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WS-14-331Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 214908 Permit Number: WS -2 -14 -331 Scheduled Inspection Date: June 27, 2014 Inspector: Rodriguez, Jorge Owner: DORSCHNER, JOHN Job Address: 390 NE 101 Street Miami Shores, FL 33138 -2425 Project <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135260 Phone: 954- 979 -2137 Building Department Comments REPLACE 19 WINDOWS & 2 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 207553. June 27, 2014 For Inspections please call: (305)762-4949 Page 18 of 23 ■10TICY OP COMMINCFMIN? 1 AECCR0l0 CCPY UU T SE POSTED ON THE JCS SITE AT TIME 01 111131 ili3PKTiON rsx FOLIO I IO. 11 -37. • -. 0 (3 -SW) ? EA'S, NO. 111111111111 1III1 61111111111111111111 III IIII .SrAME OF FLOPIO.% CCU.NTY OF MIAMI•OAOE: ' 7300(64 8 r1 tE UNOEASICIPIEO hereby gives notice that [repro entente w'd be made to certain twat proosme and in accordance *tin Chapter T13. Rands Statutes the Wowing infamat cn s provided In this Notice of Commencement. rCFf1 2014R07143719 OR Bk 29O$5 Ps 01971 (1es) RECORDED 0/26/2014 10:M131 HARVEY RUVINi CLERK OF COURT MIAMI -DAIDE COUI1TYi FLORIDA LAST PAGE I . Legal description of property and street/address: 34 b Nz tot ST mf111mj S 015lett irL 3.31 t'Yl (A'rn (. I ,S fb to — l o L, TS l 2 l 3y 2. CasCriptlon of improvement: (t) air 3. Owner(a) name and addressc '7C5'i.d -I f� .6fZ 31t0 ,Je 10_L rmtmnd t In tereet in property: i)1 c) Name and address of fee simple titleholder: 4. contractor's name and address: I l-+O gone. 4 t4 t-telitittilP P 300 t TEArrft altt deet5 5 5. sums 'Payment band required by owr'�er front contractor, it any) Norm and address: unt • ban 8. Lender's name and address' 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as Ptavrded by Section /11•t. (1)(a)7., Fonda Statutes. larrte and address: 1, In ,ddrtion to hrmseit, Owners designates Ma toitowing parse/vs) to receive a copy at trio Lidnor's Notice as provided n '3ecaen 11110(10), Florida Statutes. r 1.im a and address: 1. Expiration date of tnis Notice of Commencement: (the evpuatton late is I ,ear from the date of record:nq unless .a . li figr'ern date is '3p '3ir7noturer 1Owner Print Owner's Name JO bard -C° d 1` Sworn to and iubscnbed before me this 79 fay of ' 4A) , PI notary P•lbiic Jrint Notary's Name ',ly t:dmmiaston 5vpinas• ,1 •r ... (. 4•�r /4".' ..4144, LAWRENCE M BURNETT f . MY COMMISSION 0E151851 1 EXPIRES December 08, 2015 (4U'►t3 8B-0153 FlorMalloS O. .aom 'rpoared by 0F Obtzse, 14-0e4t, A '!dress: �A OE IbL ST- r" s."9 • o tus 73►°(- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDIN PERMI APPLICATI Permit Type: BUILDIN JOB ADDRESS' 3q. 0%) E bl City: Miami Shores Folio/Parcel #: 11 - 3 06-0 13 - 5.26 c7 Is the Building Historically Designated: Yes FBC 20 Permit No. LXS 2 4 3 I Master Permit No. ROOFING ST County: Miami Dade Zip: 33 ( 3$ NO Flood Zone: OWNER: Name (Fee Simple Titleholder): )f7 O a6C4- .3 t� Address: 390 Ks C i©i 6-r City: m (PrCr\ State: Phone #: SOS - l{ [ Ca —13 t3 6, zip: 33138 Tenant/Lessee Name: l A Phone #: Email: CONTRACTOR: Company Name: 1 OE r k' c a ' 111 4:5mo 4,Jc S Address: a Gq o G-i m Sf vo 96-As ape, City: ft`I $-T State: Qualifier Name: 6 - 'f" 16 eArro ) State Certification or Registration #: CRCOL{(, Contact Phone #: 1.-15 11-1) A Email Address: DESIGNER: Architect/Engineer: Phone #:) ,8 -% -OK I Zip: 30339 Phone #: `'(11-33E, --(0 g S Certificate of Competency #: Phone #: Value of Work for this Permit: $ 1-1 t" 4:5 Square/Linear Footage of Work: Type of Work: DAddition 1Alteration UNew ORepair/Replace Description of Work: lP ! )O,I,1 f ( w>•e.r g „FL-for-7' RbR J. , M'�, aciq ODemolition Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N1� Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip NIA Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to ' ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap i 4' and a reinspection fee will be charged. Signature i Owner The foregoing instrument was acknowled ed before me this CI day of , 20 ty , by (42R - S'`rt76 m who is personally known to me or who has produced it- r7� As identification and who did take an oath. NOTARY PUBLI Sign: Print: My Commission Exp btit -1(— cS • * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MARIUSKA MORALE V COMMISSION i EE 079312 EXPI RES: AO! 11, 2015 s ^ded Thlt 3udget.. lotary Services * * * * * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of (3L1-iyj , 20 by ' &. •vpr. who iy sonallY knt to me or who has produced as id ' fication and who did take an oath. NOTARY PUBL : I a. Sign: Print: rn My Commission Expires: fT-1 It - MAI oIUSKA MORALES MY COMMISSIOM! Y EE 079312 EXPIRES: April 11, 2015 c sided Thru NdgPl tlotary Service:. ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY / 9' Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk • LIMITED E•'D l't)WEtt OF ATTORNEY RE I'r KNOWN, That U C514.0 P5)(-6(-4-1004- these presents duos snake and appoint -rHiD :1t Fiume Scrvicos, Itte. di bin, The Home Depot At Home Services anWur its agent ( "Principul ") has made and appointed, an trigs and iauvt'ui, Attorney -in -Fact tor hittvher and hisillor mune, place and Stead, ter the following specitic and (inure purposes only: Ti, execute uny and all documents reasonably necessary, Including without limitations uny permit uppilcutit for the sole, specific and limited purpose of obtaining is permit for home improvements on behalf of the homuuowner(s) ' & and for the property located ats 3C tD N i` i ( ml YIt fi— ' 3i3 giving and granting said , norney -in -Fact thl l power and authority to do and pertbrm ALL and EVERY act and thing wltutsuever necessary to be done in and about the specific and limited premises (set out hereinabove) as rutty, to all in ft and purposes. as might or could be done if personally present, with bell power of substitution and revocation, hereby rati eying and confirming IN WITNESS WHE Signed, Sealed and De all that said attorney shall law do or cause to be done by virtue hereof: OR, I have hereunto set my hand and seal this ered in the presence oil W ITN F day ut =0 STATE OF: couNTY OF: arE 4.4ite t-c) .e Notary Public nt :utd for the Matte ut. Florida. du hereby ecru ty that °1-0 b Qtir 1 , who is either l ) personally known to me, or I) who provided Pt* L .is'demitieatiun• appeared before me this day in person and a cknowtedued that tic, lio .aum:LI. waled and delii.ered that said instrument as his her free and voluntary authorized for the uses and purposes herein set torth. e ii e n under my hand and official seal this Z9 ilay J 4u.0/17 , .tf / e/ LAWRENCE M BURNETT ;*e MY COMMISSION # EE151851 EXPIRES December 08, 2015 (4N7) 3164153 Aondalloeeuy&r.w .cc n ,Notary Stamp Notary 1'uhlic THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 7300164 Dorcher Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF (9 PSF ( +) PSF ( -) PSF Wdth IN Height IN 1 4 FL14996.8 DH 65.00 65.00 40.10 43.40 37 51 1X4 Mull NO 2 4 FL14996.8 DH 65.00 65.00 40.10 43.40 37 51 NO 3 4 FL14996.8 DH 65.00 65.00 40.10 43.40 37 51 1X4 Mull NO 4 4 FL14996.8 DH 65.00 65.00 40.10 43.40 37 51 NO 5 4 FL14996.8 DH 65.00 65.00 40.10 43.40 37 37 N/A NO 6 4 FL14996.8 DH 65.00 65.00 40.10 43.40 0 51 N/A NO 7 4 FL14996.8 DH 65.00 65.00 40.10 43.40 51 51 1X4 Mull NO 8 4 FL14996.8 DH 65.00 65.00 40.10 43.40 51 51 NO 9 4 FL 14994.8 SGW 50.00 50.00 40.10 43.40 73 26 N/A NO 10 4 FL 14994.8 SGW 50.00 50.00 40.10 43.40 73 26 N/A NO 11 4 FL 14994.8 SGW 50.00 50.00 40.10 43.40 73 26 N/A NO 12 4 FL 14994.8 SGW 50.00 50.00 40.10 43.40 73 26 N/A NO 13 4 FL14996.8 DH 65.00 65.00 40.10 43.40 27 51 N/A NO 14 4 FL14996.8 DH 50.00 50.00 40.10 43.40 51 51 N/A NO 15 4 FL14996.8 DH 50.00 50.00 40.10 43.40 51 51 N/A NO 16 4 FL14996.8 DH 50.00 50.00 40.10 43.40 51 51 N/A NO 17 4 FL14996.8 DH 65.00 65.00 40.10 43.40 37 37 N/A NO 19 4 FL14996.8 DH 50.00 50.00 40.10 43.40 51 51 N/A NO 20 4 12- 0516.02 GD 75.00 75.00 40.10 43.40 35 82 N/A NO 21 4 11- 1018.19 PD 60.00 60.00 40.10 43.40 107 82 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 WiNDOW IAGRAM SHEET 14 113 °6t4ci "•■•,_ _ 1 `4.." 1 .. 