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WS-13-1499Miami Shores Village Building Department JUL 2013 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 BUILDING Permit No. PERMIT APPLICATION Master Permit Now. S1 ` _ Permit Type: BUILDIN ROOFING JOB ADDRESS: 100 Q 5 N E 3 ep �t City: Miami Shores County: Miami Dade Zip: 3313 S, Folio/Parcel#: 11- ,2®(d - ®I 3 y-- -53L40 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): V 1 O CE PST PR t:. Phone#: SOS - qa I - 13 19 Address: 100.25 LiE 3Ccp City: "Arni 14yi? E5 State: FwgID 9 Zip: %13 a' Tenant/Lessee Name: Q1A Phone#: Email: CONTRACTOR: Company Name: lHt i PE((Vi fr 1 SMI (AE�) 33k - ® 89 1 Address: Q4AO aco City: _- amft ,1 State: Gvj Zip: Qualifier Name: S(F_ Di Phone#: 33 `® 1 State Certification or Registration #: C. Rco' 468 Certificate of Competency #: Contact Phone#: '186 tq 6 3 email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 1 1 r l ® C� Square/Linear Footage of Work: I S_ 3 Type of Work: ❑Addition alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: LL-) (LXXW (Aec7y r 11 -,T;nPp LT 1 :c'yipacr Color thru tile: Submittal Fee $ Permit Fee $_. Ocj CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) _ Bondin;= Company's Address Citi State Mortgage Lender's Name (if applicable) _ Vortga_e Lender's Address S tate Zip Zip Npplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instalhuion ha, commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws re,Tulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS. \t H.[.S• POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... �'OXNEWS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in complianc: x%iIII a ,,pplicahle laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR !MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN r INANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Votice to ;ipplic•cant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant inusi i,romiw in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person properry is subje to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site ii,r the first inspectiu v ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, thc• ;,; vpec•tioar tri/l not be a a ved and a reinspection fee will be charged. Si=_nature__ Signature.b�-�- Ownersen Contractor The foregoing instrument was acknowledged before me this The foregoing instniment was acknowledged before me thi�,90 ,:1%, o l 70 t 3 by 2n c '( ; Vt _. day of X101 —, 2013. by . � - e4r,"OlerL ., i:,, is personally own to me or who has produced COL. who is personally known to me or who has produced_ __ As identification and who did take an oath. as ide ,tification and who did take an oath. NOTARY PUB �C: I NOTARY PUBL Sign: _. Sign: Print: _ P)'1 /Y1� Print \dy Commission Expires: F� NIARIUSkA keOfila f My Commission Expires:e` my CONUSSIONU EE 079312 �' 'l�CONIN1iSSI01d?EE079312 }p EY'�,. EXP IRES:April11%2015 ` vary Services F%F' PES. Apr:! i1, 2015 Bolded Thrt eudget: .. :� a:=:;=H=H=Ha%:H: Ha Hega Ha�H=fa:tapeae�km=k��k�Ra�R�i;�{e,F Halve+�e'+tHcrH+'�i'Aid•.�aQiiA'i�8b4�k�k�N+k4eh�okoHM�k�A=RMa=NiA�k+N=P=k:#w�hrt=N+R+ah=kAa%tN==n=k+b=k=kWRa=k=kMfl==H�kN=an=NA=x=�H:=h=k�sk=k k: APPROVED BY �� Plans Examiner Zoning Structural Review Clerk i ReN,ced 3/12/2012)(Revised 07/10/07)(Revised 06/1012009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A AECOAOED COPY MUST 8E POSTED ON THE JOE SITE AT TIME Of FIRST INSPECTION PEPMIT N0. TAX FOLIO N0, L 320(D-613- S3 42 - STA I F OF i10R, i STATE OF FLOR10A: COUNTY OF MIAMI.OACE: THE UNOEASIGNED hereby gives notice that Improvements will be rr* property. and in accordance with Chapter 713, Florida Statutes, the follw is provided In this Notice of Commencement. By CFH 2013RO523626 OR 1?k 28709 Ps 0854is (Ips) RECORDED 07/0312013 1013:50 HARVEY I UVINP CLERK OF COURT MIAMI-DADE C:OUNTYr FLORIDA LAST PAGE COUNTY OF DADE tt"s is � Siu CCU r a true copy of the i� �IECk C onice' day of 20- Gv/� ..��.413D Official Seal. Circ ounty Courts D.C. �� " X `'� TAT F� �Of r•nutS�!/ Legal description of property and street/address: 100aE; 16 3 A19 M k&m tM tt-rr► i SHD RE5 P6 l o - v LTS 13 jo ( Lj Suc- 31 2. Cescrfption of improvement: cA1 V1 FrSW- 3. Owner(s) name and address: V 10 Clif►'7T (O -E. i l 00.25 pE 3 A14- m 1 At -i I Interest in property: t_)LD j24 Name and address of fee simple titleholder: 4. Contractor's name and address: —CP'O— A T i-bm>✓ scut C.cS a.64 o C4rngeTU^0 iol� ackc>t �? Gam- 3050 5. Surety: (Payment bond required by owner from contrpptor, if any) Name and Amount of bond S 6. Lender's name and address: A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section,713.13(1)(a)l., Florida Statute'. Name and address: 1. In addition to himself. Owners designates the tollowinq person(s) to receive d copy of the Lienor's Notice as provided Irl Section 713.13(1)(b), Florida Statutes. Flame and address: 11. Expiration date of this Notice of Commencement: (the expiration date is t year from the date of recording unless a ,fitferent date is spya�cIffed) Signature f9r�'' Print Owner's Name Sworn to and subscribed before me this day of -� 20 fi Notary Public Print Notary's Name 00e.46T %ly commission expires: . LAWRENCE A MY EPri1 1EXPMS December 14AM1153 ts d 05, 2015 .Oen Prepared by . Address: Jun 03 13.08:26a L Burnett 3052552171 HOME IMPROVEMENT CONTRACT PLEASE READ THIS p.9 Sold, Furnished and Installed by: Branch Name: Miami Date: / THD At -Home Services, Inc. d/b/a The Home Depot At -Home Services Branch Number: 60 Fein # 75-2698460, FL Lic # CCC058327, COCI507093, CRC046858 Installation Address: �GlS S' N L`. S std p�3 Lf'`'i ,�. d Ddu• ��r ?; 3 City State Zip Purehaser(s)- Work Phone: Home Phone: Cell Phone: Home Address: (If different from Installation Address) City State Zip E-mail Address (to receive project communications and Home Depot updates): ❑ 1 DO NOT wish to receive any marketing emaiIs from The Home Depot Project Information: Undersigned ("Customer"), the owners of the property located at the above installation address, agrees to buy, and THD At -Home Services, Inc. ("The Home Depot") agrees to furnish, deliver and arrange for the installation ("Installation") of all materials described on the below and on the referenced Spec Shect(s), all of which are incorporated into this Contract by this reference, along with any applicable State Supplement and Payment Summary attached hereto and any Change Orders (collectively, "Contract"): Job #: (germ Reference) Products: Cner She fel #- Prnfm-t Amenfnt. Customer agrees that, immediately upon completion of the work for each Product, Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable, each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder. The Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual Product(s) included herein, at its discretion, if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home, environmental hazards such as mold, asbestos or lead paint, other safety concerns, pricing errors or because work required to complete the job was not included in the Contract. Payment Summary: The Payment Summary #_ la h qC C 0 , included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments by Product (as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled-in copy of the Contract at the time you sign. Do not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets) before work on that Product is complete. In the event or termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, expenses and services provided by The home Depot or Authorized Service Provider through the date of termination, plus any other amounts set forth in this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to the Products and Installation services and supersedes all prior discussions and agreements, either oral or written, relating to said Products and Installation. This Agreement cannot be assigned or amended except by a writing signed by Customer and The Home Depot, Customer acknowledges and agrees that Customer has read, understands, voluntarily accepts the terms of and has received a copy of this Agreement. CWby: Submitted by:'s ignattue Date Sales Consultant's Signature Date Customer's Signature Date CANCELLATION- CUSTOMER MAX CANCEL, THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSIIWM DAY AFPER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACLLED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BYLAW IN CUb"POMER'S STATE, Telephone No. Sales Consultant License (as applicable) NOTICE: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT Page t of 2 12-07-12 White—Branch File Yellow—Customer Roofing Siding Windows Insulation ❑Gattefs /coversLJEntry Doors 46 Roofing LISiding El Windows M Insulation ❑Gutters / Covers ❑Entry Doors ❑ Roofing Siding El Windows Insulation $ ❑Gutters /Covers ❑Entry Doors ❑ I Roofing LISiding El Windows Insulation $ EIGutters/ Covers ❑Entry Doors ❑ 10% of Contract Amount due upon execution of this contract, Certain forms Total Contract Amount $ I of payment may require ire 100% payment prior to the start of the project. Customer agrees that, immediately upon completion of the work for each Product, Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable, each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder. The Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual Product(s) included herein, at its discretion, if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home, environmental hazards such as mold, asbestos or lead paint, other safety concerns, pricing errors or because work required to complete the job was not included in the Contract. Payment Summary: The Payment Summary #_ la h qC C 0 , included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments by Product (as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled-in copy of the Contract at the time you sign. Do not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets) before work on that Product is complete. In the event or termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, expenses and services provided by The home Depot or Authorized Service Provider through the date of termination, plus any other amounts set forth in this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to the Products and Installation services and supersedes all prior discussions and agreements, either