4-4-0 REF' X X 7— 1—i - MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PINS llK1' RFtnS® us ^p r,_a scab the Maids Clap AC.c':,+w:w No 6* •,.., Data +a7o1ECPINZLOOY ORME NOKOMIS. FL 34278 P.O.9 * 1829 N OKOMIS. FL 34274 ed_r_ VLstb(7Berea ANCHORAGE SPACING, XOX (1/4-1/2 -114) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT hertIO Mit 8 m 11 I �4127 - -10 Robert L. Clara P.E. PE 039712 Structural ANCHOR QUANTREB. XOX 044134/3) WINDOWS TABLE GLA881YPES A,B4O,H GLA881YPES C,D,E,F, ,J,K L ANON'S'YPEx & 612STRATE 2.3. WOOD 2 CONC 1, CONC 2.3 W000 Z ZONC 1, COI4C ZONES 2CFt8s ZONES ZONES 2tN0E8 ZONES WINDOW SIZE HEAD & SILL HEAD & 8011 HEAD & SILL HEAD & 8011 HEAD & 8111 HEAD & S&L 48.000 x 3&378 4&000 50825 84.000 000 now 1 +02+1 +02+1 2 1 +02+14x+1 2 1+32+1422+1 2 1 +82+1 +82+1 2 1+83 +1 +02+1 2 1+02+1442+1 2 1+02+1+02+1 3 1 +02+1+02+1 3 1+02 +1 +02+1 3 1432+1+32+1 3 1 +82+1+02+1 3 142+1422 +1 3 1+02+1+x+1 3 1 +03+1 +02 +1 3 1482+142+1 1+02+1+x+1 3 143+1+02+1 3 1+02 +1+02+1 3 1+82 +1 +83+1 1 +02+1+02+1 3 1+82 +1+02+1 1 +02+1 +82+1 3 1 +02+1432 +1 3 143241402+1 3 1+02 +1 +0+1 3 1+02+1422 +1 3 1432+1402+1 3 1+82+1+02+1 3 1+83+1+02 +1 3 1+02+1+02+1 3 1+02 +1 +02+1 3 1+02+1+132+1 3 1432+1483+1 3 1+02+1+02 +1 3 1+02+1 +02+1 3 14:3+1+43+1 3 0125 38375 48.{09 64625 54000 02.000 Baca 1 +02+1 +02+1 2 102x1+42+1 2 1 +02+14x+1 2 1+02+1 +02+1 2 1 +12+1 +132 +1 2 1+0241+02+1 1+02+1 +83+1 3 1 +02+142+1 3 142 +1 +02+1 3 1+02+142+1 3 1 +02+1+x+1 3 1+82+1+02+1 3 1 +3+1+02+1 3 1 +02+1432+1 3 1+02+1+02+1 3 1+82+1482+1 3 1 +32+14x+1 3 1+02+1+02+1 3 1442002.1 3 1 +02+1+02+1 3 1+32+1432+1 3 1+ x+1+02+1 3 1 +132 +1 +02+1 3 1+82+142+1 3 1 +02+9+02+1 3 1+02+1+02+1 3 1+01+1 +32+1 3 1+42+1+02+1 3 1+@+1+02 +1 3 1+0+14x+1 1402+1402+1 3 1 +02+1 +82+1 3 14241+82+1 3 1+{x+1 +02+1 3 1+02+142+1 3 1+03+1+03+1 3 80000x 38.376 48000 50.628 58000 60,000 63000 1+01+142+1 2 1 +02+1 +12+1 2 1 +(2+142+1 2 1 +32+1 +82+1 2 1 +02+1422 +1 2 1+0+1442+1 2 1+02+1+02+1 3 1+02+1+02+1 3 1+01 +1+02+1 1+02+1+82+1 3 1+0+14x+1 3 1+02+1+02+1 1+82+1+82+1 3 14.2+1+02+1 3 142►142 +1 3 1 +02+1+03+1 3 1+02+1+02+1 3 1+02+1+2+1 1+02+1 +02 +1 3 1 +02+1+02 +1 3 1482 +1+02+1 3 1+x+1 +02+1 3 1 +02+1+02+1 3 1+03+142+1 1+02 +1 +02+1 3 1 +0x+1+02+1 3 1422+1+0+1 3 1+42+1 +02+1 3 1+0241432+1 3 1+03+1 +83+1 3 1.000 x 38378 48000 50025 84.000 80000 63000 1+02+1+02+1 1+02+1+02+1 3 1402+1+0 +1 2 142+142+1 3 1 +02+1+02+1 3 1+01+1+43+1 3 1+02+1+02+1 3 142+142+1 3 142+1 +02+1 2 1 +02+1 +82+1 2 14x+1 +02+1 2 1+02+1432+1 2 1+0241 +02+1 3 14x+1+02 +1 3 142+1+0:2+1 3 1+02+1+02+1 a 1+02+1 +02 +1 3 14 2 +1+x+1 3 1+0241+02+1 3 1 +02+1 +022 +1 3 1 +02 +1 +02+1 3 1 +42+14x+1 3 1+02+1 +03 +1 3 142+1+83+1 3 1402+1+02+1 3 10241442+1 3 1422 +14x+1 3 1402+142+1 3 1+02+1422 +1 3 1+03+1 +43+1 3 1+02+1+02+1 3 1 +02 +1+02 +1 3 1 +82+1 +02+1 3 142+1+03+1 3 1+02+1 +0+1 3 1+03+1 +02+1 3 1+02+1+42+1 3 1 +0+1+42+1 3 1 +03+143+1 3 1+03+14430 3 1 +02+1+x+1 3 942+1+83+1 3 74.000x 38375 48.000 60625 54.00D wow 83000 1+02+1422+1 1 +02+1402+1 2 1+02+1+02+1 2 1+02 +1+x+1 2 1+02+1 +02 +1 2 1+02+1+02+1 2 1 +02+142+1 3 142 +1+02+1 3 1+42 +142+1 1+02+1+02+1 3 1+02+1432+1 3 1+83+1+83+1 3 142 +1x0241 3 142+1432+1 3 1+02+1 +02+1 3 1+02+1+02+1 3 1+02+1 +02+1 3 1+033+1 +33+1 3 142+1+02+1 3 142+1+02 +1 3 1 +07+1442+1 3 1432+1+02+1 3 1 +02+1+02+1 3 1+03+1 +02+1 3 1422 +1+42+1 3 1483+1 +02 +1 3 1 +33+1+03+1 3 143.1+03+1 3 1 +02+1+02+1 3 1 +03+1+03+1 3 84.000x 0378 48.000 50626 54.000 5000 8.80100 1+02+1 +02+1 3 1+02+1+02 +1 1+33+1+03+1 3 1+23+1+0+1 3 1 +02 +1+02+1 3 1 +03+1+83+1 3 1+02+1 +02 +1 1 +02+1+02+1 2 147+1+02 +1 2 14x+1+32+1 3 1 +0241422 +1 2 1422 +142+1 2 142 +1+02 +1 3 142+1+82+1 3 1+02 +1442+1 3 1+02+1 +02+1 3 1 +01+1+02+1 3 1+01+1+0+1 3 1+02 +1+02+1 3 1 +03+1+0x+1 3 1 +0x+1+02+1 3 1482 +1 +07+1 3 1+02+1+0241 3 1033414430 3 1+02+142 +1 3 1+02+1442+1 3 1+03+1+3+1 3 1 +03+1 +03+1 3 1 +02+1+02 +1 3 1+0+1 +03+1 3 1402.100.1 3 1+02+1+02+1 3 1 +03+1 +83+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +83+1+83 +1 3 143+1+3 +1 3 1+02+1402+1 3 1 +03+1+03+1 3 1 +01+143+1 4 1 +03+1 +33+1 3 1 +04 +1+04 +1 4 86.437 x 38:375 4&950 50626 54.000 00.000 83000 1+02+1+07+1 9+02 +1 +07 +9 2 1+02+1+42+1 2 1 +02 +1+02+1 2 1+02+1+02+1 3 1 +02 +1 +0 +1 2 1+02+1 +022+1 2 3 1+02 +1+02+1 3 1 +02+1 +02+1 3 1+02+1+02 +1 3 1+02 +1+02 +1 3 1+03+1+83+1 3 1422 +1+02+1 3 1+02+1+42 +1 3 1 +02+1 +182+1 3 1 +02+1+02 +1 1 +02+1•02+1 3 3 1422 +1+0x+1 3 1+02+1 +1x+1 3 1 +03+1 0331 3 1+03+1+03+1 3 1 +02+1+02+1 3 3 1+02 +1+02+1 3 1+02+14424-1 3 1 +03+1+03+1 3 1+03+1 +83+1 4 1+03+1+3+1 3 4 1+33+143+1 3 1+02+1+0x41 3 1 +03+1+03+1 3 1+02+1+33 +1 4 1 +03+1+03+1 3 4 NOTES: 1. ANCHOR TYPES: 2. GLASS TYPES: 3. wiscon/ ANCHOR QUANT1TES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWNO DIMENSIONS. FOR WINDOW son NOT SHOWN. GO TO NEXT LARGER WINDOW IN TAME- HEAD SILL: 10 1/2" MAX. CBI EACH SIDE OF MEET1NO RAIL CENTERLINE 26 NV MAX. FROM CORNERS JAWS: r MAX. FROM CORNERS AND 22 1/T MAX 0.0. TABLE KEY: 1140.1+01+11, 3 H--ANCHOR QUANTITY PER NUM V REF. EXAMPLE CLUSTER W/ QTY, OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 HEAD AND SIU- ANCHOR ClUANTMES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (*ANCHORS TOTAL ATHF_AD AND SILL. (3` MIN. 0.0. ANCHOR SPACING) r REF. 25 NC MAX. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 0 ...wiring with the Florida Wad.