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WS-16-2897 Ito - 3Z831 W616- Cil o tl�lll 4 e, 7,e fv h � r �,t.�f'�-°r'�y. '�u£�� ,_q-ii +�`v.�-'d e "Fm5"�,`#1� � a; v: iaf�'�•'� ��+""�i.j v�"'�.. �-�� ..�` :vs, x�� s. 9 Aialftl �S/WtV USPOSTAGE sY 10050 N.E.2..c AVENUE ®6.461 ip F L O R 1 D A 4N 33138 Fira4-Class Mailed From 33138 7015 1660 0000 4361 974 11L2 061803107 �➢X Bradley Herron ti 425 NE 93 ST \ 500\ Miami.A ,,,, -ss s tie J.UNCLAIMED 9 N TO SENDER if N AR; F TO P AR W AR.n SCe 333.382352ss- *3.666--03.794—ZS-42 '$$ '1��$l��j►$el>►$��111$ 119i$9�� 1�t�$1�$� $14B116{I�I�see►;$ J �1 OFFICE COPY Permit Holder r��"`� � Gi � .S Permit#(J —/a -/G — Zae97 F.B.0 Violation �*4.. Address Date ! l' By Building Official Miami Shores Village '�tt a , i ers �a 10050 N.E.2nd Avenue NElul� � oor ' "'• Miami Shores,FL 33138-0000 �* 41OVED Phone: (305)795-2204 �ORIDII' &, sueDate:10/=1AS Expiration: 04/26/2017 Project Address Parcel Number Applicant 425 NE 93 Street 1132060140380 Miami Shores, FL 33138- Block: Lot: BRADLEY J.&MARISA HERROP Owner Information Address Phone Cell BRADLEY J.&MARISA HERRON 425 NE 93 Street (310)435-6068 MIAMI SHORES FL 33138- 425 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 15,180.00 Valuation: TRITON WINDOW DISTRIBUTORS IN( (305)716-4900 _.__----.._._. Total Sq Feet: 340 Type of Work:IMPACT WINDOW(11)AND DOOR(2)REP Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 Invoice# WS-10-16-61775 DBPR Fee $3.45 10/28/2016 Credit Card $224.50 $50.00 DCA Fee $3.45 Education Surcharge $3.20 10/2512016 Credit Card $50.00 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $12.80 Total: $274.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing infofmaf is a ate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the ab e- ed tr or to do the work stated. October 28, 2016 Authorized Signature:Owner / Applicant / tvrifractor / Agent Date Building Department Copy October 28,2016 1 d � Miami Shores Village RECEIVED Buildin Department OCT 2 5 2016 g p �Q� o � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20( L� BUILDING Permit No. II ll rr G PERMIT APPLICATION Master Permit No.W�2� I� Permit Type: BUILDING ROOFING JOB ADDRESS: qa5 ME 9"�s� City: Miami ShoresPPCounty: Miami Dade zip: v�� 3 J g Folio/Parcel#: < ("39C6 - 01q" L-)V© Is the Building Historically Designated: Yes NO Flood Zone: // / OWNER:Name(Fee Simple Titleholder): Q j 1J Phone#: R/D V 3 5- to D 6 9 Address: '^ —[p S� q�zk City: 1-\Qmi �Cx'QS State: Zip: Tenant/Lessee Name: Phone#: Email: - 3-0.5791-71196 CONTRACTOR: Company Name: Tr%'-CJQ LQ%(lC,1C3�-, �J�S Y�1�U�C� Phone#: ' 7 �P Address: 'M'� &)� JH -T2Y' City:_Dff CG n State: EL Zip: Qualifier Name: w J�� 1 cf® A co-Aa Phone#: State Certification or Registration#: SCG l bl 151 N S Certificate of Competency#: Contact Phone#: 31-11 U- 0 Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ I so Square/Linear Footage of Work: 'S jo Type of Work: ❑Addition HAAlteration ❑New ❑Repair/Replace ❑Demolition Description of Work: 10 PAez 'bjjQ' _( it ) qty '1. Q i n Co T Color thru tile: O Submittal Fee$ ' Permit Fee$ 223® CCF,$ •�� CO/CC$ Scanning Fee$ Radon Fee$ 3 • DBPR$ 3 ' S Bond$ Notary$ Training/Education Fee$_3 , Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �� . 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 inspe tion which occurs seven (7) er t to u 'tg permit is issued. n the absence of such posted notice, the inspection will no be ap r ed and a rein. coon fee will be charged. _.. XSignatur gnature O n�®r _r� Contractor The foregoing instrument was acknowled a before me this oC� The foregoing'idstrument was acknowledged before me this day of ,20 IL"by a I day of ,20 L'(,by A3Ag9JA`1-� 1 who is personally known to me or who has produced who is�Iyknowna or who has produced As identification and who did take an oath. ication and who did take an oath. NOTAR P NOTARY P ��tp RENE HERNANDEZ N ary Public-State of Florida ••= Commission#FF 996568 SignAG. Sign: �;� y Comm.Expires Jun 13,2020 g ti ary Assn Print: ID 9�4 Notary PUb11C-SSta Print: 'omm ss onMy Com ' sion Expirss;��F da; My Comm.ExpirMy Commission Ex res: Banded through Nati r t APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Property Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPER! Y APPRAISER p Summary Report Generated On:9/26/2016 Property Information "E Folio: 11-3206-014-0380 Property Address: 425 NE 93 ST r: Miami Shores,FL 33138-2841 Owner JUDITH SHIFRIN Mailing Address 425 NE 93 ST MIAMI SHORES,FL 33138-2841 Primary Zone 1100 SGL FAMILY-2301-2500 SQ E",F 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds I Baths 1 Half 2/1/1 3 Floors 1 Living Units 1 Actual Area 2,702 Sq.Ft Living Area 1,625 Sq.Ft Adjusted Area 2,042 Sq.Ft Taxable Value Information Lot Size 9,600 Sq.Ft 2016 2015 2014 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $90,8521 $89,8731 $88,763 Land Value $240,217 $230,397 $201,692 School Board Building Value $146,466 $146,738 $143,207 Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value $115,852 $114,873 $113,763 City Market Value $386,683 $3773135 $344,899 Assessed Value $140,852 $139,873 $138,763 Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,852 $89,873 $88,763 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $245,831 $237,262 $206,136 1 Taxable Value $90,852 $89,873 $88,763 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 11/01/1994 $126,000 16597-3803 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 10/01/1987 $79,500 13467-0655 Sales which are qualified School Board,City,Regional). 10/01/1977 $57,500 09827-1940 Sales which are qualified Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 15&E1/2OF LOT 14 BLK 51 LOT SIZE 75.000 X 128 OR 16597-3803 1194 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.govfinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/26/2016 Miami-Dade Official Records - Print Document Page 1 of 3 CFN:20160560759 BOOK 30244 PAGE 1227 DATE:09/26/2016 02:00:50 PM DEED DOC 3,090.00 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY Prepared by and return to: Laura Bourne Burkhalter,Esq. Laura Bourne Burkhalter,P.A. 201 N.E.95th Street Miami Shores,FL 33138 305-757-3307 Folio No.: 11-3206-014-0380 __rSpace Above This Line For Recording Data) Warranty Deed This Warranty Deed made this 23rd day of September, 2016, between JUDITH SHIFRIN, an unmarried woman,whose post office address is 2040 N.W. 74th Avenue,Pembroke Pines,FL 33024, grantor,and BRADLEY J.HERRON and MARISA HERRON,his wife,whose post office address is 4250 Biscayne Blvd.,Unit 1505,Miami,FL 33137,grantees: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations,trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantees, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantees, and grantees'heirs and assigns forever,the following described land,situate,lying and being in Miami-Dade County,Florida to-wit: Lot 15 and the East 1/2 of Lot 14, Block 51, MIAMI SHORES SECTION NO. 2, according to the plat thereof as recorded in Plat Book 10,Page(s)37,Public Records of Miami-Dade County,Florida. Property Address: 425 N.E.93rd Street,Miami Shores,FL 33138 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantees that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31,2015. DoubleTimee' https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=YaoUfOzxr... 10/25/2016 Miami-Dade Official Records - Print Document Page 2 of 3 CFN:20160560759 BOOK 30244 PAGE 1228 I In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. Signed,sealed and delivered in the presence of Witness: JUDITH SHIFRIN 2040 N.W.74th Avenue Pembroke Pines,FL 33024 Witn STATE OF FLORIDA ) )SS: COUNTY OF BROWARD ) I HEREBY CERTIFY,that on the aforementioned day,before me,an officer duly authorized in the State aforesaid in the County aforesaid to take acknowledgements, personally appeared JUDITH SHIFRIN, an unmarried woman, who is personally known to me, or has produced r2 1) Z as identification to be the person described in and who executed the foregoing instrument and she acknowledged before me that she executed the same and did take an oath. WITNESS my hand and official seal in the aforesaid County and State thisday of September,2016. My Commission Expires: NOTARY PUBLIC 9TATE OF FLORID T L RGE Name: Cecilia L.Swift CECO L SWIFT * *MY COMMISSIMI A FF 177025 EXPIRES:Mawh 13,2019 �ROP0e 8nWTWUStggelNcUrySer*a Warranty Deed-Page 2 DoubleTlmeP https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=YaoUfOzxr... 10/25/2016 i OREMiVillage ami hores ` ' , Building Department it 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �OR1UA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Aw ;r Ac x A �_C>A-D Qualifier er Signature Date Print Name Miami shoresVillage 5CRFs Building Department :ills , 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 p' Fax: (305) 756.8972 �ZOAID Inspection requirements for: Windows, Doors, Skylijzhts or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection, prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge'-distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). 4Ackri,ow edge Qualifier er Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 STOP WORK ORDER DATE: November 28,2016 TO:Alejandro Acosta Triton Windows Distributers. 8888 NW 24th Terr. Doral, Florida 33172 RE:WS-10-16-2897 Bradley Herron 425 NE 931d.St. Miami, Florida 33138 FOLIO: 11-3206-014-0380 YOU ARE HEREBY NOTIFIED that an inspection of the above premises revealed that you have violated the provisions of the Florida Building Code which have been adopted as the uniform building code for Miami Shores Village, Florida or provisions of the Code of Miami-Dade County. The building official has found work regulated by this code being performed in a manner contrary to the provisions of this code that are dangerous or unsafe. Thereby the building official has issue a stop work order for your project. Type of Violation: Failure to pass required building inspections and performing work beyond the point indicated in by the Building Official on the rejection comments dated November 1, 2016 without first obtaining the approval of the building official. Chapter: 1, Section 110.1, Section 110.3.12 and section 110.6 of the 511 Edition, 2014 Florida Building Code. To wit: [A] 110.1 General. Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. It shall be the ' • F1 - _ CID F F C�- .p Certified Mail Fee m $ Extra Services&Feescheck ( box,add ree as appropriate) O ❑Return Receipt(hardcopy) $ E:3 ORetum Receipt(electronic) $ Postmark C3 ❑Certified Mail Restricted Delivery $ Here 0 ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ O Postage ..0 Total Pbstage and Fees u7 Sent To a jM lie -r r®1) ---•--•- -------- N S7reet ndlt No., r 6 - �Ry to Z%P -� ------------------------------------- A 'rr r rr rrr r © . r� o- r - � �, ,� iF_x f Ys • •A Certified Mail Fee ' M $ Extra Services&Fees(checkbox,add lee as Q QRetum Receipt(hardcopy) $ appropriate) 0 ❑Return Receipt(electronic) $ Q ❑Certified Mail Restricted Delivery $- Q []Adult Signature Requite Postmark L?Aduk signature R $ Here O Postage eat seri Deihrery$= Jn � $ Total Postage and Fess IS rlSent :rr r r r rrr r duty of the permit applicant to cause the work to remain accessible and exposed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. 110.3.12 Impact-resistant coverings or systems.Where impact-resistant coverings or systems are installed to meet requirements of this code,the building official shall schedule adequate inspections of impact-resistant coverings or systems to determine the following: 1. The system indicated on the plans was installed. 2. The system is installed in accordance with the manufacturer's installation instructions and the product approval. [A] 110.6 Approval required. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official.The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. REQUIREMENTS FOR CORRECTION. 1. Remove all work performed without authorization and approved inspection by the Building Official up to the point of the first required inspection. 2. Request inspections as required under section 110.3 of the 2014 Florida Building Code and as specified on the permit card issued for the project. Therefore, you are hereby directed that on or before Tuesday, December 13, 2016 you are to correct said VIOLATION and NOTIFY THE UNDERSIGNED BUILDING INSPECTOR that the VIOLATION has been corrected. Failure to make the correction(s)will result in one or more of the following actions: Disconnect utilities services, initiation of an unsafe structures case requiring demolition of the structure. Also,failure to comply with this notice may result in the department withholding issuance of other permits to you, referral of this matter to the appropriate licensing board or the filing of a lien against your property in the amount of any unpaid ticketing fines. In accordance with the provisions of Section 8-17 of the Code of Miami- Dade County, you are also responsible for the reasonable costs and expenses incurred by the Building Official in enforcing the provisions of the Building Code. In the event further clarification or assistance is required, please contact Ismael Naranjo, B.0 at (305) 795-2204 between the hours of 8:30 A.M. and 5:00 PM. Except in the case of life-safety hazards, you may be granted upon request an extension of time up to 90 days to correct the violation provided your request is submitted prior to the expiration of this Notice of Violation and enforcement costs incurred by the department to date are paid in full. To request an extension, please contact the Building Department by telephone at (305) 795-2207 or by e-mail to naranioi@miamishoresvillage.com. Thank yo ur cooperation in this matter. Ismael Naranjo, B.O, CFM Building Director. Mail Date Mailed: By: Return Receipt Number: CC: Bradley Herron 425 NE 93,d St. Miami Shores, Florida, 33138 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270369 P mitNumber: WS-10-16-2897 Scheduled Inspection Date: November 23,2016 Perm : Wlndo ers Inspector: Naranjo, Ismael Inspection Type: Window Door Attachment Owner: HERRON, BRADLEY J.&MARISA Work Classification: Window/Door Replacement Job Address:425 NE 93 Street Miami Shores, FL 33138- Phone Number (310)435-6068 Parcel Number 1132060140380 Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS INC Phone: (305)716-4900 Building Department Comments IMPACT WINDOW(11)AND DOOR(2) REPLACEMENT. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP-270251. CREATED AS REINSPECTION FOR INSP-269718. 11-2-16 Failed ❑ no plans, no permit. 230pm. Correction � Z — /'' Needed G Z� Re-Inspection ❑ / Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 22,2016 For Inspections please call: (305)762-4949 Page 13 of 32 Miami Shores Building Department Product Approval Schedule/ Comparison Chart Address: 425 Northeast 93 Street Permit No. Description of window or Door Product Acceptance Product Approval Opening Design Opening ID or mullion Number Design Pressure Pressure Rough Opening Size Shutter Required Mullion Required Impact (+)PSF (-)PSF (+)PSF (-)PSF Yes/No Yes/No Yes/No 1 1FL Horizontal Sliding Window 16-0714.13 53.20 56.20 40.10 53.60 94"x 63" No No Yes 2 1FL French Door 16-0629.16 70.00 80.00 40.10 53.60 37"x 84 1/2" No No Yes 3 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 111"x 63" No No Yes 4 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 111"x 63" No No Yes 5 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 74"x 38 3/8" No No Yes 6 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 74"x 50 5/8" No No Yes 7 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 37"x 38 3/8" No No Yes 8 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 74"x 50 5/8" No No Yes 9 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 74"x 38 3/8" No No Yes 10 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 53 1/8"x 50 5/8" No No Yes 11 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 74"x 50 5/8" No No Yes 12 1FL French Door 16-0629.17 75.00 75.00 40.10 53.60 37"x 84 1/2" No No Yes 13 1FL Horizontal Sliding Window 16-0714.13 75.00 75.00 40.10 53.60 53 1/8"x 38 3/8" No No Yes ( PROJECT ADDRESS WINDOW/DOOR Brad Herron SCHEDULE 425 Northeast 93 Street Miami Shores,Florida 33138 PROJECT DP ID QTY SIZE LOCATION GLASS TINT GRIDS CONFIG OTHER BRAND SERIES STYLE NOA + _ 1 1 94"x63' 1-Living Room Impact Resistant 5716"AN/AN Clear Full Maw XOX PGT WG710 HR 160714.13 40.10 53.60 2 1 37"x 84 1/7 2-Front Entrance Impact Resistant 7/16"AN/HS Gray/Whtlnir Full Yew X Satin Hardware PGT WG750 FD 160629.18 40.10 53.60 3 1 111'x63' 3-Family Room Impact Resistant 7/16"AN/AN Clear Full View XOX PGT WG710 HR 16-0714.13 40.10 53.60 4 1 111'x 63' 4-Family Room Impact Resistant 7/16"AN/AN Clear Full View XOX PGT WG710 HR 16-0714.13 40.10 53.60 5 1 74"x 38 3/8" 5-Bedroom 1 Impact Resistant 5/16"AN/AN Clear Full View XO PGT WG710 HR 160714.13 40.10 53.60 6 1 74"x 50 5/8" 6-Bedroom 1 Impact Resistant 5116"AN/AN Clear Full View XO PGT WG710 HR 160714.13 40.10 53.60 7 1 37"x 38 31W 7-Bathroom Impact Resistant 5716"AN/AN Clear/Whtlnlr Full View XO PGT WG710 HR 160714.13 40.10 53.60 8 1 74"x 50 5/6" 8-Bedroom 2 Impact Resistant 5/16"AN/AN Clear Full View XO PGT WG710 HR 160714.13 40.10 53.60 9 1 74"x 38 3B" 9-Bedroom 2 Impact Resistant 5/16'ANIAN Clear Full Yew XO PGT WG710 HR 160714.13 40.10 53.60 10 1 53 1/6"x 50 5/8" 10-Bedroom 3 Impad Resistant 5/16"AN/AN Clear Full View XO PGT WG710 HR 16-0714.13 40.10 53.60 11 1 74"x 50 518" 11-Dining Room impact Resistant 5116"AWAN Clear Full View XO PGT WG710 HR 16-0714.13 40.10 53.60 12 1 33 114"x83 12" 12-Kitchen Impact Resistant 318"AN/HS Clear Full View X PGT WG101 FD 160629.17 40.10 53.60 13 1 63 1/8"x 38 3/8" 13-Kitchen Impact Resistant 5/16'AN/AN Clear Full View XO PGT WG710 HR 16-0714.13 40.10 53.60 13 All sizes,locations and NONs are provided by Triton Window Distributors.Design presures are provided by engineer listed on plans. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • •• • • •• • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 TOP VIEW HR HR 10- 9 _ s BEDROOM 3 BEDROOM 2 8 HR FD HR X HR 7 HR 7�j S 13 12 11 BATHROOM `"' �/ KITCHEN DINING,ROOM BEDROOM 1 6 HR�y`�S 5 � / HR LIVING FOYER FAMILY 4 HR ROOM ROOM 1 2 3 HR FRONT HR DOOR •• ••• •G44RArRE • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• CUSTOMER INFORMATION .. . . 0.. .• . . . . . . . . . . . .. •• .• ••• • • • Brad Herron 425 Northeast 93 Street Miami Shores,Florida 33138 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRONT EGRESS LIVING ROOM FRONT ENTRANCE FAMILY ROOM FAMILY ROOM BEDROOM 1 1 Z 3 4 5 ji7m. 51 TYPE: TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Horizontal Sliding Window French Door Horizontal Sliding Window Horizontal Sliding Window Horizontal Sliding Window SIZE: ••a ••i i i •••SIZE:: .0* SIZE: SIZE: SIZE: 94"X 63"• • •• • •374 x i4'W 111"X63" 11 1"X 63" 74"X 38 3/8" 5/16"AWAIO• •0 0 0 07136•tN/H8• 7/16"AN/AN 7116"AWAN 5/16"AWAN •• ••• •• • • • •• NOA: NOA: NOA: NIDA: NOA: 16-0714.13 16-0629.16 16-0714.13 16-0714.13 16-0714.13 • ••• • ••• • ••• • • • • • • • • •• • • •• • • • • • • •• • • • • • •• 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIDE (RIGHT EGRESS EGRESS BEDROOMI BATHROOM BEDROOM 6 s;r,• 7 8 �i y f , i i i TYPE: TYPE: TYPE: ••Aiuminur•Impact• • • •• Aluminum Impact Aluminum Impact 0 Horiz:ntA�IC1ina V$i:14-: : Horizontal Sliding Window Horizontal Sliding Window • •• • • • • ••• • •••S4: ••i ••• i ••• SIZE: SIZE: 74"X 50 5/8" 37"X 38 3/8" 74"X 50 518" 5116"AN/AN 5/16"AN/AN 5/16"AN/AN ••• 0 110 ••• ••* •• • •:• NOA: NOA: ••• 6-0714.93 • 0 0 • 16-0714.13 16-0714.13 • • • •• • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BACK " EGRESS EGRESS BEDROOM 2 BEDROOM 3 DINING ROOM KITCHEN KITCHEN 9 10 11 12 13 Y, Is I I TYPE: TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Horizontal Sliding Window Horizontal Sliding Window Horizontal Roller French Door Horizontal Sliding Window •• ••• • • s • SIZE: • • • • • • •• • SIZE: SIZE: SIZE: 74"X 38 3/8" • • •• ft�` 5/&, 74"X 50 5/8" 33 Y."x 83'Y.' 53 1/8"X 38 3/8" 5/16"AN/AN •• •i i i C16i AMA •• 5/16"ANIAN 3/8"AN/HS 5/16"AN/AN •• ••• •• • • • •• NOA: NOA: NOA: NOA: NOA: 16-0714.13 16-0714.13 16-0714.13 16-0629.17 16-0714.13 • ••• • ••• • ••• • • • • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• •• f z O u W w Y+ J z %0=000o W o ry a_ . ...... z . . ...... .... ...... .... . .. ..... ...... . ... ..... .. .. .. . ...... Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 28260-2118 Date Requested: 9/26/2016 10:38:18 AM Client: Alejandro Acosta Mailing Address: Alejandro Acosta Triton Window Distributors Triton Window Distributors 8888 Northwest 24 Terrace 8888 Northwest 24 Terrace Doral, FL 33172 Doral, FL 33172 Project Address: 425 Northeast 93 Street Job Name: Herron Residence Miami Shores FL 33138 Wind Load Analysis for components and cladding with Project Information i impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures (PSF) Exposure Category C Trib.Area(ft Z) Zone 4 Zone 5 Roof Type Sloped 10 +40.1 -43.5 1 +40.1 Mean Roof Height 15.00 ft ZONE 4C= da1DSi OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 ft ZONE 5C=3 HEIGHT-H-FOR SLOPED ROOF IS THE MEAN Least Horizontal Dimension N/A ROOF HEIGHT H General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 0.85 Velocity Pressure Coefficient(Kz) 0.85 d • • ' '= •..•.• Topographical Factor(Kzt) 1.00 "• • �• Valid'eAVOith Engfhletr;Seal Velocity Pressure(Qh) 56.6 psf 000006 • • 0000•• Velocity Pressure(Qz) 56.6 psf •0 0 0 0. : •••a • • • > •• 0000• Gcp Zone 4 +1.00,-1.10 ••+►••• • ••• ••�••� Gcp Zone 5 +1.00,-1.40 s• s• •• t••••• • • • • • • .. 0000•9 c •.. •.000. Notes: • • • • : 0000•• • •••* • • Based on data provided by the client. Ultimate wind speed `•00 used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. SEP 2 6 2016 ©2016, Copyright AI-Farooq Corporation CAN (EB)#3538 9/26/2016 1 t M IAM 1-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidadogov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to 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. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"M-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn 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 Section. ARSSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo= city= state, model/series, and following statement: "Miami-Dade County Product Control Appr ovel", unlegs utlserwise....•• noted herein. • .. 0000 RENEWAL of this NOA shall be considered after a renewal application has beerrfikx�and theo"kas been••••0• no change in the applicable building code negatively affecting the performance of thss P;dduct. 6 :0060: TERMINATION of this NOA will occur after the expiration date or if there has br; � revisicm e;ihange,..0.0 in the materials, use, and/or manufacture of the product or process.Misuse of this NQ4 gs an egd=wnent 0 0:% of any product, for sales, advertising or any other purposes shall automatically terraidate Ibis NUA0 Failure.0 0 0 6. to comply with any section of this NOA shall be cause for termination and removal oiNG.A,. •• 0 0 0 0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dada CoAnty, IlosAr and 0 0 0 0• followed by the expiration date may be displayed in advertising literature. If an;portion of the NOA is •••• displayed,then it shall be done in its entirety. 00 • 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 jab site at the request of the Building Official. This NOA revises NOA#15-0519.09 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ` NOA No.16-0714.13 M(AMFD c uH Expiration Date: December 21,2021 Approval Date: September 01,2016 fe)212) Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding-glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer'NXTrm spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega,P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330, dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 0 7-081S.09) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TA5 20Z-94 3)Water Resistance Test,per FBC,TAS 202-94 :00000 00000• ..4)Large Missile Impact Test per FBC,TAS 201.94 sees** • 5)Cyclic Wind Pressure Loading per FBC,TA8•2@3.94 •••• •"•" 6)Forced Entry Test,per FBC 2411.3.2.1,TAS=-N 0 0 0• •••• along with marked-up drawings and installation diagram of an�£NDIumii1%0• 0 0 0 0 horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test 0.0.0 Report No. FTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespa4 ••••:- P.E. ...... (Submitted under NOA No.06-0405 06) •••••• . . •••••• Manuel Per E. Product Control EkRp&er NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNrnvum) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5f6 Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company SMA) for their"Saflex Clear and Color Glass Interlayers"dated 06119/x.4,expWgbh ....•. 05/21/16. ' ' • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America;4ttc. fc r-thew 6•••'6 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, E!t!t fg on 12/11/16. :•••9 . ....• . ... ..... 90.00• 0 •9• 60.00 • • •• •• •• • •0a00 0 • • • • • • • • • ••6.99 • • • •00000 • 6• • 0 0099 • • 00 0 Nmv ManuelZa z, Product Control E amin NOA No.16- .13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 0 7-081S.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Rolling Window- L.M.I., approved on 07/09/15 and expiring on 12/21/21. 9•+8•• • • • 9999+• •• • 9999 • • • • ••1994 9498 9999•• • •+9999 • • • ••91.8 � 9999 •• • • • 00900• • ••• •w9f• • 9999•• • • • • • • 9999•• 9999•• • • • • •88• • • Manuel Perezl4e.19. Product Control Exa . r NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED: •2014 FLORIDA BUILDING CODE(FSC),6TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM El 300-09 •ANSVAF&PA NO&2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL,ADM-2010 A 5/16'LAMI CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A.090"PVB"INTERLAYER •AISMOO-07IS2-2010 B.5/16'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.DW"PVB-INTERLAYER C.5/18'LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.09W"PVB"INTERLAYER D.7/16"LAMI CONSISTING OF(2)LITES OF 318"ANNEALED GLASS WITH A.090'-PVW INTERLAYER E.7/16'LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A.O80""PVB"INTERLAYER NOA DRAWING MAP F.7116'LAMI CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH A.09W"PVB"INTERLAYER SHEET G.13/16'LAMI IG:(1)LITE OF 1B'OR 3/16"ANNEALED(MIN.)GLASS,516"OR 3B"AIR SPACE AND 5/16"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF IV ANNEALED GLASS WITH A.090""PVB"INTERLAYER GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 118"OR 3116'ANNEALED(MIN.)GLASS,5116'OR 3/8"AIR SPACE AND 516"LAMI CONSISTING OF(1)LITE OF 116"ANNEALED GLASS AND(1)LITE ELEVATIONS._..................4 OF 118'HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER VERT.SECTIONS.............5 HORIZ.SECTIONS........._.5 1.13/16"LAMI IG:(1)LITE OF 1B'OR 3116"ANNEALED(MIN.)GLASS,5116"OR 318'AIR SPACE AND 5118'LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER EXTRUSIONS....................7 CORNER DETAIL..............5 J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,316"OR 1/4"AIR SPACE AND 7/16'LAM[ ANCHORAGE_..................8-11 CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH A.090""PVB'INTERLAYER K.1316"LAMI IG:(1)LITE OF 1/8'OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4'AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH A.090'"PVB-INTERLAYER L 13/16'LAMI IG:(1)LITE OF 1/8'OR 3116'ANNEALED(MIN.)GLASS,3116'OR 114"AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH A.090'"PVW INTERLAYER 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300, 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUC5.SHUTTERS ARE NOT REQUIRED. ....0ytS.9h*D ��nplYiogwLBlBm P(ntlft Blaldmg Godo 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A.G.PtMM NoDame T.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. li ELCO TEXTRON NOA'SDy ANSI/AF&PA NOS FOR WOOD CONSTRUCTION M }hod�t e ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ} •• ••• • • • • • •• GW4S�T1IPE�G iL"ALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 .00 "PVB"_.090"BUTACITES PVB INTERLAYER BY KURARAY AMERICA,INC. 6 )y)F ra Arte `Lo ADDIDSPa41ER9+TOSP" l2 • • • • • • GENERAL NOTES J: ion*N.*e LDev DRIVE •• • • •• • • • • N.�ICE,FL 3A27S i� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ; •• • ••• • • W.O.BOX l�Lslbh' sic br"ee �q,w A LYknI/ABLER P.E NOKOMIS,FL 3CL7a V_° NN NR7to NTS 1 .11 4127-10 G P.E.