oral or written, relating to said Products and Installation. This Agreement cannot be assigned or amended except by a writing signed by Customer and The Home Depot, Customer acknowledges and agrees that Customer has read, understands, voluntarily accepts the terms of and has received a copy of this Agreement. CWby: Submitted by:'s ignattue Date Sales Consultant's Signature Date Customer's Signature Date CANCELLATION- CUSTOMER MAX CANCEL, THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSIIWM DAY AFPER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACLLED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BYLAW IN CUb"POMER'S STATE, Telephone No. Sales Consultant License (as applicable) NOTICE: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT Page t of 2 12-07-12 White—Branch File Yellow—Customer 1.l,tiirr DTO�VER OF xr•roMNEY BE a KNOWN, that Ul l)cl 1 l fkolE ("Principal') has made and appointed, and by these presents does make and appoint'rilD :1t Home Services, hic. Jib/;i, The Home Depot At Home Service and/or its agent R-Qndr, sq- Yn v-,, tutu and lawtul, : Corney -in-Fact for hittvher ;uid his/her name, place and stead. for the following specitic and limited purposes only: 'ro execute any and all documents reasonably necessary, including without limitations any permit applicatio for the yule, specific and limited purpose of obtaining a permit for home improvements on behalf of the hom%•uwner(s) VI0CeG iogE and for the property located uta ICO'r stir ,cam -wvintg and granting said Attorney -in -Fact, full power and authority to do and perform ALL and EVERY act and thing whatsoever necessary to be done in and about the specificand limited premises (set out hereinabove) as fully, to all inte and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof: IN WITNESS WHEREOF, i have hereunto set my hand and seal this day of -9()-- Signed. V Signed. Sealed and Delivered in the presence of WITNESS wrrNESS PRINCIPAL y'r;1TE OF: at COUN•rY OF: 19kwe_ I• �� `"� 'G� _ .t Votary I'ublic to ,aid for the State of Florida, do hereby cernty that k fle C 4y:.c w ho is either t) personally known to me, ur t) who provided At- as identification, appeared before me this day in person and acknowledged that he/she; signed, sealed and delivered that said instrutnent as his, lien fre:c and voluntary authorized tier the uses and purposes herein set tbrth. Oiven under my hand and of'ticial seal this -------------------------------e e e LAWRENCE M ''e euRNETT MY COMM13SION R EEMS1 rEXPRS QeceMe18 � f7o+�loaarf�tnoe.o' t�orf�otsa � . 2015 e � Notary Stamp i --——————-—————————————————— — — — — —' _ flay of f/!l 'c) 1' ,Votary Public THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 6809957 Pre Opening Location No Location Comer Zone or PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED {+) PSF (-) PSF REQUIRED OPENING DESIGN PRESSURE (+) PSF (-) PSF Window Opening Dimension Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 4 12-0516.02 GD 75.00 75.00 40.10 43.40 37 81 N/A NO 2 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 52 61 N/A NO 3 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 49 N/A NO 4 4 11-1114.06 SGW 60.00 70.00 40,10 43.40 73 61 N/A NO 5 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 61 N/A NO 6 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 36 37 N/A NO 7 4 11-P14.11 SGW 65.00 65.00 40.10 43.40 110 37 N/A NO 8 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 36 49 N/A NO 9 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 49 N/A NO 10 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 73 49 N/A NO 11 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 36 37 N/A NO 12 4 11-1114.06 SGW 60.00 70.00 40.10 43.40 51 61 N/A NO SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING Miami Shores Village JUL 0 3 ?013 I APPROIED BY DATE r-° ZONING DEPF BLDG DEPT c,_! F !ECT O Cr;^.I�'I :r �10E WI �l i AI_L FEDERAL 1 OF 1 V WINDOW/ SHUTTER DIAGRAM SH,MET _ 3 4. 5 6 kitchen living room Irving room living room 6' Living room FD G` 2 1 Mean Roof Height 15' Roof Slope 3112 bathroom 1 7 bedroom 11 8 bedroom 11 9 bathroom bedroom bedroom 12 11 10 buiding with 45' building length 55' 1 OF 1 u FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES -170,176 mph - Enclosed Building with mean roof height less than or equal than 60 Feet -.EXPOSURE C AND D WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 z4 & z5 z4 1 z5 0-15 36.7 39.7 48.9 40.1 43.4-k53.6, - 0 39.0 42.2 51.9 41-50 5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 1 51.6 56.0 69.1 51-60 49.1 53.2 65.4 3.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNT WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3. 63.1 51.7 '56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 1 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROW -ARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS ANO CLADDING HURRICANE SHUTTERS WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and.other terrain with numerous closely spaced obstructicn having the size of single family dwellings. For building <= 3oft exposure B prevails in the upwind direction for a distance greater than 1500 R For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building Is located In Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 301, open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails In the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever Is greater 7- BUILDING CONSIDERED ENCLOSED - Ail glazing shall be Impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt=1 (FLAT TERRAIN 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) 11-TRIBU7ARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but dot less than the larger of 4% of the least horizontal dimension or 3 it. a WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4- z5' 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 57.6 62.5 77.1 41-50 170.4 1 54.9 59.4 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY a<=BWx0.1 ora<=hx0.4 BW less or equal than BL a must not be less than a=3 feet ora-0.04xBW E N G C 0, z7c. Engineering Services - CA 8116 5595 Orange 201 DAVIE - FLORI A 33314 Tel: (954) E-mail: Eng OLXxun JUN Z 12013 PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL 3/6/20 l2 a �- MIAMI- MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mIamldadg goy/ l rg PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction y' materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County. Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRUMON: Oil Series 2 & 3 L HR-2710MU HR-2810ARII White PVC Horizontal Roller Window - L.M.I. _ - - - �PPROVAL DOCUMENT: Drawing No. 0840883, titled Series "2/3 LT HR2710MI PVC Horizontal Roller Window-LMI - 2/3 LT HR28IOMI PVC Horizontal Roller Window LMP', sheets 1 through 11 of 11, prepared by PGT Industries, dated 10/27/09, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E,, bearing the Miami -Dade CountyProduct Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. %1VII II,E TMF' *CI' ` TI1�i+G: Lame and Sinai I Missil Im_ pact 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 Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. y' 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. 09-1210.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADECCUt}T1' NQNo. II--11I4.II'' Expiration Pate:, December 23, 201.5- " Approval Date: February 09,2012 Arlit& - Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 09-1210.06) 2. Drawing No. 08-00883, titled Series "2/3 LT HR2710MI PVC Horizontal Roller Window-LMI - 2/3 LT HR28IOMI PVC Horizontal Roller Window-LMI", sheets 1 through 11 of 11, prepared by PGT Industries, dated 10/27/09, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of 2/3 LT HR-2710MI/ HR-2810MI PVC horizontal roller window, XX configuration, prepared by National Certified Testing Laboratories, Test Reports No.'s NCTL-210 3638-1, NCTL-210-3638-2,NCTIr210 3638-3,NCTL-210 3641-2 & NCTL-210-3641 3, dated 06/11-13/08 and 01/06/09, re -issued on 09/17/09 and revised on 05/05/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under NOA No. 09-1210.06) C. CALCULATIONS: 1. Anchor verification calculations, and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 10/27/09 and revised on 08/18/10, signed and sealed by Luis R. Lomas, P. E. (Submitted under NOA No. 09-1210.06) 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. fpr their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, a firing on 01/14/17. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.11 Expiration Date: December 23, 2015 Approval Date: February 09, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTiNuED) 3. Notice of Acceptance No. 10-1208.02, issued to L.B. Plastics, Inc. for their "White Rigid PVC Exterior Extrusions" dated 12/30/10, expiring on 12/30/15. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance and no financial interest, dated 10/27/09, signed by Luis R. Lomas, P. E. (Submitted under NOA No.. 09-1210.06) 5. Laboratory compliance letters for Test Reports No.'s NCTL-210--3638-1, NCTL-210 3638-2,NCTI,210-3638-3,NCTL-210-3641-2&NCTL-210-3641 3, issued by National Certified Testing Laboratories, Inc., dated 06/11-13/08 and 01/06/09, re—issued on 09/17/09 and revised on 05/05/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under NOA No. 09-1210.06) G. OTHERS 1. Notice of Acceptance No. 09-1210.06, issued to PGT Industries, Inc. for their Series "2&3LT HR-2710MI/ HR-2810MI White PVC Horizontal Roller Window—L.M.I.", approved on 12/23/10 and expiring on 12/23/2015. Jaime D. Ga con, P. E. Product Control Section Supervisor NOA No. 11-1114.11 Expiration Date: December 23, 2015 Approval Date: February 09, 2012 E-2 74 1/4" MAX. UNIT WIDTH SEE 5 ANCHOR CLUSTER DETAIL SHEET 3 TYP. HEAD & SILL 6" MAX. 12" MAX. A 6" MAX. O.C. i — 6 1 /8" MAX. 12 3- / MAX. O.C. I 6 1/8* MAX. 2 7/8" TO WEEP SLOT A. Lytm Miner. P.6. P"w766 31 3/4" 38 1/4" PANEL WIDTH MAX. D.LO. AT HR2710MI PVC HORIZONTAL ROLLER WINDOW 741/4"x 631/4" EXTERIOR VIEW 2L HP2710MI WITH Ol 42ING TYPE D DESIGN PRESSURE RATINQ mrAOT RATWQ + 65.0 PSF - 80.0 PSF LARQENp SMAU MISSILE BIIPACT 1070 TECHNOLOGY DRIVE ; No. 55705 NOKOMIS. FL 34274 j/ I (L- M -STA LOCK TAND E�O KEEPER 59 1 MA PAS HEIf I FLORIOP• 'SI,/"'POttN'' A� 54 MAX. D.L.O. 3/4" XX TDwIwN JH HEIGHT A. Lynn aer, P.D. / T LOCK AND I IN I KEEPER 31 3/4" 38 1/4" PANEL WIDTH MAX. D.LO. AT HR2710MI PVC HORIZONTAL ROLLER WINDOW 741/4"x 631/4" EXTERIOR VIEW 2L HP2710MI WITH Ol 42ING TYPE D DESIGN PRESSURE RATINQ mrAOT RATWQ + 65.0 PSF - 80.0 PSF LARQENp SMAU MISSILE BIIPACT WITH 1 hr sILL RISER REM #5 TABLE OF CONTENTS SHEET No.1 DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 - 5 ELEVATION AND ANCHORING 6 BILL OF MATERIALS AND CROSS SECTIONS 7 CROSS SECTIONS 8 - 10 INSTALLATION DETAILS 11 COMPONENTS AND GLAZING DETAILS WEEP SLOT 1.5" x .140" TYP. 63 1/4" MAX. UNIT HEIGHT REVISIONS DESCR PrM - - . BATE I APPROVED 1 8 1 REVISED WOOD SCREW EDGE DIST. 109/23/10 I R.L. NOTES: I C I NO CHANGE THIS SHEET 110/27/11 I J.J. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 10 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND-BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 13/16" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16" ITW TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE AND 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW - A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0@0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL FRAMING - 16GA (.060) MINIMUM THICKNESS 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME MATERIAL-. EXTRUDED RIGID PVC .075" THICK. SASH MATERIAL' EXTRUDED RIGID PVC .070" THICK. 13) HR2710MI UNITS USE GLAZING TYPE C ONLY WITH .090" BUTACITE PVB BY DUPONT INTERLAYER. HR2B1OMI UNITS USE GLAZING TYPES A OR B (ONLY WITH SENTRY GLASPLUS BY DUPONT INTERLAYER. �`�I vn no ll,l/�.. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE ; No. 55705 NOKOMIS. FL 34274 (L- M -STA 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI 2/3LTHR281 OMI PVC L ROLLER LMI E�O ELEVATION. ANCHORING AND NOTES FLORIOP• 'SI,/"'POttN'' A� On NO. E TDwIwN JH 08-00883 A. Lynn aer, P.D. !SOALE NTS °ATE 10/27/09 —1 OF 11 P.EAWM 74 1/44 MAX. UNIT WIDTH SEE 5 ANCHOR CLUSTER DETAIL SHEET 3 TYP. HEAD & SILL 6" MAX. 120. MAX, A 6" MAX. B 6 1/8" MAX. 6 1_ 6 1/8" MAX. r e" TO LOCK AND KEEPER 1 31 3/4" 36 1/4" PANEL WIDTH 2 7/8" TO MAX. D.L.O. WEEP SLOT WEEP SLOT 1.5" x .140" 2LT HR2810MI PVC TYP' HORIZONTAL ROLLER WINDOW 741/4"x 63 1/4" EXTERIOR VIEW 2LT HR2810MI WITH GLAZING TYPES AAND B DESIGN PRESSURE RATING IMPACT RATING + 70.0 PSF LARGEAND SMALL 100.0PSF MISSILE IMPACT WITH 11/2" SILL RISER JTEM #36 REVISIONS PGT INDUSTRIES 59 1/4" X j DATE I� X I / PER DADE LETTER DATED MAR, 24, 2010 5/19/10 r e" TO LOCK AND KEEPER 1 31 3/4" 36 1/4" PANEL WIDTH 2 7/8" TO MAX. D.L.O. WEEP SLOT WEEP SLOT 1.5" x .140" 2LT HR2810MI PVC TYP' HORIZONTAL ROLLER WINDOW 741/4"x 63 1/4" EXTERIOR VIEW 2LT HR2810MI WITH GLAZING TYPES AAND B DESIGN PRESSURE RATING IMPACT RATING + 70.0 PSF LARGEAND SMALL 100.0PSF MISSILE IMPACT WITH 11/2" SILL RISER JTEM #36 REVISIONS PGT INDUSTRIES 59 1/4" DESCRPTICN - DATE APPROVED PER DADE LETTER DATED MAR, 24, 2010 5/19/10 1 R.L REVISED WOOD SCREW EDGE DIST. 09/23/10 1 R.L NO CHANGE THIS SHEET 10/27/11 11J. HEIGHT TJH 08-00883 T 2 OF 11 LYNN * No. 58705 STAof of F sSI ONAG . LV n � P.H. PGT INDUSTRIES 59 1/4" 1070 TECHNOLOGY DRIVE pRODUCTRMSED NOKOMIS, FL 34275 I MAX. AeccpMmNo + "il 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI ' i90 ELEVATION AND ANCHORING PANEL HEIGHT 54 3/4" 63 1/4" MAX. MAX. D.L.O. I UNIT HEIGHT HEIGHT TJH 08-00883 T 2 OF 11 LYNN * No. 58705 STAof of F sSI ONAG . LV n � P.H. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE pRODUCTRMSED NOKOMIS, FL 34275 as complYtnsw10hdmFtobds sumngCode 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI AeccpMmNo + "il 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI ' i90 ELEVATION AND ANCHORING TJH 08-00883 T 2 OF 11 LYNN * No. 58705 STAof of F sSI ONAG . LV n � P.H. 74 1/4" MAX. UNIT WIDTH SEE 5 ANCHOR CLUSTER DETAIL SHEET 3 TYP. HEAD & SILL 6" MAX. MAX2O.C. A 6" MAX. I_I I K- 6" MAX. MA 12 3/4" MAX. Q.C. I_ 6" MAX 2 7/a TO �lll WEEP SLOT 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 114"x 76" EXTERIOR VIEW 2LT HM10MI IMTHGtAZfNG TYPE 8 DESIGN PRESSURE RATING IMPACT RATING t 60.0 PSF LARGE AND SMALL - 80.0 PSF M&M E ONPACT WITH 1 111° S&L RISER ITEM 68 1/4" MAX. D.L.O. HEIGHT WEEP SLOT 1.5" x .140" TYP. 76" MAX. UNIT HEIGHT PRODUCT REVISED as comptyms wnh the FIGAb Building Codo .. ... . REVISIONS DESC "CH - - DATE APPROVED PER DADE LETTER DATED MAR. 24. 2010 5/19/10 R.L. REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. NO CHANCE THIS SHEET 10/27/11 J.J. 5 ANCHOR CLUSTER DETAIL TYPICAL HEAD AND SILL INSTALLATION ANCHORS SEE NOTES 6, 7 AND 8 SHEET 1 `\`tt11+1111!/rVr, PGT INDUSTRIES �t�:;pEP1SE ''•., j/ 0/F4111 X _ NOKOMIS. FL 34275 I �/ X I I / 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI A� p' W 2 3LT HR2810MI PVC HORIZONTAL ROLLER LMI LD ��.A ELEVATION AND ANCHORING '•. S(PTE`OP ,: U,�� . F.oa,.. 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 114"x 76" EXTERIOR VIEW 2LT HM10MI IMTHGtAZfNG TYPE 8 DESIGN PRESSURE RATING IMPACT RATING t 60.0 PSF LARGE AND SMALL - 80.0 PSF M&M E ONPACT WITH 1 111° S&L RISER ITEM 68 1/4" MAX. D.L.O. HEIGHT WEEP SLOT 1.5" x .140" TYP. 76" MAX. UNIT HEIGHT PRODUCT REVISED as comptyms wnh the FIGAb Building Codo .. ... . REVISIONS DESC "CH - - DATE APPROVED PER DADE LETTER DATED MAR. 24. 2010 5/19/10 R.L. REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. NO CHANCE THIS SHEET 10/27/11 J.J. 5 ANCHOR CLUSTER DETAIL TYPICAL HEAD AND SILL INSTALLATION ANCHORS SEE NOTES 6, 7 AND 8 SHEET 1 `\`tt11+1111!/rVr, PGT INDUSTRIES �t�:;pEP1SE ''•., 1070 TECHNOLOGY DRIVE _ NOKOMIS. FL 34275 * . ND y5105 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI A� p' W 2 3LT HR2810MI PVC HORIZONTAL ROLLER LMI LD ��.A ELEVATION AND ANCHORING '•. S(PTE`OP ,: U,�� . F.oa,.. W& owD Na .0,�: , ��'�F`SSIONP�;�� i 08-00883 C E NTS DATE 10/27/09 Sx�T3 OF 11 P.E.®M05 109' MAX. O.A. WIDTH 36TNE SEE 3 ANCHOR CLUSTER DETAIL SHEET D.L.O. WIDTH SASHSH WIDTH TH 38 1/2" FIXED SASH WIDTH 4 TYP. HEAD & SILL 8" MAX 32 3 32 3/8" D.L.O. WIDTH Q . 7 I 12 3/4" MAX. O.0 TYP ral 6" MAX. 6" MAX. 13 1/4" MAX. TYP. 0 C TYP 17" MAX. 12" MAX. TYP. O.C. TYP. 3LT HR2710MI PVC HORIZONTAL ROLLER WINDOW 109"x 63" &XMIIQR WEW SL HRE710MI WITH GLAZING TYPE C DESfGN_PAESSIdREfiRTUVC•1--NGIPACT�;iHVA-- t65PSlE EARGEANDSMALL _ MISSILEIMPACT WITH 1 1/2"SILL RISER I7EM 035 REVISIONS DESCRIPTION DATE APPROVED PER DADE LETTER DATED MAR. 24, 2010 01 X O 1 09/23/10 R.L. NO CHANGE THIS SHEET I j/ �X 17" MAX. 12" MAX. TYP. O.C. TYP. 3LT HR2710MI PVC HORIZONTAL ROLLER WINDOW 109"x 63" &XMIIQR WEW SL HRE710MI WITH GLAZING TYPE C DESfGN_PAESSIdREfiRTUVC•1--NGIPACT�;iHVA-- t65PSlE EARGEANDSMALL _ MISSILEIMPACT WITH 1 1/2"SILL RISER I7EM 035 REVISIONS DESCRIPTION DATE APPROVED PER DADE LETTER DATED MAR. 24, 2010 5/19/10 R. REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. NO CHANGE THIS SHEET 10/27/11 J.J. e" TO LOCK AND KEEPER 59 9/16" O.A. SASH HEIGHT 63" MAX• O.A. D.LO. HEIGHT HEIGHT 8" TO LOCK AND KEEPER 8" MAX. TYP' WEEP SLOT 1.5" x .140" TYP. 3 ANCHOR CLUSTER DETAIL TYPICAL HEAD AND SILL PGT INDUSTRIES 1070 TECHNOLOGY DRIVE PRODUCTRDVISPD NOKOMIS, FL 34275 sund�iagl�Fto Dwrda 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI A= pw=No L/ 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI ELEVATION AND ANCHORING DRAM DIM NO. TJH 08-00883 SCALE NTS I DATE 10/27/09 ISHEE4 OF 11 INSTALLATION ANCHORS SEE NOTES 6, 7 AND 8 SHEET 1 f �Y ; No, 58705 STATE OF .PLO%lD"-- 0 , ��'l�ISS/ONAL. A.�r�41oGk'd.�. P.E.@8870$ s 109" MAX. O.A. WIDTH Rfl ISIONS 36 1/4" ACTIVE SEE 5 ANCHOR REV, DM=PnON WE A"R0'E0 SASH WIDTH 38 1/2" FIXED SASH WIDTH CLUSTER DETAIL SHEET A PER DADE LEITER DATED MAR. 24. 2010 5/19/10 R.L. 32 3/8" 32 3/8" D.L.O. WIDTH 5 TYP. HEAD & SILL a REVISED WOOD SCREW EDGE D. 09/23/10 R.L. D.L.O. WIDTH 6" MAX. C NO CHANGE THIS SHEET 10/27/11 J.J. 12 3/4" / T 0. TYP j/ j/� LOCK AND - T KEEPER I I 59 9/18" OA SASH HEIGHT 63" 54 1/4" MAX. O.A. D.LO. HEIGHT XX HEIGHT T LOCK AND KEEPER 6" MAX. 13 1/4" MAX. 6" MAX. TYP. O.C. TYP.'' j-- WEEP SLOT 4" MAX. 4" MAX. A 16" MAX. 12" MAX. 1.5" x .140" 4" 4" MAX. TYP. O.C. TYP. TYP. 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 109"x 63" EXTERIOR VIEW 3LT HR2810M1 WITH GLA 1NO TYPESA AND B DESIGN I?R&SSURE.R4Rt PA RA INSTALLATION ,75.OPSF _tARGEAAiD�MgLL ANCHORS - 100.0 PSF _ IvfISSIL�►AdI�ACT SEE NOTES 6, 7AND 8 5 ANCHOR CLUSTER DETAIL SHEET 1 WITH 1112- SILL RISER ffEM 835 TYPICAL HEADANDSILL `711 t 1 t i l l ll t/I PGT INDUSTRIES 1:��° 'CENS�c''•�FQ�� 1070 TECHNOLOGY DRIVE 0 PRODUCTRMSED NOKOMIS, FL 34275 _ N0.$8705 ss aoary,iyingwNh Um Plocide = �• DwTcungcode 2/31-T HR271OMI PVC HORIZONTAL ROLLER LMI = _ AeeePmneelto 1 �{ 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI —O Ga GI ELEVATION AND ANCHORING :�o STATE OF •.FP;.•' vllmni Pmduct DRAWN: OWU NO. LORID REV TJH 08-00883 C �",,/s%NA%- _ scA� NTS °ATE 10/27/09 —5 OF 11 A pr--# moo FLANGE CAIVERTICAL CROSS SECTION 6 REMSIONS DESCRIPRON DATE APPROVED REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L NO CHANGE THIS SHEET 10/27/11 J.J. INTERIOR 26 31 S �RIOR � 24 4 ( f'IORIZONTAL CROSS SECTION 6 CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID PVC LINEALS. ALL CORNERS ARE MITERED AND WELDED. 2) BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE EXTRUDED RIGID PVC LINEALS AND UTILIZE A STEEL REINFORCING CHANNEL. ALL CORNERS ARE MITERED AND WELDED. 3) ITEM #3, FIN ADAPTER, IS A NON-STRUCTURAL ADD-ON PART. 4) MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 8-10. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE PR0DUcrREV1SM NOKOMIS, FL 34275 ea complying with the Flaft Building Code 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI DA.,ep A No c� ' � � 2/3LT HR2810MI PVC HORIZONTAL ROLLER ILMI C l/ BILL OF MATERIALS AND CROSS SECTIONS ITJH 1 08-00883 S"LE NTS I DATE 10/27/09 ISHMIS i H illlllltllrr� * ' N0.58705 —*� 0 STA ON ORI s /OIVAI• e JE, Paa asm PARTS LIST NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 8301 FRAME HEAD LB PLASTICS INC. RIGID PVC 2 8303 FRAME SIU. AND VA LB PLASTICS INC. RIGID PVC 3 8343 FIN ADAPTER LB PLASTICS INC. RIGID PVC 4 VB51F34F-4 HEADER POCKET INSERT EASTERN METALS ALUMINUM 6063 -TE 5 8308 SASH HORIZONTAL PLAIN LB PLASTICS INC. RIGID PVC 6 8305 SASH VERTICAL PLAN LB PLASTICS INC. RIGID PVC 7 8308 SASH INTERNAL INTERLOCK LB PLASM INC. RIGID PVC 8 V8591F34F-1 OUTER SASH INTERLOCK EASTERN METALS ALUMINUM 6063-T6 9 V851F34F-5 SASH POCKET INSERT EASTERN METALS ALUMINUM 6063-78 10 8307 SASH EXTERNAL. INTERLOCK LB PLASTICS INC. RIGID PVC 11 8321 SASH 5/16' PLAIN BEAD LB PLASTICS INC. RIGID PWC 12 8320 SASH 5/16' LIFT BEAD LB PLASTICS INC. RIGID PVC 13 8325 SASH 7/8' PLAIN BEAD LB PLASTICS INC. RIGID PVC 14 8324 SASH 7/8' LIFT BEAD LB PLASTICS INC. RIGID PVC 15 ST10070 IGGA SASH REINFORCEMENT HYGRADE GALVANIZED STEEL 16 ST1O07B 14GA SASH REINFORCEMENT HYGRADE CALWi IZED STEEL 17 2NB-BK-018 RIGID FILLER .797° FRANK LOWE NEOPRENE 18 FL 1221 ROLLER TRACK EASTERN METALS ALUMINUM 8063-T8 19 18/16GCCL SCREEN CLOTH PHIFER WORE FIBERGLASS zo on WEEP COVER PREFERRED ENG. NYLON 21 G2325INW WEATHERSTRIPRING FIN SEAL ULTRA FAB POLYPROPYLENE Z2 G2332INW WEATHERSRTIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 13 VB51F34F-3 SCREEN FRAME EASTERN METALS ALUMINUM 6063-T6 Z4 V8591FB5-3 SCREEN CROSS BAR EASTERN METALS ALUMINUM 6963-T6 Z5 SIKAFLEX 552 GLAZING COMPOUND SCA POLYUGHANE >_6 FP -50-1608 SCREEN SPLINE PROTOTYPE PLAS11a 65A TPE z7 SKO1-3014-G2 SASH KEEPER INTERLOCK USA ZINC >.8 IMPACT GLAZING SEE SHEET 10 19 5500-000-G2 SASH LOCK INTERLOCK USA ZINC H] NCRWOH-042 TILT LATCH IPS ZINC 31 1ON125UXPZ #10 x 1 1/4' PH SM SCREW ALL POINT STAINLESS STEEL 32 PD42356-1-125 ROLLER IPS STAINLESS STEEL. 53 SNB M INTERLOCK CIDP WILCO STAINLESS STEEL 14 1 WEEP COVER RIGID PVC 55 18349 11 1/2' SILL RISER LB. PLASTICS RIGID PVC ITEM #33 IS USED BUT NOT SHOWN. NOTE: LOCATE ITEM #31, 3" FROM TOP & BOTTOM OF OUTER SASH INTERLOCK AND (3) MORE EQUALLY SPACED. WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE. EXTRUDER NAME. CITY. STATE AND MBCA FLANGE CAIVERTICAL CROSS SECTION 6 REMSIONS DESCRIPRON DATE APPROVED REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L NO CHANGE THIS SHEET 10/27/11 J.J. INTERIOR 26 31 S �RIOR � 24 4 ( f'IORIZONTAL CROSS SECTION 6 CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID PVC LINEALS. ALL CORNERS ARE MITERED AND WELDED. 2) BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE EXTRUDED RIGID PVC LINEALS AND UTILIZE A STEEL REINFORCING CHANNEL. ALL CORNERS ARE MITERED AND WELDED. 3) ITEM #3, FIN ADAPTER, IS A NON-STRUCTURAL ADD-ON PART. 4) MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 8-10. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE PR0DUcrREV1SM NOKOMIS, FL 34275 ea complying with the Flaft Building Code 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI DA.,ep A No c� ' � � 2/3LT HR2810MI PVC HORIZONTAL ROLLER ILMI C l/ BILL OF MATERIALS AND CROSS SECTIONS ITJH 1 08-00883 S"LE NTS I DATE 10/27/09 ISHMIS i H illlllltllrr� * ' N0.58705 —*� 0 STA ON ORI s /OIVAI• e JE, Paa asm REVISIONS REV OWWIION GATE APPROVED A PER DADE LETTER DATED MAR. 24, 2010 5/19/10 R.L. 8 REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. C NO CHANGE THIS SHEET 10/27/11 J.J. D ORIZQNTAL CROSS SECTION EXTERIOR 7 FLANGE NOTE: LOCATE ITEM $31, 3" FROM TOP & BOTTOM OF OUTER i1VERTICALCROSS SECTION SASH INTERLOCK AND (3) MORE EQUALLY SPACED. \kj%IIIItIl" 7 PGT INDUSTRIES o�se'' 1070 TECHNOLOGY DRIVE' PRODUCTRINISED NOKOMIS, FL 34275 = �c : No. gs705 ® complying wM uw Roads Handing Code 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI Asxpua�m No .l ` .1 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI -O '' am CROSS SECTIONS %� '• son ()F ,r e Hy c GRAWN: DWG NO. REV •.• FI.O..... •-`�� roilaWiD tral i TJH 08-00883 C ' '�iSSIONwe' ` sc'4.E NTS °ASE 10/27409 SHW7 OF 11 nE�. s�' CONCRETE/ 2 5/8" MIN. L MASONRY EDGE DISTANCE 1 BY OTHERS Q a 1 1/4" p MIN. EMB. APPROVED SEALANT BY OTHERS ❑ 1X BUCK BY c OTHERS, 1X �t BUCK TO BE o oLJ PROPERLY SECURED rl APPROVED SEALANT Q BY OTHERS d e; 2X BUCK BY OTHERS, - 2X BUCK TO BE PROPERLY SECURED J I 1/4" MAX. SHIM SPACE RIGID FILLER 3/18" ITW TAPCON EXTERIOR III III INTERIOR HEAD & JAMB CONCRE T&WASONRY FLMGE 1NSTALLAT/OAI HEAD NiMM JAMBS SW AR 1 EXTERIOR 13/16" MIN. EDGE DIST. 1 3/8" >< MIN. EMB. t� 1/4" MAX. SHIM SPACE RIGID FILLER SCIREWOOD EXTERIOR III III INTERIOR HEAD & JAMB WOOD FRAM/NQ OR2X BUCKFLANGE 1NSTALLA7/0N HEAD SHOW JAMBS SJMU AR EXTERIOR EXTERIOR III III INTERIOR HEAD & JAMB METAL FRAMING FLANGEWSTALLATKJN HEAD SHOWI y, JAMBE StM M EXTERIOR �--� INTERIOR REVISIONS I� REV OESCRIPIION DATE APPROVED B REVISED WOOD SCREW EDGE DIST. 08/23/10 R.L WOOD C NO CHANGE THIS SHEET 10/27/11 J.J. 3 -THREAD METAL STUD MIN, BEYQND 16GA MIN SUBSTRATE BY OTHERS APPROVED SEALANT BY OTHERS �d 1/4" MAX• SHIM SPACE a� o o� RIGID FILLER #10 TEK SCREW jj EXTERIOR III III INTERIOR HEAD & JAMB METAL FRAMING FLANGEWSTALLATKJN HEAD SHOWI y, JAMBE StM M EXTERIOR �--� INTERIOR I� I`7 I J�� '71 WOOD it I�UII S#10CR SCREW APPROVED SEALANT I'U�I I APPROVED EALANT S BY OTHERS RIGID FILLER 1/4" SHIM SPACE 0 a #10 TEK SCREW RIGID FILLER BY 3/16" ITW TAPCON — —� OTHERS 1X BUCK BY a RIGID FILLER 2X BUCK BY OTHERS, —7 1 APPROVED SEALANT 1/4" MAX. SHIM SPACE OTHERS. 1X LLLJJJ 1/4° MAX• 2X BUCK TO 8E 1 3/8" BY OTHERS BUCKPROPERLY G �� SHIM SPACE PROPERLY SECURED MIN. EMB. SECUREDMETAL `� 13/16" MIN. FRAMING 16GA MIN 3 -THREAD -I SILL EDGE DIST. BY OTHERS MIN. BEYOND : CONCRETE/ WOOD FRAMING OR 2X BUCK FLANGE lu SFlANQE SUBSTRATE 1 1/4' MIN. EMB. 4 p Q a ; MASONRY BY OTHERS 1NSTAU A7TON METAL FRAMINQ INSTALLA �%%01111 I11 a a PGT INDUSTRIES . �* a 1070 TECHNOLOGY DRIVE' `.��o:��eNs'' 2 5/8" MIN. PRODUCTRBVISED m wtttptying with Ota Florida NOKOMIS. FL 34275 1Y ; NO' 58705 EDGE DISTANCE BuilaiogCod¢ qufldhncode �� + 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI a -°L [I SILL CONCRE7 EAHA C�1 RYfLA1VC3€TNSTALY JfTl -�' II N1 moi at o m uct�onb�h INSTALLATION DETAILS 0'•;�" to F ` " •. S1'P Q, i�O,p� ORAW: lti mND. Fav TJH 08-00883 C w S= NTS DAZE 19/;7/09 SIIETB OF 11 P.E.S88708 �I2 5/8" MIN. EDGE DISTANCE 1 1/4" a MIN. EMB. APPROVED a SEALANT BY OTHERS 1X BUCK BY aC3 OTHERS, 1X BUCK TO BE PROPERLY SECURED A d, J I\ 1/4" MAX. SHIM SPACE - RIGID FILLER - 3/16" RW TAPCON EXTERIOR III III INTERIOR HEAD & JAMB CONCRET&MASONRYBOX FRAME ffmALLATKNV HEAD SHOWN, JAMBS SIMILAR EXTERIOR APPROVED - SEALANT BY OTHERS /"MIN1/4- MIN. . EMB 2X BUCK BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS •CONCRETE/ MASONRY BY OTHERS 13/16" MIN. EDGE DIST. 1 3/8" >< MIN. }EMB. �d SHIM. E EoRIGID FILLER #10 WOOD SCREW EXTERIOR III III INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK SOX FRAME►AtSTAU AT/ON HEAD SHOWN, JAMBS S&KAR EXTERIOR RENSlONS REv DESCR "ON. DATE APPROVED B REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L C NO CHANGE THIS SHEET 10/27/11 J.J. 3—THREAD METAL STUD MIN. BEYBND 16GA MIN SUBSTRATE BY OTHERS SCREW APPROVED 1/4" MAX. SEALANT E:3 BY OTHERS SHIM SPACE 0 0 0 0 RIGID FBI ER D S10 TEK fl CREW EXTERIOR US%= I I I INTERIOR HEAD & JAMB METAL FRAMING SOX FRAME INSTALLATION HEAD SHOWN (P(WN JAMB�S,�S(MMM EXTERIOR ffi 11CM MSITE 2 5/8" MIN. 1X BUCK BY EDGE DISTANCE OTHERS, 1X BUCK TO BE SILL PROPERLY CONCRETFJMASONRYBOX FRAME INSTALLATION SECURED U S10 WOOD 1070 TECHNOLOGY DRIVE �.��.. eti':' e PRODUCTRRNiSBD NOKOMIS, FL 34275 ; ,k r ND. 58705 • a = _ i = -O '•. �' l0 2-R (( SCREW Acp Zo INSTALLATION DETAILS E F : Moral Dal. Prodaa �i�,ts•..•••..• TEK APPROVED REV RIGID MILL R • TJH 08-00883 EW /--3/16" ITW TAPCON BY OATH RS o =" NTS I DALE 10/27109 IMM9 OF 11 SHIM"SPACE aIGID Mk3 P.E.. Gem FILLER 1/4" MAX. RIGID FILLER SEALANT SPACE 1/4" MAX. 2X BUCK BY OTHERS, "APPROVED 1 3/8 aSHIM BY OTHERSSHIM SPACE 2X BUCK TO BE MIN. EMB. -T PROPERLY SECURED METAL FRAMING THREAD I 1 13/16" MIN. 18GA MINI BY OTHERSMIN.SILL EDGE DIST. EYOND CONCRETE/ WOOD FRAMING OR 2X BUCK BOX FRAMESILL SUBSTRATE ' MASONRY INSTALLATION BY OTHERS METAL FRAMING BOX FRAME/AiSTALLATIO(i 0% t t l 1111j" �� 2 5/8" MIN. 1X BUCK BY EDGE DISTANCE OTHERS, 1X BUCK TO BE SILL PROPERLY CONCRETFJMASONRYBOX FRAME INSTALLATION SECURED PGT INDUSTRIES ��eiveF' •.�''' 1070 TECHNOLOGY DRIVE �.��.. eti':' e PRODUCTRRNiSBD NOKOMIS, FL 34275 ; ,k r ND. 58705 • as -implying with tlt.Fl.IIdO DuadiagC.d. Acceptance No i - L l( = _ i = -O '•. �' l0 2-R (( 2/3LT H.R2710MI PVC HORIZONTAL ROLLER LMI 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI Acp Zo INSTALLATION DETAILS E F : Moral Dal. Prodaa �i�,ts•..•••..• DYlO Na REV • TJH 08-00883 C /1/$�/ONA&-,�� a Lym, Mid.kY� i � =" NTS I DALE 10/27109 IMM9 OF 11 P.E.. Gem CONCRETE/ MASONRY BY OTHERS 4 4 V FIN TO BE SET IN BED OF 4PPROVED SEALANT 1X BUCK BY OTHERS, 1X f BUCK TO BE PROPERLY SECURED A EXTERIOR I EXTERIOR 2 5/8" MIN. EDGE DISTANCE v c q L 1/4" MAX. SHIM SPACE RIGID FILLER 3/16" ITW TAPCON I I I' I INTERIOR HEAD & JAMB CONCRETIJMASONRY RN AVBTALLA770N HEAD SHOWN, JAMS SIMUR 2X BUCK BY OTHERS, RMSIONS - 2X BUCK TO BE a U PROPERLY SECURED �- om APPROVED SHEATING - 1 1/4" BY OTHERS MIN. EMB. FIN TO BE C NO CHANGE THIS SHEET 10/27/11 J.J. SET IN BED OF ter' APPROVED SEALANT I -_ 1/4" MAX. SHIM SPACE RIGID FILLER 3/16" ITW TAPCON I I I' I INTERIOR HEAD & JAMB CONCRETIJMASONRY RN AVBTALLA770N HEAD SHOWN, JAMS SIMUR EXTERIOR III III INTERIOR HEAD & JAMB WOOD FRAMAVG OR 2X BUCK FAV INS7ALLAT70N HEAD SHOW JAMBS SIMMAR EXTERIOR 13/16" MIN. RMSIONS a U EDGE DIST. REV DESCRIPTION om APPROVED 1 3/8" B REVISED WOOD SCREW EDGE DISI. 09/23/10 R.L. MIN. C NO CHANGE THIS SHEET 10/27/11 J.J. IEMS. FIN TO BE – PPROVED SEA NI OVUINT a nn METAL STUD 3 -THREAD RIGID FILLER 1/4' MAX. 16GA MIN MIN. BEYOND 3 SHIM SPACE BY OTHERS SUBSTRATE lFlN BY OTHERS TO BE Jo o RIGID FILLER SET IN BED OF V v ; BYSONRY OTHERS WOOD APPROVED SEALANT 1/4" 1/4" MAX. " ,#10 WOOD SCREW 3 --THREAD SHIM SPACE 16" MIN. METAL FRAMING 2 5/8" MIN. 0 C3 RIGID FILLER EDGE DISTANCE #10 TEK BEYOND SUBSTRATE SILL IV INSTALLATION ME TALhMNwG FIN INSTALLA77ON %,NX'11 I IMI 1111111' r1 SCREW EXTERIOR III III INTERIOR HEAD & JAMB WOOD FRAMAVG OR 2X BUCK FAV INS7ALLAT70N HEAD SHOW JAMBS SIMMAR EXTERIOR a EXTERIOR ��U��Jro'UJ III INTERIOR �HEAD & JAMB METAL FRAM/NG FII INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR �-- #10 WOOD 3/16" [TW TAPCON a U I 2X BUCK BY OTHERS, RIGID FILLER 2X BUCK TO BE SCREW PROPERLY SECURED c FIN TO BE 1/4" MAX. SBED SHIM SPACE FIN TO BE – PPROVED SEA NI OVUINT a nn SET IN BED OF RIGID FILLER ---,- APPROVED SEALANT J 1/4" MAX SHEATING "-}' FIN TO 13 CONCRETE/ BY OTHERS 1 1/4" IN. EMB. • 4 V v ; BYSONRY OTHERS WOOD 3 --THREAD IX BUCK BY 16" MIN. METAL FRAMING 2 5/8" MIN. OTHERS, 1X BUCK BE EDGE DISTANCE PROPERLY Y BEYOND SUBSTRATE SILL IV INSTALLATION ME TALhMNwG FIN INSTALLA77ON %,NX'11 I IMI 1111111' SECURED �.NSF" SILL •Rnvfygp CONCRETFJMASONRY FIN AVSTALLAT70N * ; NO.58705 a EXTERIOR ��U��Jro'UJ III INTERIOR �HEAD & JAMB METAL FRAM/NG FII INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR �-- #10 WOOD � I SCREW #10 TEK SCREW RIGID FILLER 1/4" MAX a nn RIGID FILLER SHIM SPACE Il JIIL JI 1/4" MAX "-}' FIN TO 13 SHIM SPACE 1 3 8" SET IN BED OF / APPROVED SEALANT MIN. EMB. 3 --THREAD 16" MIN. METAL FRAMING MIN. ;E DIST. 16GA MIN BY OTHERS BEYOND SUBSTRATE SILL IV INSTALLATION ME TALhMNwG FIN INSTALLA77ON %,NX'11 I IMI 1111111' PGT INDUSTRIES �.NSF" 1070 TECHNOLOGY DRIVE •Rnvfygp NOKOMIS. FL 34275 * ; NO.58705 :gwNhdrsl=lodda ado tvo ! .li 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI = .k X80° !s `Co011p INSTALLATION DETAILS 'o TRaxaa: owO NO. REV i�SSIONIC �C` JH 08-00883 C a �PExwmW$ �O Mu NTS OAh 'T 10/27/09 S10 OF 11 2. 