* Code Nmae* +mx norm= F.K. 418!07 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. Nowt* m4e Wake. FJL 10/1703 8 REVISE ANCHORAGE FORMAT, HEAD& SILL CLU87ERS Peet. HarYmm• 0/13/06 A NmWer. FJC Saw 8)q FFJC 28806 tffiedatEr ADD SPACE 01483 870N9 GUISS TYPES 0711RUL Data J.J. 3813.78 Q/01ECNN .bOY ERNE NOKOMIS, FL 34278 P.O.8Qx 1823 NOKO8IE. FL 34274 Vitribly Bet AM ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ALUM HORIZONTAL ROLLER WINDOW, IMPACT PE #35712 Sbutdural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ,K, L ANCHOR TYPED 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 312E R g a 37.000 x 38.375 1+C2 +1 2 1+102 +1 2 1+02 +1 48.000 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 50.826 1 +02+1 3 1 +02 +1 3 1 +02 +1 54.000 1 +102+1 3 1 +C2 +1 3 1 +102 +1 80.E 1 +07+1 3 1+02 +1 3 1 +03+1 83.000 1 +02+1 3 1+02 +1 3 1 +03+1 48.000 x 38.376 1 +102 +1 2 1 +02 +1 2 1 +02 +1 48.000 1 +02 +1 3 1 +02+1 3 1 +102 +1 50.825 1 +02+1 3 1+02 +1 3 1 +C3+1 64.000 1+02 +1 3 1+02+1 3 1+03+1 60.000 1 +C3+1 3 1+102 +1 3 1 +03+1 03.000 1+03+1 3 1+02 +1 3 1 +03+1 53.125 x 38,375 48.000 50.825 64.000 60.000 83.000 60.000 x 38.375 48.000 60.825 54.000 60.000 83.000 65.000 x 38.375 48.000 50.625 2 +03+2 4 1 +02 +1 3 2+13 +2 3 2+103+2 4 54.000 2 +03+2 4 1+02 +1 3 2+03+2 4 2+03+2 4 80.000 2 +03+2 4 1 +03 +1 3 2+104 +2 4 2+03+2 4 83.000 1 +03 +1 4 1+03 +1 3 2 +04 +2 4 2+03+2 4 2 1+07+1 2 3 1+102+1 3 3 1+102+1 3 3 1+02 +1 3 3 1 +07+1 3 3 1 +02 +1 3 2 1+02 +1 2 3 1 +0x+1 3 3 1+102 +1 3 3 1+10x+1 3 3 1 +03+1 3 3 1+103 +1 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 1+02 +1 1+02 +1 1 +02+1 1 +03+1 1+03 +1 1 +103+1 1+C2+1, 1+03+1 1+07 +1 1+03+1 1 +03+1 2+02+2 2 +07 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 2 3 3 3 3 3 3 3 2 3 1 +07 +1 "1+03+1 1 +03+1 1 +03+1 1 +03+1 1 +104 +1 2+02 +2 2+03+2 2+03+2 2+03+2 2+04+2 2 +104+2 2+07 +2 2 +03 +2 2 3 3 3 3 3 2 3 3 3 4 4 3 3 1+02 +1 1+102 +1 1+02+1 1 +03+1 1+03 +1 1+0x+1 1+0x+1 1 +102+1 1 +03+1 1 +03+1 1 +07+1 1+03+1 2 +102+2 2+C2+2 1+02+1 2 1 +102+1 2 1402+1 1+02+1 1 +102+1 3 1+102+1 1 +102 +1 3 1 +(+1 3 1+02+1 3 1 +03+1 3 14C2+1 3 1+03+1 3 1+02+1 2 1+102 +1 2 1 +0x+1 3 1 +102+1 3 1+02+1 3 1 +03+1 3 1 +0x+1 3 1 +03+1 3 1 +102 +1 3 1+03+1 3 1 +02+1 1 +102 +1 3 2 1+03+1 1 +102+1 3 2 1+02+1 1 +02+1 3 1+03+1 3 1 +03+1 3 1+01+1 1+02 +( 3 1 +03 +1 3 1+103+1 3 1+03+1 3 1 +04 +1 1+02 +1 2 2+(x+2 2 1+07+1 2+03+2 3 1+02 +1 3 2+03+2 3 1+02 +1 3 2+103+2 3 1 +03 +1 3 2 +04+2 4 1+03+1 3 1+C2 +1 2+04+2 2 +(7+2 4 3 1 +1;2 +1 1+102 +1 3 2 +03+2 3 2+03+2 3 1 +102 +1 3 2 +03 +2 4 1+03 +1 3 2+04 +2 4 1+103 +1 3 2+04 +2 4 74.000 x 38.375 2+C2 +2 3 2 +02 +2 2 2+102 +2 3 2+12+2 3 48.000 2 +03+2 4 2 +02+2 3 2 +03+2 4 2+03+2 4 60.025 2+03+2 4 2+02+2 3 2+03+2 4 2 +03+2 4 64.003 2+03+2 4 2 +03+2 3 2 +04 +2 4 2+03+2 4 80.000 2 +03 +2 4 1 +03+1 3 2+04+2 4 2 +103+2 5 83.000 2 +03+2 4 1 +03+1 3 2+04 +2 4 2+04 +2 5 2 +02+2 2 2+02 +2 3 2+0,x+2 3 2 +03+2 4 2 +02 +2 3 2+03+2 4 2+03+2 3 2+04+2 4 2+03+2 3 2+104 +2 4 grad Or FA 4/1&07 a Hwaa°F FA FJL crW!!X F.K Cater 10N7Ai6 2 2 +03+2 4 2 +104+2 5 NOTES: 1. ANCHOR TYPES: 1 -111' ELCO TAPCONS 2 -1/4' ELCO 884 CRETE -FLEX 3.412 STEEL SCREWS (G6) 2. GLASS TYPES: A. 6118' LAMI - (1/8' A..090,1/8' A) B. 6/16' LAMI • (1/8'A,.090,1M° HS) C. 6118" LAMI • (1/8'10,090,1/8' HS) D. 7/16' LAMI - (3118° A,080, 3/16'A) E. 7116' LAMI - (3116'A,.083, 3/16' HS) F. 7116' LAMI - (3118' 110,.090, 3/16' HS) 0. 13116' Ufa 10 - 1/8'OR3118'A, 5116" OR 316' SPACE, 6116'LAM1- (118'A,.090.1/8" A) H. 13/16' LAMI I0 -1/8' OR 3116" A, 5/16' OR 3/8' SPACE, 6/18' LAMI - (1!$" A.090,1/8' HS) 1. 13116' LAMI IG - 1/8' OR 3/16' A, 6/16' OR Sr SPACE, 616' LAMI -(118° HS,090,1/8' HS) J.13116' LAMI 10 -1/8 OR 3/16* A 3/169:84 1/4 SPACE, 7/18" LANS - (3/18° A,.090, 3/18' A) K 13118' LAMI 10- 1/8' OR Mr A, MI6' OR 1/4' SPACE, 7/16' LAMI -(3118' .0.000, 3116' HS) L 13/16' LAMI 1G -118' OR 3116° A, 3/16° OR 1/4' SPACE. 7/16' LAMI - (3116" H8,090, 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD& SRL: 101/2' MAX. ON EACH SIDE OP MEMING RAIL CENTERLINE. 18 314' MAX. FROM CORNEA. JAMBS: I: 8' MAX FROM CORNERS AND 22112' MAX. 0.0. TABLE KEY: O X 2+03+2 13 ANCHOR OUANTITY PER JANE HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTEPED ON THE MEETING RAII. PLUS 021ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. Q.C. ANCHOR SPACING) rri8 314° MAX 1 r x MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 314• MAX. 12° TYP. 1+-3• MIN. r REF. A O MTG. RAIL - EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT asvisID manrt',:u3wiE Ib°Pimida ACP.Tio1m No Ditto C 101125. TA81EFT06, a SELECT VALUES 0UETO ANCHOR CAP. Atai'070TECHNOLOGY nravE n ANCHORAGE SPACING, OX AND X0 WINDOWS ROME ANCIIORAGE FORMAT, HEADS SILL QU97ERS NOIiW41$. F1342713 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT V:aibh iearn I NTS1 10 m 11 I �°ati4127 -10 I C Adams A ADD SPACE OAMEA'3IONS TO MASS TYPES O THRUL fie" Cab,' J..L 2123me P.C. erns 1SE NOKOIC3. FL 31274 MIN. 3.4 KS1 CONCRETE 15 WOOD BUCK, NOTE 3 1314° MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1® 114" MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: 1. FOR CONCRETE APFUCATIONS IN MIAMI -DADE COUNTY, USE ONLY HMI-DADS COUNTY APPROVED 114" ELCO ® TAPCONS EMBEDED 1318" MIN. OR 1/4" 884 CRETE-FLEX EMBEDED 13(4' MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE 012 TRII41FIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 812 STEEL SCREWS (G5) OR 1/4" S84 CRETE-FLEX WITH 0 012 TRIMFIT HEAD. 3. W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL. THICKNESS 18 LESS THAN 1 117. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/7 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL. SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 113' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1!4' MAX BRIM 1 1/4' MIN. DISSIMIAR MATERIALS SHALL MEET THE REQUII Nt$ OF FLORIDA BUILDING CODE, CURRENT E0MON. (1.5 KSI MU) ha OR .� PER NOTE 1 ' (3.4 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 e 1314" EXTERIOR I� '• MIN. ED & SILL DETAILS A, B, C. D, Ci & H) 25 WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F INTERIOR (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS DETAIL H (HEAD NAUNQ 131 01A. MIN. x 2112" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. 13/4" MIN.