4a... • N 1 M r' 4 "60dur; 2C / /. . A • 1.rway Y..,44 ALL/ 1J..... • FLORIDA BUILDING CODE 2010 - ASCE/SEI 7 -10 - WIND LOAD TABLES - 170, 175 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D WIND PRESSURES IN PSF WIND PRESSURES iN PSF Building Height 0-15• 16-20 21 -30 31-40 41 -50 51-60 LOCATION EXAMPLE WIND PRESSURES IN PSF "a IADU vi`t nr^ml- EXPOSURE C 170 MPH VELOCITY - EXPOSURE D 170 MPH VELOCITY - EXPOSURE C Roof Slope less than 10 degrees Positive i4 & z5 34.6 36.8 40.0 42.5 44.6 46.3 Negative z4 37.5 39.8 43:4 46.1 48.3 50.2 46.1 49.0 53.4 56.7 59.4 61.8 Roof Slope greater than 10 degrees Positive z4 & z5 37.8 40.2 43.7 46.5 48.7 50.6 Negative z4 41.0 43.6 47.4 50.4 52.8 54.9 50.6 53.8 58.6 62.2 65.2 67.8 BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES Building Height Roof Slope less than 10 degrees Roof. Slope than greater 10 degrees Positive Positive Negative Positive Negative z4 & z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 519 ' 46.2 57.0 -30 42.4 46.0 56.6 • 56.1 • .2 62.1 31-40' 45.1 48.8 60.1 59.0 53.4 65.9 41 -50 47.2 .51.2 63.0 61.3 56.0 58. - 69.1 71.8 51 -60 49.1 53 • .4 53.6 LOCATION EXAMPLE MIAML -DADE COUNT 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 n.8 41 -50 51.8 56.1 69.0 56.6 61.3 75.7 51 -60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES:.. • s D 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR pOQRS1 APPLICABLE TOA SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WIN THE EXISTING CONDmON AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORmES. • 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDrON 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 COMMON IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION iS REQUIRED BY THE CITY OFFICIALS. spaced obstruction having the size of single family dwelMgs 4- EXPOSURE B (Section .26.7.3) - Urban, suburban and wooded areas andother terrain with numerous closely psi prevails to the vingrtd size of single distance greater ng For building C- 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building 30ft exposure than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVF[L, use Exposure C when building is located ure Exposure C will apply" when exposure D 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and 8 do not ripply. height, a distance greater then 5000 ft or 20 times the building 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails In the upwind • height, whichever is greater • 7- BUILDING CONSIDERED ENCLOSED - All 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- TRIBUTARY AREA: 10 SOF 12- EDGE STRIP (a): The smaller of 10% oftils least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal or 3d. uZiAlk .1.1. I IPA is -.:s ._ 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 46-20 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 70.4 57.6 62.5 77.1 41 -50 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 M LAM I -DADE COUNTY• a<= BWx0.1 ora < =hx0.4 8W less or equal than BL 9 must not be less than a =3 feet ora=0.04xBW N EN6CO,inc. Engineering Services - CA 8116 5595 Orange DAVIE - FLOR Tel: (954) E-mail : Eng 201 A 33314 JAN 10 2014 PEDRO DE FiGUEIREDO PE52609 NOT VALID WIOUT SEAL • 3/6/20 L2 Florida Building Code Online ml CIS Homq User Reaistration ' W' ' Sum 12 ' Publications `' ; ' 'Sew T °= surcharaq fa= Ela Diroduct Approval SER: Public User Product Approval Meng > Product or Application Search > PDDlication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email FL14996 New 2010 Approved 0 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Vivian Wright rickw @rwbldgconsultants.com file: / / /Cl/ Users /Road%20Runner/ Desktop / Florida% 20Building %20Code %200nline_aspx.htm (1 of 7) [3/17/2012 7:44:56 PM] Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect. Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received FL14996 RO COI Certificate Of Indenendence.Ddf Itaaslaul AAMA/W D MA/CSA 101/I. S.2/A440 AAMA/W DMA/CSA101 /I.S.2 /A440 ASTM E1886 ASTM E1996 TAS 201, 202, 203 file: / / /Cl/ Users /Road%20Runner/ Desktop / Florida% 20Building %20Code %200nline_aspx.htm (2 of 7) [3/17/2012 7:44:56 PM] Year 2008 2005 2002 2002 1994 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 11/18/2011 12/22/2011 12/28/2011 01/31 /2012 Model, Number or Name a. Series 8500/9500 Model 8520/9520 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 14996.2 b. Series 8500/9500 Model 8501/9500 file: / / /Cl/ Users /Road%/o20Runner/ Desktop / Florida %20Building %20Code%200nline aspx.htrn (3 of 7) [3/17/2012 7:44:56 PM] Description Extruded Vinyl Tilt Double Hung Window Installation Instructions FL14996 RO II INST 14996.1.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.1.Ddf Created by Independent Third Party: Yes Extruded Vinyl Reinforced Tilt Double Hung Window Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions - FL14996 RO II INST 14996.2.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports TL14996 RO AE EVAL 14996.2.odf Created by Independent Third Party: Yes 14996.3 c. Series 8500/9500 Model 8501/9500 Extruded Vinyl Reinforced Tilt Double Hung Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.3.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.3.Ddf Created by Independent Third Party: Yes 14996.4 I d. Series 1200 Model 1200 Extruded Vinyl Tilt Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.4.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.4.Ddf Created by Independent Third Party: Yes 14996.5 e. Series 3000/3900 Model 3001/3901 Extruded Vinyl Double Hung Window with Nailing Fin file: / / /Cl/ Users /Road%20Runner/ Desktop / Florida% 20Building %20Code%200nline_aspx.htrn (4 of 7) [3/17/2012 7:44:56 PM] Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.5.odf Created by Independent Third Party: Yes 14996.6 F. Series 3000/3900 Model 3002/3902 Extruded Vinyl Twin Double Hung Window with Nailing Fin (Integral Mull w Continuous Head and Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.6.odf Created by Independent Third Party: Yes 14996.7 g. Series 3000/3900 Model 3003/3903 Extruded Vinyl Triple Double Hung Window with Nailing Fin (Integral Mull w Continuous Head and Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.7.od f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.7.odf Created by Independent Third Party: Yes 14996.8 h. "WeatherStopperTM" Series 9500 - Model 9500 Extruded Vinyl Tilt "Impact" Double Hung Window file: / / /Cl/ Users /Road %20Runner / Desktop / Florida %20Building %20Code %200nline aspx.htm (5 of 7) [3/17/2012 7:44:56 PM] Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14996.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars Installation Instructions - FL14996 RO II INST 14996.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.8.Ddf Created by Independent Third Party: Yes 14996.9 i. "WeatherStopperTM' Series 9500 - Model 9500 Extruded Vinyl Tilt "Impact" Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14996.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars Installation Instructions FL14996 RO II INST 14996.9.Ddf Verified By: Lyndn F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.9.odf Created by Independent Third Party: Yes Wit Ma Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EE0 employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteredbDr.state.fi.us. Product Approval Accepts: Disc file: / / /CI /Users /Road %20Runner /Desktop/ Florida% 20Building %20Code %200nline_aspx.htm (6 of 7) [3/17/2012 7:44:57 PM] Florida Building Code Online edit d.,, SAFE file:/ / /CI /Users/Road %20Runner /DesIdop/ Florida %20Building%20Code %20Online aspx.htm (7 of 7) [3/17/2012 7:44:57 PM] et- winnows 00011$ an Andersen Company 1 SILVERIJNE DRIVE, NORTH }' UNSWICK, NJ 08902 Tit " WEATHER STOPPER SERIES 9500 / MODEL 9500 EXTRUDED VINYL TILT DOUBLE HUNG WINDOW GENERAL NOM "IMPACT' 1. Mt product teas been evaluated and is to cornplance wilts the 2010 Rata Code (FBCg structural requirements "High V zone W ). 2. Product anchors stidi be aster artd spaced as shewn on deka. Anchor to tie material shalt be beyond wail drersingor stucco. 3 When used In the¶IVHZ9hsproduct compiles with section 1626 of the Portia Bidding Code and does not require animpoct resbecnt coverer. 4. When used In areas outside of the 'HVttt" requiring ulna borne debrb protein the product compBes withSection 1609.12 of the RC and dOes not require orl knead resistant covering. This product meets nitsae level's and inchxtes Mind Zone 4 as deflned §i ASTM E1994. 6 For 2x slut horning construction, anchoring of these units shall be the some as that shown to 2x buck masonry construction. 