4.455" ��0 0 3.06" o .5" O7 FRAME HEAD RIGID PVC .076" THICK 7 1 OFRAME SILL AND JAMB RIGID PVC.075' THICK 1.476" 1 -1.78" I- J4-uu O SASH POCKET INSERT 6068-T6 AL UMINUM .085" THICK .797" 17 RIGID FILLER NEOPRENE .W THICK .224" 2.2" L -6" Q SASH INTERNAL INTERLOCK i 0 SASH EXTERNAL. INTERLOCK Q SASH VERTICAL PLAIN RIGID PVC.07 THICK RIGIDPVC.07"THICK RIGID PVC.07"THICK f2.55" 1.395" r 1.92" 0 L OOUTER SASH INTERLOCK ALUMINUM W 83 -TS .08" THICK 1.5" 2.2' L -8' 5O SASH HORIZONTAL PLAIN RIGID PVC A7' THICK .285" -I 985" 5/16" 13 SASH 718" PLAIN BEAD 7/8" 7/8" RfGIDPVC.08"THfCK 1/8" HS 090' 1/8" HS 090" 1/8' HS .090" SENTRY GLASPLUS SENTRY GLASPLUSBUTACITE PVB BY DUPONT BY DUPONT BY DUPONT 1/8" HS 1/8" HS 1/8" TEMP 1/8" HS 1/8" TEMP EXTERIOR I INTERIOR E XTERIORTERIOR EXTERIOR INTERIOR 5/8 GLASS 5/85/8 GLASS P1tODiSIKAFLEX SIKASIKAFLEX A m�552 552 GLASS TYPE A GLASS TYPE B GLASS TYPE C REV=NS - DEMM"ON ..GATE APPROVED PER DADE LEITER DATED MAR. 24. 2010 5/19/10 R.L. REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. NO CHANGE THIS SHEET 10/27/11 J.J. 1.04" �- 9�" ®I� .738" T - ' _' 1.378" 198" -d 15 SASH REINFORCEMENT L 163A GALVANIZED STEEL .064' THICK .827" 788" .985" I @ SASH 5116" UFT BEAD RIGID PVC .OB" THICK -1 1.04" r © .738" 18 SASH REINFORCEMENT 140A GALVANZED STEEL .078"THICK -'-a-1--B9" 3T� .14" 181 ROLLER TRACK ALUMINUM 6068-T6.06" THICK 1.052" .285" .985" L_ 14 SASH 718" LIFT BEAD RIGID PVC.OB" THICK O FIN ADAPTER RIGID PVC.062" THICK .828" X 985" 11 SASH 5/16" PLAIN RIGID PVC A6" THICK BEAD 29/64" 5/16" 1 1/2" 2 1/8" 0 LI/2. RISER RIGID PVC .060 THICK -^j 1.27" .29I5" J�_ f O HEADER POCjf �V�SERT aruo.7aatR SiTnSiiAs.n PGT INDUSTRIES 1070 TECHNOLOGY DRIVE D NOKOMIS, FL 34275 to Florida 2/3LT HR2710MI PVC HORIZONTAL ROLLER LMI .61, 2/3LT HR2810MI PVC HORIZONTAL ROLLER LMI COMPONENTS AND GLAZING DETAILS "o-wo. D6RAW&- DWG NM TJH 1 08-00883 $ME NTS - 10/27/08 is -it OF 11 140.58705 A. Lynn Ar P.E�, P.E#WM MIAMa $ MIAMI-DADE COUNTY, FLORIDA 901111 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miainidade.itoy/pera/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this ' product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the_High Velacity Hurricane Zone. DESCRIPTION: Series `111115.10" White PVC Horizontal Roller Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/19/10, with revision "C", dated 10/17/11, 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. LABELING: Each unit `shall bear a Ipermanentlabel with tho mantll'acturer's -name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0901.07 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. rn Minane tsnr _ N4A ,hla 111:1I4,Q6 . tV,11V,Expiration Date: February 17,2016 Approval Date: February 69,012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of HR -510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 2. Glazing complies with ASTM E1300-02/ 04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR -510 White PVC Horizontal Roller Window -L.M.I., approved on 02/17/10 and expiring on 02/17/2015. (44 c �-- Jaime D. Gascon, E E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E--2 M-7 Wszk� — tom— _. 1--0 '4 ® IMPACT -RESISTANT HORIZONTAL ROLLER L2 5/8"MAX. TVP. BOX FRAME AND INTEGRAL FIN WINDOWS {111111/ GENERAL NOTES: _ _ 136% FRAME �: 1. GLAZING OPTIONS: 43/4" 18°MAX. O.C. ice— - SEE SHEET 7 FOR 58705 ANREQUIREMENTS A 718' IG -5/18' H/H - SOP + 7/18' - AIR + 10A CAP Cady II ` 4u '�� ' STA Z J B.7/8'IG-8/18'HM- SGP +7/18'- AIR +1/8°TCAP °nom 90/17/19 B FBG 2010 CODE CHANGE W ElEVi4T10IYS & ANCHORAGE •, O q ........ ,��'c�sslO�N�J� �A�� A. LVNNIl�d&P.E. P.E. 68706 2. CONFIGURATIONS: XO AND OX. C Wn / Hark Roper Window, Impact-resistantPD. / 3. DE$ION PRESSURES: +60f-70 PSF (ALL GLASS TYPES LISTED) amfmldmmt• amt eafwaa rs.. FUt810 NTS 1 a 90 5989-2 a / a NFcanrIVE ISSIGN LOADS BASED ON TESTED PRESSURE S. POSITIVE DESIGN LOADS BASED ON WATER TEST p PRESSURE AND GLASS TABLES ASTM E 1300-02.+ ' 4. SHUTTERS ARE NOT REQUIRED. 5. ANCHORAGE; ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, APPROVED ANCHORS: 1, 010 STEEL SCREW (Go_ 2, 3H8' ELOO ULTRACON. 0. REFERENCES: TEST REPORTS FTL-1918; ELCO TEXTRON NOA 07.0425.01; ANSI1AF&PA; NDS -2005 FOR WOOD CONSTRUCTION; ADM -2008 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVM. S. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. S. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM M. x 4' O.C. MAX. O 2 1/4' MAX. TYR �-32 314 VENT DLO WIDTH --j [-32 9/18 FIXED DLO WIDTH 73° MAX 78114' FRAME O.D. ® Design Pressure Rating Impad Rating + 80 /- 70 PSF Large and Small Mlwb Impact awrea sew a �v,,.e ma.m, aram «al + 801- 70 PSF Large Mleege impact Ortly (unwoaeuq anenmWeamm �) {Ti d s p NOA DRAWING TABLE OF CONTENTS OJ W SHEET G GENERAL NOTES. I ELEVATIONS...........................................1 GLAZING DETAILS.... .............................. 2-3 SECTIONS, I.F. FRAME ...........................4 SECTIONS, BOX FRAME ......................... 8 I`o PARTS UST .............................................. 8 EXTRUSIONS ................................. -. .... 7 ANCHORAGE SPACING, BOX FRAME .. 8 ANCHORAGE DETAILS, BOX FRAME. -..9 ANCHORAGE DETAILS, I.F. FRAME....... 10 INTEGRAL FIN MAX. SIZE - 73" X 82" 73° MAX. 32 314 VENT DLO WIDTH 32 9/18 FD(ED DLO WIDTH D PRODUCT RRtRa13D 4 / / as wrolying vilhdre plorlda t IIugdtag y5,y Ause w cs No � e3 I By c I X 4=4 O {111111/ 8112" MAX _ _ 136% FRAME �: 43/4" 18°MAX. O.C. ice— - SEE SHEET 7 FOR 58705 ANREQUIREMENTS 81/2° Mme; SIZE = 73" X 62 � Cady II ` 4u '�� ' STA Z J °nom 90/17/19 B FBG 2010 CODE CHANGE ElEVi4T10IYS & ANCHORAGE •, O q ........ ,��'c�sslO�N�J� �A�� A. LVNNIl�d&P.E. P.E. 68706 o� 9 o A Added DPAm act boat hams, ch ude above 7om=M1a,IooY DRIVE NOKOMW. FL� 3 aqx NOKONS, 342/4 Wn / Hark Roper Window, Impact-resistantPD. P Gmsn a): Date: ems J.R. 08172!09 amfmldmmt• amt eafwaa rs.. FUt810 NTS 1 a 90 5989-2 a 7/18" 1/8" ANNEALED TEMPERED GU EXTERIOR OPTIONAL FLANGE 71, WIMP X119 OVERALL GLASS NOMINAL i" LAMI GLASS NOMINAL HEAT STRENGTHENED GLASS 90 DUPONT 3PINTERLAYER HEAT STRENGTHENED GLASS 112" NOM. rGLAss SITE nus 7/8" LAMI I.G. GLAZING DETAIL �LYNIV WITH 5/18 LAMI GLASS AND 1/8 CAP *' No.58705 0. RA ti, J.J. 10!17!11 NO CHANGE 17113 3hlEP? G ZING OWGYDRIVE DETAILS - BOX OR FLANGE FRAME1-1 J. 01/18110 A Ch eaen7ake ,drew t8ls 10NNoKo�mNr �S. toR�oP.•�G`�; P O , Vin 1 Horiz Roller W/ndow, Im ad -resistant '��S!I INS� A�� NOKOMI 34274 a�ermaet eaeb: O0"�N0' R� 0. LYNN M➢:LER, P.E °m ja m2w hmlo 1:1 2 d 10 5191-2 B P.Eas37oe EXTERIOR OPTIONAL FLANGE 718" LAW I.G. GLAZING DETAIL WITH 511&' LAM[ GLASS AND 118" CAP o i070TEMNOL00YORNE GLAZING DETAILS - INTEGRAL FIN FRl NNOKOWS, FL 94276 m< P.o: eqx 1623 Nin l Horiz, Roller Window, Im act-reslsta NOKOMIS, FL 34274 0Q0�'' F�nT imlo 1'1 3 - 10 5191-2 LYNM �� C1�� •' �,10ENS�c''4F,p � Q:• * ' No.58705 Q•'• STA O • �t/�� NAL A. LYNN(I P.E. RE# 89706 7!6" OVERALL GLASS NOMINAL 6/16" LAMI GLASS NOMINAL /8° HEAT STRENGTHENED GLASS 7/16" AIRSPACE .090 DUPONT 1/6" ANNEALED OR SGP INTERLAYER TEMPERED GLASS 1/6" HEAT STRENGTHENED GLASS n TF ram BITE 718" LAW I.G. GLAZING DETAIL WITH 511&' LAM[ GLASS AND 118" CAP o i070TEMNOL00YORNE GLAZING DETAILS - INTEGRAL FIN FRl NNOKOWS, FL 94276 m< P.o: eqx 1623 Nin l Horiz, Roller Window, Im act-reslsta NOKOMIS, FL 34274 0Q0�'' F�nT imlo 1'1 3 - 10 5191-2 LYNM �� C1�� •' �,10ENS�c''4F,p � Q:• * ' No.58705 Q•'• STA O • �t/�� NAL A. LYNN(I P.E. RE# 89706 Z _ _ DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1.98 x 112 FL SMS, LOCATED AT 41/2° FROM EACH END AND AT 18° O.C. 2.98 x 318 FL SMS, LOCATED AT 41& FROM EACH END AND AT 18' O.C. 1 3.98 x 112 FL SMS, LOCATED AT 41/2° FROM EACH END, 4. CAM LOCKS: (2) AT T EACH END S. WEEPHOLES ARE VX 3118°. SEE SHEET 1 FOR LOCATIONS. - --- I—HOT HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) EXTERIOR SEE NOTE D SEE NOTE 5 DETAIL E SILL SECTION DETAIL D HEAD SECTION SEE NOTE 3 Shea arr7rr CROSS SECTIONS - INTEGRAL FIN 1070 TECHNOLOGY OfiIVE 9>lssheet rroxoeas,FLsa27e m Pm BQX 1828 U�GVin Holz Roller Window, Im act resists NOKONU9, FL 34274 4 oak sa1 Hrrs4o 4 2 2 4 -10 51912 ullll�� LYNN * ' No. 58705 •• +STA'PE.FF �•�(/� A. LYNNIMII.LER, P.E. P.E.@S8706 SEE NOTE /,—;\ SEE NOTE 4 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1.08 x 1/2 FL SMS, LOCATED AT41W FROM EACH END AND AT 16"O.C. �]T 2. q8 x 3/8 FL SMS, LOCATED AT 4112' FROM EACH END AND AT 18.O.C. Z 3. #8 x 1/2 FL SMS, LOCATED AT 41/2" FROM EACH END. 4. CAM LOCKS: (2) AT 7- EACH END HOT 8. WEEPHOLES ARE V X 3118-. SEE WELD SHEET 1 FOR LOCATIONS. HOT WELD CORNER ASSEMBLY (BOX FRAME) EXTERIOR EXTERIOR Fi4 SEE NOTE 5 DETAIL E SILL SECTION DETAIL D HEAD SECTION MI dFSEE NOTE 3 1AM t IIWUWl=:1 1070TECHNOLOOY DRIVE CROSS SECTIONS - BOX FRAME 971 9 t/1/3 Shea NOWNS, FL 94278T� P.o.9gx,m Wh l Hodz, Roller Window, lm act-n�ists NOKOMI8, FL 34274 8a HM1 o 11: —.25 « 10 - lrar5191-2 \N"' g %.YNN Aq/C(��i�i aA'. * N0.58705 �`: CAL o :t5 II c1 O '• sra E of A. LYNN M¢LEfi, P.E. P.E.A 68705 r IF ITEM DWG NO. 1 PART 0 DESCRIPTION OTY 1 5166 65166 FRAME HEAD, SILL AND JAMBS (FN ONLY) 4 2 5169 65189 FRAME HEAD, SILL. AND JAMBS (BOX ONLY) 4 4 8102 65102 FMEDMEErMRAIL 1 5 6123 86123 FIXED MIEETNG RAO. - ALUMPAIM FEW. 1 6 76X1FFAW 6 x I" FH TECH (CAM LOCK, KEEPER) 4 8 76X312PPABX SCR OM Ire FPTYPE AS (F'O(ED MR) 4 9 71669SP 330028 AUAIM SCRONSLIPPORT PLATES 2 10 6138 65138 ROLLERTPACK 1 11 8136 66138 ANIILFr 2 12 7103OW 01.RTALLATION HOLE FLIRTS (BOX ONLY) VARIES 13 8105 65105 SASH OVTEIB.00K RAIL 1 14 6114 66114 OJMOCKRAIL-ALUMNIfi1RE01F. 1 16 762DSSLAW CAMSWEWLOCKS 2 16 76133SUOM CAMSWE3'LOCK KOM 2 17 1544 91644W WSTP..187 x .270 FIN SEAL 1 18 6137 68137 SASH SDE RAL 1 19 5114 W114 SVERA0.