® MIN 3.4 I(8 E.D. TYP. CONCRETE 2x WOOD © DETAIL C NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS '✓itsemac FJC FJC ln„mth: oar aaa°s: FJC tHS049 A AD01107E6. dmap act mar, FJC J.J. =9/08 DETAIL D faz Masai Ac:; c'U:.cc AIo DETAIL, G (SILL)® DETAIL I (JAM% As TYPICAL INTEGRAL FIN FRAME SECTIONS Ltellr 4/1807 ogee It/17Po0 oar.. C 8 e REVISE EDGEDiST.. &211T, NOICIIIS. NM PA.88gqxXiea NOKON44.FL3v274 P ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HAM I Hei/ I i1 d 11 rib I C fs10 7 Robert L Clark. P.C. PE 8'18112 8b,e:Yial BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 1112.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Gla'ing complies w/ ASTME- 1300 - 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08- 1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex I1IG Clear or colored Interlayer ", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB ", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08- 1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. E -1 00O/1" Carlos M. Utrera, P.E. Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHLLIa 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHLLIS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/35 SIHLSS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDMON. LOAD DURATION, CD, OF 1.6 WAS USED IN W000 SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDDION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (I-IVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. W000 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44 -1/4° VISIBLE LIGHT 6° I 12-7/8° MAX. MAX. O.C. 4A � L_ 12 -7/8° MAX. T '7� 48" i GE MAX J TO FLANGE WIDTH F.- 92- /4° VISIBLE LIGHT 96° FLANGE TO FLANGE TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 2° MAX 45 -1/4° VISIBLE LIGHT 5° MAX. O.C. 98 /4° FIN TO FIN 5° MAX. O.C. 93- /4° VIS BLE LIGHT 96° 2` MAX. J D —�{ 50 1/4° 48° -- FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION f TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASSY, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS UST 8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. IF.-- WIDTH -4 WIDTH —°-I 1 T If- WIDTH - 1 I WIDTH ---1 T - -- Fes- WIDTH - 1 WIDTH --1 F- WIDTH -.1 F-- WIDTH +1 F-- WIDTH Tfl 1 r T -1 Raved J.R. Rend e1n F.K erred Op 3/31/10 Oats 4/4/07 Oat. Rar C NO PLEI OREWIAW, Mb R O �INTION TO INCLUDE Ram CHG. NOTE 2 70 REF ASTM E 130.)-02 AND REWSE 9 ANCHORAGE NOTE 3. Rarisfonc Drawn BI Dote: 03 Chocked Lytat. FJC 1070 TECHNOLOGY ORNE N. VENICE. FL 34275 P.O. 806 1529 NOKOMIS, FL 34274 ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT PW4FJI NTS 11 a 8 re 4259.4 PRODUCtitEVISED as combing wag BIdIOwCods goo* No 1�. '•.QS' /I% /lam /4ik4 51 ?` 0 11M1 I mo,/77 \ V ...., ER ",i to le�a�. sE . .' ON X105 W as7r/ 7: !:." `A 711111111111 \\ A Lynn Miller, P.E. P.E.g 56705 Fin otd Flanged Windows Maximum De S19n 7/26 Pressure (+I^ ps11 7/161mIKW3/1915- gm* 3 /16C -.090 Pve -311616 7/16AJR -3/16A -.040P58 -3/1615 - • A' or °B° Dimension M) 24 30 38 42 48 64 60 67.876 e. S a 8 0 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71.1 64.0 76.8 80.0 80.0 80.0 80.0 76.0 70.0 64.0 84 80.0 80.0 80.0 74.3 68.3 63.6 86.3 80.0 80.0 80.0 73.6 87.4 82.6 98 80.0 80.0 77.2 84.7 582 109.7 80.0 80.0 72.3 68.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 60.0 Fill and Flanged Windows Maximum Design pressure (+I_ pat) 7/161am1e 3/155-.090615 -3 /196 7/16 lard SW MANS -7/16AM - 3/16/6 - .090616 -311616 A or W Dimensiol (In) 24 30 38 42 48 64 60 67.875 F 5 1 E ix 9 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 621 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 78.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 98 80.0 80.0 80.0 no 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES: 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 'A' & '8' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. -r-- �-- '8' DIM. -►I DIM. L 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND 112 TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A' AND 'B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). °B° DIM. Kr• wle: Redebn& COMPLETE REDRAW AND REORGANIZATION 70 M.UDE J.R. 3/31/10 C INFORMATION FOR LARGER IMNDOWS. Rend Or. F.K. Rerad By 4/4 07 Rev/dorm NO CHANCE THIS SHEET maiwes Cha Med Fbeale: 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 GLAZING DETAILS Mks ALUMINUM PICTURE WINDOW, IMPACT Imiee/KoW PW-701 NTS 12 d 8 I9,a.tiq es. 42584 I C N‘` 1.YINNIM/� ://* e *: 513705 • No. : k p; a. i4 10 O,`;. ono_:C' ���'�SSIONAti -$a A Lynn l Mar!' P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X W000 BUCK OR FRAMING .131° (1/81 X 2 -1/2°� NAIL, WITHIN 2° OF CORNERS AND 5" 0.C. ��lll I a MAX. WINDOW HEIGHT MAX. • VISIBLE LIGHT OPENING INSERIDE SEE ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDMENT 2X WOOD BUCK OR FRAMING 375° MIN. EDGE DISTANCE .131° (1 /8 °) X 2 -1/2° NAIL, .375` MIN. WITHIN 2° OF EDGE DISTANCE CORNERS AND 5" O.C. 1/4" MAX. SHIM SEE SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION D -D '+— 1/4" MAX. SHIM INTERIOR 1/4" MAX. SHIM —�I +— 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, ®Q SHEET 6 /1111111 �r11 18 OR® 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS USTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE OMITS. Read By. Dela J.R. 3/31/10 'Bawd By. �a Bandar Reno= C Ralsimm StmoBBorm COMPLETE INFORMATION RMATIONFOR !ARM 0N 70 INCLUDE DOWS. S7 ®..®21 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT — HORIZONTAL SECTION C -C 10 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/8" MIN. EMBEDMENT Data Mown B F.K. Bala Chveknd PAW. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT ssed�/M"dm PW-701 SOAR NTS !Meat 8 r 8 I 4259.4 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDEUNES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4° MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION B -B SEE ANCHOR GUIDELINES, SHEET 7 MIN, CONCRETE KSI PER ANCHOR TYPE, --. SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4° MAX. SHIM 1/4° MAX. SHIM �r- SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELNES, y SHEET 7 90° CORNER ASSEMBLY MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. 