6. Me conditions that deviate from the details of this drawing recruke further engineering onotysts lay kereed engineer or registered architect. T. itdsproduct meets water henstion teas4rernents for UMW? Cf3F (13 SHEEN war 2b,e6' 1 Typicot *Yam, design pressures & general notes 2 Vertioat & a©ss r ru 3 Ve a& coos section 4 Six* a home arafiodrq 5 ro ans� a a n d 56.25" WWI OA WIDTH* AMAX. O.A. • MAMV H x IW.frx644r 3a.1rx war 2b,e6' 0 -65.0 I I 0 0 mum I. ROT* anchatirkg scram are located fa the totertor jatrib (above melba tuR) and lathe extertoriamb (below meeting tal). cDHORIZONTAL CROSS SECTION • VaTICAL CROSS kanii 2 1 5 eie 12/08/11 exAD mix Irk tars. FL-t4996$ Mgr -g- OF 2X r 'r• Ufa ANCHORING CONCREIE ANCHOR NOTES; J. Substitution of &turd concrete sae v4 from a different emptier may have different edge distance and center distance requkernents. 2. *Concrete screw locations at the comers may be adjusted to maintain the rnkimurn edge distance to mortar joints. it Concrete screw locations noted as MAX , ON amsr must be adjusted to maintain the minimum edge cfstonce to mortar joints. additbnai concrete swam may be required to ensure the madmum on center dimension is not exceeded. 3. Concrete anchor table: •,. I II 1/4' 1 ' ,'.+ir '''' 1404. 2.1/r '. '''"' .. - - ... . _ ifir 1-1/e 1" r 0 .. CSAit, ta!Plal. ;A-2 A B IX BUCX SG x=0.55 2X BOCK se>=00.55 BELL OP &USW WOOD C 0 E F H 2 810 X 1-112" PFH WOOD SCREW 1/4" X 2.3/4 ELCO OR 11W CONCRETE SPEW MASONRY - 3192PST MIK C CO G TO Ad 301 OR HOLLOW BLOCK MINGTO ASTM C90 1 /4" X3- 1 /: ace ORRWP1il CONCREIESCRON 1/4 MAX SHIM SPACE 1/4'2 -1/4 .Cp01T 0W ICONCRETE SCRati PVC MAIN FRAME SU. 8524401 • 601' 3 E COVER 4)21 4 PVC GLAZI4G BEAD 2217* 6 EXTRUDED 7 PVC UPPER SASH BOTTOM $ RAS. #52 -8507 • 8 Emote PVC LOWER SASH TOP RAIL 852x8' 9 exesesS PVC UPP / LOWER 11FTING RAIL #52.8506 r 10 11 12 13 14 16 17 18 19 zo 21 22 23 24 28 29 31 32 33 34 35 36 37 38 39 43 EXTRUDED PVC LOWER SASH S1Il ES 8 EXTRUDED PVC SNAP ON MASONRY FLANGE HEAVY DUTY TM. LA 913X 4" 88.32 X 11r #124513 #SCREW ZINC PLATED 1 MS WEATHERSTRIP FIE W 1.270 X 270 W21275NW BY UURAFAB WEATHER STRIP PILE W/FIN .270 X.190 W2t195NW BY UL: WEATHERSTRIP Q-LON BYSCHLEGIE UPPER. SASH LATCH GLAZING COMPOUND PURFECT GLAZE 34•" TOP SASH POLYMER 1&T LATCH TOP SASH PIVOT BOTTOM SASH HEAVY BOTTOM SASH HEAVY 88X 1" SCREW 1AB 7 NATIONAL STARCH & ADHESIVE LATCH 12A511L -R OT 95148 -L 8�6��1X1y��1* PPFFHyS�CRREyW ZINC - �PLLAyTEEDy.. �j�� SASH LOCI( A35 I� CAST ZINC ALYMINU ) SASH LOCK WM (SRC 171E CAST) REINFO BAR 851.8567 STEEL WOOD STEEL PVC POLYMER PVC PVC PVC PVC STS PVC SUCONE PLASTIC PLASTIC STEa KEEPER RAII&S EE REINFORCEMENT 850-8566 LIT RAE REINFORCEMENT 85041548 LOCK RAN. REWIFORCEMENT 850.8567 HEAD ADAPTER 8588563 S L AD # 88 X 1 "PFH «;" ZINC PLATED. GLAZING SPACER * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO DE PRODUCED SY ISORLESERS LICENSEES IN 7AAtatA CER TMON PROMME FOR RK ? PVC EXTRUSIONe, ALUMINUM sift 3.794_ o 3.312" i 06/11 NT.S. KK FL- 14998.8 a R W B R W Building Consultants, Inc. Consulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: IL- 14996.8 Date: December 20, 2011 Product Category Sub Category Manufacturer Product Name Windows Double Hung Silverline Building Products 1 Sliverline Drive North Brunswick, NJ 08902 Phone - 732.435.1000 "Weather Stopper*" Series 95001 Model 9500 Extruded Vinyl Tilt Double Hung Window "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Silveriine Building Products based on Rule Chapter No. 9N -3, Method 1D of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 14996.8 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". 8. See drawing FL- 14996.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory, Stoned by TEL 07 -01410256 TAS 201 -94, 202 -94 & TAS 203-94 Testing Evaluation Lab.,lnc. Wendell Haney, P.E. ATI 53330.01- 122 -18 TAS 201 -94, 202 -94 & TAS 203 -94 Architectural Testing, Inc. Steven M. Urich, P.E. 2. Miami -Dade County NOA Materials Testing 11- 0624.01 PVB interiayer by DuPont 3. Drawing No. Prepared by No. FL- 14996.8 RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by Window & Door Manufacturers Association, certifying that Silveriine Building Products, is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. PF 1638 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 12/20/2011 Florida Building Code Online 'User Reaistration I T cs Suoe I 221111R1 Publications UZI roduct Approval SER: Public User I.I Willi II Product Approval Meng > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email 0 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Craig Calderone rickw @rwbldgconsultants.com file: / / /Cl/ Users /Road%20Runner/ Desktop / Florida% 20Buiiding %20Code %200nline_aspx.htrn (1 of 8) [4/23/2012 11:40 :56 AM] Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan J. King, P.E. m Validation Checklist - Hardcopy Received FL6067 R4 COI certificate Of Indenendence.Ddf 1715.5.5 file: / / /Cl/ Users /Road%/o20Runner/ Desktop / Florida% 20BuiIding %20Code %20online_aspx.htrn (2 of 8) [4/23/2012 11:40:56 AM] Florida Building Code Online L _ f Use Approve ' use in HVHZ: No Approved for u ide HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the requiring wind -borne debris protection this produ complies with section 1609.1.2 of the Florida Code and does not require an impa - nt covering. This product mee " -.I e Level D" and excludes "Wind Zon . defined in ASTM E1996- 02. See IN . .8 for any additional use lim s, design pressure ratings and installation structions. Installation Instructions FL6067 R4 II INST 6067.8. ndf Verified By: Lyndon F. Schur' •; 43409 Created by Indepen • ird Party: Yes Evaluation eated by Independent Third Party: Yes 6067.9 i. Series 2723, 2724, 2728 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in the "HVHZ" requiring wind - borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. Extruded Aluminum Clipped Horizontal and Vertical Mullion for use with impact and non - impact window products in Masonry or Wood Openings Installation Instructions FL6067 R4 II INST 6067.9.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.9.Ddf Created by Independent Third Party: Yes Was II= file: / / /Cl/ Users / Road% 20Runner / Desktop/ FlorIda% 20Building %20Code %200nline_aspx.htm (7 of 8) [4/23/2012 11:40:56 AM] Florida Building Code Online Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteradbor.state.fl.ug. Product Approval Accepts: Disc file: / / /CI /Users/Road %20Runner /Desktop/ Florida %20Building %20Code %200nline aspx.htrn (8 of 8) [4/23/2012 11:40:56 AM] ilv r Lin WINDOWS OOORS • an Andersen Company 1 SILVERINE DRIVE, NORTH BRUNSWICK, NJ 08902 STRUCTURAL BEAM MULLION 2723, 2724 & 2728 "IMPACT' SiffigtatEan 1. linsproduct has been evaluated and b In corregance tlapagsdatilgIng Code (f8C1 *trotter, requirements Includkrg the *Nigh Vekelly tOrrIcarse 2. When used In the isys7.,. it* product compliesNith Section 1W9 2 of the PSC widow not matte ao Impact resistant covering. 3. When used In PM outside the %VW requalg wind borne debris potedon. This product comples alb Section 1604.1.2 of the FBC and does not tepee an knpact redstart covering. Thts product meets levet `TY and includes Wind Zone 4 as defined In ASTM E 1996. 4. Wood bucks by *them must be anchored pope* to Woofer loads to the structure ancl be revtewed by Re Butting MIMI. 5 molon =fur embedineM To boss rflatesi51 Owe be bpand wail dressing or stucco. 6. Seperate product approve& kr each glaring product used with ihaserougonsmust bo solvated along with IteseuRonorraduclopprovaL 7. Astehosingal each glaring product to Pe mueonshall be asshowntn eactsindividue gluing product cePrenra 8. Ally conalons not covered In this evaluation as stated to separate Fregneefing wadies's. 9. Mullionclesign prescreening, see appropriate toad rating table shoes ea Osted In table Paden& 10. The den pressure rating at the ossemblyshal be She lesser at the load °opacity of the mullion as deteedned using fhb °porde or the destan pommeling a the inaiduol gkeng producisteed. 