$68705 • •• •• • • • •• •• 000 0 0 0 000 0 111 ITGLASS 21 50 Part# Description Material 75 Kmnmeding 4SG TPS Spacer System M. 55 1n"NOM. 76 Quarm Super Spacer nXr with Hot Melt Butyl See this SrE GLASS BITE Sheet ibr 77 Quanex Dumseal Spacer Materials 78 Cardinal)L Edge Spacer 251 63,64,65 REFER CE T REPORTS-.FrL-9717,8968&1g70 ALED OR HEATSTRBNGTHENEDCLASS 3/18'ANNEALED OR HEAT STREINGTFER®GIASSfERLAVER .090 PV8 INTERLAYER ALED OR HEAT STRENGTHENNED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS . 4 7HL'LAMINATED 5/18•LAMINATED GLASS 7M8"LAMINATED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A a TEMPERED I.G.GLASS CAP. EXTERIOR INTERIOR " BOTH THE DP AND ANCHOR (ALL SECTIONS) KURARAY BUTACITE QUANTITY TO REMAIN PVBINTERLAYER UNCHANGED. 21 50 21 50 SAFLEX®PVBINTERLAYER BY EASTMAN CHEMICAL COMPANY 75 78 76.78 tl2"Nok 1n'NOM 59 GLASS SITE `o GLASS BRE 52 52 f 66,67,66,69,70,71 72,73,74,75,76,77 V8'ANNEALED OR HEATSTRENGT}EIIEDGIASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS .WO PVB INTERLAYER A90 PVB INTERLAYER ll8'ANNEALED OR HEAT STRENGTHENED GLASS 3116 ANNEALED OR HEAT STFMNG 14ENM GLASS 3116'LAMINATED 7118'LAMINATED 5118'OR 318•ANRSPACE 3116 OR IW AIR SPAM 1/8'OR 3'18'ANNEALED OR TEMPERED GLASS 118'm 3118'ANNEALED O RTEMPERED GLASS 13N8'NOM. 13118'N08N. 13/16"LAMI IG GLASS W15J16'LAMI 13116"LAMI IG GLASS W/7h6•LAMI ALUMINUM i SILICONE HOT-MELT BUTYL REINFORCEMENT Potmso- DESICCANT FILL AREA PRODUCT REVISED STRUCTURAL BUTYLENE w cwnPlYIo9 with�Florida SILICONE 5/16'NOM. Bairding C4&- IW 3/18'NOM. 5/18'NOM. SFS AOOCPNap4a Npl 'O POLYISOBUTYLEN t!4'NOM FOAM BUTYL& SILICONE SEAL Dsw WITH DESICCANT WITH DESICCANT ROLL-FORMED ' 1 DESICCANT FOAM STAINLESS STEELBy E)Cr.GLASS EXT.GLASS EXT.GLASS Munni FrodnU EXT.GLASS INT.GLASS• • • • INTI GLASS INT.GLASS INT.GLASS KODISPACE •• •: • tUdE :•: •• ODURASEALO 7s nEDGE Tm O 4SG TPS •• ••' SPACER®N;T • SPACER SPACER • ... A 6sttvr6 G AtAO®SPALLS• • ,NYrO,•y,„'NOLOGY DRNE GLAZING DETAILS L •• • • •• • • • N.P•E•NGE��8 tas .. • — ALUM.HORIZONTAL ROLLER WINDOW,IMPACT R:#,u •• • ••• • • ••D•sox 1528 syos+w- ac A LVNNIEM4.11tR P.E NOKOMIS.FL34714 �BerM,• mr7To Full 2 11 4127-10 (�' P.ES58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 618" 84" 60" 83" 84" A,B,G,H +60.0 50.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 88" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 •60.0 +60.0 50.0 +58.8 -58.8 +56.2 ' -56.2 FOR INSTALLATION IN 108 318" A,B,G,H +60.0 -60.0 +600 50.0 +60.0 -60.0 +60.0 .60.0 +60.0 •60.0 +60.0 -60.0 +55.2 -55.2 +52.3 1 -52.3 THE HVHz ABOVE 30 108" A,B,G,H +60.0 50.0 +60.0 4 -60.0 +60.0 -80.0 +60.0 •60.0 +60.0 •60.0 +50.0 50.0 +54.6 -54.6 +51.7 I -51.7 FT ALL HATYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -80.0 1 +60.0 $0.0 +59.5 59.5 +53.6 1 -53.6 +50.9 1 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 -60.0 AND ANCHOR UP TO 111" �' 'F' REMAIN K +75.0 -75.0 UNCHANGED. TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7H8" A'B'C' G,H,1 +60.0 60.0 TO 7118" J,K,L, +75.0 1 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 2r 36" 38 3/8" 48" 60 5/8" se 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 ! -75.0 68" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +74.2 -74.2 +70.2 -70.2 , . +75 + 5.2 - 5.2 PRODUCT�EVI ED 72" A,B,GH +75.0 75.0 +75.0 -75.0 +750750 +75.0 75.0 1 nscefthft Flalda 74" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +68.1 -68.1 +63.81 -63.8 Building0 C,D,E F, +75.01 UP TO 74" bJK,L +75.0 1 -75.0 aq tailmt Pmma GLASS TYPES:TEST REPORT F1L-4858(XO)Q,FTL-4859(OX&)(0)AND FTL-5330 A.5/16"LAMI-(1/8"A,.090,1/8"A) G.13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8-AIRSPACE,5516"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,1/8"HS)• •• 4130168 Al"FOR 3/16"A(MIN.},5/16"OR 318"AIR SPACE,5118"LAMI-(118"A,.090,1/8"HS) ♦ iL J C.5/16"LAMI-(1/Ir HS,.090,1/8"HSI • •I.*13016tiLAd41 iG fW OR 3/18"A(MIN.),5/16"OR 316"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) ` D.7/16"LAMI-(3/16"A,.090,3/16•A) ••• •5.•13/18"LAMI IG-WW OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16-A,.090,3/16"A) E.7/16"LAMI-(3116"A,.090,3/16"HS) K.13/16"LAMI IG-1/8"OR 3/16"A(MIN. 3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/1("HS) F.7/16"LAMI-(3516"HS,.090,3j16" 13L113LTLAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"H.S,.090,3/16"HS) 6�j /Z ••• i • ••• • • • •1070 OfP1DLO61°"� DESIGN PRESSURES • • N �.o.eox,sz3 x.15 - ALUM.HORIZONTAL ROLLER WINDOW,IMPACT """" •• • ••• • • NOKOMIS.FL 3W4 t/(, (�$ate mee m" -6- a` 0.LYPIIJ MOlEA.P.E FX 7!18/08 JJ. 320/ l677m NTS 3 s 11 4127-10 G P.E. csms ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 318" 27 38' 27 38' MAX.DLO 54 5118'MAX DLO FINED MAX.DLO MAX.DLO VENT VENT FIXED D D B B B B X O X _ — _ 110'MAX.WIDTH I.F.FRAME--�j II -- 85 7115'MAX.WIDTH I.F.FRAME—{ --111'MAX WIDTH FLANGE FRAME - 7/18'MAX WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9116•MAX 33 9/16'MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED c DLO VENT IBM OR GASKET = , FMAGXE. AT HEAD AND SILL A I A FRAAME ALL 15 5738' / I rte+ CONFIG. MAX MAX, PRODUCT REVISED DLO ALL / DLO ALL _— 15 I.F.FRAME a sco"vIyh*wilhtIwFlowa I — Building Code FDD LVEWTS �,MAX _� AccepsalMe No 1 -O 'raiioa Dara LTfES I.F.FRAME j 0 I X �G I •• • • • • • 13 FLANGE FRAME I� •Jf"" SwOTI�I�.pk�AlE •• VIEW D-D F--74"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) ! DETAIL A-OX OR XO _ 6 a • • • • • • f • 1070*CELEVATIONS HNOLOOY Dr •• • • •• • • • N.9EI...FL 36275 - •• • ••• • • W.O.sox 1929 ALUM.HORIZONTAL ROLLER WfNDOW,IMPACT NOKOMI6.FL 34276 (I' s a� nett o�l1n — A LYNN MR I ER P. RK TnBIOB JJ 1%3w " ' 7aaro NTS 4 • 11 4127-1Q G P.Eo 58m ••• • • • • ••• • • • • • • • • • • • • INTERIOR 37 32 35 39 22 Q9 T LaRp 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT DLO � MAX.FIXED DLO MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR (!9ySECTION B-B ,7 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX INTERIOR 17 35 32 37 39 HEIGHT FLANGE FRAME MAX VENT Q 16 MAX. FIXED DLO ;7;Aff 22 I MAX FIXED DLO ----I MAX.VENTDLO 43 MAX.WIDTH(I.F.FRAME) 2, EXTERIOR SECTION A A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22r/n 41 22 MODUCTRE SM 2 n deters 12 24EXTERIOR INTERIOR 21 w F.emaco.no • • • E�CTER10 •• INTERIOR 10 •• ••• •• • • • �2 - _ SECTION C-C SILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) �`1f en ori • • • • • • • • ;4 P T SECTIONS ' Aw/dd� •• • • •• • • • • '�N VEN�CE.LO�Ca��RNE NDO oesaorrs= Ors •• • •NOKQMIS.FL 3C2 sAMOeNTeAar a m.M••• • P.OOK 152Z +vw IMPACG0 H70 a I / 5 F.K 11 4127-10 x P, .E PE.sse70S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rjrfm DwG#lREvl DESCRIPTION MAIL PGIW DWCX REVI DESCRIMON MAT'L r PGI# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 CLAS 13116"LAMI IG4/rA WIN.1 318"AIR SPA 5116"LAMI 1/8"A,.090 PVB 1/8"A 2 4025 1 SASH STOP(STD)ANTI LIFT(LIP 6063-T5 AL 612744 67 " 13116'LAMI 10-118"4 XIN.X 3/8'AIR SPACF,5/16'LAMI(1/frA,.090 PVB 1/8-HS) 3 1#8X 3/4 PH.PAN HEAD 7834AA 68 13/16'LAM[IG1/8"A(MIN.),318"AIR SPACE,5/16"LAMI(1/8-HS,.090 PVA VrHS 4 4053 SASH STOP LAVER(SASH STOP) 6063-T5 AL 69 13116"LAMI 10.3!16"A(MIN. 5116"AIR SPAC3:,5116"LAM[ I/8"A,.090PVB,U8"A) 6 4136 FLANGE FRAME Slid. 6063-TEAL 64136 70 " 13116"LAMI 10-3116"A(MIN.,5116"AIRSPACE,5116"LAM[(1/8"A,.090 PV%I/8"HS 7 4137 SILLADAPTOR. 6063-T6 AL 64137 71 " 13/16"LAMI IC-3116"A(MIN.),5/16"AIR SPACE:5116"LAM[(1/8"HS,.090 PVB,1/8"HS 8 4131 ROLLFRTRACK 6063-TEAL 64131 72 13/16"LAM[IG-1/8-4 .,U4'AIR SPAM 7116'LAMI /16"A,.090 M 3/16"4 10 71298 WEEP HOLECOVER POLYPROP. 71298 73 13/16"LAM[IC-L8"A(MIN), AIR SPACE,7116"LAMI(3116-A,.090 PVEl,3/16-HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13116"LAMI IC-VrA(MIN.,1/4-AIR SPAS,7116'LAMI(3/16'HS,.090 PVB,3116-HS) 13 4002 A FLANGE FRAME JAMB 6063 T6 AL 61= 75 13116"LAMI IG3/16"A 13/16'AIR SPACE,7/16'LAMI(3/16"A,.090 PM 3/16'A) 76 " 13116"LAMI I0.3/16'A(MIN.),3/16"AIR SPACE,7/16"LAM[(3/16"A,.090 PVB,Y16-HS) 14 4134 lGASKErFORMAINFRANESIlLJON17 74134W/K 77 " 13/16'LAMI10.3/16"A(MINI 3116'AIR SPACE,Me LANG(3/16"HS,.090 PVA 3/I6'HS) 15 1155 #8X 1000 QUAD PN.SMS 781PQA 90 1014 SCREW FRAME OR&VER 310-'H14 AL 16 1 4110 G SCREENADAPTOR 6063-T5 AL 6411OG 91 1630 SCREENCORNERKEYW/RINOS POLYPROP. 17 4054 B FDEDMEETINGRAIL 6063HD-T6AL 64054A 92 1631 SCREENCORNERKEYW/OUTRIN(B POLWROP. 19 4066 WSTP 187 X.230,FIN SEAL 640660 93 1073 SCREEN SPRING STST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 6127A0 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 WSTP-MX.270BACK,FIN SEAL 61683G 95 1635 SCREEN SPIM-.135 DIA.HARD EM PVC 23 225-1 R011"HOUSM&GUIDE 4211AM 96 SCREEN CLOTH 24 226 IBRASSROLLMWHMS BRASS 7BRWH12 29 4128 1HORIZONrALROUER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D ISASHMEEnNGRAIL6063HS-T6 AL 64006 710-1 33 1235 WSTP-170 X270 BACK,FIN SEAL 67S160 35 1096 SWEEP LATCH DMI AST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.(24 38 1683 WSTP.,.250 X.270 BACK,FIN SEAL 61683G 39 7070 BULB W EATHERSTRB?.187 X.275 6707CK 40 jUff RAILCOVERCAP 7407WC'LORR 41 4139 LF.FRAMEHEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAME SHL 6063-T6 AL 64140 41 #4139,6083-TB 43 4141 LF.FRAME JAMB 6063-T6 AL 64141 50 GLAZING SIUCONF,DOW 899 995 OR UIVALENT PRODUCT REVISED 51 1224 VDMCLAZNGBEADBULB(THICK 6TP247W "s rnmWytoBwoht�Flmi3a Suil�g Code 52 12'13 VNYLGLAZNGBEADBULB(THN) 6TP248K 2.784 53 4039 B G[AZINGBEAD-5/16" 6063-T5 AL 64M9B r�GI 54 4044 B GLAZNGBEAD-5/16"W/GRQLKIT 6063-T5 AL 644703 os2 3.152 er 55 4222 A GLA23NGBEAD-7/16' 6063-T5 AL 64222 P.•e 56 985 C C3AZNGBEAD-7/16"W/GRILLKIT 6063-T5 AL 6985 .062 59 4067 GLAZNGBEAD-13116" 6063-TS AL 64067 1.988 60 SS 5116"LAMI(US"At090~,I/8i A • • • •• 43 I.F.FRAME JAMB 61 5116"1"I(118" .090PVB v ) • • • • • #4141,sobs-Te 62 5/16"LAMI(1/S" P 1 • • .. _ 63 " Me LAW(3/16'•A!.W0fP",Yl&*A) • • • •• �--—2.710 0. 64 7/16'LAMI(3/16"A,.090 PVEI,3/16"HS) 42 I.F.FRAME SILL 65 7/16'LAMI 3116"HS.090 PVB,3116"HS) O #4140,6063-T6 6 I h, �b•',;; �`"" • • • • • • • • PARTS LIST 1575 TECNNa oor DRIVE •• • • •• • • • • •N.VENICE.FL 36275 •,." ALUM.HORIZONTAL ROLLER WINDOW,IMPACT .. • .•• • • P.0.89x 1529 — —e oro... •� a,an LYr D� NOKOKS,FL 34214 11(rA,dj Better A LYNN MILLER P.E. FK 2/18108 .u. s2yDe rW710 NTS 8 s 11 4127-1Q G P.Eass7� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •062 -�••� 1.187 I•�- II �'w II .738 3. 52 I I�I111�443-•�-� 1. T3LrL�= IF] 1 3 � O SASH STOP COVER 90 #4053.6063.75 1.172 �+-2.710- { O FLANGE FRAME HEAD 6 FLANGE FRAME SILL FRAME SILL ADAPTER ~-2,714 O #4136.6063-T6 O #4137,8063-TB 1.383 .062 —ni "T1.461 061 1, sT 7 — 13 FLANGE FRAME JAMB II #4602A,8083-T8 490 I 1.403�1.451� O SASH STOPO HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4026,6063-T5 #4131,6063-T8 #4054B,8063HD-T8 5 062 2. 79 2.26 1 ,� � 1.187 I I p r IP .878 1.081 (— 1291-4 1.096 4455LLLL_ SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" PRODUC7RSViSBD 21 as eanplri�wne ehe Fmslde #4133,6063-T5 #4006D.8083HS•T6 #4126.6063-T5 #4039B,6063-T5 BmldinSCade /Q AA9y , t�o-f� •G6/GI E 1 i _ AAii� Y�uduetCmtid� .678 � Its—.6778 .1583050 1. •• ••• • • • 3•� �T 1.115�5� -� —t-X1.097 54 GLAZING BEALZ 6/16" : ••: :GMAi*A BEAD 7/16" 56 GLAZING BEAD,7/16 59 GLAZING BEAD,13/16" #4044B.6063 T6• •i • i$: •002229§083•T5 #9850.6063.75 #4067.6063-T5 (USED W/GRIL 111 ••• •• • • • •• (USED W/GRILL KIT) 1w4Bj `"" ••• •• • • • • • EXTRUSIONS BF o,rr • • 1070 TECHNOLOGY DRNE -,:ti, _ •• • • •• • • • • N.VENICE.FL A 36275 ••0 00• . . . P.O.BOX 7628 — ALUM.HORIZONTAL ROLLER IMNOOW,IMPACT •. , nrmeF ure Gkr NOKOWS.FL 34274 Vi ibb Better •aesc eatc arc a.avas rtw> A LYNN MII-LER.P.E FA 22M J.J. 3lCt�08 HR71O Haff 7 s 11 4127-10 G P.ES 66766 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XOX 114-112-1/4 WINDOWS TABLE 4 NOTES: GLASS TYPES A,S.C,G,H,1 GLASS TYPES D,E,F,J,K,L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD I Z CONIC 1,CONC 2,3,WOOD 2,CONC 1.CONC 1-114"ELCO TAPCONS 2-114'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE 2DNE3 I ZONES ZONES ZONES ZONES ZONES Wm m m avpe!1 w pmppp 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL g HEAD&SILL. HEAD&SILL HEAD&SILL g HEAD&SILL HEAD&SILL g A.5/16'LAMI-(1/8"A,.090,1/8"A) W y _¢ ' ' a a� B.5/16'LAMI-(118'A,.090,118'HS) FT,GLASS TYPES G-L SHALL HAVE A C.6116"LAMI-(10 HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 2 D.7/16"LAM[-(3/16'A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 E.7/18'LAMI-(3118"4,.090,3/16"HS) 60.628 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+01+1+02+1 3 F.7M16"LA IIG-"8"OR 0,3/16"(MI G.13/16'LAMI IG-118'OR 3/16'A(MIN.),5/18"OR 318'SPACE,5✓16"LAMI-(1/8°4,.090,18'A) 54.000 1+C2+1+C2+1 3 1+C2.+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 H.13/18"LAMI IG-118"OR 3/18'A(MIN.),5/15'OR 318"SPACE,5116"LAMI-(V8'A,.OW,1/8"HS) 60.000 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1. 13/16'LAMI IG-11W OR 3118"A(MIN.),5118"OR 318'SPACE,5116'LAMI-(1/8"HS,.090,118'HS) J.13/16"LAM[IG-1/8'OR 3/18"A(MIN.),3116"OR 1/4"SPACE,7/16'LAMI-(3115"4,.090,311('A) 63.000 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+11 3 K.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16.OR 114"SPACE,7/16'LAMI-(3/1(r4,.090,3116"HS) 13!18'LAMI IG- W.ODO x 3&375 1+C2+1+C2+1 2 1+C 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1- 118'OR 3118"A(MIN.),3116"OR 114°SPACE,7118"LAMI-(3J78'HS,.080,3/16'HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTRIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+3:2+1 3 ;E+2+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C+N 3 25 3/4"MAX FROM CORNERS. JAMBS: 9'MAX.FROM CORNERS AND 22112"MAX O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+LK+1 3 1+C3+2+C3+1 3 TABLE KEY: 74.000x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 43.000 1+02+2+02+1 3 1+02+1+02+1 3 1+C2+2102+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+4+03+1 3 rANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C:2+1+C2+1 3 1+C2+2+C2+1 3 1+C 2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C3+1+C2+1 3 1+C3+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+1:2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C1+1 3 AT EACH. AOMEETING RAIL PLUS ANCHORR V AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C 2+1+C2+1 3 1+C3+2+C3+1 3 1tC3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.