2. 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 CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 Rend or Dec J.R. 3/31/10 Road Br. nom Reeatan= Revelers IMFORMAAONEFOR EREVRND RON TO INCLUDE Raved er Dal= Dm.n 6r Deter FJC 7/14A18 'Necked teat= I 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 I,4J INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT AITS a m 8 I°°� 42594 PRODUCT REVISED isawplpig limrPiori6 AompreeCods bb / / /'.DS 4/ � ' Mimi , .. Pwderstla4d Mika .,NNN A VYivn Mil[ �lj0 :��GF'NSf •• • K • _ # : 00.56705 • �'D • S1i�i° O� O ' _�� ��On • . FI.OINOP:G�� A. Lynn Miller, P.E. P.E.fl 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDMENT 1/4° MAX. SHIM 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF — DRIWNG SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1 /8" NOM. MIN. #12 STEEL SELF — DRIWNG SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) SEE ANCHOR GUIDELINES. SHEET 7 •E SEE ANCHOR GUIDELINES. SHEET 7 IN ERIOR 1X WOOD BUCK 1/4° MAX. i- SHIM FIN FRAME WITH RN REMOVED r TXTERIOR DADE APPROVED MUWON (SEE SEPERATE NOA) ALUMINUM: 6063 —T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE SEE ANCHOR GUIDELINES. SHEET 7 ME610H SEE ANCHOR . GUIDELINES. - ' ' SHEET 7 T t - `MIN. CONCRETE KSI I PER ANCHOR, SEE SHEET 7 IMIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU 1/4° MAX. SHIM EQUAL LEG FRAME (OTHER FRAMES SIM.) 1 X WOOD BUCKSTRIP �+— 1/4° MAX. SHIM 1-3/8' MIN. EMBEDMENT EXCLUDING POINT 1/8° NOM. MIN. .j�I AIR EXTERIOR METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS #12 STEEL SELF—DRILLING SMS (05) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER FULL— LENGTH, W000 BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL SELF — DRIWNG SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORRY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4° MAX. SHIM SEE ANCHOR GUIDEIJNES. SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL I--- 1/4° MAX. SHIM EXTERIOR STEEL STUD Fy =33 KSI MIN. 1B GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE Rend By: J.R. Render Deco: 3/31/10 Don Does Rsvinkalx Revisions: R Checked INFORMATION LARGER REOR ISATION TO INCLUDE Rend Bar browner FX 744V3 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT RodsoAdsdn P141701 score: sneeE NTS 8 8 laaby Ne. 42594 P$ODUCT*EASED wa6 the Magda A+ocP4m9No ' 7 r O$' Mft 0'11.YNry d1J rL.7. %Iii • No 05 s4▪ ' - Q 8)4TJ —416 FSSION ` s' A. Lynn Miller, er, P.E. P.E. ® 58705 Head, 8111 and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) Anchor Description Anchor TYPe °A' or '8" Dimension (in) 24 30 38 42 48 84 60 87.875 Anchor Location' 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 I°8° or °A° Dmension (In) se Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 8 5 6 5 6 6 6 8 7 6 7 6 48 Jamb 4 4 6 4 5 4 5 4 5 5 5 5 6 6 6 5 5 5 8 6 6 5 6 5 6 5 6 5 5 5 6 5 Head/S51 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 6 6 6 7 8 6 6 7 6 7 7 8 7 Jamb 5 6 6 6 6 5 8 6 8 6 6 8 6 6 7 6 8 8 7 6 7 8 7 6 7 6 7 6 7 8 7 6 Head/Si9 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 6 6 8 7 6 7 8 7 6 8 7 8 7 67.876 Jamb 6 6 7 8 7 8 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 6 7 8 7 6 7 6 8 7 8 7 72 Jamb 8 6 8 6 7 6 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 8 7 6 7 6 76.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 8 7 8 7 6 7 8 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 5 5 6 5 6 6 7 6 85.3 Jamb 7 7 9 7 8 7 8 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 5 6 8 6 6 6 7 6 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 8 8 5 109.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 • Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head/5111 and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/SW 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 HeadIS91 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 HeadlSW 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 15 12 Head/SSW 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND 1JP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL T WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A° AND °B°) MAY BE REVERSED 70 OBTAIN A MORE ACCURATE DIM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. 1_ Anchor Tye Anchor Description Substrate Min. Edge Distance MM. Embed - mend #12, Steel screw (06) S. Pine 0.884° 1.375° 1 012, Steel screw (G5) Stt Stud, Gr 33 0.324' .048718Ga #12, Steel SPEW (G5) Alum. 6053 -T8 0.324° 0.125° #12, Steel screw (G5) A35 Steel 0.324° 0.125° 014, Steel strewn (G5) S. Pine 0.964° 1.375° 2 #14, Steel screwy (G5) StL Stud, Or 33 0.361" .048°/1806 014, Steel screw (G5) Alum. 6083 -16 0.381" 0.125" 014, Steel sinew (G5) A38 Steel 0.381° 0.125° 3 1/4" Steel Ultracon S. Pine 1° 1.375" 1/4" 410 SS CreteFlex S. Pine 1" 1.375" 4 5/18° Steel Ultmcon S. Pine 1.26° 1.375' A° & "B' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �•+- -- "8' DIM. --+1 °A' DIM.