-ALUM04UMF(EPP. 1 20 1844 61044W WSTF..187 x .270 FTN SEAL 1 21 5106 65106 SASH TOP&BOTTOM RAO. 2 22 6114 86114 TOP &BOTrOMRAIL -ALLAbMAFEW. 2 23 1844 01844W WSTR..167 x 270 RN SEAL 2 24 226.1 42112HD ROLLER HOLISM 2 25 7MUHL2 BRASS V*018 4 28. 7812FW 6 x 112 FH PHIL02Pr aVS VARM 27 7636FW 7 X 378 FH PHIL A2Pr SM VALVES 26A SSWKWIS 7/18° SU IER-SPACER 28B SSVdKW38 3W SLPER SPACER 20A 6112 65112 OLAzm BEAq 1-LBE 32A 7lW LANG W. OLASS: 118" TEMPERED OUTBOARD- ARWACE-1/8 ANNEALED -.090 PJB INTERLAYER- V8" AWEALED (6716" LAI4 - 328 YAV LAM LG. GLASS. 118' ANNEMM OUTBOARD-ARSPACE-VW ANNEALED -.090 PVB PTIERLAYER • 1JB" ANNEALED (BHB" LAND? - 34 WON 1 36 WEEPOOVERS 4 37 SETTm BLOCK 99 SILK DOW 1190 40 /–� lq4iI° ��ONV LYNN 4j/(�''ii� [�-/J\.� \` a'��: ' �,�GENSF • ;FAQ ';. * No. 50705 ••' �y� � OFF ' •'(LLI: J. 10/?7/11 NOCHANGE THISSHEET ° 0 ., sT 1o79TLxHNrnosY oT6vE BOM &EXPLODED V/EW c• aCORtO� • ' G�� J. f2 0?/? W101-7- Removed 314° 9AW and bea&V from BOM. MaX m Wn Hork Roller Window, tm act reststant ' SS101VA.'_�1`1E�N —J. -0& gjg NOKOM� FL 34274 ® ` aak �eW SNR �' A. NU`) M17LL7•E� P.E. J.R 08/12/09 HR610 NTS 6 m 10 51912 B REV 68705 r� LF.FRAME J DWG #5116 RIGID PVC FIXED MEETING RAIL ODWG #5102 RIGID PVC 688 07� •080 —ld 1 1.020•---�{ 12503,083 L 174 T FIXED MEETING RAIL REINFORCEMENT O5 DWG #5123 Al 6005-T6 SASH INTERLOCK RAIL 13 DWG #5105 RIGID PVC 1.647 1.160—� 180 •085 Frc 1.022 1 U T I SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL SASH TOPBOTTOM RAIL 2.37s LDWG #5114 18 DWG #65137 21 DWG #65106 14 18 22 Al 6063-T6 Q RIGID PVC O RIGID PVC VRODVCrWVWD aempty(ng xi�w um Ptortaa ,a, I inmg,cada .080 Acmpremallo �4•� 1.300 a •oma OOii— l Miami ada mat1 210 .080 5 ` _J%1111111,_ 3250 03NAI BOX FRAME •-"i r+--•066 `\�.��NY LYNN Q DWG #5189 I.G. BEAD ROLLER TRACK/ANTI LIFT = *' No. 58705 * ' RIGID PVC DWG #5112 10 DWG #5138 DUAL PVC RIGID PVC = o i0 1 7111 B NO CHANGE THIS SWEET O ' to7UTLUMOLUUTUN E EXTRUSION CROSS SECTIONS %�'�• ' •,FtOR10P••' G�� S,�O ...... J %t 01H A Added vveN thickness to aA exbwa/o7ts, 7emoveal not<oure PL3427s me S b9ading far 3/4•gfass. P•a spx,aze Vin Horiz Roller Window, lm Ct-resistant �,, I /��A�lL� 1 ` 0 NOKOhOS. FL 34274 U�Gs•�oas e®t m a awsaw qu A LYtAI AUK P.E. O e j R yypg Qa ` tanto 1:1 7 -10 5191-2 B P.E.o woe HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +60/-70 PSF OR LESS WINDOWon) 24 35735 42 M 54. 80 " 63 WINDOW WIDTH (in) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 2 2 Jamb 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 -3 4 4 5 5 42 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 48 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 - 54 Head and Sill 4 4 4 4 4 4 4 J 4= Jamb 2 3 3 3 4 4 5 = 5". 60 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 66 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 72 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 73 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4<: 5 5. NOTE FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. J.J. 10/17/11 R B 40 CHANGE THIS SHEET IN 01118190 A I Added addMonot encfwb* w0on. v ANCHORAGE NOTES FOR BOX FRAME: ®1. ANCHOR TYPES: 1- 3116- ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES) MINIMUM EDGE DISTANCE OF 1-. 2 - #10 SM SCREWS, GRADE6 (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 3B-. 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOW! NG DIMENSIONS, 6.6- MAX FROM ALL CORNERS JAMBS -16.3126- MAX. O.C. HEAD/SILL -16- MAX O.C. 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 6. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10. %L 9 ANCHORCHARTS Pu �1w Mn Horiz Roller_Wlndow, lm Ct-resists NOXONS, FL 94274 a NTS 8 m 10 6191-2 IM ..YNAt 4114 "41, P�� •' �LCFNSF'• .• �p �:• ' NO. 58705 p.' off•, STA OF 4,,� 0�'�`A11'1'\\. A LYN�aLER, P.E. Moum 1318° MIN. #10 SCREW, SEE #10 SCREW, SEE 1 /4° MAX. SHIM --i SHEET S FOR SPACING SHEET 8 FOR SPACING, REMOVEABLE-Almi�i�rsr FLANGE ml rN�i�@:��L. MIg7 SHEET 8 EQ? VG l 1 W. gWE SHIM ,#10 SCREW, SEEot. • U FLANGE REMOVEABLE FLANGE—/ JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD REMOVEABLE APPROVED MASONRY 3.6 KSI MIN. CONCRETE ANCHOR, SEE SHEETS .. OR 1;8 KSI MIN. CMU• FOR SPACING ' ,•S •' ori 1•r, 3.5 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU FLANGE APPROVED MASONRY PRODUCTRIwmw ANCHOR, SEE SHEET 8 . mBlyia@vithawRed" FOR SPACMG HaUnIx A—W Caft No • • 13)8+MIN. Sr I. FOR CONCRETE APPLICATIONS IN MA MI-DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 3/16° ULTRACON. EMBEDED 1 3W MIN., DISTANCE FROM ANCHOR Mi¢mt I P uM ontrol TO CONCRETE EDGE IS 1° MINIMUM. IMP 1/4" AX MNG SHIM MNG SHIM REMOVEABLE II II FLANGE APPROVED MASONRY .:� �~ ::: ;�, • :d• °a : • , 13B° MIN. ' :': ANCHOR, SEE SHEET 8 3.6 KSI MIN. Cdt�ChErE FOR SPACING OR 1.5 KSI MIN. CMU NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD SUCKS TO BE ENGINEERED BY OTHERS _<_-- �� JAMB -WI BOX FRAME- —1 -: HEAD Wf BOX FRAME -, SILL Wl BOX FRAME - - PRODUCTRIwmw THRO GN FRAM/= INTf7CQNCRETE THROUGH FRAME;INTO CONCRETE THROUGH FRAME INTO CONCRETE . mBlyia@vithawRed" BUCK OPTIONAL 1x BUCK OPTIONAL ix BUCK OPTIONAL HaUnIx A—W Caft No • NOTES: Sr I. FOR CONCRETE APPLICATIONS IN MA MI-DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 3/16° ULTRACON. EMBEDED 1 3W MIN., DISTANCE FROM ANCHOR Mi¢mt I P uM ontrol TO CONCRETE EDGE IS 1° MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 010 STEEL SCREW, EMBEDED 131W MIN., & WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2•.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOODLYNNL(��i�i BUCKS TO 'tel BE ENGINEERED BY OTHERS ORAS APPROVED SY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE `�� C� • ��cENSF'' • ;Fp MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063 -TS AND A MINIMUM OF 118° 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 SUCKS. THE ANCHOR SHALL = No. 56765 BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE _ SPACING FOR ULTRACONS MAY BE USED. J 10/17111 NO CHAIVW THIS SHEET INSTAUATIOIVDEMLS-BOX/FLAMGEFR4ME STA E OF VJ: :0,c.'., J. p- 0111 10 A No 01La sneer 1o�aTEcrwouoovnrnve N� oR�P,•. G?: 70 Ix [jj�T Wn Hork Roller Window, 1-mistant ti neem mis .Dere: � NOKOMt& FL 34274 � � m.e mrk7wa QBY A, LYNN dnuER P.E J.R. 08/12/08 Hw10 12 8 a 10 51912 B P.�8a7os 0 1/4* MAX. SHIM --I I — 1/w (.131") DIA. x 21/2" NAIL, SEE SHEET 1 ® FOR SPACING REMOVEASLE FLANGE--/ L 118"(-1311 DIA. x 21/2" NAIL, ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING REMOVEABLE FLANGE 1J8" (.131°) DIA. x 21/2" ® SEE SHEET 1 FOR SPA FLANGE 211 1/4°�MAX SHIM HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS NOTES:® acv I. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -DARE COUNTY, USE 1!8° (.137 DIA. x 21/2° NAIL i Pw . ntrot o Z WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR JU�DTER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING LYNN 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -TS AND A MINIMUM OF 1!8" THICK THE ALUMINUM STRUCTURAL ``��ON� ti�`P��.•' VGENS�c''• Q '� MEMBER $HALL 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 910 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. - * No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ JT J J. 1Q/17/t 1 B NO CHANGETHfS SHEET °`° STATE OF lwroio INSTALLATION DETAILS -INT E o, •, FLORtOP• J.R. 01/ 0 A Corrected na Jen to 2.111; added dla. In deorineJ tem RT Vin34 HzRoller WdIals �� P O AL �PEJ.R. orcen nmz O8/1210 NOA6 34274 8Viµ s510 12 WB ALYW tt P"SS70 110 ih l; � __ESGRIPTION: Series "FD -101" Outswng Aluminum French Dodr w/ Ivo Sidelites - L.M_ .T. or Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade ISSI >E I1Vi AC's` RATING: Large and Small AUssile Impact Resistant a unit shall bear a anent label rer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 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 Jaime D. Gascon, P. E. F NPA No.12--0516. t:. � MlAMI•bADE COUNTY . • Expiration Date: 00pber 18,'2017 Approval Date: August 301) 2012 Page 1 , MM IAMI- MIAMI—DADE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 t!! AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 • 6 NOTICE OF ACCEPTANCE (NOA) +n,w.miamidade.mv/development/ PGT Industries 4 1070 Technology Drive North Venice, FL 34275 w, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA-- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building ih l; � __ESGRIPTION: Series "FD -101" Outswng Aluminum French Dodr w/ Ivo Sidelites - L.M_ .T. or Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade ISSI >E I1Vi AC's` RATING: Large and Small AUssile Impact Resistant a unit shall bear a anent label rer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 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 Jaime D. Gascon, P. E. F NPA No.12--0516. t:. � MlAMI•bADE COUNTY . • Expiration Date: 00pber 18,'2017 Approval Date: August 301) 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-9.4 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 20294 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F171,-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-062910) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Van6eva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. r Jaime D. Gascon, P.�. Product Control Section Supervisor NOA No. 124516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 n o� PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.', approved on 11/23/11 and expiring on 10/18/12. c Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE S) 1. GLAZING OPTIONS: A. 3/8' LAM! NOM. (.402°1 CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8° LAMI NOM. (.402') CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. , C. 7/16° LAMI NOM. (.465"1 CONSISTING OF (1) LITE OF 3116° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.485°) CONSISTING OF (1) LITE OF 3118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. Q E. 13116° LAMI IG NOM. (.840°) CONSISTING OF (1) LITE OF 3116° TEMPERED GLASS, 1/40 AIRSPACE, (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. I 6. SEALANT' INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. ' 7.REFERENCES: ®TEST REPORTS FTL-4984, 5212 & 6884; ELCO ULTRACON NOA:11.0408.01,12-0126.09; ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS........... I GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ........... 