=x 38.375 1+C2+2+C2+1 2 1+C 2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+CZ+1 211+02+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL 48.0W 1+C2+2+C1+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 1+C2+2+C 2+1 3 1+C3+3rC3+1 3 (3'MIN.O.C.ANCHOR SPACING) 50.623 1+C2+2+C2+1 3 /+C2+2+C2+1 3 1 1+C2+2+C2+1 3 1+C2+2+C2+1 311+02+2+C2+1 3 1+C3+3+03+1 3 54.000 1+42+2+02+1 3 1+C3+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 25 314"1 S-+{�'MIN. 50.000 1+CZ+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+02+1 3 1+04+3+04+1 3 1- S3.CW 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+01+1 3 1+C4+3+04+1 3 9"REF' X O X 106.375x 38.378 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PnouUcl�r�s E with ith O D ffi� Bte Fimidx 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 &° COQ MTG.RAIL.TYP. gOcep,p�p tJo/(O-Q 1 ��21 5D.625 1+C+3+C2+1 3 1+(2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C33+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W1 QTY.OF(3)ANCHORS D� 64.000 1+C3+3+C3+1 3 1 1+C:2+2+C2+1 3 I 1+C30+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) er hliemi 60.000 1+C3+3fC3+1 3 1 1+C2+2+C2+1 3 I 1+04+3+04+1 3 1 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 I 1+CA+3rC4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C6+1 3 25 314'MAX 1N.t100x 38.378 1+02+3~02+1 2 1+02+2 2 1+ +1 1+ + 1 3 1+C2+3+C2+1 2 1+02+4+0131 2 1/2'TYP. {� C7j I--3"MIN. 46.000 1+C2+3+C2+1 3 *C2+2+C2+ 3 +(A+3�C3�1 1 + C3+1 3 1+C2+3+02+1 3 1+C3+4+C3+1 3 9'REF. X O X 50.625 1+C2+3+C2+1 3 1+82+2+C2• 3 +CO+34C34R 3+E3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 64.00D 1+03+3+03+1 3 1*62+2+026 3 1+08+3+09+1 39 1+83+3403+1 3 1+C3+3+03+1 3 1+C4+4+C4+1 3 60.000 1+p+3+C3+1 3 1+02+2+02+1 3 1+C4+3+04+1 3 1+04+3+04+1 4 1+C3+3+C3+ 3 1+04+4+04+1 3 MTG.RAIL,TYP. 63.000 1+03+3+03+1 3 1+C3+2+C2+1 3 1+04+3+04+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C6+4+C5+1 4 EXAMPLE CLUSTER W!QTY.OF(4)ANCHORS 1`1 .+b ��z ""'°• °"` --Iwo UP mvw • • • • • • • • • P ,••r. ANCHORAGE SPACING,XOX 114-111-114 1070 TECHNOLOGY275 _ w.ewas •0 0.• • •• • • • • ••N.VENICE,R 34273 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT •• • ••• • • P.O.BOXl5w O,le OYle NOKOM6,FL 34274 V/m7 BetterNTS 8 d 1 4127-10 �+ A LYNN�LL�P.E.FX ?/Z&IDB JJ 323NS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTME8 XOX('113-M413)WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ,K,L ANCHOR TYPE 2,3,WOOD 2,CONIC 1,CONIC 2.3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: &SMSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(6-5) 0, 0 q • 2.GLASS TYPES: WINDOW Sms HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL A.5/16'LAMI-(116"A,.o9o,1/6-A) FOR INSTALLATION IN THE HVHZ ABOVE 30 H -+ '+ '� '' 8.5116'LAMI-(VB'A.090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.WDx 38.376 1402+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+1 2 1+C2+1+02+1 2 C.5/16'LAMI-(118"HS,.090,IV HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+113 1+C2+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 D.7116'LAMI-(3116-A,.090,3116'A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7116"LAMI-(3116-A,.090,3116-HS) 60.628 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 F.7116'LAMI-(3/16-HS,.090,3116-HS) 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+t2+1 3 1+C2+1+02+1 3 G.13116"LAMI IG-118"OR 3/16"A(MIN.),5/16-OR 3W SPACE,5/18'LAN-(1B"A,.090,V8'A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 /+C2+1+C2+1 3 H.13/1 6-LAMI IG-1/8"OR 3/16"A(MIN.),6118"OR 318'SPACE,6/16-LAMI-(1B"A,.090,18"HS) I. 13116"LAM[IG-16-OR 3/16"A(MIN.),5116'OR 3B"SPACE,5116-LAM[-(1/8-HS,.=,I/8"HS) 63.000 t+C2+1+C2+1 3 1+C2+1+Cx+1,3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+03+1+03+1 3 J.13/16"LAM[IG-1/8"OR 3/16"A(MIN.),3/18'OR 1/4"SPACE,7/16-LAM[-(311W A,.090,3/16'A) 53.125x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1,2 1 1+C2+1+M+t 2 1+C2+1+C2+1 2 I/+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13/16"LAMI IG-1/8'OR 3/16"A(MIN.),3/16"OR V4'SPACE,7/18"LAM[-(3/16"A,.090,3116"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 I t+C2+1+C2+1 3 1+C2+1+C2+1 3 L 13/16-LAMI IG-1/6'OR 3116-A(MIN.),3116-OR 114'SPACE,7/18'LAMI-(3/18°HS,.090 3118"HS) 80.626 1102+1+CIt13 1+C2+1+C2+1 E 3 1+02+1tC2+1 3 1+02+1+C2+113 t+C2+1+01+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 84.MD 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C1+1+C2+1 3 1+C2+1+C2+1`3 I 1+C2+1+C2+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. SOAK 1+C2+1+C2+1 3 1+C2+1402+1(3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1K2+1 3 1+C3+1+03+1 3 S&WO 1+C2+1+C2+1 3 1+C2+1+C2+1 j 3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C2+1+C2+1 3 t+C3+1+C3+1 3 HEAD&SILL' 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.=x 38.375 /+C2+1+C2+1 2 1+C2+t+C2+11 2 1+C2+1+02+1 2 1+C2+1+C2+112 1+C2+1+C2+1 2 14Q+1+01+1 2 25 3/4'MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1i3 1+C2+1+C2+1 3 1+C2+1+02+1 3 TABLE KEY: 50.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+t2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 NC2+/+C2+1 3 X O X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+CZ+113 t+C2+1+C2+1 3 1+C3+i+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 50.000 1+C2+1+C2+1 3 1+C2+1402+1 3 1+C2+1+C2+1 3 1+C2+1+(2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1!3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 i 3 1+C2+1+Cx+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.=x 38.376 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C1+1+C2+1 2 1+C2+1+(x+1 2 1+C2+1+02+1 2 1+C2+1+01+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C1+1 3 1+02+1+C1+1 3 1+02+1+(2+1 3 1+tx+1+C2+1 3 ANCHOR AT EACH OPERABLE VEN 60.628 1+02+1+C2+1 3 1+C2+1401+1 E 3 1+C2+i+C2+1 3 1+C2+1+C1+1 3 1+C2+1+C1+1 3 1+C3+1+C3+1 31 PLUS(1)ANCHORS AT FIXED SECTION. 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1;3 /+C1+1+C2+1 3 1+C3+1+C3+1!3 1+C2+1+C2+1 3 1+Cx+1+C3+1 3 (3'MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1+C2+1 3 1+C2+1 C2+1 3 t+C3+1+C3+113 I 1+C3+1+C3+1 3 1+C2+1+01+1 3 t+C3+1+C3+1 3 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1.2 1+C2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+1 2 1+C1+1402+1 2 25 3/4'MAX. 46.000 1+02+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+N2+1 3 1+C2+1+C2+1 3 1+C1+1+C3+1 3 1 1 -H -.--3'MIN. 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C1+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 14C3+1+C3+1 3 6- F' 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1402+1+C2+13 1+C2+1+02+1 3 1+C3+1+C3+1 3 X O X 60.W0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+14C3+1 3 1+03+1+C3+1 3 1+C2+1+C2+13 1+C3+1+C3+1 3 PRODUCfREY[SED ,w plyW8 with the Florida 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+C3+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 6uiWm8Codc 84.000x 38.375 1402+1+C2+1 2 1+C2+1+C2+1 211+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 4+02+1+Clt1 2 MTG.RAIL,TYP. Aece@g¢peTb Ido AGI 48.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 311+C2+1+02+1 3 1+02+1+Cx+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS D� 80.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 64.000 1+02+1+02+1 3 1+Cx+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+C3+1j3 1+C2+1+C2+1 3 1+C3+14C3+1 3 60.000 1+02+1+C2+1 3 1+C2+t+Nx+1 3 1+03+1+03+1 3 1tC3+14C3+1 4 1tC3+1+03+1 3 1+03+1+03+1 3 25 3/4"MAX 83.000 1403+1+03+1 3 1+C2+1+/1x+1 3 +03+1+03+1 3 1+ 14 1+C3+t+C3+1 3 1+C4+1+C4+1 4 1 -MIN. . I -3"MIN 86.437x 38.375 1402+1+Cx+1 2 1iG2+1402+1 %R:2M+02+ 2 +01+1402+1:3 1+C2+1+C2+1 2 1402+1+C2+1 2 REF48.000 1+02+1+C2+1 3 1 1+C2+ 1+ + 3 +C 1j+1'3 1+C2+1+C2+1 3 1+C3+1+03+1 3 9" X O X 60.626 1402+1+C2+1$3!3 !1+tC2+1+C2+!1!' +tx4U4Cx+9 140241+Q2+ 3 + t+ +1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 I` 64.000 1+C2+1+C2+1 1 3 1+C3+1+Cx+1 3 14C3+1+C3+113 1+CY+1+02+1 3 1+03+1+C3+1 3 60.000 1+C2+1+Cx+1 3 t+t3+1403+1 3 1403+1+2311!4 14C3+1+C3+1 3 1+04+1+C4+1 4 MTG.RAIL,TYP.63.000 1+C3+1+C3+1� +Cxt1+C2+1)3 1+C3+1+03+1 3 14C3+1+03+1I4 l+C3+1+C3+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS �j 1 y116 ""Q• °'" '° • • • • • • • • • P T HORAGESPACING,XOX 1/3-1/3-1/3 tom TEaa+ot Dor DRIVE •• • • •• • • • • ••N.VENICE,FL34278 •• • ••• • • • P.O.sox Csie ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �t tyle ow. NOKCMIS.8.34274 jJ .BeKCr °14i �` •11e ��' !� A.LYNN MILLER RE FJC 22= J,l. 3.2308 Lento NTS 9 s 11 4127-10 G P.E.anems ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,JA L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 1 2,CONC 1,CONC 2,3,WOOD 2,CONIC 1,CONC 1-1/4•ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES ty� y 2 GLASS TYPES: WINDOW SIZE C3� m � m a0� g � � 2 A.5116'LAMI-(lW A..090,116'A) FOR INSTALLATION IN THE HVI Z ABOVE 30 07 y (a g ISI h 20 W CO B.5116'LAMI-(1B'A..�.1/6"HS) FT,GLASS TYPES G-L SHALL HAVE A W y 2 a8 =M Q� =oli .� =aE ' =NJ - = ca -� C.6116'LAMI-(1/6'HS,.090.1J6"HS) TEMPERED I.G.GLASS GW.BOTH THE DP AND 37.000 X 3&375 1+C2+1 2 1+02+1 2 1+C1+1 2 1+(x+1 2 1+C2+1 2 14CL+1 2 D.7/16'LAMI-(3/18'A.090,3/18'A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118'LAMI-(3118'A,.090,3/18'HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7116•LAM[-(3116'HS,.09%3M6•HS) SM625 1+C2+1 3 1+C2+1 3 1+C.2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16'LAM[IG-1/8'OR 3116"A(MIN.),5/16"OR 316'SPACE,5/16"LAMI-(1/6"A,.090,WA) H.13/16"LAMI IG-1/6'OR 3116•A(MIN.),6/16'OR 316'SPACE,5116'LAMI-(V8'A,.090,1/8•HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 L 13H6'LAMI IG-1B'OR 3116•A(MIN.),5/16'OR 36-SPACE,5/16-LAMI-(I)T HS,.090,1/8"HS) 6Q000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C1+1 3 1+C2+1 3 1+C3+1 3 J.13118'LAMI IG-178'OR 3N6'A(MIN.),3/16'OR 1/4'SPACE,7116"LAM[-(311('A,.090,3116-A) K.13116 LAMI IG-1/8'OR 3/16'A(MIN.),3116'OR 114'SPACE,7/16•LAMI-(3/16'A,.090,3/1('HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L 13116'LAMI IG-1/8'OR 3116"A(MIN.),3116"OR 114"SPACE,7/16'LAMI-(3116'HS,.090,3(16'HS) 46.000 X 38.375 1+C2+1 2 1+(2+1 2 1+C2+1 2 1+C2+1 2 1+t2+1 Z 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 46,000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 18 31CltZ MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 183!4'MAX.FROM CORNERS. 6Q000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 JAMBS: 9'MAX.FROM CORNERS AND 2212'MAX O.C. 63.000 1+C3+1 3 1+(2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY. O X 53.125 X 36.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+03+2 3 ANCHOR QUANTITY PER JAMB 46.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C1+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+Cx+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 A CLUSTER OF ANCHORS H CENTERED ON THE MEETING RAIL MOOO 1+C3+1 4 1+C2+1 3 1+5+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+03+1 3 1+C4+1 3 VENT AND FIXED AT HEA.(7} I ANCHORS TOTAL AT HEAD AND SILL 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+(2+1 3 1+C2+1 2 2+02+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3•MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 j 3 j 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 8314•MAX 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1 1+C3+1 4 1+C2+1 3 2+C3+2 3 �t 1 --�'I 1'---3'MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 91 REF. 63.000 1+C3+1 4 1+C3+1 3 2+04+2� 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 X O raonucr asvlsFM 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 es mm*iug w81r breF 48.00048.0002+C2+2 4 1+C2+1 3 2+0+2 3 2+C2+2 4 1+C2+1 3 2+03+2 3 G'RAIL nwlamgcoe� Z) 50.625 2+C3+2 4 1+C2+1 3 .2+C3+213 2+03+2 4 1K2+1 3 2+03•+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 'ZD 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) ay 60.000 2+C3+2 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1 1+C3+1 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 18 314•MAX. 74.000 x 38.375 2+C2+2 3 tpMta•Z 2+r2+ 3 +G2+2 a 2+02+2 2 2+02+2 3 if3 MIN 48.000 2+C3+2 40 2+C2+2•3 i•4 4 2+C2+2 3 2+C3+2 4 9'REF. 50.625 2+C3+2 4 t+C2+ •3 2+p •i 2 IL 2+C2+2 3 2+C3+2 4 X O 54.000 2+C3+2 4 a R+C302 e3 11WA+2 4 +03+104 2+C3+2 3 2+C4+2 4 60.00(12+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+CA+2 4 MTG.RAIL 63.000 2+C3+2 4 1 1+C3+1 3 2+C4+21 4 2+C4+2 5 2+C3+2I 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS • • • • • • • • • ANCHORAGE SPACING OXANDXO WINDOWS lomw a" awmme ,azo lecrwoLoor carve •• • • •• • • • • • N.VENICE.R 34278 nr; •• • e•• • • • P O.sox,caa ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ep Oife Our NOKOMIS,R.34174 se.,x Wna OeMpl4, Ise k LYNN MILLER,RE F.K 7/2R/tlB ✓ B F0t71a NTS 10 s 11 4127-10 G P.E#58m5 • • • • • • • • • • ••• • • • ••• • • 13/4•MIN.E.D.TYP. NOTES: 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 114'ELCO MIN.3.4 KSI +1'MIN.EDGE NOTE 3 1 3/g TAPCONS EMBEDED 1 318'MIN.OR 114"SS4 CRETE-FLEX EMBEDED 1314"MIN.. MINIMUM DISTANCE FROM CONCRETE ' MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD ' + a 2.FOR WOOD APPLICATIONS IN MIAMI-RADE COUNTY,USE#12 STEEL SCREWS(GS)OR 114'SS4 CRETE-FLEX WITH BUCK #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/ 1/ THAN 1 12". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX��IIII MAX.JCMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1lT THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD TT ANCHOR, ANCHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 81183-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1B'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114'X. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SSHeIIM1 3V 1/4"MAX.SHIM—�I � 1 1/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. —III-I'I I (1.5 KSI MIN. CMU) OR �Il2-12'MIN.EMBEDMENT n PER NOTE 1 1IfUG11 ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 1 314• EXTERIOR INTERIOR 1"MIN.EDGE ^ MIN.E.D (HE &SILL DETAILS A.B,C,DT&H) TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK NOTE 3 SEE NAILING 4 INTERIOR 518'MIN.EDGE DETAIL E DETAIL F (,IAMB DETAILS E,F&1) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS S/8'MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2NAILING .131 DIA.MIN.x 212"NAIL PRODUCT REVISED AT CORNERS AND 5"O.C. as.wnplyiftwfthftF odda TYPICAL DETAILS G,H&1. 8u+1dCodc MAX. MAX SHIM SH. .. E, IM 1 �_ Q i'MIN.EDGE �td4t1 ..s., SEE + -NONE 1 318"1 MIN. NAILING '00 06 •• 2-12'MIN. 13/4•MIN. • • ,• • • • SEE NAILING MIN.3.4 KSI E.D.TYP. •• •.t i- • -•�L MIW�� •• , CONCRETE 2x WOOD • . • . . • . . DETAIL C suC1c• •••DE*Tg41L D• • • •• 2-12`MIN.EMBED s. NOTES DETAIL G(SILL) DETAIL 1(JAMB) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS n 6 !6 al• Dias rna.am • • • • • • • • • ° • ;., 1..