� J °B" DIM. 1 n4.4 w: J.R. Ik.ed Br F.K. Read er oak: 3/31/10 4/9/07 oak: Ra.mlara: CAfdRM4 On NEDRAW AND E ,jl,,, noN TO INCLUDE mean e1 FJC Dal= 7H493 Revisions: B a,.waw oeaed NEW SHEET 1y5We: I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS• FL 34274 ANCHORAGE, WOOD SUBSTRATE mx: ALUMINUM PICTURE WINDOW, IMPACT Seim/9okt Soria PW701 NTS 6 or 8 4259.4 1 "o PRODI7Cf UHVISED sOo wd1YkFlecih ecccoesmwxo 'MILi.'t k Wo• 5gT05 -1*/s unopo � A LynnE( �1t147 P.E. P.B 55705 Head, SRI and Jamb Anchor QuanStles Into Masonry (Anchor Types 5-7) Anchor Description Anchor Type N °A° or "B' Dimension (In) 24 30 38 42 48 54 60 67.875 Anchor Location* 5 6 7 5 8 7 5 8 7 5 8 7 5 8 7 5 6 7 5 8 7 5 6 7 4 3 _ € s £ S a S la 36 Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 HeadlSfll 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 6 8 5 6 8 6 7 7 8 48 Jamb 5 4 4 5 6 4 5 5 4 6 5 6 8 5 5 6 5 6 8 5 8 8 5 5 HeadISUI 2 2 2 3 3 3 4 4 3 6 5 4 6 6 5 7 6 8 7 6 6 8 7 7 60 Jamb 6 5 6 6 6 5 6 6 5 7 6 8 7 8 6 7 8 8 7 6 6 7 8 8 Head/S5 2 2 2 3 3 3 4 4 3 5 5 4 6 5 6 7 8 6 7 6 6 8 7 7 67.875 Jamb 7 6 8 7 8 6 7 7 8 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/SU1 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 8 7 6 6 8 8 7 72 Jamb 8 8 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Head/SW 2 2 2 3 3 3 4 4 3 5 5 4 6 5 6 7 8 6 7 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/SW 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 6 8 10 8 8 HeadlSBI 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 8 6 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 6 7 6 6 98 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/Si 1 2 2 2 3 3 3 4 4 3 5 5 4 6 5 6 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 HeadlSfB 2 2 2 3 3 3 4 4 3 6 5 4 *Width 120 Jamb 13 10 10 13 11 10 13 11 10 and Height dimensions may be reversed to locate anchor entitles on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/SW 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/SW 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 16 13 12 Head/S111 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145° MD HAVE AN AREA OF MORE THAN 32Fr. 2. FOR SIZES NOT SHOWN, ROUND TO TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN.° 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS °A° AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. DIM. Anchor Type Type Anchor Description Substrate Mbl. Edge Min. Embed- meld 6 114 Steel Ulbau*i Hollow Block r 1.25° 1/4 Steel Ultlecon 2.7k Calxxete 1" 1.375 6 1/4 410 SS CrdeFlex Follow Block r 1.25 1/4' 410 SS CreteFtel 3.351c Concrete 1' 1° 7 5/16' Steel Ultmcon Follow Block 1.563° 1.25° 5/16' Steel Macon 3.5k Concrete 1.25° 1° 'A° & °B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �-- "B° DIM. --+1 J 'B' DIM. Rod R, J.R. Dosed eY F.K. Pond Ry: Di Dore FJC %J1 /10 4/4/07 seta R°Mebne: 8 C COMPLETE REDRAW,I REORGANIZATION TO INCLUDE INFORMATION FOR LARGER NEW SHEET 77i/4A79 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE MASONRYSUBSTR4TE ALUMINUM PICTURE WINDOW, IMPACT PFK701 I NTS I7 m 8 Im°.uq 42594 MOULT 103WSED oceplyfog "Mode Radio liandiag Cab Mayhew No �yaar�t�r tit tlllilllll7j • * a" 810 ? -PO �'.••........... %SS10NP� ''?1111111'\ A Lynn Miller, P.E. P.E. I 58705 INTEGRAL FIN FRAME MAT'L: 6063 —T5 DWG NO. 4256A re--- .970° .050° —11+- 7/16" LAMI GLASS BEAD 10 MAT'L: DWG NO. 4255 .975° .348 ° —0-1 �-�— 1- 1/16" LAMI I.G. GLASS BEAD 11 MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 13 DWG NO. 4224 2.784" FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 REM DWG 9 PART 9 DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, s111 & jamb 7 1155 781PQX #8 x 1 Quad P11 SMS stainless steel 8 Schnee-Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/18 lami glass bead 11 4254 64254 1-1/16 lami LG. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Corning 995 silicone stnrctural sealant, black 17 7116" lami glass: 3/16" annealed - .090 DuPont Butacite or Sailex KeepSafe Maximum PVB interlayer- 3/16" heat strengthened 18 1 -1/16" lami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/18" heat strengthened 20 4262 84262 Architectural comer key 21 7/16" lami gleam 3/16" heat strengthened - .090 DuPont Butacite or Sailex KeepSafe Maximum PVB intedayer - 3/16" heat strengthened 22 1- 1/16" lam11.G. glasm 3/16" heat strengthened outboard - 7/18" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Satlex KeepSafe Maximum PVB Interlayer - 3/16" heat strengthened Reared J.R 3/31/10 ReeC NOFORMAIION REDRAW WLARGER EWINDOWS.710N 70 INCLUDE Reese By Dols Reet.bsee Revd Op Dote Revision= Dann Ey Dote F.FC 7/1403 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST Tram ALUMINUM PICTURE WINDOW, IMPACT sorbs /1bdv7 S 9 Sheet: NTS�8 .4 8 Na. 4259-4 C PRODUCIkEVISED EttildbeCode WaPtodt� Sy /r,"'.• Dhaka A Lynn Miner. P.E. P.E. Q 58705 MIAMI'i71ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101' Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA gha11 be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07. 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: 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 FM-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02 /15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \ t4 •1. LL4a4acs Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07. 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318' LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° 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 SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. C. 7/18• LAMI NOM. (.4851 CONSISTING OF (1) LJTE OF 3/18' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS . D. 7110' LAMI NOM. (.485') CONSISTING OF (1) LITE OF 3/18' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX!K= EPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X O)O( XO, OX, XXO, OXX, OXO, AND 0)0(0. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA 04-0721.01, 03-0225.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2"GL+SB® EXT. -1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM INT. - 3(18° HEAT STRENGTHEND GLASS --► f -► ,402 —® 3/8° LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BTIE EXT. - 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INT. - 3/18° HEAT STRENGTHEND GLASS .485 7/16° LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWMNG MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS.-.-- 1 GLAZING DETAILS 1 DESIGN PRESSURES_._ 2 ELEVATIONS. VERT. SECTIONS..._.._ 4 HORIZ SECTIONS_......_ 5 PARTS UST 8 EXTRUSIONS ... ».. 8, 7 ANCHORAGE. 