11. Boundng bar dimensions tor geornalc trans= shapes roust beequedto or teas than the rectangular transom dimendons novo heat. Matosiols, including butnot United to steel mews. that armeInta contact. with other asked' estates shallmeet therequkernerdsot Section 2803,8 of the ROC. 2728 1-=--- MUWON SPAN MAX. HORIZONTAL MU WON CONFIGURATION MAX COMMIS) MUSSON g 104 -v —11. W2 VERTICAL MULLION CONFIGURATION TAME Of COMM MI 0 aciwno SIM* general notes j 214mtdtrodzenther, 7 3 2723 rotAfioniewil table tor wood scam ma= 41 2728 =Zoo toad ketone:Tete scsew anchoo 4 27'23 minion anchor deals & sedan details t ria re i 14 Ito a bad table tor weed screw anchors 272A craw toad table tor connote screw cinched 10 2728 nationanchordotaits & socesndeas TYPICAL MULLION SO* MULLION SPAN MAX 1 HORIZONTAL MULLION CONFIGURATION MAX, MANNED DIMI0NIS 104' Wi__iVi W2 L VERTICAL MULLION C RA FIGURATIONS e MULLION SPAN MAX, = 1 b w2 -1 SC REW • A' CHORS 7r 3o6 66" 84" 82" 63' SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) ARY worm 86.8 01.3 94,0 96.9 99.9 100.0 1000 100.0 100.0 1000 .6 82.9 88.3 .8 90.4 93.3 962 ae.5 .0 100.0 100.0 Ti,? 79.0 82.3 84.8 87.4 90.2 93.3 96.5 99.9 100.0 7 .1 /3.1 752 2 439.1 11.0 63.7 65.4 67.3 60.5 62.2 63.9 .8 39.2 60.9 .0 66.5 58,1 84,0 55.6 51.6 63.3 48.4 49.7 51.1 47.8 49,2 .4 79.8 82.3 84,9 87.8 793 77,7 80.2. 92.9 .3 71.4 72.6 78.0 *13,5 87.8 69.9 72.2 74.6 84.8 68.6 63.7 71.0 61.8 83.8 85.6 8Th .2 59.0 60.8 62.8 64.9 OD. 94.0 972 100.0 MNIX / 95$ Wan 100.0 IRMA IllEallatUalMallillIGUINIEENIEIKIM '1111U11111111MIINKEIMICLIN .o BEEN loo.a maalgiammaigiscuommillatzmul 1111:5111111111M111 0E0 100.0 t .0 .0 100. 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 85.7 813.8 92.1 61. 34.1 67.2 79.9 76.1 62.9 792 72.7 75.3 69.5 .8 56.5 58.3 60.1 622 64. 66.8 1 72.1 2.6 54.2 55.9 57.7 59.7 6,12 68.3 52.1 53.8 55.5 57.4 61.5 63.7 ar ar . 100.0 100.0 I .0 100.0 100.0 100.0 00. 100.0 100.0 100.0 100.0 100.0 130.0 100.0 Ii 100.0 100.0 100.0 1 .0 100.0 100.0 191 100.0 100.0 100.0 lotto 98.0 100.0 700.0 100.0 100.0 oto 100.0 100.0 100.0 IRMA . .830.0 100.0 1i.0 100.0 100.0 41 1 • .0 100.0 100.0 MEMO 88. 92.7 97.3 100.0 100.0 .8 98.8 93.3 98.2 100.0 * .0 00.0 100.0 100.0 100.0 100,0 100.0 100.0 81.4 88.3 89.6 94.2 69.5 8.2 82.0 88.1 90.8. 95.6 100.0 100.0 100. 100.0 1 .0 100.0 1000 1 .0 1'.0 100.0 100.0 1,t • 1..0 100.0 .0 0 • 100.0 100.9 100.0 100.0 100.0 130.0 100.0 100.0 100.0 100.0 ''I 0 1 .o 0 100.0 100.0 100.0 100.0 INSTRUCTIONS FOR USE OF` THE MULLION LOAD TABLE. 7. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY TROTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULUON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN, IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY MM. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ ME MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE SECItedibELLINLISILAWLEME THIS SECTION VIM IS SHOWN FOR ILLUSMATTVE PURPCL OMER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SILVERUNE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULUON, ANCHOR sat AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (I FOR 1) 114°-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE ENTMDUAL GLAZING PRODUCT APPROVAL 2. SUBSUME #8-18 PANHEAD SELF-RUING SCREWS SHOWN IN THE INDIVIDUAL GLAZING. PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS e FROM EACH END AT 15" O.C. MAX SPACING. • A MINIMUM OF 3 THREADS OF THE SELF-DRILLING MUST PROTRUDE THROUGH THE WALL OF ME hfULUON. MULLION SPAN I WC 74° I GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT bwtlb as --1 GLAZING PRODUCT OWING PRODUCT hMULLION SPAN MAX. = 74' WOOD SCREW CHORS Wain SILVERLINE 2728 STRUCTRUAL. BEAM MULLION LOAD TABLE (PSP) TRIBUTARY WIDTH a- sr .8 .2 Ml- ill NECIIIIIIIMIll 02.0 INWEINIIIEMIll NIMIIIIIIMMIMICSMIIIMININMalilliallilLIIIII IIIELANT 1111111'MillailNINEL111111110/111IimoutanslL111111111:211111 7--r 89.0 66.4 1 48" 01.8 47.0 1 .0 loco 100.0 100.0 100.0 1o9.0 100:0 100.0 100.0 100.0 100.0 .0 100.0 100o 100.0 100.0 100.0 00. 100.0 100.0 100.0 140.0 91.9 97.7 100.0 822 944 93.2 MIS 79.1 89.0 94.0 71.8 00.8 80.9 91.9 722 77.0 82.2 664 70.8 70.0 9 80.1 68.1 727 100.0 10040 100.0 920 100.0 Maj. 00.0 020 TTi MEMO 1004 100.0 111=711111 we =Mil MM. 100.0 100.0 MK 00.1) 1111111,LI', 11111111301111 100.0 MUMS 00.0 INE,Ainc NE:201 1004) ifffianmEn. 100.9 IIIMEIM 100.0 100.0 11110:11111 1 .0 IN} fl 100.0 10120 100.0 100.9 100.0 100.0 00.0 100.0 0 100.0 100.0 t00.0 100.0 ioo.0 109.0 0 100,0 100.0 100.0 100.0 „ 100.0 100. 100.0 100.0 100.0 101. 100.0 100.0 100.0 00.0 100.0 Imo 100.0 100.0 00.0 100.0 100,0 100.0 400.0 aimaingimmammaigureoggrimmworamom. .0 r .0 1 .0 100.' .0 100.0 1 .0 100.0 100.0 00.0 100.0 100.0 100.0 100.0 40.0 100.9 400.0 100.0 100.0 100.0 saw 100A 400.0 100.0 00.9 100.0 10os 400.9 100.0 100.0 100.0 00.0 100.0 100.0 100.0 100.0 1000 100.0 SOO 100.0 100.0 100,0 100.0 100.0 1 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 .0 100.0 100.0 100.0 100.0 1" 0 100.0 1020 1090 100.0 100.0 1004) 1000 100.0 loo.0 1011. 100:0 100.0 100.0 100.0 100.0 11:9.0 100,0 100.0 1020 T. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCWTECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING. DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS StlEa FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. IN THE Pow COLUMN OF THE TABLE LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE RE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN COMM° THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE WA. TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE TRIBUTARY WIDTH = + W.4 2 SgaLDILTMLLABLLEM-afle-ERSZ THIS SECTION VIEW IS SHOWN FOR ILLUSTRATNE PURPOSES; OTHER FRAME SECTORS OR FLORIDA APPROVED WINDOWS BY STLVERUNE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL HE AS SPECIFIED IN ONE OF THE FDLLOWINQ 1. SUBSTITUTE (I FOR I) 1/4"-14 SELF-DRIWNG SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSDTUTE #8-18 PANHEAD SELF-MUM SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE *wham FASTENER SPACING AWNED IS 6° FROM EACH END AT 15° O.C. MAX SPACING. A MINIMUM OF 3 THREADS OF THE SELF-DRUM SCREWS MUST PROTRUDE THROUGH THE wit or THE MUWON. -ma 0 /V/ 2 SEPAII Vh IFS d Nowa 00., FL-6067.9 a otto3 .4.0712 40 1 7.675" --.. -.-- 2.25" 7.675° 2.25° -.- --- --.-0-- 2.25" 0 0 0 0 0 o iLLIMLAEMELOMET22:21 MAT'S: 13063-T8 FOR 1110 WOOD SCREW ANCHORING AND MAIM TO MULLION ANCHORING 1.5515" .093" .375° 2128-MaLla4 MOs : 6063-16 ANCIANTIL2N-Snla U 21-10-22C-02K ustivo 12 X 1-1/2° MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TV ACI .301 OR HOLLOW BLOCK CONFORMING TO ASTM 090 (4) 1/4° x 2-1/4° CONCRETE SCREWS. SEE NOTE 1 I haI.../Al Lt. X 2-1/4 CONC SCREWS SEE NOTE 1 MULL/ON 0 ) #10 X 3/4° StiaT METAL SCREWS 18 X 3/4° SELF TAPPING SCREW MULLION V1 & 0 /03/12 SW& N.T.S. wit HY a US tame ; FL-6067.9 1, 2728 BRACKET ANCIIOR SCREWS ARE 1/4° 11W BUILDEX CONCRETE MULLION 11) MULLION SCREWS REQUIRING A MINIMUM EASEMENT OF 1-1/4°. A MINIMUM EDGE DISTANCE OF 2-1/2° AND A MINIMUM CENTERUINE DISTANCE OF 2-1/4° Aim „lg. 1,Q. 7.675" --.. r- 2.25° 2.25° • 2.25° 1.5515" .093" .375° 2128-MaLla4 MOs : 6063-16 ANCIANTIL2N-Snla U 21-10-22C-02K ustivo 12 X 1-1/2° MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TV ACI .301 OR HOLLOW BLOCK CONFORMING TO ASTM 090 (4) 1/4° x 2-1/4° CONCRETE SCREWS. SEE NOTE 1 I haI.../Al Lt. X 2-1/4 CONC SCREWS SEE NOTE 1 MULL/ON 0 ) #10 X 3/4° StiaT METAL SCREWS 18 X 3/4° SELF TAPPING SCREW MULLION V1 & 0 /03/12 SW& N.T.S. wit HY a US tame ; FL-6067.9 1, 2728 BRACKET ANCIIOR SCREWS ARE 1/4° 11W BUILDEX CONCRETE MULLION 11) MULLION SCREWS REQUIRING A MINIMUM EASEMENT OF 1-1/4°. A MINIMUM EDGE DISTANCE OF 2-1/2° AND A MINIMUM CENTERUINE DISTANCE OF 2-1/4° Aim „lg. 1,Q. R W B R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: Date: FL- 6067.9 R4 January 19, 2012 Product Category Sub Category Manufacturer Product Name Window Mullions SilverLine Building Products 1 SilverLine Drive North Brunswick, NJ 08902 Phone 732.435.1000 Structural Beam Mullion Series 2723, 2724 & 2728 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Silverline Building Products based on Rule Chapter No. 9N -3, Method 2 of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ). 2. When used in the "HVHZ ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 3. When used in areas outside the "HVHZ" requiring wind borne debris protection, this product complies with Section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E 1996. 4. Wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the Building Official. 5. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 6. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 7. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 9. Mullion design pressure rating, see appropriate load rating table sheets as listed in table of contents of drawing FL- 6067.9. 10. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 11. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. 12. Materials, including but not limited to steel screws, that come into contact with other dissimilar materials shall meet the requirements of Section 2003.8 of the FBC. 13. See drawing FL- 6067.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 05- 1014 -1 TAS 201 -94, 202 -94 & TAS 203 -94 2. Drawing No. Prepared by No. FL 6067.9 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Mullions (per FBC 1715.5.5) RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by Window & Door Manufacturers Association, certifying that SilverLine Building Products is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. Testing Laboratory Signed by Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. PF 1245 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2/2012 Florida Building Code Online User Registration I Topics Su a� Publications I i,' ilia S�j' Eula Lim roduct Approval SER: Public User Product Approval Meng, > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email 0 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Craig Calderone rickw @rwbldgconsultants.com file: / / /Cl/ Users / Road% 20Runner /Desktop/ Florida% 20Building %20Code %200nline_aspx.htm (1 of 8) [4/23/2012 11:40:56 AM] Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan 3. King, P.E. m Validation Checklist - Hardcopy Received FL6067 R4 COI certificate Of Indeoendence.Ddf 1715.5.5 file: / / /CI /Users/ Road" /o20Runner/ Desktop / Florida %2OBuilding %20Code %200nline aspx.htm (2 of 8) [4/23/2012 11:40:56 AM] Florida Building Code Online f Use Approv use in HVHZ: No Approved for u ide HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the requiring wind -borne debris protection this produ complies with section 1609.1.2 of the Florida Code and does not require an impa - " • nt covering. This product mee " I e Level D" and excludes "Wind Zon �' _ defined in ASTM E1996- 02. See IN .8 for any additional use lim' ' - s, design pressure ratings and installation structions. Installation Instructions FL6067 R4 II INST 6067.8.odf Verified By Lyndon F. Schm 43409 Created by Indepen - ird Parry: Yes Evaluation AE Eval 6067.8.odf eated by Independent Third Party: Yes 6067.9 i. Series 2723, 2724, 2728 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in the "HVHZ" requiring wind - borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. Extruded Aluminum Clipped Horizontal and Vertical Mullion for use with impact and non - impact window products in Masonry or Wood Openings Installation Instructions FL6067 R4 II INST 6067.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.9.odf Created by Independent Third Party: Yes lads blailt flie: / / /Cl/ Users /Road %2oRunner / Desktop / Florida% 20Building %20Code %200nline_aspx.htm (7 of 8) [4/23/2012 11:40:56 AM] Florida Building Code Online Contact Us, :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida., :: Privacy Statement :: /accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.fl.us. Product Approval Accepts: Disc 0 s. Cr e (t +i. • F E' file: / / /Cl/ Users /Road %20Runner / Desktop / Florida% 20Building %20Code%20Oniine_aspx.htm (8 of 8) [4/23/2012 11:40:56 AM] liver WrNOOws DOORS • an Andersen Company 1 SILVERUNE DRIVE, NORTH BRUNSWICK, NJ 08902 STRUCTURAL BEAM MULLION 2723, 2724 & 2728 'IMPACT' 2724 2723 2728 I. been evaluated arras try cornplatve Withizallatdagmang Code 1I shuctwod requiresnerds i g the 'High Velocity thmtcarre Zane', 2 when used to the WO, product compiles wilt Sectbn 1604.1:2 of the t13C and does not moire an Impact resistant 3. When used to areas outside the 'wow remdring wind borne debris protection, this product casi 1es with Section 1409.12 of the ESC and does not require on Impact redstart cowing. This product nests ndsste level "D` and inc Wind Zone 4 as defined In ASfM E 1996. 4. Wood bucks by others, must be anchored pope* to ttante -bads to the structure and be reviewed by the tir6di0 091$. Mutton anchor embedment to base snaked shall hebeFodwog dresdn9 astucco. 4. Septrofe product approve lor each glazing product used with these mudoremust be subndtted clong.wlth tltis=Eon product approval. 7. Anchoring o each glazing product to the muifonOW be as shown tn each Individual &dna product ai R. My conditions not covered In this evaluation one subject to sepaate FligInaeltng evaluation. 9. Muh o r, rating, see approptlate foodrathg table sheets as Toted in table of 10. The deer pressure rating edthe asembly shah be totem of the to of the mutton as determined using Ns daprowe orb: design prom maga the Incthttuel alculn0 products teed. 11. Boundne b to geometric fray n shapes must beequaitopriers than the hush 12 Materksh, Including but not limited to deel . that come Into oceskact with other matedats shalimeei the of Section 2003.0 af the FRC. MIJUIONSPAN MAX. w 74' HORIZONTAL. M11WON CONFIGURATION. MAX COMM mem= 101 1�1 GLAZING PRODUCT W2 6otatON SPAN MAX.=74' VFRIICAL MULLION CONFIGURATION IWO" (30101605 2 rattan load ktioto ter COMO scsew endues 7 2724 catcher d b& 3 2713 nau>l n load t wood scarwanchas tT VA mullion st r tataetescrew ar s 4 27 rrau�an details 11. section defogs 9 972entuRor load tor wood =wand= 3 2724 reston load tabie for catchers 10 220ths irna 8 HORIZONTAL MUWON CONFIGURATION TYPICAL MULLION CONFIGURATIONS a 1 Oo /a3/12 a N.T.5 on If1P Sri Nat FL-8067.9 INSET .„1_,aja. a MULLION SPAN MAX. 03 74' GLAZING PRODUCT ON; SCREW Ar' Cr HORS 111011111111E211111E411111EIAMEZial acasurrimacanisniummi 66.4 82.2 Ea 61: 61: VIEGIIIIIMEINIHIEDIMEallikirlilliaLIENLIIIA et MOM $54 micamemommiumummulammiummommuommummeaulummulatiummormommommi mum .14 1111EUMILIMINEMILLEIMMIMMIIIIMMIIIIMINILIMI 58.0. -11LEMINIMINIMIll 90.2 .3 60.1 Mr 93.3 62.2 64.3 50. 9t9 66.6 th5.Cf 92.1 89.1 SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) ARY WIDTH GLAZING PRODUCT GLAZING PRODUCT 100.0 100.0 100.0 100.0 100.0 .3 96.3 99.5 100.0 100.0 1000 100.0 3 84.9 07.8 90.8 94.0 97,5 77. e02 ate M./ 73.8 76.0 78,5 81.2 84.1 87.2 9 72.2 74.8 77.2 70.9 82.9 66.8 68.7 71.0 73,5 76.1 709 63, 65.6 67.8 70.1 72.7 75:3 wt. 62.8 84.9 57.1 69.5 72.1 57.7 50.7 83.0 48.3 .8 55.5 37.4 $93 61.5 63.7 1 00. 100.0 1. ,,0 100.0 100.0 100.0 1 . 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 'So.° 100.0 100.0 100.0 .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 100.0 100.0 100.0 100.0 100.0 1 .0 100.0. 100.0 100.0 .0 100.0 100.0 ido:o 100.0 100.0 1 .0 100.0 100.0 100.0 .0 13'3.0 100. 100.0 100.0 3.0 "t3 9 1 0 13; 0 133.0 3*3 0 1 3'3 00.0 100.0 100.0 100.0 100.0 100.8 100.0 4).0 100.0 100.0 100.0 100.0 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TAAL 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DEIEFWONATION, 3. IN THE FIRST COLUMN OF THE TABLE LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH, AT THE INTERSECT/ON OF THE ROW CONTAINING THE MULLION SPAN AND THE IX/LUMN CONTAINING ME TRIBUTARY MOM READ THE MULLION LOAD RATING GIVEN IN F1F. THE MULUON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN MAD RECOMMENT DETERMINED IN STEP 1 ABOVE. .3 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100,0 7 96,9 100.0 100.0 100.0 100.0 I..' .0 100.0 100.0 100.0 88.5 92.5 96.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 84.8 88.5 92.7 07.3 100.0 100.0 1 .0 100.0 100.0 100.0 1.1 84.8 88.8 93.8 08.2 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT ii ii 14 01:011:11111111AUMAMINAME THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSE OMER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SILVERUNE CAN BE USED IN MIS FASHION. FOR ANCHORING CRAZING PRODUCTS TO THE MULLION* ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (I FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSITTUTE #8-18 PANHEAD SELF-RILUNG SCREWS SHOWN IN THE INDIVIDUAL (RAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED IS 8° FROM EACH ENE) AT 0,3C. MAX SPACING. .11 A MINIMUM OF .3 THREADS OF THE SELF-DRILLING MUST PROTRUDE THROUGH THE WALL OF THE MULLION. • D 0 /03/ 2 SCOM N.T.S. KV LFS awn ea. FL-6067.9 MULLION SPAN mAK 74" 1 OWING PRODUCT GLAZING PRODUCT 70" 80" 56" 64" 82" 48" 40- 44- 42* 40" 38" 38' 34 sr 30" 25. 