^ oc� ;a ANCHORAGE DETAILS •• • ••• • I �x,dee ALUM.HORIZONTAL ROLLER WINDOW,IMPACT Gem NOKOMIS.FL 34V4 VWbb Better a �` sort �1 pNi R' 0.LYNN MILLER,P.E FA_ 2MM J.I. 323N8 ItR71D Haf/ 11 w 11 4127-10 G P.E.asstos ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE M[AMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(1n 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11FD-750"Outswing Aluminum French Door w/Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name op logo,•eity,•state, • model/series,and following statement: "Miami-Dade County Product Control ApprevgYb, unless•eftrwise •••••• noted herein. 000600 RENEWAL of this NOA shall be considered after a renewal application has beenlgO�and thexe4Webeen ,••••• no change in the applicable building code negatively affecting the performance of th"pt,Auct. . ... ..:..' TERMINATION of this NOA will occur after the expiration date or if there has been w evision*-change ••••;• in the materials, use,and/or manufacture of the product or process.Misuse of this Z"4,* an endofsement '. of any product, for sales, advertising or any other purposes shall automatically term`mate Ibis NOA.-Ulure •••••• to comply with any section of this NOA shall be cause for termination and removal of N©•A. ••••• ••••; 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. 14-1117.05 and consists of this page 1 and evidence pages 1-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 16-0629.16 p �� ,�`�b Expiration Date: February 24,2020 i Approval Date: July 28,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16,06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez,P.E. %•••%• (Submitted under previous NOA No. 09-1028.10) • • ' """ 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 " "•'• '• 2) Uniform Static Air Pressure Test,Loading g%f P.1 ,TAS 2.02-94 ,• 3) Water Resistance Test,per FBC,TAS 202-949.. .. . • 4) Large Missile Impact Test per FBC,TAS 26 1-94' % '••• ••••• 5) Cyclic Wind Pressure Loading per FBC,TAS 27?-94 6) Forced Entry Test,per FBC 2411.3.2.1,and�j,&41;02-94'• along with marked-up drawings and installation diagram of:n &l4minu4n dpors of....%. OXXO configuration, prepared by Fenestration Testing Laboratoryg Inc., 'y'e's$Report- No.FTI -4921,dated 07/17/06, signed and sealed by Edmundo 3�Largaesp •P..E. • • (Submitted under previous NOA No. 05-0419.03) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24,2020 Approval Date: July 28,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS lcoNTTNUEDI 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.F rL-4527,dated 02/10/05,signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum doors of XXXO configuration,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04,all signed and sealed by Edmundo J. Largaespada,P..E. ;••••• 0 0 0 0.. (Submitted under previous NOA No. 05-0419.03) .. 0000 • 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading portBC,TAS 1202-94 "o•'• 2) Large Missile Impact Test per FBC,TAS 20T"4*94• •••• 00 . .. 3) Cyclic Wind Pressure Loading per FBC,TA9 Xg5-94 .• 0000 0000. along with marked-up drawings and installation diagram of �,W44ninum,oUtswing 0 0:•0 French door, prepared by Fenestration Testing Laboratory, Wc#y9 Test Av or; No.-o-0:0 FTL-4312,dated 09/13/04,signed and sealed by Edmundo J.I4ffg4ejpada,P.E. '0 (Submitted under previous NOA No. 05-0419.03) 00 :000:. :0000: 0000 0000 .0900. C. CALCULATIONS 0 0 0 0 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 2014, 5th Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 141117.05) 2. Glazing complies with ASTM E1300-04/09 Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24,2020 Approval Date: July 28,2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite PVB Glass Interlayer"dated 02/19/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" (formerly Saflex Keepsafe Maximum) dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their."Saflex HP Clear or Color Glass Interlayers"(formerly Vanceva)dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 3. Statement letter of conformance to FBC-2010 and complying with FBC Ste Edition (2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 14-1117.05) • 4. Statement letter of no financial interest, issued by manufacturer, dates'11766/14,•••••• signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 14-1117.05) •••••• 5. Laboratory compliance letter for Test Report No. FTL-5941,0%S by l enesgration:0 Testing Laboratory,Inc.,dated 05/20/09, signed and sealed by Julio 8. Go&alaa:P. E.••;••• (Submitted under previous NOA No. 09-1028.10) 69:09: • :0: 6. Proposal No. 08-1891 issued by Product Control, dated 01/4i*/O%i;ignes by Ishaq•*•,' ' • • Chanda,P.E. ' . . . . ...... (Submitted under previous NOA No. 09-1028.10) •••••• 7. Laboratory compliance letter for Test Reports No.'s FTL-4911,6dated'=.7/06,' FTI-4527, dated 02/10/05, FT ,4528, dated 02/14/05, FTL4315, dated*69/103/04, FTL-4529, dated 02/14/05, FTL4530, dated 02/14/05, FTL-4311., dated 09/01/04 and FTL-4312,dated 09/13/04,all issued by Fenestration Testing Laboratory,Inc., all signed and sealed by Edmundo J.Largaespada,P. E. (Submitted under previous NOA No. 05-0419.03) orge M.Plasencia,P.E. P oduet Control Unit Supervisor NOA No.16-0629.16 Expiration Date: February 24,2020 Approval Date: July 28,2016 E-3 PGT.Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/19/15 and expiring on 02/24/20. •••••• •••••• •••• •• ••• • • • • •••••• o ge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No.16-0629.16 Expiration Date: February 24,2V20 Approval Date: July 28,2016 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 1.GLAZING OPTIONS: A.7/16'LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B.7/16'LAN CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFUDUMEPSAFE MAXIMUM. C.7116'LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER D.7/16-LAMI CONSISTING OF(2)LJTES OF 3116'HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER NOA DRAWING MAP E.7/8'LAMI I.G.CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS OUTSIDE.1W AIR SPACE AND(1)7/16°LAMI GLASS ASSEMBLY INSIDE(31111-A,.090 PVB,3/16°HS). TOPIC SHEET F.718'LAMI I.G.CONSISTING OF(1)LITE OF 3116'TEMPERED GLASS OUTSIDE,114-AIR SPACE AND(1)7116-LAMI GLASS ASSEMBLY INSIDE(3118'HS,.090 PVB,3116-HSS GENERAL NOTES.._........1 CONFIGURATIONS........._1 G.718'LAMI I.G.CONSISTING OF(1)LITE OF 3116'TEMPERED GLASS OUTSIDE,1W AIR SPACE AND(1)7/18'LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS...........2 (3116'A,.075 VANCEVA,3116'HS). DESIGN PRESSURES....„3 ELEVATIONS.................._ 4 R 71W LAMI I.G.CONSISTING OF(1)LITE OF 3/16°TEMPERED GLASS OUTSIDE,1/4'AIR SPACE AND(1)7116'LAM[GLASS ASSEMBLY INSIDE VERT.SECTIONS........_...5 (3116"HS,.075 VANCEVA,3116"H% HORIZ.SECTIONS...._._.. 6 PARTS LIST................... 7 2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS..... A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-02. ANCHORAGE.............._....10-1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3.CONFIGURATIONS:N O M.XO OX,X)K XXO OXX,OXO,XX)O(,XXXXO OXO(,OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE,X DOORS OR A DOUBLE,XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X,XX,AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4.ANCHORAGE THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5.SHUTTERS ARE NOT REQUIRED. 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7.REFERENCES:TEST REPORTS:FTL-4311.FTL-4312,FTL-4315,FTL-4527,FTL-4528,FTL-4529,F L-4530,FTL-4921 AND FTLS941. PRODUCT REVISED ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION se compwith the Florida sullefto ADM-2005 ALUMINUM DESIGN MANUAL NC)A-No, o'IB-0629.16 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY expiration Date 02124/2020 HURRICANE ZONE(HVHZ) miamil-vap elproduct control .��111nitttrrr •• 000 • • • • • •• ` CN`:EtaB� STANDARDS USED: • • • • • • • • • `�may";•:',,w ' .2!}14 FLORIDA BUILDING CODE(FSC),STH EDITION • • •• • • • • • *� •ASTM E1300-09 • •• • • • • ••• • z or: NO.58705 '• .ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION • • • • • • • • • _ ' -ALUMINUM DESIGN MANUAL,ADW2010 •• ••• •• • • • •• _ ��✓'�� _ •AISIs100-07/52.2D10 �.O'•.•�` �tb =LU g1'ATE OF ap 01me FAVMSPACOWTO a GENERAL NOTES AND DRAWING MAP ''.tom^��.F OF1oPr C`�.` mr • • • • • N°sans m i�I e10fVi1l. O�. a.k a.� •• • • •• • pp�pr(� ALUM.FRENCH DOOR&SIDE LITES,IMPACT rrrri ' ,t�+" ate ta.vee MOKOA•S,tTl4 j • a,amme s r aa.ww. a� A.LYNN MLI.LER,P.E. F.K f2?3Po4 LT. 4l&D5 •• • ••• • • • F075D FI1 1 a 12 8000-11 F FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/16'NOM. 7/16"NOM. 3116"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090"DUPONT BUTACITE OR SAFLEXMEEPSAFE .075'VANCEVA INTERLAYER MAXIMUM PVB INTERLAYER 3/16"HEAT STRENGTHENED GLASS 3/16'HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 90 109 90 10 107 105 5/6"GLASS < 105 W GLASS BITE SITE A EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16"LAMI GLASS W/PVB INTERLAYER 7/16"LAM GLASS W/VANCEVA INTERLAYER NOM. 7/8"NOM. 3/16'TEMPERED GLASS 3/16'TEMPERED GLASS AIR SPACE AIR SPACE 3/16'ANNEALED OR HEAT 3(16"ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS 090"DUPONT BUTACITE OR SAFLW .075 VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER 3/16'HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 95 OR 96 97 OR 98 109 109 PRODUCT REVISED as 108 90 108 �w with the FleAda 90 wilding No"*. 16-0628.16 Eapimeon Date 02/24/2020 105 5/8"GLASS < 105 5/8'GLASS ft BITE SITE iaia aaet cantno I oil EXTERIOR • *WVER1OR* • • • 6:9ERIOR INTERIOR GLAZING DETQV• "N*L" •• • GLAZING DETAIL sernNc BLOCK 7/8"LAMI I.G.GLASS W/PVI3 INTERLAYER 7/8"LAW I.G.GLASS W/VANCEVA INTERLAYER a ! •!• kLT _G!_AZ/NG DETAILS • • • • • ALUM.FRENCH DOOR&SIDE UTES,IMPACT ' aw.fcwe a.w ae.t n.rmx. wK A.LYNN MILLER,P.E. �k LT. �9/8N5 •• • ••• • tF#3av4 ® A77w FU 2 -12 800011 F FL P.E.#587D5 • • • • • • • • • • • •• •• • • • •• •• Table 1.Ma)amum Design Pressures(pso OVERHANG .- LENGTH Allowed HeightQn) OVERHANG Configuration Width(in) Glass HEIGHT o Types 79 314"(6$) 83 314"(70) 87 314" 91 3/4" 95 314"(8o) IL 8 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80,0 X 37"(3q NOTES: French C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 1.IF USING THE OPTIONAL LOW-RISE SILL {PART 10,SHEET 8 OF 121 THE Door AE +70.0 80.0 +70.0 80.0 +70.0 80.0 +70.0 -80.0 +70.0 80.0 OVERHANG LENGTH MUST BE GREATER XX 71 314"(6a) C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN OR EQUAL TO THE OVERHANG HEIGHT(SEE DIAGRAM).IF NOT,THE A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 MAXIMUM I SITNE(+)DESIGN Ful{ PRESSURE IS LIMITED TO+50.0 PSF FOR Jamb 36 11/16" ALL STYLES AND SIZES OF THE DOOR C,G +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 AND ANY ADJOINING SIDEUTES.(REF. 3011116" C,G +100.0 400.0 +100.0 400.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 FT-5941) Sidelite 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0. -100.0 +97.4 -97.4 Narrow Jamb A,B,E,F +70.D -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 36 11/16" C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table 1 a.Glass Type and Test Report Number A-7116"(AMI(3116"A,.090 PVB,3/16"HS) FiL-4311,4312,4315 B-7/16"LAMI(3/16-HS,.090 PVB,3/1(rHS) UPGRADE FTL-4311,4312,4315 PRODUCT REVISED C-7/16-LAMI(3116"A,.075 VANCEVA,3116"1-IS) FTL-4527,4528,4529,46W ascomp it n with the Florida D-7/16-LAMI(3116-HS,.075 VANCEVA,3/16-1-IS) UPGRADE FTL-4527,4528,4529,4530 N�Ne. 1"629.16 E-7/8"LAMI I.G.(31167 1/4"AIR SPACE,3116"A,.090 PVB,3/16"HS) F764311,4312,4315 Expiration Mite 02124/2020 F-7/8"LAMI I.G.(3/16.7,1/4"AIR SPACE,3116"HS,.090 PVB,3116-HS) UPGRADE FR-4311,4312,4315 G-718-LAMI I.G.(311617,1/4"AIR SPACE,3/16"A,.075 VANCEVA,3115-HS) FTL 4527,4528,4529,4530aaet avoi H-7/8"LAMI I.G.(3/16"7,1/4-AIR SPACE,3/16"HS,.075 VANCEVA,3/16"HS) UPGRADE F 1-4827,4328,4529,4530 M7 DESIGN PRESSURES a •• • • •• • • • •.a aox ma ALUM.FRENCH DOOR&SIDE LlTES,IMPACT 12 Ofl�no o a,e"me Ry amc a-c u�m.n a: A.LYNN MILLER,P.E. �"W`°� as FD760 N7$ 3 s 12 8000-11 F FL P.E.#58705 FX 7?l23RW LT. 4/a08 • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • H73 13116"MAX.WIDTH 0 518'MAX WIDTH 145 318"MAX WIDTH 95 314" MAX HEIGHT ALL LL OX OR XO OXO OXXO(SHOWING EACH VERSION SIDELITE 37' 36 11116" 3611116 MAX WIDTH MAX WIDTH MAX WIDTH 25"MAX H71 314`MAX WIDTH 26- 33 3116 DLO ALL X MAX.DLO MAX.DLO UNITS 791!8' MAX i DLO PRODUCT REVISED ALL / a��pirim�with tde Florida NOA-NaCo�ie 1625.'16 EaPirrtbn Data 02/24/2020 NY ♦ wl , Nlam act on 00 x •.: : : 2oC O(FULL JAMB) O(NARROW JAMB) NOTES: • • • • • • • • • 1.CONFIGURATIONS WITH SIDE LrW4 CANOWsEITHII&NARIKOW 4b4MF OR FULL JAMB VERSION. 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3.FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. aeaaer aar anebc �°' EXAMPLE ELEVATIONS ;�=MLT. ALUM.FRENCH DOQR&SlDE LlTES,IMPACT •• • • •• • • • • P0.Box few e.�LU � L bLYNN MILLER P.E. Nl�MM R99Z14FFX • • ••• • • • fD760 NT5 4 > 12 8000-11 F FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VERTICAL SECTION A 1 VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD 4 61 6 4 oR 7 23 6 5 ORIGINAL VERSION TOP RAIL B B 21 55 , ALTERNATE VERSION 70P RAIL C D D C MAX.DLO MAX.DLO EXTERIOR INTERIOR EXTERIOR INTERIOR MAX MAX. HEIGHT HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 56 PRODUCT REVISED u eomplrtna rrtth the Florida ALTERNATE VERSION BOTTOM RAIL BuitOng o NOA-Pto. 18.0629.16 2 Expiration Pate 02/24/2020 6 5 10 mite act Contraj 1 3 7 • ••. • • • 23OR2 VERTICAL SECTION C • f • VERTICAL SECTION D NARROW AND FULL •• ••• •• • OUTSWING SILL JAMB SIDE LITE SILL • VERTICAL SECTIONS J8000-11 F ••• • . •• • • f ALUM.FRENCH DOOR&SIDE LITES,IMPACT — arvr m A.LYNN KILLER,P.E. ••• • FL P.E.