8-10 Florida A d1n Code wDbfhe ogle (x461.., 1703, 7007 NOM 07— 0 L eq. `(L MLu al Dads Product Control n7 i . tlaot.� Lrv,nao are irmarale Rsener FC ?Rosner: FJC �&D7 ibeidanoc CLARIFY/3M OFOA* OVERALLT11100ESSANDOIAEBBRE lidoc 14107 lTSwur A tz.ner FJC Wet rJerraer ADD I 4 BREOM TOGLA2MND DETAILS, ADO GLASS OEO TH[,RVASE NOTE 1, G1ASS OESCRIPt &ADDNDTE& Lire 621/07 1070 TECHN LOOYDRVE NOKOMaIS, a SM P.a BQX MO NW6009. a34274 P c r_ T+idb& 86aer NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT aw.rmn FD101 x I 010 I�° °11005.1 I B 1 op tL Oak, P.E PE ISR712 Sirup/oral TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )O(, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS VMTH GLASS TYPES A B, C OR D HEIGHT X VNDTH XX WIDTH 6° - 79 314" 7° - 83 314" 87 3/4" 91 3/4" 8 °- 953/4" 3° 371/2" 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH 27 3/4" 3618" 38 3/4" O !MOTH 36 3/4" SINGLE SIDE UTES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +842 -642 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -86.6 +63.1 -63.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 -75.01+75.0 -75.0 1+75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7° - 83 3M" 87 3/4" 91 3/4" 8 °- 953/4" 2° 25 1/2 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 -48.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2° 31 1/2" 5° 59 3/4" +49.0 -49.0 +48.2 -462 +43.6 -43.8 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -724 +68.5 -68.5 +65.0 -65.0 +61.9 -81.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 3618" +35.2 -35.2 +35.2 -35.2 +35.2 -352 +352 -352 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. MI.AMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8° LAMI (1/8' HS, .090 PVB, 3/18" HS) C. 7116" LAMI (3116° A, .090 PVB, 3/16' HS) D. 7/16" LAMI (3/16' HS, .090 PVB, 3/18° HS) ®2. COMBINED DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 7312' MAX. OXO WIDTH = 10912° MAX. XXO /OXX WIDTH = 107 3/4' MAX. OXXO WIDTH =143 3/4' 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS 1S NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.6 / -67.6 PSF EX. 13 FROM TABLE 1. OXXO WITH GLASS TYPE A 68' WIDE x 85° HIGH DOUBLE DOOR WITH 3812° SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.8 / -43.6 PSF EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE _ +43.1 / -43.1 PSF ® 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approval as amPl77a8 wlb 11r Date 4 Nmmum1 Dade Product Control RsodBF FJC bar WINO? noStkne 8 REMO TAME OENONPRESSUa3ANDDA1aF ®NON•REO6. VERSION o DA �o1�E GUM 7 rPE6 a /01.V MS arto N OrES a ADO 1/071:856 Re,nr6F FJC FJC Deo now itrobban A REVISE NOTE 1,2 as ADINOMA71W4S TO TABLE 1 AND 2 REDW2: MX SIZEOF VPI IREMIDAAOJBT.AIL OMAN TAME 2 J..L 0°Ee 82637 1070TECHNOLOGY ORNE NOCCIU113, FL 2427a P.O.O{IX 1020 NOICOMIS, FL 24274 P VWbj7 Bet. DESIGN PRESSURES 71ALLUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 IX I t s 10 1 11005 -1 I B 1t 21, Rabat P.R. PE 039712 SWClmal 73 1/2' MAX. x_38 3/4' MAX. SEE NOTE 4OX OR XO 38 314' 109 Ur MAX. 38 314 MAX. —.....SEE NOTE 3-.-r- i N , E{ 0 I Iy `\ ■ I E / E(' X 1 1 1E 1 O 1 � _XINACT. 1 _O MA SEE NOTE 4 71 3/4' MAX 24 W18' MAX. DLO (TYP) OXO LSEE NOTE 4 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 7XC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 9(0','0X','OXO' 7O(O',40XX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILITY SHEET 2). 5. CLEAR OPENING FOR 'X AND 50C DOORS AS FOLLOWS: (X' DOORS = WIDTH - 5.846) (70C DOOR = DOOR WIDTH/2 - 4.079) XX MAN X. 314 NOTE 3 143 314• MAX. 38314' _I MAX ��"II , Ef O f N , 1. \` X ACT 1!:Dr C. 1 � _XINACT. 1 _O MA SEE NOTE 4 G G DOOR DLO HEIGHT = HEIGHT - 113/8' DLO WIDTH X = DOOR WIDTH - 1215M8' DLO WIDTH IOC = DOOR WIDTH2- 115118' SIDE LITE DLO HEIGHT = HEIGHT -11 318' DLO WIDTH = WIDTH -3 1/W 4' C .) Apps uvei tkr Li Mew A.M., L•Ji:c bale oe .5 ,�,. sl}� ,T Lw I...0 4 -14 AAA Anadyr RerdBA FX AAA M9MI7 Ftssilkon 8 Rd FX SAW A CORRECTVERTICALDL OAADFr$488AS AODGLOFD ?4UMBFOR DOCRMD310ELREADODOORDLODM4 DEMIFYDEAD BOLT AND SPECIFY X. ACT. AND 1T 4YACT. limn* DOW ad.ael: DNA FJC 2/2257 J.J. 821.07 1WO7828tlO.00YDRIVE ADYOMIS FL 34275 P.O. sot /MO WIXOM, FL 34214 PGT i/GfbFj Better ELEVATIONS Tale ALUM. FRENCH DOOR & SIDE LITES, IMPACT � o I NTSI 3 d 10 11005.1 I B Robot L� P.E PE 039712 Nr""• Structural EXTERIOR MAX D INTERIOR MAX. DOOR HEIGHT Q Lra�Ll ,.489 DOOR SECT. A A VERTICAL All SL SECT. B-B VERTICAL INTERIOR MAX. SIDE LITE HEIGHT SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Florida Date e'er e lgg , ?oo7 NOM a7-04 10 Miami Dade Prodo t C..ttd D Dy .9 AAA lieriber AmodeA FJC FJC FC W14n7 1/1?101 6 Rosiokne A wd.dbit JJ. NO CHIME TIM T. BMW DOUBLE "MOW HEADE fllArCOMER ASEAffia 6/21107 1070 MONOLOG? ? tt!4, R.34275 P.O. BOX WO AUK0009 R.94T74 PEG" EXAMPLE ELEVAnONS Db ALUM. FRENCH DOOR & SIDE LITES, IMPACT wrote FDWI sue. e`.e 1/7X I 4 d10 IIIletix 11005.4 Ara B a MAX. 'X WIDTH DLO SECT. D-D WORM. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7 , 8 AND 9) MAX SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAXSLWIDTH -1 INTERIOR V EXTERIOR DLO SL SECT. F-F HORIZ. (SINGLE SIDE LITE) APProord eatoplybig able tba Florida Raab* Gift ROAN pillt Miami Dade Primitive mired IZIA_.4.1 1. (.44...k. Rood as Aso: tAp FJL ores Offedif Nola= All frIVANOE TH19 !MEAT. AAA FX BMW Reldear A AADWOR WW2 EL/WM SECITONEE118XELE EWE WWII I AEG% ILF balm Ito RR. /Ade 2122/07 etemdisy J..L Doke 6121/07 1070 TECHNOLOGY DRIVE mamma FL 3.1273 P.CL EfQX Xl9 NOKOIAX FL $ari V1si* VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT FDIOL Imams. loss 11005-1 I B fit/ I Robed L PE. PE 839T12 Blevaturol 1,2 ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 PGT# 943B 60411 1010 6Q300 7070 67070K 955 7955X 938 7938X 956 7956A 7832X12FPXP 995 70995 996 70998 952A 8533016 11000 611000M 1670 671670 11004A 811004M 11001A 411001A 11002A 411002A 11003A 411003A 915D 60380 1010 6Q300 6608 