6 PARTS LIST ...................... 6 EXTRUSIONS ................... 0,7 ANCHORAGE .................... 8-10 HURRICANE ZONE (HVHZ). GLASS ABBREVIATIONS 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN = ANNEALED 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 TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE nT M 22 REINFORCEMENT. 93 93 ® Ffg1 w -M." Q 04 of W _ t2 W J LU LU < Ir (9 Ix O Cg7 W Z 0 Lu Z Z QZ� Z cm Q U. a z 0 O_ 90 CLASS BITE 73 1/2" GLASS BITE 74 1/2" GLASS BITE rer EXTERIOR EXTERIOR EXTERIOR 94 a 94 a 94Qb d of Z 118° AN. OR 3/18° AN. OR 1/4°AIRSPACE 3118° HS. HS. GLASS 3/18" HS. HS. GLASS 3116" HS.GLASS 90 090 PVB INTERLAYER GLASS 0PVB INTERLAYER GLASS 3/16° TP. GLASS— (DUPONT LASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR 1/8° HS. GLAS9 SAFLEX/KEEPSAFE SAFLEXIKEEPSAFE_ .090 PVB INTERLAYER ,... �.� MAXIMUM) MAXIMUM) (DUPONTBUTACITE) 4 '•. a 3/8' NOM. 7/18° NOM. 13118° NOM. a . �a. GLASS STACK GLASS STACK GLASS – _ : 5 w STACK = a o: Z J;u a 4.10:: 3/8" LAMI NOM. 7/16" LAMI NOM. 13/16" LAMI IG NOM. ''20.' z GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR DENOTE 1 GLAZING OPTION E, NOTE 1 '%y� ••.... d TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS 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) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" , 7° - 83 314" 87 314" 1 913/4" 1 80 - 95 3/4" 30 37 1/2' 6° 713/4!' +75.01-75.01-+75.01--75.61+75.01-75.01+75.01-75.01+75.01-75.0 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 273/4- +75.0 -75.01+715.01-75,01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.01+75.01-75.01+71.411-71.41+67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.01+74.91-74.91+70,41-70.41+66.6 -66.6 +63.1 -63.1 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 363/4' +75.0 --f5.01+75.01-75.01+75.01-75.01+75,01-75.01+75.01-75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY APPROVED CONFIGURATIONS: OX XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH d-793/4" 7'- 83 314" 87 3/4" 913/4" 8° - 95 314- /4"251/2" 25 M"40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8149.8 +47.4 -47.4 271!2" 51314" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 311/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2.+43.6 -43.6 +41.4 41.4 +39.3 -39.3 28 331/2" 54 63 314" +43.1 -43.1 +43.1 -4.11+41.51-41.5 +39,3 -39.3 +37.31-37.3 35112" 673/41 +38.1 -38.11+38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 39 371/2" 6° 713/4" +34.0 -34.0 1 +34.0 -34.01+34.01 -34.01+34.01 -34.01+34.01 -34.0 O WIDTH 10 3/4" +75.0 -75.0 GLASS TYPES A, B, C, D OR E +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 SINGLE 19" +72.4 -724 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 21 3/4" +64.5 -64.5 27 3/4" +52.9 -5Z9,+49.91-49.91+47.21-47.2 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +44.71-44.7 +52.4 -52.4 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.01+34.01-34.01+34.01-34.01+34.01-34.0 +34.01-34.0 NOTES; I 1.GLASS�YPES: A. 3/8" (RAMI (1/8"A..090 PVB, 3116" B. 318" 1(1/8' HS, .090 PVB 3/_11 D. 7116' LAMI (3116" HS, .090 PVB, 3116" HS) Qo E. 1311 LAMI IG (3116' TR 1/4' AIRSPACE, 118" HS, .090 PVB, 3116' HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX.rxoxO O WIDTH = 731/2" MAX. WIDTH =1091/2' MAX./OXX WIDTH =107 314" MAX WIDTH =143 3/4" 3. SINGLE DOORS 33 &W WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641!8" WIDE f,R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, NPRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGf PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAM�ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX., OM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x 90" HIGH SINGLE DOOR WITH 29' SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX, D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE -+43.11-43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. PRODUCTRENI"V "" pB�.ep�aoNo � d .....(0-09 7 a\ Dade Product come W LU 03 LLI O �W A DC a dN z aN w � Q � U Da. J W 0 co ca w O O U J 4 0 a r 0 U. O N of W Y. > \ J ti 4. ..........�Qi �+ 73 1/2" MAX. IM-- - ---�I _ MX AX. "II Er IE X I 1 0 SEE NOTE 4OX OR XO 37112" �AMAX SEE NOTE 3-+-�-- --^� /EEt !4° K. Xq 49 10 Er 95314- 1 _0 49 Er 0 1 MAX. 10 lE 1 X AC . Ef X INACtT HT. lE 1 0 95 11 TYP. 84 31W MAX go DLO w TYP. _ -- - ----109112° MAX.— —_ _ - -I' SEE NOTE 4--'"- OXO —713/4" MAX. 24 9/16° MAX. DLO (TYP) E1101F, I SEE NOTE 4 36 31,V MAX. J. 33 5/8° MAX. TIT iltf� --143314°MAX.---- --- --__ 36 3/4° NOTE ---[---SEE ---'�---- MAY `- SEE NOTE 3-+-�-- --^� /EEt !4° K. Xq 49 10 Er 49 1 _0 41 Er 0 1 SEE NOTE 4--'"- OXO —713/4" MAX. 24 9/16° MAX. DLO (TYP) E1101F, I SEE NOTE 4 36 31,V MAX. J. 33 5/8° MAX. TIT iltf� --143314°MAX.---- --- --__ 36 3/4° NOTE ---[---SEE ---'�---- MAY `- SEE NOTE 4--' OXXO41 "--SEE NOTE 4 G G 95314° MAX. (TYP-) 84 3 MAX. DLO (TYP-) DOOR DLO HEIGHT = HEIGHT 413/8° DLO WIDTH W -DOOR WIDTH -1215116" (TyP') D1JD ClL ► JC F� �F DLO WIDTH=' = DOOR WIDTH/2 -11 511(" X _X A VTl NACO SIDE LITE DLO HEIGHT - HEIGHT -11 318° A A== B DLO W IDTH =WIDTH -311W X � � NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP'X' AND XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE -AU, -OX, 'OXO' 90X0', 'OXX AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND NX DOORS AS FOLLOWS: ('X DOORS = WIDTH - 5.646) (=' DOOR = DOOR WIDTH/2 4.079) Elotiaa Y 0 p !4° K. Xq d 49 41 Er 0 1 10 lE 1 X AC . Ef X INACtT lE 1 0 95 11 SEE NOTE 4--' OXXO41 "--SEE NOTE 4 G G 95314° MAX. (TYP-) 84 3 MAX. DLO (TYP-) DOOR DLO HEIGHT = HEIGHT 413/8° DLO WIDTH W -DOOR WIDTH -1215116" (TyP') D1JD ClL ► JC F� �F DLO WIDTH=' = DOOR WIDTH/2 -11 511(" X _X A VTl NACO SIDE LITE DLO HEIGHT - HEIGHT -11 318° A A== B DLO W IDTH =WIDTH -311W X � � NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP'X' AND XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE -AU, -OX, 'OXO' 90X0', 'OXX AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND NX DOORS AS FOLLOWS: ('X DOORS = WIDTH - 5.646) (=' DOOR = DOOR WIDTH/2 4.079) Elotiaa Y 0 p !4° K. Xq d go w F J O Lij o V3 ot) u. O W � M Z O 2 Z fD Z O W N 1- � � � 1O N LJJ p LL w ¢ o gni = 2 Zto r S V GR I IVF1L VTERIOR EXTERIOF 60 MAX. DLO SL SECT. B -B VERTICAL INTERIOR CLEAR -COLORED I< IE E BHT SL VIEW G -G CORNER ASSEMBLY wpbdwr�mtaa A NO r '� Qgyy Dato OIUa,ni Dada p�uo1 N - p AT HEAD/JAMB O AT SILUJAMB O g WCD z ~ O FL W p �' U) U- (� ad O co jr O Q� F p 0 N zz N U Iy O p cz �..... . 14 �441 20. , � .............0, < i i i s I i i f w sII Ln HEI( SL SECT. B -B VERTICAL INTERIOR CLEAR -COLORED I< IE E BHT SL VIEW G -G CORNER ASSEMBLY wpbdwr�mtaa A NO r '� Qgyy Dato OIUa,ni Dada p�uo1 N - p AT HEAD/JAMB O AT SILUJAMB O g WCD z ~ O FL W p �' U) U- (� ad O co jr O Q� F p 0 N zz N U Iy O p cz �..... . 14 �441 20. , � .............0, < :3f.",'^ -. .. g;i1-•t'afa+fi 3'+g` -___.-_' vn".#i'�"t $a:+g " - �.-, -. SPACING, SAME AS I�—MAX. SL WIDTH-- _j 67 JAME ANCHOR SPACING I I (SEE SHEETS 7,8 AND 8) I- DLO �I \ ID2SL SECT. E -E 62 HORIZ. (DOOR, W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY INTERIOR EXTERIOR MAX. SL WIDTH►{ uw SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Y04 U U JLU � (n O Z F- to cl) ad LL O W 0 U) Q VW U p IN– Z W Zi� z c= z cV O 1Z LL O o aN N o j d a XNA te- I gg" a$o IN c o;i Z ti a: z- �' u o : _O ITEM DWG # PGT# DESCRIPTION 1 9438 60411 FRAME HEAD 2 1010 0300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 4 955 7965X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRKEPLATE 6 966 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH 8. 996 70996 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 996 70988 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 8533016 FILLER D ADAPTER ll 11000 811000M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL T -SLOT CAMSBURY#32011) 13 11004A 611004M O WING THRESHOLD CHANNEL COVER 14 11001A 4 10 1A ACETAL SPACER .086 (INHOUSE INJECTIONMOLDED) 16 11002A 411002A AC AL SP .096 (INHOUSE INJECTION MOLDE ) 16 11003A 411WM ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 815D 8 FRAME JAMB (OUTSWING) 21 1010 5 3W WS .,Q-LON .190 X.376 HIGH 22 8608 88808MREINFORCEMENT. 1.000 X 2.750 X 0.650, 6061-76 23 940 76X112PBATS 95 X I.WQ PH SQ A S 24 1 71048 JAMB SCREW COVER CAP 29- 930 4172IN STRIKE PLATE INSERT 26 1116 710X34PFA #'10X.760 PH. FL. SMS 27 7070 67070K —BULDWEA7HERSTRIPASM300HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 919 8811 DOOR PANEL, SIDE RAIL 32 917 7FRM0 E EXTRUSIO 33 1178 71058FP W,B #10X.626 H. Fl MS 34 913A 80378M TRIMS CLAMP 35 1130 6TRODA 6-18 THREADED ROD 39-990 7M UTA 6116-18 FLANGED HEX NUT 37 914A 80379M WEATHERSTRIP CHANNEL 36 7834FPT #8 X.76 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES 40 1023 679240 IWSTP.. .187 X.260 HIGH, FINSEAL 4r 928 41 8 LAS Y.( C PANEL ONLY) 42, 1145 7OX12FPAW 06 X.600 PH FL SMS TYPE RDS 43 1212 7P3OGG SILL OLIST PLUG (INACTIVE PNQ 448983 DOOR PANELAS 0 L 1 (OUTSWING) 45 9846 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 8Q2001( WSTP.,Q-LON.190X.200HIGH 47 929 74UBLOK LOOK SUPPORT ASSY. 41707 & 41708) 48 1139 7634E 1#67.750 PH. FL SMS 49 982 F02PTAY 2 PT. LOCK ASSY. 50 8 180FS RUBBER SLEEVE 61 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 62 931 7F SPX DEADBOLT STRIKE PLATE 63 1118 71OX34PFA #10 X.760 PH FL. SMS 64 967 70967X HANDLE STRIKE PLATE 55 1118 171OX34PFA 1#10X.750 PH FL. SMS 0 ITEM DWG # PGT# DESCRIPTION 60' Q20D 6920D SIDELITE HEADER 61 021D 6921 SIDELITE SILL —9-91613 80361 SI ELITE JAMB TF 1166 78'[POA r1.000 QUAD PN. SMS 84 7 HEAD GASKETS ( TOCKING #7(996) 86gog 7999 SILL GASKETS (STOCKING #70999) 66 A 61641M SIDELITE JAMB ADAPTER 67 #12 1. 