#58705 FK • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE uwu53 52 —— 26 20 105 20 SEE NOTE 81 1 82 E Q 6 6 5 29 NOTE:ASSEMBLY HARDWARE QTY(3�1 V 80 FROM TOP&BOTTOM AND ONE AT MIDSPAN DETAIL J 30 INTERIOR 20 5 46 SLAB AT 4 27 26 GLASS BED 1 83 ° DETAIL G STILES AT ASTRAGAL DETAIL F 9 FULL JAMB SIDE LITE (AT HINGE JAMB) EXTERIOR 6 82 81 SEE NOTE 6 82 81 SEE NOTE 5 5 �r, 20 106 20 10PRODUCT REVISED a i a ewltn the Florida 80 NOA-No. 116-W29.16 30 7 7 etgradoa Date 02/24/2020 30 •' Miam ad rodnet Contro 27 20 80 27 29 83 • 7� i i i i i • 83 ° 70 1 ! ! •! • ! • • DETAIL E DETAIL DETAIL H •• •; ; ; ; ; ;•; 17AIL K JAMB, FULL JAMB JAMB, NARROW NARROW JAMB SIDE'LITPO •• 4N;PJM13 TO HINGE JAMB SIDE LITE JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) a� ORIZONTAL SECTION DETAILS '"�"X •• • • •• • • ! • .FRENCH DOOR&SIDE LITES IMPACT ALUM f¢eoxts� a.t a..a arpw a4 AtYNN:M4LLER PE °®•`a°` °i°` • • ••• • • • F1.34M ® R7780 1/2 6 -12 8000.11 F FL P.E.#58705 FA 'mm • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FD79 080FWSO FULL JAMB SIDE LITE nEmlD.. DESCR&TM I PO7B MM DWGS DESCMVMON PG17/ FRABEMPAPOS 1 SD06 FRAKE-ML4A SRL&JAMB 68006 I 6006 -HEW&HRQUAMB 6m 4 8006 DMCAP 6=8 2 ROMA OlYrWMSffL 680MA 6 5007 SCREW COV!'. 6m 3 60010 OUT4wwosBLOOVPR Slow 7 8009 EJST•AILPIATB 66009 4 ME ORIPCAP 68008 8 FRAMEASSMMYSClREW68X?M AD 78 S D,SRL&LQdRWEAnMMMMMMMkM U833371VW 2D 8012 SME 68012 6 8007 S(RRw comm, 6m 21 8014 TOP RAR. 68014 7 8009 R&MA1LPIATB 68MWD 22 SM 8OITOMRAIL 68D13 8 YSCTtbw48x1"1'H 35 7EMEADgIRODY1618X36' 6TRODA 9 8032 CLE1.P ssu 49M 36 FIANMAIMNUMI&IS 79924MA 10 8078 OU[•SWDUiSRL 4808 37 8039 7RETSSCLUO 633M DOORPAKM 60 $8XWPH DBIVEMK SCREW 7SX34-SM M S HPAD SOI.&L WEAMMt.SM U� 028 3TfM 61 5SMUMMEADIM am _ m 8D12 SIDE 68D1221 8014 TOP ROA 68014 62 HPL9 SlDEIIISIAMB11iEH 680 22 6033 BOMM %)D 6800 FD780 NARROW IAMB SIDE ME 23 6DU TOP66017 1 1 Sm6 FRAME-IIBAD&SEL 66066 24 8016 BOrMMSWW 68016 4 1 MM hNVCAP 6m 29 SVM 84XU2 KMPH 6 8001 SCREW COVER 6m07 25 8031 ASMGAJ4ACrM3&JNACUM 69DIS 7 8009 1NSTAILPIATE 6m 27 MM MAREDMIUMSME 680218 B PRAMEAC9_FMBYSCREWS8X3'PH UAD 781PQA 28 wAk(PAS CDM 6mmA 21 5014 TOP RAIL M14 29 SDI$ MKONGEDAMMPLA71B 68DIS 22 BOLI BUCIDMRAD. am 30 8019A CEARF124MDOORSIDE 68019A 33 THREIDEDROD5/1&l8XW 6TRODA 31 1 5075 (EAR EATM 6SOi5 36 PIANLM NOTY16.18 79904WA 32 CPAR SEFSQtBW R6-n.V4' 37 8039 CAMP 66378M 33C8'AR MTQSCREw412a3/4'1RLISS*M 60 �#8xwlrpHSODRMTJxScRBw 78K34PSTW 34 MTO SCRBV/812211T TRxzsHD 61 1 8078 ls=LrrEm&Dnum 68026 35 THRE4MR0D5/1&l8X3e 6TRODA 70 1 5010 PRAM IAMB 68010 36 PLITTP MNUI•Sll&l8 79X?,=A ASSEMBLYM 37 6039 MWSSCILA69 6 M 8D 8003B lFRM4MJDO0RASSMMYMAM 680m 38 BMT SISGZkRIAATMMEUWaSM SMA14D 91 03a7AR211Y PHSCRI:W 39 RM IDC.I6IDC K 48030 82 s3o-z411@CNUi LATCHASSYSMWS88X2'SSPIBWTRHII 78)aMAX 83 812X 1 LT TRNDTOtSCREW 41 8037 SISMIDOLBOUROD84 68056 42 6045 STANDARDFLi7C3BOLTS WISSRCID etb6 SUBSIII PRODUCT REVISED 43 8011 S marBCH2•WIDE 41031 GLASS,BFADS&SUJODNE ae a pl�iag with the PtorMa 90 aAzNosw4IANr DOW CURK1NGS99.983.995 AllM Building COde 44 RMGTBMTEd1IDB&STIMSWW8a2X3WSSPHRI. 1B);38PF17C NOA-No. 16-0629.16 43 601811 SXBCT-SIROMPIATEATAS1RACKL C17VEMaw WS1104351 91 7/16°IAAC TED CBASS 16" 090 14VI 14) 46 8038L IPFf-STPtKEPIATEATASMOAL CIMHNC23D WSLIWWSI 92 7/16'LA?ANAMM CIAS8 18 090 3/16'} 6Cpiratloa Data 02/2'4/2620 47 MVMPIATES(R1:WS 8-32X 378'SS PSELTR 78fOBPFI7C 93 7/16•LAMINATED CLASS 6' O7SVAAVA.3(1-HS)If BY 48 S1 MP3ATSMIDDIESCP2W6•24X 17 PH 7617FM 94 7/8"LAMLQ(MleRNATED BASS G93fI AMA 09 3/1MM BBiam not Co tro 49 8076 SITUIMPLATEATHPAD&SRL 95 7/81AMIL4 BT 1/4 SPA 3116°A 0933 3136' 50 HFADSTIMS(REVISSSBX MIMLPH 785VAX 96 7/r LCAIILO 6'T 1/4SPACX 3/16"HS 090 3/16° 31 SIRO(EPIATBSCRBWS SS 8%V2 P3MLUNDERCU•FH 78XUPFHUX 97 7/8"IAMILOC3l16!T 1/4"SPA 3116'ANN.ONVANCEVA.3/16" 52 8041 lAcnvEnwwwwAm 98 MIA MILO 6•T V4"SPACrkYIC' 075VAIW.EV 316' :}l':. ••, 33 908 PASSNBTRHd SLI' LANpA • • • • • • • SM BACKHEAD 05 Ell 30 8044 SfAS•EESSSLID.PASSIVEIDMCMR • • • • • • 106 S02S4 SLHAMEAD•••57m14A 70PRAIL OBOLTDE4 • • 6023A 7/I6'HEAD56 6043A 11011OM RAIL aga •• ••• • 6m17.1 • • • 108 SM4A 7/B IOBFADs7 fne-x2 I/I"IAciao TS 75MLBOLTX 109 1224 v1NY1 t3lAEw6TP Q46 0� • ••• • ••0 • ••• Rjy�TSLIST - ••t" • • : • • • Y•• . . ALUM.FRENCH DOOR&SIDE LITES.IMPACT • •• D• � al. /l L1T(N 1/11LLER P.E. • FD750 NA 7 d 12 8000.11 F FL P.E.#58705 FJC 5?l19/04 LT. 4&M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T- F-- .o6z .062 2.238 .050 1.160 x.027 1.0001 L .663s1 1 --3.638 �� 3.636 1.353 - 1.033 .050 640 J #8006 6063-T6 #8003A 6063-T6 #8004C 6063-T5 #8008 6063-T5 #8007 6063-T6 O AND SIDEL D,JAMB O OUT-SWING SILL O OS SILL COVER O DRIP CAP O SCREW COVER SILL T- .074 �3.018� , 2000 1.376 1.488 583 .050 T I 3.6m 1 j� � 3.890 .050 12 017 �J INSTAL PLATE 10 OUT-SWING LOW SILL 200 STILE�T6 23 STOP SWEEP 5 A76 050 1,838 .100 11.46 .938 1 .797 j-� 8.260 -I f- T 4.434 --�{ } 2240 #8013 6063-T6 14 #8016 6063-T5 22 BOTTOM RAIL 21 STTS OP RAIL241 BOTTOM SWEEP PRODUCT RMSED =Ids"t7orMa T T 6aiding Code .076 NOA-Ne. 16.0029.16 .076 Expkatron nate 02!2412020 1.938 .100 1.938 1 � �1.467 1.170 B, IYOa uet Control i r• 8256 _I �-4.434 #8013A 6063rT6•• • • . #8014A 6063-T5 #8015 6063-T6 56 BOTTOM RAIL,LA(l BOLT QESLCII; ; �g TOP RAIL,LAG BOLT DESIGN 26 ASTRAGAL Gt F16 • , EXTRUSION PROFILES ame aowme 000 • • t • y at :< oa< a ALUM FRENCH DOOR&SIDE WES,IMPACT •• • • •• • • 40, rs� &A wer a c�.e ,, ' ar A LYNN MILLER P.E. FX 1T/C.iRl4LT.a •• • ••• • i • e ® F07S0 1/2 8 m 12 8000-11 F FL P.E.#56705 ••• • • • • •.• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 142 2260 7421 ,076 .075 072127 27 #8021B 6063-T6 28 #8020A 6063-T6 #80 3U 29 #8018 6063-T5 #8019A6063-T6 GEAR HINGE,JAMB GEAR HINGE,COVER HINGE, BACK-UP GEAR HINGE, DOOR .125 3251 .062 i .050 �3.77b—+I 1 � { 1.812 .060 438 � .0� 1� II1 .100 1.� 1.835 2622 125 3.638• —L 80 #8033B 6105-T5 61 S#8LH�TRIM O SUBSIIL#805L OPTIONAL 70 #8010 6063-T6 37 #8039 6063-T6 OFD ASSY BEAM NARROW SL JAMB TRUSS CLAMP 1.169 040 442 .985 .750 .045 .437 985 "046 I.818 a50 5 #80 ACKBEAD � 716 A BEAD 5 #8024AG #8029 6063-T5 BACKBEEADSBEAD T5 62 SLJAMB TRIM ALUMINUM SILICON HOTVELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 5116'NOM. SILICONE 5118'NOM. SEAL POL STRUCTURALYLEN 1W NOM. FOAM 3118'NOM. BUTYL& VINTGLASS LICONE SEAL WITH DESICCANT VVITH DESICCANT ROLL-FORMED DESICCANT FOAM STAINLESS STEEL EXT GLASS EXT GLASS � GLASS PRODUCT REVISED es eomp cod with the FWdde EXT.GLASS NaCode 16-0629.16 o Fuphation Gate 0224/2020 INT.GLASS INT.GLASS INT.GLASS Sy KODISPACE SSUPER 102 DURASEAL® XL EDGE'"' M edaetcon bul 0 4SG TPS SPACEW NXT'a O SPACER SPACER Part III Description Material 100 Kcffmrft 4SG TPS SpWWiFYSW9* • • • • • •• 101 Quanex Super Spacer r0a2dffi Hot M Butt• • •• 102 Quanex Duraseai Spacer • • • • 103 Cardinal)L Edge Spacar •• 000 •• i • 0 •• 1 '~ REFERENCE TEST REPORTS: -8717.Mg—&8-970 . +R• aware F AMMSPAGERM EXTRUSION PROFILES • ••• • • ro"ove ;122E&Ew�; ALUM.FRENCH DOOR&SIDE L.ITES,IMPACT • • •AOt8gX16�B e,e,,,,�. e� ■,,," aary/a eic A LYNN PALL911,P.E. F.K4/6iti5 • •• • • • • • R3rar� ® FD7>i7 1/2 9 +12 8000-11 F FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• �°'� �'{ �-- — { -�{ 12' �� J6� �� 6v1 3° 18• I�r F-3 11• 11° 3'MIN. HEAD&SILL 11• 3'MIN. - -HEAD&SILL 11° TYP. ANCHOR TYP. ANCHOR CLUSTER CLUSTER 10.571' I[TYPICAL) (TYPICAL) 10.571' MAX, MAX O.C. O.C. JAMB JAMB O. JAMB JAMB 6' ANCHORS 18. ANCHORS ANCHORS 18.500° ANCHORS HT. QTY. MAX• HT. OTY. HT. QTY. HT. CITY. 963/4--(5) O.C• 96314'-(g) 95314--(5) D.C. 953/4'-(8) 91314"-(5) 013/4--(S) 81 3/4°-(5) (2)EQ. (3)EQ. 913/4--(8) 87314 -(5) 87 314'-(8) 87314--(5) SP.TYP. SP.TYP. 87 314'-(8) 833/4'-(5) 83 314•-(7) 83314'-(S) 833(4"-(7) 79314'-(5) 11" 78314'-(7) 11• 79314"-(5) X11• 79314"-(7) 11' DETAIL A(CONCRETE) DETAIL B(WOOD) DETAIL C(CONCRETE) ISEENOTE5 f DETAIL D(WOOD) SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) REGARDING (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: Of EENNCIRRCCLED ANCHOR TYPES: 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS.DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH DARE MAXIMUMS. 2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2 414"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREW(G5) CONCRETE SUBSTRATE USE TYPE 1 AT 13/8'MIN.EMBEDMENT OR TYPE 2 AT 13/4'EMBEDMENT. 1314'MIN.EDGE DISTANCE FOR BOTH. WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1 318"MIN.EMBEDMENT. 3.SINGLE PANEL CONFIGURATIONS:(DETAIL A.CONCRETE SUBSTRATE.DETAIL B,WOOD SUBSTRATE) PRODUCT REVISED as Marlds HEAD AND SILL..-..8'MAX.FROM FRAME CORNERS. Buildingwtodew fth me JAMBS............._.....11'MAX FROM FRAME CORNERS,18.500'MAX O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.571'MAX.O.C.WOOD SUBSTRATE(DETAIL B} MOA-**. 16-0629.16 4.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C,CONCRETE SUBSTRATE) PxpkaUoe Date 02124/2020 HEAD AND BILL 6*MAX FROM FRAME CORNERS,AND AT 3"AND 6"MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4} JAMBS..-11'MAX FROM FRAME CORNERS AND 18.500"MAX O.C. 5.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL D,WOOD SUBSTRATE) HEAD AND SILL..-.8'MAX FRQM FRAME GIORNERS,ANDIkT 9',69,9-tND 12'MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8� PLUS ENCIRCLED ANCPIO L,,��,*,� d,,., UIRED ONLY ON PANEL WIDTHS OVER 27 314•. JAMBS............».......11'MAX FROIk j7wA`t.O VF S 4I()47l AX QC. " iawa ami 6:L:, 0901M.FANCHORAGE SPACING : si srns Uhl ALUM.FRENCH DOOR&SIDE LITES,IMPACT • • •• • • • • •pp,gpx g � saa. er.c �� A.LYNN MILLER,P.E—, •FIG 1223/09 4/8>05 ••• • • • FD730 1/4 10 s 12 8000-11 F FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• CONCRETE ANCHOR WOOD ANCHOR IM MAX. WOOD ANCHOR, CONCRETE ANCHOR114*MAX SEE NOTE 1 OPTIONAL SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL 1/4'MAX (NOTE 1) GROUT, 84 1/4'MAX SEE 84 NOTE 5 GROUT, SEE SEE-1 NOTE 6 GROUT 'E NOTE 5 NOTE 5 ti EMBED.V !4.NEM 3.4 KSI'MIN —T ;il&�-iN:-�- 13V S 13/8' MIN. CONCRETE MIN. 2x WOOD,SEE 2x WOOD,SEE w: N I CONCRETE' NOTE 1 NOTES NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) EXTERIOR INTERIOR (ALL HEAD&SILL SECTIONS) EMBED. -3. kgIgR., CONCRETE' SEE 1/4' BED. MAX NOTE I SEE 2x WOOD 13/8*MIN. SHIM .4 ft MIN.--- CQNC.—..' NOTE I SEENOTE3F- -1 1x WOOD SEE NOTE 3 IW MAX MAX do SHIM SHIM "Tr CONCRETE4 EE NOTE CONCRETE ANCHOR SEE NOTE I - WOOD ANCHOR SEE NOTE , PRODUCT REVISED ANCHOR,S E2 m— lmo=wm the Florma i Buffeling a TYPICAL DOOR&SIDE LITE HEAD No"o. 16-0629.16 E)VnMM Date 02/24/2020 NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114"ULTRACONS OR 114r SS4 CRETE-FLEX. MIN.DISTANCE ft FROM ANCHOR TO CONCRETE EDGE IS 13/4'. MIN.EMBEDMENT*114-ULTRAGON-1 318-,IW SS4 CRETE-FLEX-1 314'. 2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G6)OR ELCO 19-SS4 CRETE-FLEX-1 318'MIN.EMBEDMENT FOR EITHER 3.WOOD BUCKS DEPICTED AS lx ARE LESS THAN 11 Ir THICK lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 Irr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTIQ AHS ' 4.FOR ATTACHMENT TO ALUM:TIATChtAU�BE A MIN>}TR•iNOTH OF 6063 75 AND A MIN.OF 118'TFIICK.THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO " PROVIDE FULL SUPPORT TO THF DOOR FRAME aEB11I.lIR TO TSH IN THE DETAILS ON THtS SHEET FOR 2x WOOD BUCKS.THE ANCHOR SHALL BEA#12 SMS • �f`' _ 'fl WITH FULL ENGAGEMENT INTO TVI�ALUIR.�F'�iE�E R M ,•THE PRESSURES SHOWN�I SHEET 3 AND ANCHORAGE SPACWG FOR WOOD SHOWN _ 5. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NONSHRINK NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS} MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT LS NOT TIGHT TO THE SUBSTRATE.AND TRANSFER SHEAR LOAD TO SUBSTRATE. - �' � 1 00 D 0 epasoxfop ALUM.FRENCH DOOR d SIDE LITES,IMPACT 0--- AA&ij FL o�waaR A.LYNN MILLERP.E. LT. Asw =74 FDnw �114 1 11 -12 JWOO-ll F FL P.E.#rA706 FX 12123104 • aEXTERIOR INTERIOR E:> CONCRETE OPTIONAL OPTIONAL (ALL SILL SECTIONS) ANCHOR SEE NOTE 1, 84 84 SHEET 11 WOOD CONCRETE ANCHOR WOOD ANCHOR ANCHOR 1/4'MAX SEE NOTE 2,_ SEE NOTE 1,SHEET 11 SEE NOTE 1, 2 2 SHEET 11 2 2 114*hM. cm —GROUT, 1/4"MAX OR 1/4*MAX OR GROUT, SHEET11 10 SEE NOTE GROUT 10 GROUT, 10 SEE NOTE 5.-1 5,SHEET 11 SEE SEE NOTE SHEET 11 N S.SHEET 11 2� SHE 14 EMBED. :44'S - EMBED. T-7 3 4 KSI NIIN.'.: 3 % 13/8' 13Ar 2x ;,"CONC SEE NOTE 11, EE NOTE 1, MIN. NOTE 3,= MIN. SEE NOTE 3,-- v v — SHEET11 SHEET 11 SHEET 11f= SHEET 1 TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) EMBED. EMBED ASEE SEE CONCRETE CONCRETE NOTE 1, NOTE 1, ANCHOR— ANCHOR SHEET 11 HEET 11I SEE NOTE 1 13VI SEE NOTE 2, INTERIOR SHEETli MIN. SHEET 11 (ALL JAMB SECTIONS) CONCRETE ANCHOR U I III , EXTERIOR SEE NOTE 1, SHEET 11 3.4 KSI MIN.-.'- CONCRETE'`' '�.;!'.'� r OR 16 KSI PRODUCT REVISED 3.4 KSI MIN. MIN.CM as wmplytnq with the Morlds Building 0 CONCRETE 2x WOOD, NOA No. 160629.16 lx WOOD. SEE NOTE*3 EE , ExpinDate 0212412020 S NOTE SHEET 11 &[� II SHEET BY 114-MAX SHIM----] MAX SHIM 41- 114'MAX SHIM----4 lfilmn�-�mduat C4mtml g RICAL DOOR&SIDE LITE JAMB go: on 0 00 0or. qp---gr ANCHORAGE DETAILS •o 0 0 0 0 #aWMM 0 FL3C ALUM.FRENCH DOOR SIDE LITES,IMPACT 00 0 0 00 0 0 -0-0- AkWTFl%74 A.uVi4romiLLER P.E. *00 0 0 FVM 114 1 12 -12 8000-11 F FL P.E.#58705 FJC 0:0 0:4 0 0 0 0 V ':• 000 .:. :0 • f MIAMI•DADE MIAMI-DARE COUNTY # PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Ine. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impacf',sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn 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 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require fall length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO.The lower design pressure from X,XX door or 0(sidelite)shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. '/4"Elco Ultracon(former Tapcon)to be 4"OC into Conc.and 6"into CMU(jambs). 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. :*00:0 RENEWAL of this NOA shall be considered after a renewal application has been filed and theca has begin no change• in the applicable building code negatively affecting the performance of this product. .••••• -06..- •606;• TERMINATION of this NOA will occur after the expiration date or if there has been a nm9 oa or changein the • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an enddf S@i1wnt of Eby product,* • for sales,advertising or any other purposes shall automatically terminate this NOA.Failure 0000..fdEdmply 6 000 0966. 4ith My sectibh: of this NOA shall be cause for termination and removal of NOA. . • 000000 .. . 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Blonde,and followed by the . expiration date may be displayed in advertising literature. If any portion of the NOA is displayeJ,then it shaill be done-*• 0 in its entirety. . 0 00.. 00000.• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or ils distil ugiy,and 6 00 shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0528.24 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. M1AM cou�r�r NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 Page 1 1`� PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No.11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/ TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked—up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc., Test Reports No(s) FTL- 6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P. E. (Submitted under files#12- 0516.02/#11-1013.22) 3. Test report 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 Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No FTL—=U,:dated 05/05/2007,signed and sealed by Carlos S.Rionda,P. E. (Submitted underriQ t 12-5 6•.Q2/#11- •0• 1013.22) • ...... .... ...... C. CALCULATIONS (Submitted under file#15-0528.24) •••0.: 1. Anchor verification calculations and structural analysis dated 05/22/15,. OMDIying v&i' BC-..... 214 (5a'Edition),prepared by PGT, signed and sealed by Lynn Miller-F .: 0• :11: ••:••0 2. Glazing complies w/ASTMS-1300-02, 04&-09. 00 0 ...... . . . . D. QUALITY ASSURANCE """ 1. Miami Dade Department of Regulatory and Economic Resources(RER•,,•• : 0.000 :••••: . . ^Thaq I.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours& Co., Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS(Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'edition) and letter of no financial interest, prepared by PGT,dated 05/22/15,signed and sealed by Lynn Nfiller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-0528.24,expiring 10/18/17. 2. Test proposal# 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 9..69. .000.0 .. 0000 . 0000.. 00 to,**0 00000. 669.4. 9 0000.. •009 .9 0000 . 0000.. 0000 0000. 9 . . 0000 .. . 0000.. 696969 . . . 0 . •..0.6 •..... . . ..66.4 9 haq I.Chands,P.E. Product Control Examiner NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 Miami Shores Village bOX• Building Department 10050 NE 2 AVE Miami Shores, FL 33138 WS I6-289-7 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete Items 1,2,and 3.Also complete A. Signature Item 4 If Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the maiiplece, or on the front if space permits. D. Is delivery address different from Rem 1? M Yes 1. Article Addressed to: p� If YES,enter delivery address below: 13No bf-ad Ivey [ rYnv) 12-5 Nf 013 S�- M;arum FL 33138 8. Service Type V Certified Mail® ❑Priority Mail Express- 13 Registered V Return Receipt ❑Insured Mail 13 Collect on Delivery 4. Restricted Delivery?(Extra Fee) p Yes 2 Article Number frmnsferfrom service tabeq ="" 7 015 1660 0000 4361 9744 P.RFnrm 3811 .h dv 4fi1.q nnmactlre Rah im Racalnt (Mil It C4��r�lrr��f��ri�r� �r l �� .11."11111111 UNITED STATES First-Class Mail Posta USPSge&Fees Paid Permit No.G-10 boxO Miami Shores Village Building Department 10050 ISE 2 AVE Miami Shores, FL 33138 SENDERE COMPLETE • •MPLETE THIS SECTION ON DELIVERY ■ Complete Items 1,2,and 3.Also complete ' A. Signature Item 4 if Restricted Delivery Is desired. X gent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. - B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the malipiece, or on the front If space permits. tbof a 1. Article Addressed to: D.Is delivery address different from Item 1? ❑Yes If YES,enter delivery address below: ❑No -�tA' A44 4� ONcA S`C A &- Nw 24 -�rzRrL. �L, r,1— 35 1 2 3.I SServiooType �� Certified Male Priority Mali Fxprags'" Registered Retum Receipt 9m MweW10jes ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number _ (Transfer from service 7 015 1660 0,000 4361 9737 PS Form 3811.July 2013 Domestic Return Recelot STANDARDS USED: 2014 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) •ASTMEORIDABUILDING CODE(FBC)STHEDmoN •ASTM E7300-09 •ANSYAF&PA NDS-2012 FOR WOOD CONSTRUCTION /Rq,D(ICPItEV1 n 1.GLAZING OPTIONS: -ALUMINUM DESIGN MANUAL_ADM-2010 ��M1 MH 1M Flo" A 3/8'LAMI NOM.(.402')CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISISlW-07/S'2-2010 6�IA0�•�O�M��«zq.ly SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16°HEAT STRENGTHENED GLASS. 0v&A oevWft__z 47 B.3/8'LAMI NOM.(.402')CONSISTING OF(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE 4 MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. lino t�a5ea uad C.7/16'LAM[NOM.(.4659 CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. D.7/16'LAMI NOM.(.4659 CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX(KEEPSAFE Y 04 W MAXIMUM PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. E.13!16"LAMI IG NOM.(.8409 CONSISTING OF(1)LITE OF 3/16'TEMPERED GLASS,114'AIRSPACE,(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP c F- INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. 9 4 Q 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET � g O d A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 O g B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300, CONFIGURATIONS...........1 It — p 3.CONFIGURATIONS:X,O,XX XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS...........1 c6 10 4.ANCHORAGE:THE 33 113% INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 m 1W- SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 = J W 5.SHUTTERS ARE NOT REQUIRED. HOR Z.SECTIONS........... 5 c Q Q O 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 8 r W `- 7.REFERENCES: EXTRUSIONS................... 6.7 w �j WO v TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA'S:;ANSIlAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 a � O DESIGN MANUAL. q Z 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY a 2 H HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS Z 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED (D V A THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. t j Q U p 93 93 91 o FEW Z) IU- 6 U- , Z 30 30 30 u- 80'83 ® CyyyN„N � p��Mpj is 73 112•GLASS BITE 73 nI/02'GLWASS BITE 74 1/2"GLASS BITE2.mEXTERIOR EXTERIOR 0 a a 94 0� 118"AN.OR 3/16'AN.OR 114"AIRSPACE HS.GLASS HS.GLASS LA HS. I I i4S•• • • t�9.OPVB INTERLAYER GLASS (DUPONT GLA 3/16 'TP.GLASS GLASS .09D PVB INTERLAYER GLA3lS' • •• ••• • • •. (DUPONT BUTACITE OR •i ••i i i i•i ftPONT BUTACITE OR SAFLEX/KEEPSAFE • • • • • • • • �SAFLEX/KEEPSAFE .090 PVB INTERLAYER 1/8"HS.GLASS q r MAXIMUM) • ••• •• • • • •• MAXIMUM) (DUPONT BUTACITE) -k58705 318"NOM. 7/16'NOM. 13/16'NOM. /• � :� No. GLASS STACKGLASS 3/8'LAIMNOSTACK GLS • STACK ='D FI. '., s pT of 4+ • ••• s•• • ••• , •' : : 7!16"LAMI NOM. 13/16"LAMI IG NOM. -=��•.pLORvo?:-.:��•�`?� GLAZING OPTIO O •B,*IVOYt I V'I.AZING OPTION C OR D, NOTE 1 GLAZING OPTION E,NOTE 1 . . AiMNt1 MatEis P.E P.E.d 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: ►Rom,craev APPROVED CONFIGURATIONS:X XX,O,OX XO,OXO,XXO,OXX&OXXO (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: ' REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318'LAMI(118"A_090 PVB,311("HS) 1-662q.t j B.3/8"LAMI(1/8"HS,.090 PVB,3118"HS) DOORS WITH GLASS TYPES A,B,C,D ORE LAMI(3116"A,.090 PVB,3118' C.7/18° HS) �r r"aasec HEIGHT D.7/16'LAMI(3116"HS,.090 PVB,3116'HS) X WIDTH XX WIDTH6 -79 3/4" 7°-83 3!4" 87 s °-95 314" E.13/16"LAMI IG(3116"TP,1/4"AIRSPACE,118'HS,.090 PVB,3/16"HS) 314° 91 314" 8 30 371/2" 6° 71314!' +75.0 -75.01+75.01-75.01+75.01-75.01+75.01-75.0 +75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. �[ U- MAX.OX/XO WIDTH =731/2' 1- 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=109112" 273/4- +75.0 _75.01+75.01_75.01+75.01_75.01+75.01-75.0 +75.0 -75.0 MAX.XXO/OXX WIDTH=107 314" 0) p D_ MAX OXXO WIDTH=143 314' 61-0 g `6 361/8" +75.0 -75.01+75.01-75.01+71.41 -71.41+67.61-67.6 +64.2 -64.2 D: - 3.SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118' fn go 36 314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE F O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 363/4- 1+75.01-75.01+75.01-76.01+75.01-75.01+7 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. w o P TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: *a o APPROVED CONFIGURATIONS:OX XO,OXOXO,OXX&OXXO EX.A FROM TABLE 1. to N ,X (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A U i O co D � 30°WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES REINFORCEMENT IS NOT REQUIRED AT DOOR 8;SIDE LITE CONNECTION Z DESIGN PRESSURE=+67.61-67.6 PSF GLASS TYPES A,B,C,D OR E W Z HEIGHT EX.B FROM TABLE 1. it w OXXO WITH GLASS TYPE A O. it X WIDTH XX WWDTH 68-79 314" 1 7°-83 3/4" 87 3/4" 91 3/4" 8°-95 314" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36112"SIDE LITES Z u- 25 1/2- -25112" 4° 473/4- +58.6 -58.61+55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47A DESIGN PRESSURE=+70.4/-70.4 PSF C7 N j LL 27112" 51 314" +54.9 -54.91+51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2 OXO WITH GLASS TYPE C 29112" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30'WIDE x 87 314'HIGH SINGLE DOOR WITH 26"SIDE LITES 2e 31 11Z'l 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.31 DESIGN PRESSURE=+43.6/-43.6 PSF 28 33112" 54 63314- +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 •O FROM TABLE 2. OXXO WITH GLASS TYPE C c 4'x� 35112" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314'WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES z u -' DESIGN PRESSURE=+43.11-43.1 PSF 'o v 39 37112" 60 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34,0 -34.0 a O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH c z z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 314" +75.0 -75.0 +75.0 gln "tO 49.0 T15A -25.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 68.5 +65.0 -66.0 +81.9 1.9 X59.0 -59.0 SIDE LITE 21314" +64.5 -64.5 +61.0 9I.0 43?.8 31.8 1-55.6 -55.6 +52.4 -52.4 27 314" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 6 16 361/8" +35.2 -35.2 +35.2 -35V 435.2 N.2 *5.2 -3b•� +4?I -34.4 36 3/4" +34.0 -34.01+34.; '':14.0 +340'-340 +34. O +34.0 -34.0 A LYNNULLLER.P.E. •• • 000 • • • P.E.A68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -731/Z"f+- - -SEE NOTE 3►�--MAX MAXSEENOTE3 — 36 314 -MAX -36 34" 36 3/4" 36 314" 36 3/4' PRODl1Cf MAX Aaepera ne 16 •i 7 �v6MY.Date e 49 49 41 49 0 LL M3/4" ) U 10 co O .n woE� dAC E Er IE E[ EI JE X 1 0 0 X INACT O LU O a LL _ y SEE NOTE 4 OX OR XO SEE NOTE 4-1 OXO SEE NOTE 4 SEE NOTE 4 OXXO 41 SEE NOTE 4 O ch 36 3W' D 71 3/4"MAX. MAX. 19 37 12" 24 9116"MAX. U �A Lu MAX —I DLO(TYP)A B 33 518"MAX aLo(TYPJ G O LL95 314' o Q P 49 49 41 IG g HT. 10 TYP. 96314- W Q 10 �+ m 84 3/8 ) Q N DLO �MAX.. J 4' TYP. 71 DLO z�$ (TYP.) DOOR A o0 0 DLO HEIGHT =HEIGHT-11318" 0 40" DLO WIDTH X =DOOR WIDTH-1215/16' to i z (TMP)0� �� C� �c Fr F DLO WIDTH 70('=DOOR WIDTH2-115116" � X •k AG ZC iNA • ••• 1 O SIDE LITE !j DLO HEIGHT=HEIGHT-11318" • • • • • •• DLO WIDTH =WIDTH-31/8" NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. / 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. (b 3.SIDE LITES OVERLAP X AND""DOORS BY 3/4*WAEN atIBM=O MAY"',I(V,'OXO'Ma,'OXX'AND'OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LI 0 D OR COI�NE�TIONS(SEE APPi1CABILITY SHEET 2). 5.CLEAR OPENING FOR'X'AND)X DOORS ASIFOUPOWS1('X'OrIp 1LTF=-5 8)�(�CX'DOOR=DOOR WIDTM 4.079) •• •of ••• • • A• C/MV'ApLL705 ER P.E RE.k 88 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 swnucr aevap m omwwn w"ae 40 � 29.t7 EXTERIOR INTERIOR 4 10 1 2 60 Y U- 37 64 AT HEMIJAMB 0 I 65 AT SILUJAMBco k 0 - CLEAR-COLORED o SEALANT -� fA 1 o EXTERIOR INTERIOR UT Ul... HPA r 62 LU o 0 ® 63 LL .a O co w O O O MAX. U = Z MAX. MAX MAX. SIDE 62 Z DLO DOOR DLO LRE HEIGHT HEIGHT U U- o S L ® R �> m � N � p�ur xr! SL VIEW G-G �a CORNER ASSEMBLY 'Z 30 61 p 40 .. i.iBB '.: lose 11 i 13 DOOR SE9T. .•. ": ':'SL SECT. B-B VERTItA VERTICAL .• • ••• • • • A LYNN MILLM PE P.E.Y 58705 er • • • • • • • • • • • •• •• • • • •• •• 4 4 s�+eooucr MAX.')W WIDTH lool e►Lwtw �r� o � • a O Q �MAX.� MAX �+ DLO 'XX'SECT.C-C DLO 31 vi i o 35 36 34 44 HORIZ. 46 45 5 32 J P 20 0 C3 MAX'X'WIDTH `- rn U- co as O Z O O U O ~ W = Z • INTERIOR J U 0 w • Z itr.. O W o MAX. N g 46 21 DLo 'X' LL SECT. D-D HORIZ. EXTERIOR �_ Q 5 SPACING.SAME AS O 6T JAMB ANCHOR SPACING � ---MAX.SL WIDTH--�I MAX.SL WIDTH I I (SEE SHEETS 7,S AND 9) I I 63g°oN"'' � 62 �a 0 cz a v • •e 66 MAX %E!q- •• • • • •• �MAX. � DLO SEE TABLES 1 AND 2 AND DLO rr, 22 NOTES ON SHEETS 1 8 2 66 62 SL SECT. 6;•• ••goR AP;VCAqVV SL SECT. F-F HORIZ.(DOOFRYC SI©E 6IN: .' HORIZ.(SINGLE SIDE LITE) 0 es•• • ••• • • • A LYNN MILLER PE P.E.tl 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DING i PGTi OPTION 1 9738 W411 FRAME HEAD 2 1010 80300 PRR0D.vcr REV[S6'p. 3 7070 76K BULB WEATHESWUP.187 X.300 HIGH � SwN►II•Fbrid{ 4 955 79567( FLUSHSMTSTM(EPIATE 1-7 5 938 703OX 2 PT.LOCK STMMPLATE JLr Q. 8 858 7959A FRAME HEAD STRB(EPLATE BACKING PLATE SILICONE HOT-MELT BUTYL 7 783002FP)P AS-32X.500PHFLMS-S.S.W/SWCONEPATCH STRUCTURAL i 8 935 70� GASKET(BETWEEN 7H9iESHOLD&FRAME JAMB SILICONE NAS'+hHs,R Caend 9 998 70898 GASKET(BETWEEN HEAD&FRAME JAMB STRUCTURAL 1/4'NOM. FOAM 3116•NOM. 10 851A 6533D1S FILLER HEAD ADAPTER POLYISOBUTYLlTI WITH 11 11000 811000/7 OUTSWNG THRESHOLD WITH DESICCANT DESICCANT 12 '11- 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT BURYi32M1) 13 11004A 811001M OUTSWNGTHRESHOLDCMMFLOOVER EXT.GLASS EXT.GLASS N LL 14 110MA 4/1001A ACETAL SPACER ABB E R4-CT"MOLDED) 15 11002A 411002A ACETAL SPACER.O� 9LECTpN MOLD) F'•' 18 11003A 411003A ACETAL SPACE 8.140(INHOUSE INJECTION MOLDBD) 0 Q 20 S75D 60300 FRAME JAMB 21 1010 60300 M'rP..O-LIN.190 X.375 MGM 94T.GLASS INT.GLASS O 22 6808 88a08M REINFORCEMENT,I.000X27BOX0.650,WBI-75 23 1140 76X112PSAT9 AS X 1.300 PH SO A TIS ¢ z4 1078 71048 JAMB SCREW COVER CAP KODISPACE SUPER b 2 N goo 25 830 4172111 STRKE PLATE INSERT O 9/ m B LU p a�-- 2B lliSW 71r2l.N A 11017.780 PH.FL SMT 4SG TPS SPACER NXT H '2 27 7070 S70TOK SULB WEATHERSTRIP.187 X.300 HIGH J 8B 30 100 8910 DOOR PANEL.TOP&BOTrOM RAIL LU 31 S11E W11 DOOR PANEL.SIDE PALL O 32 017 7FMW HINGE EXIRUSPDN N LL 39 1178 7105BFP WJ3 010 X.825 PH.FL SMS ALUMINUM O 34 913A 60um TRUSS CLAMP 36 1130 STRODA 511&18 THREADED ROD REINFORCEMENTPOLYISO- DESICCANT FILL AREA < m 9-m 7880NILJrA 5116-18 FLANGED HEX NRJT BUTYLENE5116'NOM. c O 37 SW S0379M WFATFERSTRIP CHANNEL 5/16'NOM. SEAL 38 7834FPT X.75 PH.R.TEK BUTYL& SILICONE SEAL 0 Z 39 987 70997 CASKET(BEWVEEN PANEL HEAWSO.L&PANEL STOLES) DESICCANT ROLL-FORMED ¢ _ 40 10'23 679M W87P.,.197 X.250 HIGH.FNBEAL FOAM STAINLESS STEEL U 41 028 41720 SLOE BOLT ABBY.