66808M 1140 78X112PSATS 1048 71048 41721N DESCRIPTION FRAME HEAD WSTP.,Q-LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8- 32X.500 PH. FL. MS -S.S. W/SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET ( BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X 2.750 X 0.650, 6081 -15 #8 X 1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 28 1118 710X34PFA #10 X .750 PH. FL SMS 27 7070 87070K BULB WEATHERSTRIP .187 X .300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 61RODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5116 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X .75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 87924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 41720 SLIDE BOLTASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWNG) 45 9849 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q -LON .190 X .200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #8 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 8R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADSOLT STRIKE PLATE 53 1118 710X34PFA #10X.750PHFLSMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710)Ci4PFA #10 X.750 PH FL. SMS DWG PGT4 DESCRIPTION 60 920D 6920D SIDEUTE HEADER 61 921D 6921 SIDELITE SILL 62 9168 60381 SIDELETE JAMB • 63 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 86 934A 61641M SIDELTTE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETflING BLOCK, 3132" X 1/4" X 1" W/PSA 71 71287K SETTING BLOCK, 1/16" X 1/2" X 1° W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 988 84988 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SIUCONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8' HS, .90 PVB, 3/16" HS 97 GLASS, 7/18" LAMI - 3/16° A, .90 PVB, 3/18" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16° HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK ill 360 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T8 2.760 -01 1.000 .650 22 TUBE MULL 6083 -T5 Approved as complying with the Florida 0 Cad. pat. c NOM b f4 *- miami Dad. P,od.a . ad Rearm) t Maker per FX tkor B NO MAMIE BB ft SEM Road* Daft Brddmc FX 834■17 A ADO B91 /080FAD BOLT AND 'EYAOBFEPADEL QIl.PTORB141. gr We dw4d0p are FJC 2x12/07 ,id 821107 MOTELS .O0YOR1VE MBOWA R.S4V5 P.4 1828 R M2T4 Pc-T VtdL{T Bette PARTS LIST DS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 00101 *oak 1/2x 6 + 10 Dabgeb. 11005-1 I tvg B • 1.750 4.628 4.000 cp DOOR PANEL 3Q TOP & BOTTOM RAIL 6083 -T5 4.100 .052 --► 1 1.272 �3.000� OFRAME HEAD 6063-T6 .050 .079 1 -1 1.489 J 1.479 J 3.000 -.1 11 OUTSWING THRESHOLD 6063 -76 1.750 4.728 4.100 DOOR PANEL SIDE RAIL 6083 -T5 44 1.500 .125�j1� L J I .750 TRUSS CLAMP 6083 -T5 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 -.558 .050 4.675 ODOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 318' GLAZING BEAD O 7116' GLAZING BEAD 6083 T5 72 8083 -T5 - 3.100_ 6.085 5.459 RA 60 SL HEAD 3 ER 808-T6 .075 1479 1 L .750 1 .075 4.588 5.212 61 SL SIU. 8083 -T8 3.000 20 1+1.480. TS DOOR FRAME, JAMB 6063 -T6 +1.578 - 1 .890 .050 3.000 62 SL JAMS 806T6 2.980 .050 0 SL JAMB 66 ADAPTER 6063 -T6 37 WEATHER STRIP CHANNEL 696345 2.125 32 HINGE 8083 T5 0.375 .125 AP9peld n eomptylag with Gm Florida BeaBog Cale Date o-.7 1k17407 NOA9 /o MIamiipDade Product 'Control i 1 By 141A el I • (*Id otet• R. I Aretse tbslaF Fx B NOCHANGE THOMMET O: Fx ItestAns A ADO 'DOOR'TOOB170A MA99SEDO11L P 7REMS30, 31,444581$ Arm OF LIB theriadOc Dew FJC ZZOV7 J.J. 62L07 1072TECHNOW0T0RIVE NOKWO$ R.9!210 P.O. KM 1529 NOKOAM FL $W4 Pc�T ��l r EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LEES, IMPACT ad amAa aam m.e rbeoati F0101 Mir 7 O 10 11005 -1 67 7 rt L Clark, P. . PE 039712 Structural • rt HEAD ZONE °C'l SIEL ZONE 'V SEE TABLE 3„ SHT. 9 HEAD HEAD 1-2 �ZONE'F' Z • 1 JAMB ZONE °A' HEAD ZONE —1—ZONE I { TABLE 4., SHT. 9 m 0 a 0 JAMB ZONE j OXO z SILL ZONE °D" ZONE D' SEE N HEAD l I ZONE "E' I ZONE "D'�ZON s z 0 SLL N m a � <XOOR OX EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19' x 83 314° SIDE UTES 'B" AND °E" ZONE ANCHORS FROM • TABLE 7, SHEET 9. O • PLUS; Q ZONE'D " ZONE E_4 SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 HEAD HEAD HEAD 1—ZONEDD "ZONE —1—ZO5i 1—ZONE �ZONE DF'—t—ZOHN —iZO�NE t JAMB ZONE A ,/ OR \` OXX in 1 JAMB ZONE W <XXO . \ , , , / , SILL SILL SILL SILL ILL 1-ZE-1--- SILL ZONE -1 SILL �— SILL —1—ZONE } -ZONE SILL .4_ SILL ZONE-1 E. ZONE "F• °E" ZONED" ZONE "P ZONE'F' ZONE "F SEE TABLE 7.. SHT. 9 SEE TABLE 7.. SHT. 9 'E" SEE TABLE 7.. SHT. 9 iX in s x .. .. in if .71 �/ ,OXXO ,1 X \` ` ,r A t a - JAMB ZONE "B" — M -, x \ / , x x xx , V v , B. 71 3/4" x 83 3/4' )0( DOOR ZONE "P ANCHORS FROM TABLE 4, SHEET 9, EACH °F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 314'H UNIT, NOTES: 71 3/4'W10c DOOR WITH 19'W SIDE UTES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4° ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 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/ 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: 8" 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. Brad Vela Approved ss the Florida acr° gaoo7 NOM o7 _p' Z9./4 Miami Dade Product Control s'aal 1. Lt, Brea* Fz Oar 818117 Reede7. Mee Mail= FJC 8/6497 A NO CMANDETHI &SET. COME BO' 'DX' ANCHOR ZONE FR17Yt"Met ADD M99WR7 FES TO SOLUTION. taomex ore a•a.ee, tat FJC 22'A17 J.J. 821107 1m8 TECHNOLOGY OWE NOICOMIS, FL 34275 P.O. BMC1678 770Rt2N5, FL 342.74 ANCHORAGE CONFIGURATIONS Dolt wady Berner s a.teAa FDN81 ALUM. FRENCH DOOR & SIDELITES, IMPACT Ca,ir tE! NISI 8 010 Elefteb. 11005.1 I B aw /IA L aad6 P.E. PEMI9712 Structural • TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C.0 Z3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, B. C. D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A. 6, C, 0 2,3, WOOD 1,2, CONC TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B. C. D 2,3, WOW 1 Z CONC DOOR WIDTHS - 25.50 TO 37.50 LOAD BONES WID11H x Hg: 4 " J dQ DOOR W177H3 "CC - 47.75 TO 71.75 LOAD ZONES WIDTH x HT. 26.50 x 79.75 83.75 87.75 91.76 95.75 27.50 x 79.751 83.75 87.7. 