0 SME T E AL CREW 70 71203K SETTIING BLOCK, 3132" X 114 X 1" W/P$A, 66+/-S RO. 71W7S7 SETTING K, 118° X 112" X 1" W/PSA, 86 +/.6 OURO. 72. BEAD, 7/10- 73 BEAD, 3/$" 74 w EAD, 13/18" IG 904 114" DURASEAL IG SPACER 91 �O BULB, INN (USED IN EXTRUDED BEAD) 92 088 164986 BEAD, INTERIOR 93 224 247 BU , THICK (USED IN XTRUDED BEAD), 66 +1-1 DURO. 94 NG SILICONE, O OR ON 95 I -118" A. .90 PVB. 3/1 HS 96 LA S, 318° I- Iff HS..90 PVS, 3118" HS 97 SS.11 1 MI .. -3flWHS,;80PV8i3flWH3 18" A, .90 PVSi MW HS 99coLAss, 13118° LAMI G - 3/16" TP,1/4" AIRSPACE, 118" HS, ,90 P . , 3118" HS 103 OFF -THE SHELF IDEADBL LOC .504-+� 13OUTSWING THRESHOLD CHANNEL COVER 6063-T6 �-2.760 ------ 1 tow Z'1 TUBE MULL 6063-T5 RENEWED nwitLdw Florida _ 52 N p O ~ O c a J � �P w O �O LL FFN U, U Z a Q F N Z � � d N LL � Q N IM a. p _•w o s-- O: Z r z•W �' � N� +�� yy z r) 1.750 ►I 4.826 4.000 .062 - 1 I L - DOOR PANEL 30 TOP & BOTTOM RAIL 6063 -TS -1.750--i 4.728 4.100 .062-- --1.750- 4.726 82 1.4003.655 - _ 3.111 '� o5o---4 1 O FILLER HEAD AD AP -1.750-4.726 4.10011 .062 4.675 DOOR PANEL DOOR OANEL 31 6810663 T55 IL I AA t INTERIOR ASTRAGAL ��/ 8083 -TS', 1.500 ' 1 .125 5&0 760 683 060 APTER 34 TRUSS CLAMP %3 3/8" GLAZING BEAD 8083-T5 6083-T5 i-► --- 3.100---� �3.000� 11 1.272 Sg - I-0 5.459 1 FRAME HEAD 6.086 .076 I 8083-T8 060 - 760 .079 1.489 .489 1- TV 3.000 ►I 11 OUTSWING THRESHOLD 6083 -TB 1.750-- 4.726 D62 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 x.525 .683FA j-.050 72 7/16" GLAZING BEAD 6063 -TS 1 j IL--As---J 1 1 -3.100 -►I OSL HEADER O SILL 60• gp6063-T660 61 6o63 -T6 1.4801 3.000 050 20 DOOR FRAME, JAMB 6063-T8 1.578 --►� .890 .050 3.000 62 SLJAMB 6063-T8 SL JAMB G6 ADAPTER 6063-T8 .050 1.620 .250 37 WEATHER STRIP CHANNEL 6083-T5 0*376 24.12 ,125 1 32 HINGE 8063-T5 { �►--.172 .683 T -1--T1 O6fl - 1 1.092 I- - 74 IG GLAZING BEAD 6063 -TS 7UCT RENHWED npiyin with the Florida Dada Pmdaet Coniro Y c1q • 0 O U d 9 us C6 IS J � Oo u- 010 0O _ 2 U LL o LL Q z d cj m'4- 1 _ y� HEAD I ZONE "C°� HEAD HEAD HEAD HEAD HEAD ZONE -D"--f--ZONE "D° -ZONE -E"" ZONE -D"ZONE -E" l PRODUCT RENEWED as complyms with the Plodda PoNin ce Aow No) 7 10-02. Dam x =MINIMUM JAMB ANCHOR De prodactCa ' LOCATION. _ 4 C4 ❑ O ---'- O z XX z ZO O XO OR OX o — = ADDITIONAL JAMB N N N N NO ru N N ANCHOR LOCATION, m� ¢� Q� m m m EQUALLY SPACED AS REQUIRED PER TABLES (Fi 3-7 ON SHEET 9. V) r. j SILLSILLII °C°� I °D" -.EZONE -D°ZONE LU Qp ZONE SEE TABE 3., SHT. 9 HEAD Q�ZONE'D'tZONE ZONE W EE TABS 4. SHT. 9 SEE TABLE 5.. SHT. 9 SEE TABLE 8.. SHT. 9 y U Z Q LL Q co HEAD HEAD }-ZONE ZONE I "E" ZONE°F-� "E" HEMHEAD HEAD HEAD HEAD HEAD HEAD ZONE ZONE ZONE-} ZONE-D°ZONE -F°� r "E° ZONE^F°ZONE°F°� EXAMPLE (3Z w a "E" I ANCHORAGE SOLUTION O FOR A CONCRETE`L Q w = OXXO INSTALLATION o LLI w A. 19°x833/4" SIDE UTES "B" ANDai LLL y W�p < 'gyp go °gyp °E- ZONE ANCHORS FROM TABLE 7, SHEET 9. C fV = U N OXO o W p OXXO s xx0 OR Oxx Z 10 ❑ LL- m N N m m PLUS; ❑ B. 71 3/4"x 83 3/4" XX DOOR ZONE -F- ANCHORS FROM TABLE 4, SHEET 9, EACH -P' ZONE. ppt� ir3 SEE ENCIRCLED VALUES, SHEET 9 $� SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS a SILL SILL SILL ZONE ZONE SILLILL ILL SILL SILL V � SILL __� SILL �_ ZONE ZONE ZONE EACH JAMB AND 2+5+5+2 - (14) TYPE 1 OR 2 ANCHORS AT HEAD "E" E" Z ZONEP "E" "E" Z - 'E" AND AT SILL SEE TAB EE7. SHT. 9 SEE TABLE 7., SHT. 9-� SEE ABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4 -!IX DOOR, = ANCHOR LOCATION FOR ��` �Q .• ''•.'L ' WITH 19"x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) EXAMPLE ABOVE �` :' cf w NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. /i'12 SCREWS ; w a o 2 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3- MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. = r :�7 z V.-' o ` u �O' JAMBS (ALL: 131/4- MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, W MAX. FROM ASTRAGAL 7/8" •, ° � tiHEAD CENTERS AND 20 MAX. O.C. & SILL OF SIDE LITES& 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. t>T11�Tfop TABLE 3. X DOORS ® TABLE 4. XX DOORS TABLE 6.0 SIDE LITE QD TABLE 6. XO & OX Q TABLE 7.0X0. XXO, OXX (ALSO ?C DOOR OF XO & OX) & OXXO /U GLASS TYPES A. B. C. D, E GLASS TYPES A, B, C, D. E GLASS TYPES A, B. C, D. E GLASS TYPES A, B. C. D, E GLASS TYPES A, B. C. D. E ANCHOR TYPE ANCHOR TYPE ANCHOR TYPEANCHOR TYPE ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1.2, CONC_ & SUBSTRATE 2,3, WOOD 1 1,2, CONC & SUBSTRATE 2,3. WOOD 1.2, CONIC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONIC DOORWOTHS LOAD ZONES DOOR WIDTHS LOADZONES WDTHS LOAD ZONES DOOR VVDTHS LOAD2ONES O DOOR WIDTHS LOAD QcoLL ZONES 0 s W mIo�'. CD F- oo 25.50 W"X'- -. W "0"- 10.75 "X'- 26.50 • � < Ci w 'A'- ' - 25. N O LLL o TO 37.60 TO 71.75 TO 36.75 TO 37.50 G TO 37. 50 f� LP � o aao= 4. O I b ")CC'- 47.76 IL " i 21 to ""mm !faW-jt9j 4 1 3g 0Z1LITEE KTO 71.75 g-a;Da fidT!u} T 4 TE xx7[L� -Saa WDTH W. X Xx$ x x HT. WDx HT. WDTH x Hi. OO X OW x XDTi Ox 25.60 x 79.75 6 2 7 4 2 3 47.75 x 79.7 4 3 8 4 2 3 10.75 x 79.75 4 1 4 1 10.76 x 79.75' 4 2 F_ 4 2 10.75 x 79.75 4 2 4 2 83.76 6 2 7 4 2 3 5 2 7 4 2 3 83.7WS4 7 4 2 3 87.74 7 4 2 3 63.75 87.76 4 1 4 1 4 1 4 1 83.76 87.75 4 2 4 2 4 2 4 2 83.76 97.75 4 287.75 4 24p9176 6 2 7 4 2 3 91.764 7 4 2 3 91.75 4 1 4 1 91.7fi 4 2 4 2 99.76 4 2 4 296.7 27.60 x 79.76 6 2 7 4 2 3 6 2 7 4 2 3 96.764 7 4 2 3 61.75 x 79.76 6 4 7 4 2 3 95.76 12.75 x 79.75 4 1 4 1 4 2 4 2 95.75 12.76 x 79.75 4 2 4 2 iQ 4 2 4 2 p. 95.75 1276 x 79.76 4 2 4 2 4 2 4 2 63.76 6 2 7 14121 3 83.76 5 4 7 4 2 3 63.76 4 2 A 1 2 83.76 4 2 •4 4 2 '4 83.75 4 2 4 2 87.76 6 2 7 4 2 3 87.76 6 4 7 41 2 3 87.76 4 2 4 2 87.76 4 2 m 4 2 m 87.76 4 2 4 2 91.76 6 2 7 1412 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 81.75 4 2 F 4 2 H 91.76 4 2 4 2 95.76 8 2 7 4 2 5 86.76 8 4 7 4 3 6 96.76 4 2 4 2 96.76 4 2 4 2 4 2 95.76 4 2 4 p 4 29.60 x 79.76 6 2 8 1412 3 55.76 x 78.76 5 4 7 4 2 3 19.00 x 79.76 4 2 4 2 19.00 x 79.75 4 3 19.00 x 79.75 4 3 83.76 6 2 6 1412 3 83.76 6 4 7 4 2 3 83.75 4 2 4 2 83.76 4 3 42 83.78 4 3 87.76 91.7 8 2 8 4 2 6 8 87.78 6 4 7 4 2 3 87.75 4 2 4 2 87.76 4 3 4 2 87.76 4 3 p �=1 p R= 4 2 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 4 2 01.75 4 3 4 2 4 3 4 2 4 2 85.78 31.60 78.76 8 2 8 4 2 5 8 2 8 4 2 3 95.75 6 4 8 4 3 5 69.76 70.76 8 6 8 4 2 95.76 21.76 78.76 4 2 4 2 85.76 4 3 , 4 2 05.75 0 x V x x 3 x 4 2 4 2 21.76 x 79.76 4 3 4 2 21.75 x 79.78 4 3 Ix 4 2 83.76 8 2 8 4 2 6 83.75 6 5 8 4 2 3 83.76 4 2 4 2 63.75 4 3 4 2 83.75 4 3 S g 87.76 S12 8 4 2 5 87.76 6 6 8 4 3 6 87.76 4 2 4 2 87.75 4 3 W 4 2 w 87.76 4 3-4 4 2 91.76 8 2 8 4 2 6 01.76 6 6 8 4 3 5 91.75 5 2 4 2 91.76 6 3 4 2 91.76 6 3 p 4 2 p 95.75 7 2 10 4 2 6 96.7 6 5 8 4 3 6 5 2 4 2 06.7 5 3 4 2 95.76 5 3^ 4 2 33.69 x 79.7 8 3' 8 4 3 3 83.78 x70.7 b b 8 4 2 3 .95.75 27.76 x 79.78 b 2 4 2 27.76 x 78.75 6 3 4 2 27.76 x78.76 6 3 m 4 2 4 2 83.76 8 3 8 4 3 5 83.7 6 6 6 4 3 6 83.76 b 2 4 2 83.75 b 3 4 2 83.75 5 3 F H 87.78 6 3 6 4 3 5 87.7 6 6 8 4 3 b 87.76 6 2 4 2 87.75 b 3 87.76 6 3 2 2 4 2 4 2 8 3 4 3 4 3 81.76 7 770 4 3 6 91.7 6 5 8 4 3 b 01.75 6 2 4 2 91.76 81.76 8 3 4 3 96.75 7 3 10 4 3 5 95.7 7 8 10 4 3 5 95.75 6 2 4 2 96.74 6 3 4 3 4 96.76 8 3 F' F 35.50 x 79.75 83.75 8 3 8 4131 5 8 3 8 4 3 5 67.75 x 79.76 6 6 8 4 3 6 83.7 6 5 8 4 3 5 36.13 x 79.76 83. 8 3 4 3 6 3 4 3 38.13 x79.76 83.76 8 4 6 4 p 4 3 4 3 38.13 x 79.76 83.75 8 4 6 4 4 3 4 3 87.76 6 3 8 413 5 07.7 8 5 8 4 3 6 87.75 7 3 4 3 87.76 7 5 � 4 3 a 87.76 7 7� 4 3 91.75 7 3 10 413 6 91.7 7 6 'i0 4 3 6 91.76 7 3 4 3 91.76 7 5 p 4 3 p 91.76 7 6 K 4 3 K 95.75 7 3 10 413 5 95.76 7 6 10 4 3 5 95.75 7 3 4 3 95.75-7 5 C1 Q 4 3 4 3 U Q 95.75 7 S s Q 4 3 4 3 Z 37.50 k 79.75 6 3 8 4 3 _6 1. 8 6 8 4 38.75 x 78.75 8 3 4 3 38.75 x 79.76 8 4 36.75 x 70.75 6 4 83.75 ;8 3 8 4 3 5 83.76 6 9 3 6 83.76 8 3 4 3 83.76 8 4 m 4 3 m 83.76 8 4 W 4 3 Q W 1 i7 3 10 4 3 6 G 8 6 9 4 3 6 87.76 7 3 4 3 87,75 7 5 4 3 67. 7 6 4 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 81.75 7 3 4 3 91.76 7 6 �j 4 3 91.7 7 5 4 3 95.7 7 3 10 4 3 5 95.75 7 6 10 4 3 5 86.75 7 3 4 3 95.76 7 5 4 3 95.76 7 5 4 3 APPROVED ANCHOR TYPES: 1. 114° EUCQ TAPCQillS_ 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G6) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. FToAda 1 1" xx i Y 04 O W W H J Lu N O QcoLL ad 0 s mIo�'. CD F- oo H Z �Z • � < Ci w N O LLL o N �I a Qa G a3 o aao= 4. O I b IL Yom'•. .. ips uR �x S� rr- 3 �a Al M� 2X WOOD 1 3/4" 1 3/4" 2X WOOD 3.4 XSI MIN. CONIC. 13/4" MIN. E.D. BUCK, NOTE 2 3.4 KSI MIN. CONC. MIN E.571 BUCK NOTE 2 PRODUCrRENMED lXWOOD bUCK, NOTE 2— as complying vAth tim PIWW 1X WOOD !-'r- I 3/W'TYPE 2 Buflft Code 1 3/4"TYPE 2 BUCK, I 318'TYPE I D I 318'TYPE I BU I 3/8"MIN. AccWww 8 E~ 1 3/8' 2 No MIN. 1/4" MAX. 1/4' MAX. 1/4" MAX, 1/4 MAX, SHIM SHIM OC SHIM WOOD SHIM ANCHOR CONC. EXT. WOOD EXT. CONIC. ANCHOR, TYPE EXT. 2 OR 3, ANCHOR, ANCHOR, N 0 w NOTE TYPE ANCHOR 2 NOTE TNOTEI I NOTE TYPE 2 OR 3, (1) DOOR HEAD (WOOD) 1 1/4' TYPE 1 OR 2 (CMU) NOTE 3: DOOR HEAD (CONC) -1 3/8"TYPE I (CONC) < 1318, X SIDE LITE HEAD (WOOD) SIDE LITE HEAL) (CONC) (L 1/4" MAX. SHIMMIN. S 1 3f4* TYPE 2 (CONC) I 1/4° TYPE I OR 2 (CMU) _T 1/4" MAX. SHIM 1318' MIN. 1/4° MAX. SHIM I 31r TYPE 1 (CONC) 18 314"MIN.E.D. . 0. • , T 1 314' TYPE 2 (CONC) WOOD 0 13/4" CONC. MIN. E.D. ANCHOR LU ON CONC ANCHOR, NOTE'll ANCHOR LL STAGGERED 1.5 KSI MIN. CMU OR CENTERS,- ON 3.4 KSI MIN 0 WOOD CONC. ad TYPE STAGGERED ANCHOR 20R3, CENTERS 314" MIN. E.D. 0 NOTE 3/4"MIN. E.D. TYPE NOTE1 2 OR 3, IX WOOD BUCK 1 �EXT. MIN. CMU OR to 2X WOVOID I FIS KSI BUCK NOTE 2 NOTE2 3A KSI MIN. CONIC. BUCK, NOTE 2 IX WOOD BUCK NOTE EXT. x X: 0 w W ZWw DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) 0 = 0 WOOD ANCHOR TYPE 2 CONIC. ANCHOR, z w 4 p: OR NOTE I C -i f LL —WOOD ANCHOR, TYPE 2 OR 3 NOTE I CON 0� 0 C. ANCHOR, NOTE 1 IXWOOD (L r EXT. a 3: BUCK NOTE 2 < 04 () :3 LL 1/4" MAX, EXT_ NOTE Iz I 1/4" MAX. IW MAX IW MAX SHIM M SHIM SHIM 1 318" TYPE I 1318* MIN. 13/4' TYPE 2 1 3/g MIN. "r" -1318* TYPE I 3.4 KSI MIN -1314-TYPE2 1314" 3.4 KSI MIN. CONC. N. E.D. 2X WOOD BUCK, NOTE 2 2X WOOD BUCK NOTE 2 CONC. 1314* DOOR SILL (WOOD) 'MIN. SILL (CONC) SIDE LITE SILL (WOOD) MIN. E.D. c2! SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'TAPCONS EMBEDDED 1 3/S" MWCrYPE 1) OR 1/4SS4 CRETE -FLEX EMBEDDED 1 3W MIN: (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE ........... Ak/jD'/' #12 SCREWS, G6 (TYPE 3) OR ELCO IW SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3i8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 117 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE s'O0* AUTHORITY HAVING JURISDICTION (AHJ). Z:: 3. IF SILL Is TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, RON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ............ % 4c /011111W