(WACnVE PANEL ONLY) �,.GLASS tD Z 42 1145 78X12FPAW ASX=PH FL SMS TYPE BDS LLL 43 1212 7P3000 SILL DUST'PLUG CTN£P EXT.GLASS F� O 44 9838 6983 DDDR PANEL ASTRAGAL 1 `O r 45 9849 6984 DOOR PANEL ASTRAGAL 2 u7 48 1213 6QZOOK N18TP„Q10N.190 X.200 HK;91 O LL 47 909 74UBLOK LOCK SUPPORTASSY.4170(&41700) INT.GLASS INT.GLASS < 48 1139 7634E X.750 PH.FL SANS 0a. 911a �� DURASEALO XL EDGETm so LEEVE 51 &I 41721 $1R PL INSERT MaCnVE PANEL OSPACER OSPACER 52 SM 7FRSPX DEADSOLT STWE PLATE • � 53 1118 71MWFA 010X.780 PH FL SMS 54 957 70957X HANDLE STRKE PLATE 45 1118 71DX34PFA 010 X.780 PH FL SMS 65 920D � swumHEADEa PaR7# De7�riptlon Material W 021D 6921 SIDE=881 sa Slas 80381 BWELnE JAMB 80 Kcmffmding 4SG TPS Specer System d x 63 1115 781POA i8 X 1.000 QUAD PN.SMB See thiso 0 B4 SIS IM HEAD oasKt 7s ) 81 Quanex Super Spacer nXr with Hot Malt Butyl Sheet 65 989 7889 SILL GASKETS(S7oCKNG 82 Quanex Duraseal Spacer 68 W” for Bi641M MUTE JAMB ADAPTER Matedals W 012 X t.DW SHEET METAL 8CtffiW . • • • •• 83 Cardinal)IL Edge Spacer 70 71SE-MNG 6 3132'X V4•X i•W • • • • • • ET RTS:FTL•8717,8968&8970 - 71 71267K SETTING BLOCK 1116'X 112'X 1'W • • • • • • • _ 72 4222A 842?2 BEAD,7118• • o• • • O ••• • 73 888 8988 BEAD,318• • • t • • • 02 888 84886 BEAD,INTERIOR •• • • • •• - 93 1224 ISM47 JELLS,THICK ED N EXTRUDED BEAD _ 94 GLA27NG SOX'ADE,DOW 899,90 OR FULWALENf 95 QLA88,318'IAMi-118•A,.80 PV8,3/18'HS M GLA88,318.0-V8•HE,.W PVB,311 H8 • ••• • ••• • •t• . (BASS,711W LAMI-3M9•A,.90 FVB,3116•HILI • • • • • • • • 08 IGLASS,WIT LAW-3118•HS,.90 PVB,3118•HHS • • • • • - 102 11WSA 141106A AFETAL SPACER M5(I RIME D) •�IV6 9 p.18,2;29,%S-59.:*69,74-79,84-91&99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 103 OFFTHE SHELF DEAD BOLT LOCK •• • • • A.LYNN MILLER,P.E. P.E.168706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODucrutvIM 1.750 1.750 1750 1.750 � �Floria► 1.620 ��sQeee �+ 1.480-+ 050 4�me�G4`Z� I I I I .250-moi Fes- 6 726 rr`Angr CwKp.�f 4.726 37 WEATHER 4.828 4.726 4' 062 050 STRIP CHANNEL N LL Y ��_• 4.000 .062 4.100 062 4.100 .062 3.400 6063-T5 4.675 (4.375 o U 4.675 4.100L A,0 0 p pa DOOR FRAME. 2.125 .125 W of o J-L20 JAMB J 6083-TB DOOR PANEL DOOR PANEL L11 0 30 O TTOP&fi BOTTOM RAIL 31 SERAIL DOOR PANEL DOOR PANEL r INTERIOR ASTRAGAL Qrj EXTERIOR ASTRAGAL HINGE to LL 6063-T5 6063-T56063-TS 6063-T5 ot1 O 1.500'{ 1ti 3.655 3111 1251 i-.�I F--.558 .890-.558 J_-"I F'-.525 -r{ O to .750 683 .050 683FLI.050 _ Z 550 1.400 .050 050 { 172 D5DZ W TRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD 3.000 •683 O 1 O FILLER HEAD ADAPTER O em-Ts 73 6063-TS 72 6063:M NLL O 6063-T6 1.092 8 LL {�--3.0 -►{00--- �-3.100-� IG GLAZING BEAD IA79 62 580 J AMB T6 74 6063-T5 �� m �NOfN 1.272 1.479 x 830 360 050 5.4x9` .075 5.212 055-�II�-� 1aY o O1 FRAME HEAD 6.085 OUTSWING THRESHOLD oz z 6063-T6 .075 13 CHANNEL COVER 4.586 6063-T6 •• • • • • 2.980 r--2.750- .079 •• •♦ •ti • i i iia Q50 469 3.000----1 3.100 I •.• • • • .650 11 OUTSWING THRESHOLD • • • • • • SLJAMB 1B 6063-T8 • • SL�i IEADEIZ� • • • SL SILL ADAPTER TUBE MULL .. $0 •6063 : . • : : :. 61 6063-Ts 66 22 t O 6063-T6 � 6063-T5 A, •• • ••• • • • LYNN RE P.E.#587 587055 •t• • • • • .•• • • • • • • • • • • • • •t •• • 6 • •• w• E" HEAD ENEE" ZONI IZON "D�ZONEE'W—1 ZON "� �ZO "D" ZON ' PRODUCf REVIM o ewmplyiog whb 9¢Fgwf& caft Evksom x=MINIMUM JAMB ANCHOR 1i �- LOCATION. now z X_ z z XX z z O z z XO OR OX z —=ADDITIONAL JAMB a LL N N N N N N N N ANCHOR LOCATION, U w co m to ca ca EQUALLY SPACED AS p REQUIRED PER TABLES O 'tet Q 3-7 ON SHEET 9. O p r 0 W 10 J � SILL SILL SILL ZONE CSILL . ZONE DSILL "�ZONE'D SILL "� ZONE"E"� �ZONE'D'�ZONE"E"� co co IL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O otS O HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ `0 ZONE ZONE ZONE ZONE ZONE "E" ZONE'F'� "E" rZONE"D"�ZONE"F"� .E" "E" �ZONE"F" ZONE"F°� "E 1 ANCHORAGE SOLUTION o l--- FOR A CONCRETE "' � z OXXO INSTALLATION Ld z w LLo A.19"x 83 314"SIDE LITES"B"AND O LL co in m 'E"ZONE ANCHORS FROM ' TABLE 7,SHEET 9. U j 0 N OXO N N XXO OR OXX N N OXXO N PLUS: Q m m m mm B.71 3/4"x 83 3/4"XX DOOR ZONE • m g gm •F"ANCHORS FROM TABLE 4, ® c N SHEET 9,EACH•I-ZONE. MR, $ SEE ENCIRCLED VALUES,SHEET 9 z d SOLUTION: a TOTALS(4)TYPE 1 OR 2 ANCHORSSILL c z }O E—{— SILL SILL E� SILL SILL SILL E� 124-- SILL � SILL --}-ZO E4 TYPE 1OR2ANCHORS ATHEAD "E" ZONE"F' ON ZONE"D" ZONE'F" ••• • • iE" • •ZOI y F' ZONE"F' AND AT SILL SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 • • • • • • • • SEE TABLE 7,SHT.9 • • EXA OP H8 GE FOR A 71 3/4"x 83 314""DOO •=ANCHOR LOCATION FOR • •• • I 10"x83 Y14"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE • • • NOTES: •• 000 •• • • • 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.114"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 6 $ I( 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,6"MIN.O.C.FOR CMM SEE E&VPLE OXXO ANCHOR LAYOUT ABOVE. f JAMBS(ALL):131/4"MAX.FROM CORNERS AND 23 1/8"MAX.O.C. • 000 • ••• • HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGACC*rrEI�S AND 207k MAX.O.C. i • HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 314"MAX.O.C. •• • • •• • • • • • 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER JCTHE Apg j0 h*lE TABVON SHEET 9. a LYNN MUER,P.E. P.E&58706 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • TABLE 3.X DOORS TABLE 4.XX DOORS TABLE b.O SIDE LITE TABLE 6.XO&OX TABLE 7.OXO.XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXO 1.1/4"ELCO TAPCONS r thew,W Ak GLASS TYPES A,B.C,D,E GLASS TYPES A,8,G D,E GLASS TYPESRig S. GLASS TYPES A B,C,D,E GLASS TYPES A,B.C.D.E �08� ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHDRTYPE ANCHORTYPE X10° f &SUBSTRATE 23,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONIC &SUBSTRATE &SUBSTRATE 2.3.VYOOD 1,2,CONC 6 SUBSTRATE 2.3.WOOD 1,2.CONIC 2.1/4'ELCO SS4 CRETE+LEX Fsplrriw Brta '7 MASONRYANCHORS DOOR WIDTHS LOAD ZONES DOORWDTFM LOAD WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES -ice^.,- S`�� "r-25.50 W "W-47.76 W W "0"-10.7 ''-25. "X-25.503.#12 SCREWS G5 O 37. TO 71.7 TO 36.75 TO 37. TO 37.50 L L m 4.ENCIRCLED ANCHOR :' w :' to 6 _ w �_ W QUANT1TtES IN TABLES 4 N W a j a a - " a - m �O bo < c O 71.75 m m AND 7 PERTAIN TO THE N m 8 m u� a g m a ~ m m m 8mm ' m m ' m EXAMPLE ANCHORAGE >y O U 2 a- a s 0 x i 3 a SIDE a a ¢ SIDE 0 X SOLUTION ON SHEET 8. < 1- O W G W -a LITE ? LITE WIDTH x HT. XXX 3 x X '3 W�x HT. ;� ' , , ' a m WIDTH x HT: o 0 0 o WIDTH x HT. o o x X o o X x WIDTH x HT. o o x o o K p J 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.7 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.7 4 2 ±.i 10.75 x79.76 4 2 4 2 �q O 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75-4 2 4 2 . 83.7 4 2 4 2 ' H W O 87.7 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.75 4 1 4 1 57.7 4 2 of 4 2 X 87.7 4 2 4 2 p Z 91.7 5 2 7 4 2 3 91.75 5 4 7 4. 2 3 91.7 4 1 4 1 91.7 4 2 0 4 2 0 91.75 4 2 4 2 O W 95.7 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.7 4 2 4 2 95.75 4 2 4 2 N ❑ O 27.50 x 79.7 5 2 7 4 2 3 61.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 1276 x 79.7 4 2 ,Q 4 2 �Q 1276 x 78.75 4 2 4 2 Q 0) LL 83.75 5 2 7 4 2 3 83.7 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 2 4 2 `f 83.75 4 2 4 2 O ca 1 O 67.75 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 2 m�m 4 2 m 87.75 4 2 O 91.7 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.7 4 2 F 4 2 FQ- 91.75 4 2 j 4 2 p (n 95.7 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.7 4 2 ±a 85.75 4 2 x 4 2 F ❑ $Z 29.50 x 79.7 5 2 8 412 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x78.7 4 3 LL 4 2 LL 19.00 x79.75 4 3 •. U. o o Q U 83.7 5 2 8 4 2 3 83.75 6 4 7 4 2 3 83.75 4 2 4 2 83.7 4 3 4 2 0 83.75 4 3 W 4 2 W ❑ Z 87.7 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 4 2 87.75 4 3 s 4 2 p d f 91.7 6 2 8 4 2 5 91.7 6 4 7 4 3 5 91.75 4 2 4 2 81.7 4 3 a 4 2 a 91.75 4 3 = 4 2 = O LL O 95.7 6 2 8 4 2 5 95.7 6 4 8 4 3 5 95.75 4 2 4 2 95.7 4 3 3 ±_j 95.75 4 3 0 4 2 31.50 x 78.7 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 a 4 2 G 21.75 x 79.7 4 3 77 y Z ❑ 83.7 6 2 8 4 2 5 83.7 b 5 8 4 2 3 83.75 4 2 4 2 83.7 4 3 = 4 2 = 83.7 4 3 LL 4 2 LL Q shy 87.7 6 2 8 4 2 5 87.7 6 5 8 4 3 5 87.7 4 2 4 2 87.7 4 3 YI 4 2 uT 87.7 4 3 -4 4 2 4 91.7 6 2 8 4 2 5 91.7 8 5 8 4 3 5 91.7 5 2 4 2 91.7 5 3 Z_3 4 2 7 91.7 5 3 0 4 2 0 m 95.7 7 2 10 4 2 5 85.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 W 4 2 W 95.7 5 3 "� 4 2 14 ® c a ^ a N N 33.50 x79.7 6 3 8 4 3 3 63.75 x 79.7 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75x78.75 5 3 4 2 27.75 x 79.7 5 3 m 4 83.7 8 3 8 4 3 5 83.7 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 0 4 2 0 83.7 5 3 r 4 2 F 0 x 4' Z m•y 87.7 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 6 3 4 2 67.7 5 3 4 2 0 c� o 91.75- 3 10 4 3 5 91.7 6 5 8 4 3 5 91.7 6 2 4 2 91.75 8 3 w 4 3 u� 91.7 6 3 4 95.7 7 3 10 4 3 5 85.7 7 8 10 4 3 5 95.75 6 2 4 2 95.75 8 3 m 4 3 07 96.751613 4 3 35.50 x 79.7 8 3 8 4 3 5 67.75x79.75 6 5 8 4 3 5 38.13 x 78.75 8 3 $434 36.13x79.75 6 4 F 4 3 36.13 x 78.7 8 4 4 3 83.7 8 3 8 4 3 5 83.7 6 5 8 4 3 6 83.76 6 3 0 0 83.7 6 4 4 3 p 83.7 6 4 2 4 3 87.7 8 3 8 4 3 5 87.7 6 5 8 4 3 5 87.75 7 3 • • i7.7 7 5 4 3 87.7 7 5 4 4 3 91.7 7 3 10 4 3 5 91.7 7 5 10 4 3 5 91.75 7 3 �1.7 3 0 4 3 p 81.7 7 5 tr 4 3 a 95.7 7 3 10 4 3 5 95.7517 6 10 4 3 5 85.75 7 30 • • 95.7 7 = 4 3 V 95.7 7 5 = 4 3S37.60 x79.7 6 3 8 4 3 5 71.75 x 79.7 6 5 6 4 3 5 36.75 x 79.75 8 3 38.75 x79.75 6 4 4 3 4 38.75 x 79.7 6 4 4 383.75 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.75 8 3 83.75 6 4 4 3 g 83.75 8 4 uT 4 3 87.75 7 3 10 4 3 5 87.7 6 5 9 4 3 5 87.7 7 3 4 3 ••BL75 7 5 <-� 87.75 7 5 4 3 (!l 91.75 7 3 10 4 3 5 91.7 7 6 10 4 3 5 91.75 3 .4 3 • 90.7 7 6 3 Wy 91.75 7 5 4 3 95.75 7 3 10 4 3 5 95.7 7 6 10 4 3 5 95.75•7 3 4 3 •85.7 7 46 1 4 3 95.75 7 6 4 3 • •• • • • • A.LYNN M LLER,P.E. •• • ••• • • • P.E.95B7TD5 ••• • f • • ••• • • • • ••• • • • • • • • • • • • • 2X WOOD 13/4' 134' 2X WOOD 'A KSI MIN.CONC. 1314- 1314-MIN.E.D. mus E 0 �-M-IN E.D--�—M;N ED. BUCK NOTE 2 1 PReaucrREvow BUCK NOTE 2 3 4 KSI MIN.CONC. 1XWOOD BUCK NOTE 2 1 3/8"TYPE 1 Pees 1 3f8TYPE 1 IXWOOD 1 3/4'TYPE 2 1 3/4"TYPE 2 1 BUCK NOTE 2 13/8"MiN. Do!-�Utj MIN. IW MAX —T —1 IW MAX 1W MAX 114`MAX WOODSHIM EXT. SHIM SHIM SHIM ANCHOR CONC. EXT. -WOOD EXT- -CONC. EXT- TYPE 2 OR 3, ANCHOR, ANCHOR ANCHO1 R, 04 LL NOTE I NOTE 1 JV_TYPE 2 OR 3, 4 NOTE .9 1 114-TYPE 1 OR 2(CMU) NOTE I ETV DOOR HEAD(WOOD) DOOR HEAD(GONG) Q SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) I&W TYPE 1(CO N 1 3/8" I 314r TYPE 2(CONC) 1/4"MAX.SHIM MIN. 114^MAX 1 1/4"TYPE I OR 2(CMU) Ix LO SHIM 1/4•MAX.SHIM 114'MAX 0 —T 13/8'MIN. H'Mirr= 1318-TYPE 1(CONC) C6 A c� .1 3/4"MIN.E.D. 1314'TYPE 2(CONC) w • ANCHOR N.E.D. WOOD CONIC. 13/4! ANCHOR, t ON CONC • NOTE 1 w STAGGERED ANCHOR 1.5 KSI MIN.CMU OR u- CENTERS, ON \O -WOOD 3.4 KSI MIN.CONC. 0 TYPE STAGGERED :--T ANCHOR, 0 1 -MIN.E.D. 20R3, CENTERS, -.1314 TYPE 20R3, N NOTE < 0 V) WOOD 2X WOOD NOTE IF 2X#WOODEXT. ix BUCK z BUCK NOTE 2 NOTE 3.4 KSI MIN.CONC. BUM NOTE 2 IX WOOD BUCK NOTE 2 EXT. X: UJ w DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) Z CONC.ANCHOR, WOOD ANCHOR TYPE 2 LIJ WOOD ANCHOR,TYPE 2 OR 3 N OR 3,NOTE I NOTE LCL NOTE -CONC.ANCHOR NOTE 1 - 1X WOOD 0 EXT. m NOTE MAXUCK NOTE 2 .0 =) LL 9XT- 1/4"MAX ' 1/4'MAX SHIM W MAX. SHIM SHIM IN. 13/8'TYPE I 1318"M I 3fr TYPE 2 1 Wr MIN. X23 -',9.3/8'TYPE I 3.4 HSI MIN. 34"TYPE 2 Ogg., 1 W4" 3.4 KSI MIN.CONC. CONE 2X WOOD BUCK NOTE 2 --�INI.E.D. 2X WOOD BUCK NOTE 2 1 - 5 1- 1314' q o o DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) oZ NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE CO"AP ft)V AD It*-CAP6898 EMBEDDED 1 318*MIN.(TYPE 1)OR 114-SS4 CRETE-FLEX EMBEDDED I 314"MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CEN:ER OF AtZH83 i0 SONICRETEPEDGE IS 1 314". FOR WOOD INSTALLATIONS USE #12 SCREWS,G5(TYPE 3)OR ELCO 114-SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3ff"MIN.r1R P 2) 2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 1/2"THICK Ix WOOD BUCKS A%_901-ri I JN%TA-L&DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 11/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK NON-METALLIC G� LIT(3400 PSI MIN.),(DONE BY OTHERS) 14-7 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO 41-IE SUBSTRAI,%ND 4*MSFE AD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND%20 OR AS PROVED BY THE AUTHORITY HAVING JURISDICTION. A-LYNN MUER RE go • *of 0 1 P.E.#68706 0.0 r • � � Qk 'v' Miami Shores Village EC 0 1 2016 �ti�► Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20h BUILDING CANCELLED Master Permit No. W S 1 (10' 2.�q PERMIT APPLICATION Sub Permit Ivo. gy (BUILDING ❑ ELECTRIC (-� ROOFING 5dREVISION F1 EXTENSION ❑RENEWAL F--J PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CCHANGE OF ONTRACTOR F-]CAN ®®�'J SSM S JOB ADDRESS:._,;,9 NO(��2s-k q2) 5► e-] City: Miami Shores "" County: Miami Dade Zip: Folio/Parcel#: t --X(0_n LA ()�Wc Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: ,1 Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �R A`a 1x4 �N Phone#: Address: -425 N (J)0PQj* q'�) 5tf�e-'F City: M am i_Shol e S State: FL- Zip: S 3 1 ?)w Tenant/Lessee Name: Phone#: Email: PP � -1 CONTRACTOR:Company Name: Raw W)►T dC L0 D\2&i bL20O(5 Phone#: 2J 7 i(P-4qo Address:.-d� g�JV Lt) r A [eq^ City: mk ^ C�`(XTJ ^ State: ` L Zip: QualifierName: AQP� iy-o cortQ Phone#: State Certification or Registration#: SCG 11?11151345 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: / Value of Work for this Permit:$ /�. 30 C) Square/Linear Footage of Work: 3 l7 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued the ab a suc steel notice, the inspection will not be approved and a reinspection fee will be charged. SignatuCekJC::� Signature OWNER or AGENT N CTOR Thefore mg instrument was acknowledged before me this The foregoing instrum t was acknowledged before me this day o /�[ 0_h 20 14g ,by day of 20J by hGt� ��( ( who is personally known to ovally known to me or who has produced DL as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTA P IC: NOTARY PUBLIC: RENE HERNANDEZ fie` Notary Public-State of Florida '- C mission#FF 996568 Si �'�t'"•,, NICOLE ACOSTASign: �:' mm.Expires Jun 13,2020 os o ary u -State of Florida Print: - . F 21Ia}' Seal; X471"'x wfo° My Comm.Expires Apr' b�Q,19 "` ��• BMW ftaough National Notatyggls�sn." APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)