91.75 95.75 29.60 x 79.76 83.76 87.75 9175 95.76 31.50 x 79. • 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.7" 35.50 x 79.75 83.76 87.75 91.75 95.75 37.50 x 79.75 83.75 87.76 91.76 95.75 2 2 2 2 2 2 2 2 2 2 2 2 2 7 7 7 7 7 7 7 7 7 7 4 4 4 4 4 4 4 4 4 4 2 3 2 3 2 2 2 2 2 2 2 3 3 3 3 3 3 5 2 6 8 4 2 3 8 4 2 3 8 4 2 5 2 8 4 2 5 2 8 4 2 5 2 8 4 2 3 2 8 4 2 6 2 8 4 2 5 2 8 4 2 5 2 10 4 2 5 3 8 4 3 3 3 8 4 3 6 3 8 4 3 5 3 10 4 3 6 3 10 4 3 6 3 8 4 3 6 3 8 4 3 6 3 8 4 3 6 3 10 4 3 5 7 3 3 3 3 3 3 10 8 8 10 10 10 4 3 5 4 3 5 4 3 5 4 3 6 4 3 5 4 3 5 47.75 x 79.76 83.75 87.76 91.75 95.75 51.75 x79.76 83.75 87.75 91.75 95.75 65.76 x 79.76 83.75 87.75 91.75 96.75 59.75 x 79.75 83.75 87.75 81.76 95.75 83.75 x 79.76 83.75 87.75 91.75 95.75 67.75 x 79.75 83.76 87.76 91.75 95.76 71.75 x 79.76 83.75 87.76 6 91.75 7 95.76 7 4 3 8 4 2 3 WORM 'O° - 10.75 TO 35.7. W1D1H x Ht: 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7'4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 8 4 7 '4 3� 6 6 4 8 4 3 5 5 6 8 4 2 3 6 5 8 4 2 3 6 5 6 4 3 6 6 5 8 4 3 6 6 5 8 4 3 5 6 5 8 4 2 3 8 5 8 4 3 6 6 6 8 4 3 6 8 5 6 4 3 5 7 6 10 4 3 5 8 5 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 8 10 4 3 5 7 6 10 4 3 6 6 5 8 4 3 8 6 9 4 3( 5 5 9 4 3 6 10 4 3 6 10 4 3 61 6 5 10.76 x 79. 83.75 87. 91.75 96.75I 12.75 x 79.7. 83.76 87. 42 91.75 95.•4 19.00 x 79. - 83.75 87.7541 91.75 95. " 21.75 x 79.75 83. •" 87.75 91.75 95.75 27.75 x 79.75 83.. 87.75 91.7" 95.75 38.13 x 79. • 83.78 87.75 91.76 95.7. 36.75 x 79.75 8 3 4 3 83.76 6 3 4 3 87.76 7 3 4 3 91.76 7 3 4 3 95.75 7 3 4 3 WAD ZONES 6,6 6 6 4 1 4 1 DOOR Wtl1FS - 25.50 TO 37.50 LOAD ZONES SIDE LITE W67IH x HC 10.75 x 79.75 83.76 87.75 91.75 9575 12.75 x 79.7g 83.75 87.76 91.75 95.75 0 4 4 4 4 4 4 4 4 4 4 0 2 2 2 2 2 21 2 2 2 2 19.00 x 79.75 83.75 87.75 91.75 95.76 4 4 4 4 4 3 3 3 3 3 21.75 x 79.75 83.75 87.76 91.76 95.75 4 4 4 5 5 3 3 3 3 3 27.75 x 79.75 83.75 87.76 91.75 95.76 5 5 8 8 8 3 3 3 3 3 38.13 x 79.75 83.75 87.75 91.75 9576 6 6 7 7 7 4 4 5 5 5 35.75 x 79.75 83.75 87.75 91.76 95.75 8 6 7 7 7 4 4 5 5 6 X O O 4 2 • 4 2 4 2 4 2 4 2 2 4 2 i 4 2 J 4 2 4 2 ▪ 4 2 4 2 m 4 2 4 2 42, 4 2 4 2 2 4 2 4 2 w 4 2 g 4 2 o 4 2 a • 4 2 • 4 3 4 3 C 4 3 5 ▪ 4 3 C 4 3 0 4 3 4 3 mM 4 3 m4 3 4 3 3 4 3 x x s $ X 0 z 4 ed rc m TABLE 7. OXO, XXO, OXX & OXXO 10.76 x 79.76 4 83.75 4 87.75 4 91.7• 4 95.75 4 12.75 x79.7• 4 83.7 " 4 87.7•" 4 91.7 • 4 95.7 •" 4 19.00 x 79.75 4 83. • 4 87.7 4 91.7 4 95.7• 4 21.75 x 79.75 4 83.75 4 87.75 4 91.7 5 95. • 5 27.76 x 79.75 5 83.7 • 5 87. • 5 91. • 8 95.75 6 36.13 x 79.76 8 83.76 8 87.7• 7 91.7• 7 95.7• 7 38.75 x 79.7• 6 83.7 6 87.7 • 7 91. • 7 95. 7 5 a EACH ZONE OF APP 2 vi m a a O 0 ix 1,2, CONC Ex O 0 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 422 4,2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3, 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 m 0 0 m z x 2 O e4 F 2 O O 0 APPROVED ANCHOR TYPES: 1. 1I4e ELCO TAPCONS 2. u4• ELCO 334 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as rnmpylux with the Bate 64.7 I 2757 none 7-AG>F• to Mewl Dade Product Caning 11111v , By V441 I,' -L4k.L FJC Pala% FJC F/C MBN7 trac 2/27107 8 MOCK4AVE/HtBSHEIZE AODALD83ElWTA8LE6TO1A1x.E4.'D'. 014N6ETABIE . *EADZOPE A 5'7017'AMDCOLNOVREMEAVE ADD TS'TOAIC ORTYPEZ Meisel* adz 80'1197 1WOTEONOLOOrDRIVE na4H.3 78 P.O. NQX!QH FL 3Q74 Vtdbly Bemr ANCHOR QUANTITY LOAD ZONE TABLES ,we ALUM. FRENCH DOOR & SIDELITES, IMPACT INA I 8 a1 10 lae,aa 11005 -1 Zl� L Clark, P£ 039712 Structural 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/8" 1/4° MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Ext 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 114" MAX. SHIM I El I 1.1■NnIr11111■11illill• 1 1/4' TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4' TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK NOTE 2 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1314" • I 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 114" MAX. SHIM CONC. ANCHOR, NOTE 1 • 3/4" MIN. E.D. DOOR JAMB (WOOD) ir • .47T •• 3/4" MIN. E.D. • 1.51(81 MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT 1/4° MAX. SHIM wr MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 [WV MAX. 1 3/8" TYPE 1 k: 1 3/4" TYPE 2 P. 2X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 114" MAX SHIM CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, EXT. NOTE 1 —..1 1/4" MAX SHIM 1 3/8" TYPE 1 (CONC) 1 VC TYPE 1 OR 2 (CMU) T 1 3/4" TYPE 2 (CONC) 13/4" , MIN. E.D. . 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4x MIN. E.D. 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (CONC) J 1 3/4" I EDr— 34 KS1 MIN. CONC. t 2X WOOD BUCK, NOTE 21 DOOR SILL (CONC) SIDE LITE SILL (WOOD) CONC. ANCHOR, NOTE 1 L) to 3.4 KSI MIN. CONC. 1/4" MAX. SHIM 1 3/8* TYPE 1 3/4* TYPE 2 MIN. ED. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' TAPCONS EMBEDDED 1 3/8' MIN. (TYPE 1) OR 1(4" SS4 CRETE-FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4' SS4 CRETE-FLEX ANCHORS EMBEDDED 1318" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD 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 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. Appiond as ClIpIpt. :an watt Florida Redding Code Date •9 ci" It. ZPD NOM ,.7O291c Wand Dade Prodnet Control ilrrg Aroden Arad HA FJC 0/15,07 Plabbde a NOIMAIIGE THIS MEET. Rand an FJC Ade SHIRO lirslArsc A spaa TYPE / 4121318182 ONCOMOETNLA 7YPE 2180N WOOD DETAILS. ACM ANCHOR M0;701101E1. FJC Dale 2/22/07 OtoraidOa J.J. Ode 621/07 1070 TECHNOLOGY DRIVE PICIPIANS, FL 34278 P.O. OW 1529 NOKOM18, FL 342•4 PAGT ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE WES, IMPACT Beira.* FIMOI TAITS • 0 17. lOrafttlo. 11005-1 r8 L. CD*, P.E PE P39712 SVUOboal