2r 24" 80.8 SB.VERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSP) TRIBUTARY WIDTH "^ 40" 4Z 48" 01.8 82.8 77.7 998 07.6 093 92.8 100.0 08.1 100,0 100.0 1000 100.0 100.0 10 ,0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 90.0 80:4 82.1 89.2 Tice 64.0 82.0 88:8 92.0 67.6 73.1 77.2 99.7 80.8 01.9 72,9 77.1 81.6 08.8 69:1 72.1 776 82.2 86.6 684 73.6 78.1 62.8 69.7 57.1 66.1. 03.1 80.4 70.1 68.0 84.0 74.4 11.0 07.0 40,7 52" 47.0 04.7 828 60.6 57.9 59.4 100.0 100.0 100.0 100.0 100.0 100.0 97.7 87A 03.1 106.0 100.0. 100.0 100.6 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 93.2 906 100.0 100.0 100.6 68.5 94.6 100,0 100.0 100.0 79.1 70.8 84.3 90.0 80:0 100,0 116,0 806 77.0 86.9. 82.2 03.0 9 &d. 98.6 84.4 100.0 100,0 81.3 05.1 693 73.8 186 84.3 90.4 08.8 83.8 60,4 70.0 76.6 90.9 90.6 190.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100,0 100.0 100.0 100.0 106.0 100.0 100.0 1000 100.0 100.0 1000 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 000.0 100.0 100.0 1000 100;0 0 100,0 100.0 100.0 100.0, 100.0 100.0 900,0 100.0 100.0 00.0 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10.0.0 00.0 100.0 100.0 100.0 109.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100,0 100.0 100.0 110.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 100.0 01,4 100.0 100.0 001 63.0 621 72.7. 77.8 83.5 89,8 06,8 100.0 100.0 9000 100.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100. 100.0 100.0 100.0 100.'0 100.0 100.0 100.0 100.0 900,0 100.0 100,0 100.0 100.0 140.0 100.0 100.0 1040 1000 1080 100.0 100.0 100,0 100.0 100.0 100.0 100.0 ,INSTRUCTIONS FOR USE OF THE MULLION LOAD TAME; 1. DETERMINE THE DESIGN LOAD RE ENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER {ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING. DETEIDANE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETEMINATION. 3• IN THE Pitts; COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING LIVEN IN THE MULLION 1040 RATING MUST SE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETEMNED IN STEP I ABOVE. TRIBUTARY WIDTH W1 + W2 2 StSlaLIMILLMILLENLAILEMC FOR ANCHORTNG GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (I FOR 1) 1/4 " -14 SELF- DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE DIDIVIDUAL GLAZING PRODUCT 2. SUBSTITUTE -1B PANII AD SELF- RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED TS 6" FROM EACH END AT 15" 0.C. MAX SPACING: THIS SECTION YEW IS SHOWN FOR ILLUSITTATIVE • A MINIMUM OF' 3 THREADS OF' THE . SELF - DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY S1LVERLINE CAN BE USED IN MIS FASHION. "83 0 SIAM or /03/ 2 NV LFS Tamen No. FL- 8067.9 atiZt oT 1 00. 0 MILLOLAMEUIRACKEI12211 NAM 6063-TS FOR #10 WOOD SCREW ANCHORING AND MULLION TO MU WON AN I-- 2.25° 7475" 2.2e 2 ' -..-.4 —,....- 0 0 0 0 MILLOLAMEUIRACKEI12211 NAM 6063-TS FOR #10 WOOD SCREW ANCHORING AND MULLION TO MU WON AN (10) #12 x WOOD SCREWS 1,5615" 2X ATERIAL rsPRUItdCE—PINE'—FIR SG=0,42 OR BETTER .370~ T--- I AfictimB2-21012 U U slitzLaualaz USING in x I-1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM 090 (4) 1/4" x 2-1/4' CONCRETE SCREWS. SEE NOTE 1 8 X 3/4. USING I 4 X 2-1/4 Ct SCREWS SEE NOTE 1 Entr....bWiLiaLenaggi-dgaiDEAS 2728 BRACKET SHOWN MULLION N* #10 X 3/4' 91.W METAL SCREWS MULUON 0 X 3/4° SELF TAPPING SCREW SCREWS ARE ve fry; BUIL= CONCRETE moot MULLION 10 JJON SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4", A MINIMUM EDGE DISTANCE OF 2-1/2 AND A MINIMUM carnmutm DISTANCE OF 2-1/4°. to& 0 /03/ 2 40LID N.T.S. 11VM OW KV LFS FL-6067.9 oar IQ, or 7.675° - 2.25" --•—•— 2.25- -..-.4 (10) #12 x WOOD SCREWS 1,5615" 2X ATERIAL rsPRUItdCE—PINE'—FIR SG=0,42 OR BETTER .370~ T--- I AfictimB2-21012 U U slitzLaualaz USING in x I-1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM 090 (4) 1/4" x 2-1/4' CONCRETE SCREWS. SEE NOTE 1 8 X 3/4. USING I 4 X 2-1/4 Ct SCREWS SEE NOTE 1 Entr....bWiLiaLenaggi-dgaiDEAS 2728 BRACKET SHOWN MULLION N* #10 X 3/4' 91.W METAL SCREWS MULUON 0 X 3/4° SELF TAPPING SCREW SCREWS ARE ve fry; BUIL= CONCRETE moot MULLION 10 JJON SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4", A MINIMUM EDGE DISTANCE OF 2-1/2 AND A MINIMUM carnmutm DISTANCE OF 2-1/4°. to& 0 /03/ 2 40LID N.T.S. 11VM OW KV LFS FL-6067.9 oar IQ, or R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: Date: FL- 6067.9 R4 January 19, 2012 Product Category Sub Category Manufacturer Product Name Window Mullions SilverLine Building Products 1 SilverLine Drive North Brunswick, NJ 08902 Phone 732.435.1000 Structural Beam Mullion Series 2723, 2724 & 2728 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Silveriine Building Products based on Rule Chapter No. 9N -3, Method 2 of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ). 2. When used in the "HVHZ ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 3. When used in areas outside the "HVHZ" requiring wind borne debris protection, this product complies with Section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E 1996. 4. Wood bucks by others, must be anchored properly to transfer loads to the structure and be reviewed by the Building Official. 5. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 6. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 7. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 9. Mullion design pressure rating, see appropriate load rating table sheets as listed in table of contents of drawing FL- 6067.9. 10. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 11. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. 12. Materials, including but not limited to steel screws, that come into contact with other dissimilar materials shall meet the requirements of Section 2003.8 of the FBC. 13. See drawing FL- 6067.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 05- 1014 -1 2. Drawing No. No. FL 6067.9 3: Calculations Anchoring Mullions (per FBC 1715.5.5) Test Standard Testing Laboratory Signed by TAS 201 -94, 202 -94 & TAS 203 -94 Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) RW Building Consultants, Inc. (CA #9813) Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by Window & Door Manufacturers Association, certifying that SilverLine Building Products is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. PF 1245 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2/2012 Florida Building Code Online 'User Reaistratiorl' Tajo 1 Suae him Publications Easta rall roduct Approval SER: Public User ff i. I Links' Se l Product Aooroval Meni > Product or Application Search > polication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email file: / / /Cl/ Users /Road %20Runner /Desktop /slider.hi n (1 of 7) [4/12/2012 2:58:13 PM] 0 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Vivian Wright rickw @rwbldgconsultants.com Florida Building Code Online Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By file: / / /Cl/ Users /Road %20Runner /Desktop /sllder.htm (2 of 7) [4/12/2012 2:58:13 PM] Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan 1 King, P.E. O Validation Checklist - Hardcopy Received FL14994 RO COI Certificate of Indeoendence.odf AA MA/ W D MA/CSA 101/I . S . 2/A440 AAMA/ W D MA/CSA 101/I. S. 2/A440 ASTM E1886 ASTM E1996 TAS 201, 202, 203 2005 2008 2002 2002 1994 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 11/17/2011 12/07/2011 12/16/2011 01/31/2012 Model, Number or Name Description 14994.1 a. Series 2800 Model 2802 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 14994.2 b. Series 2800 Model 2803/2804 flle: / / /CI /Users/Road %20Runner /Desktop /slider.htm (3 of 7) [4/12/2012 2:58:13 PM] Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (OX or XO Configuration) Installation Instructions FL14994 RO II INST 14994.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.1.odf, Created by Independent Third Party: Yes Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 Panel (XOX Configuration) Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports JL14994 RO AE EVAL 14994.2.odf Created by Independent Third Party: Yes . 14994.3 c. Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange - 2 Panel (XX Configuration) .......... . Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.3.odf Created by Independent Third Party: Yes 14994.4 d. Series 8700 - Model 8700 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (XX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.4.odf Verified By Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.4.odf Created by Independent Third Party: Yes 14994.5 e. Series 8800 - Model 8803/8804 1 Extruded Vinyl Horizontal Slider Window - 3 Panel (XOX Configuration) file: / / /Cl/ Users / Road %2oRunner /Desktop /slider.htrn (4 of 7) [4/12/2012 2:58:13 PM] Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.5.odf Created by Independent Third Party: Yes 14994.6 f. Series 8800 - Model 8803/8804 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 Panel (XOX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.6.odf Created by Independent Third Party: Yes 14994.7 g. "WeatherStopperTM" Series 8700 - Model 8700 Extruded Vinyl "Impact" Horizontal Slider Window - Panel (OX or XO Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14994.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE Eval 14994.7.odf Created by Independent Third Party: Yes 14994.8 h. "WeatherStopperTM' Series 8700 - Model 8700 Extruded Vinyl "Impact" Horizontal Slider Window - Panel (OX or XO Configuration) file: / / /CI /Users/ Road %20Runner /Desktop /slider.htm (5 of 7) [4/12/2012 2:58:13 PM] Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14994.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.8.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE Eval 14994.8.Ddf Created by Independent Third Party: Yes 14994.9 i. Series 8700 - Model 8700 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Extruded Vinyl Horizontal Slider Window - 2 Panel (OX or XO Configuration) Installation Instructions FL14994 RO II Inst 14994.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.9.Ddf Created by Independent Third Party: Yes Contact Us, :: 1940 North Monroe Street. Tallahassee FL 32399, Phone: 850 - 487 -1824 The State of Florida is an AA/EEO employer. Coavriaht 2007 -2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(thdbor.state.fi.us. Product Approval Accepts: file: / / /Cl/ Users /Road %20Runner /Desktop /slider.htm (6 of 7) [4/12/2012 2:58:13 PM] Disc Florida Building Code Online file: / / /Cl/ Users / Road %20Runner /Desktop /slider.hi n (7 of 7) [4/12/2012 2:58:13 PM] Credit (."a ri._ SAFE ver line WIN,DOWS•DOORS an Andersen Company I SILVERLINE DRIVE, NORTH BRUNSWICK NJ 08902 'WEATHERSTOPPER'" SERIES 8700 - MODEL 8700 EXTRUDED. VINYL IMPACT HORIZONTAL SLIDER WINDOW IMPACT' GENERAL NOTE 1. This product has been evaluated and is in compliance wh`h1he 2010 fbido Building Code PVC) stnicturd requirements triclucery the "High Veil:Idly Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on deka. Anchor embedment to base material shall be beyond wall dressWg or stucco. 3. When used in the WM' this pesduct conffes With seam 1626 of the Raid° Bidding Code and does not require an impact tedstont covering. 4. When used In areas outside of the WIC requiring wind bane debris protection this product corn ples with Section 1609.12 of the FBC Gild doesmat require an bocci resistant covering. 5. For2x stud Warning construction, anchcdrig of these vas shall be the same as that shown for 2x buck masonry constnrction. 6. Site conoltbns that deviate from the detals of Ns drawing requite further englneseing analysis by a &mined engineer or registered architect. TARE OF COMBOS SW* ' 1 typical Nevadan. pressures & WIN 2 Horizontal csoss sections 3 vertical aro section; 4 Vertical cross sections S Buckawl tem anthem 6 MI of worsdals. gientit3 detal and oacanctleat r-- 73' MAX. OVERALL FRAME WID1N '.]..3.;.. ' 0 .,,..:..,. . . .. ... FMMF , ... ... . .. . 73.0" 41, 35.75" X BUS" wx69 41ex saar ea . *ma X P *L01.1, e. .°1i.: "u /18/ 9 N.T tCV LFS a-14994.8 urn WE:4'MP, irk IL 71141.110: 1111, a.* AIX LL ts.." %own wt 1 x 1ACISOMY Ai 0. II rn 1 /10/ 1 MTS. gv Oft FL-14994.8 -; MEV _4_ or A, MASONRY OPENNG 7.5 1W. HEAD. SILL &JAm11 �I oios ANCHORING BUCK I. StastRafon of equal concrete arm Rana different supplermay have &leant edge andcentet rte: to anchortocattons at the maybe equated to matetah the ran. edge distance torn tar»ints. R =Keefe anchor locattans noted as WAX ON MITER' must be ocgusted to maintain the min. edge distance to rr concrete anchors may e implied to elutes the WAX. ONCEId ae not 3. Concrete anchor fable: 21.75 w/2X SICK INSTALLATION w /IX SUCK IAUAflON PEE NOTE I) MASONRY ° ING W/2X SUCK INSTALLATION MEM To MASONRY _W/UtSUCK SCIALIATION 1) NOTE I (t) ANCHOR IN EACH TRACK @'EACH LOCATION (TYPJ. OFFSET ANCHORS IN IX SUCK WSTALLATION AS tECEtSARY TO MAINTAIN INTAIN MIN. CLEARANCE 7O AoJACetf CONCRETEANCHOR- FRAME ANCHOMNO UMASONRY t 'F �.pp�ggAA®®i1E? THROUGH 1HE ALUMINUM ANCHOR (TYP) 2 role 1 / 16/11 sore N.T.S. we ICV LFS mew FL- 74994.8 i 'psi a we d 1/r • 14pr 24/r 3® ISL010 Tie 1.1J 1° 4 21.75 w/2X SICK INSTALLATION w /IX SUCK IAUAflON PEE NOTE I) MASONRY ° ING W/2X SUCK INSTALLATION MEM To MASONRY _W/UtSUCK SCIALIATION 1) NOTE I (t) ANCHOR IN EACH TRACK @'EACH LOCATION (TYPJ. OFFSET ANCHORS IN IX SUCK WSTALLATION AS tECEtSARY TO MAINTAIN INTAIN MIN. CLEARANCE 7O AoJACetf CONCRETEANCHOR- FRAME ANCHOMNO UMASONRY t 'F �.pp�ggAA®®i1E? THROUGH 1HE ALUMINUM ANCHOR (TYP) 2 role 1 / 16/11 sore N.T.S. we ICV LFS mew FL- 74994.8 HEM DESCREPTEON MOP *milky A IX BUCKSG> 0.55 B 21f SUCK SG »(ES 1J4• MAX. SHIM SPACE Sim D 1 /4'X23/4'8.COORow PIN CONCRETE SCREW STEEL E MASONRY - 3192PSI MA CONCRETE CIN TO AK3 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ST81. #10X2'PPHSMS #8 3/4• PPH SMS ## X 1-3/4° PPH SMS. #8 X JW PFII SELF DRIWNG M 1 /4'X I3/4" Et COOR 11W NH CONCRETE SCREW 1/4" X 31/4• ELOOR UW PRI IDONCRETE SCREW #8 X.75'PPH SMS P #8 X 2-1/2• PP11 SMS STEM 818795 STRAP ANCHOR 2 GLAZING BEAD # 7217 • PVC 3 5 6 7 MAIN FRAME #8701' GLAZING SPACE 311311 iNTERcEPT SASH REINFORCEMENT SASH VY DUTY) EP OPERABLULLSTILE �" PVC StES. ALUMP4IM ALUMORUM ALUMINUM INTERIOR MEENG STILE #8707' ALUMINUM 10 IT 12 FIXED PULL SIRE #8706 • EXIOR METING STILE #'8708' S1LL;MERE #87'72 SASH KEEPER LOCK STEEL 13 TRACK REINFORCEMENT MALE PVC 14 TRACK REINFORCEMBIT FEMALE SlEEL 16 NED WINDOW LOCK MARC 17 WEATHER STRIP -RN PILE 18 WEEP HOLE 19 RAIL #8704' FRED SASH RAN. #8704 g 2T VernGlate 5704 SEICOM • THE APPROVED WHITE BY EXTRUDERS 0.44 GLASS BITE PVC EXTERIOR EIRIESONS FOR WINDOWS ARE TO BE PRoDucED •AAMA CERTIRCATTON PROGRAMS FOR RIGID PVC .. NS'. 7Tt1KGLASS BY DUPONT 1/8* ANNEALED AIRSPACE 1 tom-16fi ._ 1.6 7- 0 1 4 L r- 1 0 0.070° -� 0.33' - -1 1_0.37 i_rf i 00 0 0 r ;1 IN. NMG. LIRE 0 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 14994.8 Date: November 21, 2011 Product Category Sub Category Manufacturer Product Name Window Horizontal Slider SilverLine Building Products Corporation 1 Silverline Dr North Brunswick, NJ 08902 Phone 732.435.1000 "WeatherStopper" Series 8700 — Model 8700 Extruded Vinyl Horizontal Slider Window "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products Corporation based on Rule Chapter No. 9N -3, Method 1D of the State of Florida Product Approval, Department of Community Affairs- Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ ", this product complies with section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside the "HVHZ" requiring wind borne debris protection, this product complies with Section 1609.1.2 of the FBC and does not need to be protected with an impact resistant covering. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 14994.8 require further engineering analysis by a licensed engineer or registered architect. 7. See drawing FL- 14994.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory by TEL 01410063 TAS 201, 202 & 203 -94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. 2. Miami Dade NOA 11- 0624.01 3. Drawing No. No. FL- 14994.8 Materials Testing PVB Interlayer by DuPont Prepared by RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by Window and Door Manufacturing Association, certifying that SilverLine Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. PF 1634 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 12/7/2011 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miaanidade.gov /Hera! 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 desi„i ed to comply with the Florida Building Code, umcane ' ne. DESCRIPTION: Series "570/2770/2870" Vinyl Sliding Glass Door (Reinforced) -L.M.L • , sheets 1 through 13 of 13, prepared by manufacturer, dated 11/18/10 and last revised on 10/11/11, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance n .... lion. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See table 2 (sheet : an to e s eet ' of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Rigid White PVC to be labeled per referenced NOA requirement. 3. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 # 11- 0107.04 and consists of this page 1 and evidence pages E-1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. 7• IOADE COUNTY APPROVED NOA No 11- 1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11- 0107.04). 2. Drawing No. MD- SGD570 -01 Rev A, titled `Vinyl SGD ", sheets 1 through 13 of 13, • prepared by manufacturer, dated 11/18/10 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 11- 0107.04) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A -1 thru A -22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3- 11 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A -1 thru A -5) per TAS 202 -94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by POT, dated 02/16/11 and last revised on 3- 11 -11, signed and sealed by Anthony L. Miller, P.E. (transferred from file # 11- 0107.04) 4. Glazing complies with ASTME - 1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their "White Rigid PVC ", expiring on 09/30/14. 2. Test reports No(s). 10- 002- 792(A), 10- 006 - 10231, 535753 -09, per ASTME -84, ASTMD1929 and ASTMD -635, issued by EXOVA to Vision Extrusion for cellulosic composite material. E -1 44`j \ . LL",�,� Ishalq L Chanda, P.E. Product Control Examiner NOA No 11- 1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", expiring on 01/14/12. 4. Notice of Acceptance No.10- 0922.09 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12 -11 -2011 F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 11- 0107.04, expiring April 14, 2016. 2. PGT e-mail dated 11/23/11 by Lynn Miller, P.E. confirming extent of revision. 3. Test proposal # 10- 0767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. E -2 1 L1 . M • Li�ti,4 � Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 GENERAL NOTES: SERIES 570, 2770 & 2870 LARGE MISSILE, IMPACT - RESISTANT, VINYL, REINFORCED SLIDING GLASS DOOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ALL RIGID WHITE PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); j TEMPERED, HS =HEAT STRENGTHED, AN =ANNEALED, 30.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASS PLUS), PVB=.090° DUPONT BUTACITE PVB: GLASS TYPE A: 3/18' HS GLASS + .090' SO INTERLAYER + 3/18' HS GLASS + 7/18" AIR SPACE +3/18' T CAP GLASS TYPE B: 3/18° HS GLASS +.090' PVB INTERLAYER + 3/180 AN GLASS + 7/18° AIR SPACE + 3/1(7 T CAP GLASS TYPE C: 3/18' HS GLASS +.090" PVB INTERLAYER +3/18° AN GLASS +9/18'AIR SPACE WITH HEAT- MIRROR FILM + 3118° T CAP APPROVED BACKBEDDINGS ARE GE 7700 AND DOW - CORNING 995. 3) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY THE FOLLOWING MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS: 1/4° ELCO ULTRACON OR 1/4" ELCO CRETEFLEX. SEE TABLE 1. SHEETS FOR DETAILS. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 8. ALL WOOD BUCKS LESS THAN 1 -1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -112' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4° SHIM SPACE FOR GROUT) 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, 305 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1. SHEET (I PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E -1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE AND: A. MAXIMUM (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO 98°. B. MAXIMUM (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER WAND UP TO 120°. 11) REFERENCES: TEST REPORTS FTL -6337 & 8338; EXOVA- 10-002- 792(A) & 10.008. 10231; CAMBRIDGE 535753-09; ELCO ULTRACON NOA 807. 0425.01; ELCO CRETEFLEX NOA 803-0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA 410- 0420.08; ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. 3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 8, ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 8) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2 -7. 8) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. ,0111,1 /hi, 40 ! LYNN R� /�'''i��i Ss" UGEtgo *; No. 58705 3118• KB GLASS 3116111 GLASS DUPONT .08044 SENTRYGLAS01 7116' NOM 7R' GLASS SITE 1.1116' NOM. 7116° AIRSPACE 3118° EH GLASS 3116° HE GLASS DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT 1 -1116' NON. 7116° AIRSPACE TNT.► DUPONT4 .080' PV9 8/16°TGLASS ' 7116' NOM 3/16'TGLASS GLASS TYPE A° SG LAMINATE, INSULATED GLASS 3116' Ary GLASS 3N8 GLASS GLASS TYPE °B° PVB LAMINATE, INSULATED GLASS 1 -3/18° NOM. 0110° AIRSPACE 40x7 DUPONT .080° ?VS 7110° NOM 7,5. GLASS BITE INT.► 3116' T GLAD T•MIRROR FILM GLASS TYPE C° PVB LAMINATE, INSULATED WITH HEAT-MIRROR FILM GLASS NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2.4 HORIZ. SECTIONS 5 VERT. SECTIONS A ACCESSORIES 7 DESIGN PRESSURES8 -9 EXTRUSIONS 10 PARTS LIST 11 CONFIGURATIONS 32 PANEL TYPES 13 Rermadey. J.J. Ostm 10/11/11 FBC 2010 CODE 18y: D r M irimowa �.Ih�.la4o�d 1070 7EOHMXOGY ORR'E AL VE 80& FL 34270 P.O. BOX 129 NOICOMl , FL 34274 GENERAL NOTES & GLASS TYPES Ommsy: J ROSOWSKI 7 VINYL SGD INSTALLATION GUIDELINES Datic 11/18/10 OEM OPAUZM Sarbakxtot 570/2770/2870 &ate NTS One 10F13 MD- SGD570 -01 A 2 -TRACK CONFIGURATIONS EXT7I 'DETAIL B2I ANCHOR LOCATIONS FOR POCKET CONDITIONS. ANCHORS INTO P-HOOK 1 ANCHOR ® CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 & B. EXT.. 3218° MIN.O.C. I DETAIL 011 OCT!, 3.219' MK 0.C. 2 ANCHORS ® CENTER OF EACH PANEL SEE TABLES ON SH ETS8 &a 4° MIN. O.C. CLUSTER OF 3 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON SHEETS 859. 4° MIN. O.C. 4•MIN. O.C. IDErAIL 2.378'TYP. EXT. 3218° MIN. O.C. EXT! IDETAR 01I EXT.! ANCHOR LOCATIONS FOR BYPASS CONDITIONS. 1 ANCHOR ® CENTER OF EACH PANEL. SEE TABLES ON SHEETS e & a 2ANCHORS ® CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 8,9. 4° MIN. O.C. I EXT., CLUSTER OF 5 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 &9. APAROX.8°. NON-STRUCTURAI. (HEAD & SILL) CLUSTER OF 8 ANCHORS ®STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. {DETAIL H2I EXT! T I DETAIL F I CLUSTER OF 5 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 &a 4° MIN. O.C. 8° MAX. (TO END OF ATTACHED JAMB 1 ANCHOR ® SILL ENDS. NOTE SEE TABLE 1, SHEET FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. WEEPHOLE PATTERN 24' O.C. WEEPHOLE PATTERN (Q SILL ENDS p:1.5;uii POCKET BY OTHERS (UNDER SEPARATE APPROVAL) DETAIL C1 =al DAYLIGHT OPENING WIDTH 'X' OR O' PANEL TYPE • DETAIL 1 I SHEET 6 A PETAL S DETAIL C2 SHEET MlirE 7 DETAIL SHEET 8 DAYLIGHT OPENING HEIGHT PANEL TYPE SHEET OF P L INTERLOCK i SHOWN OF PANEL DAYLIGHT OPENING (DLO) FORMULAS WIDTH: PANEL WIDTH -3.8' HEIGHT: PANEL HEIGHT -82" DETAIL E HI8 SHEET 8° MAX.. (HEAD & SILL) - V 11111111 W Till 171Kcil iii) i- ll:l(Xi:ia:y2 TwS C341 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 8 OR 4) \`III (If1411Ji1 ```"0a( IYNN M /(t��i�� • �. JC * z. * Ho. 56705 .'O STP , ' '..o •., F'ioR'oP '''C9 A. LYNN MILLER, P.E. P.E.B 58705 MI II MI err r.. AIL (32 DETAIL 3 SHEET 6 8° MAX. (IQ � 8' MAX., (HEAD & SILL) Tom" r DETAIL DETAIL THIS COQ ANCHOR CONFIGURATION SHOWN; (SEE P APPLICABLE P ) NOTES: 1) FOR CONFIGURATIONS. SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEE TABLE 1 SHEETS. 3)DAYUGHT OPENING (DLO)FORMIULAB: WIDTH: PANEL WIDTH -Si' HEIGHT: PANEL HEIGHT - 82° Raised J.J. 10/11/11 ThAiMorc FBC 2010 CODE Reeked By: Dais 1870TE WOLOBYDRIVE AL WAWA MOON P.O NO 1828 NOKOl * F1.31274 DOIPOPeere ANCHOR LOCATIONS (2 TRACKS) O5182SN J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES DaM 11/18/10 CORE OFARmL 570/2770/2870 Boded NTS sheet 2 OF 13 Owing MD-01 re: A ----TRik-CK CONFIGURATIONS 111 ANCHOR LOCATIONS FOR POCKET CONDMONS. ANCHORS INTO P-HOOK 1 ANCHORS ()ENTER OF EACH PANEL SEE TABLES ON SHEETS 069. 2 ANCHORS 15 4.75° CENTER OF EACH 0.0. PANEL. SEE TABLES ON SHEETS 8 & Ecr., 3.219' MIN. 0.0. Ill CLUSTER OF 3 ANCHORS egi STILE INTERSECTIONS. SEE TABLES ON SHEETS 069. V MIN. O.O. CLUSTER OF 5 ANCHORS (5 STILE INTERSECTIONS. SEE TABLES ON SHEETS 869 MOM 1) FOR CONROURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH -3.5" HEIGHT: PANEL HEIGHT - 5.V DETM. Ej 21.8" MAX. 0.C. IoEmn 011 EXT.V V MIN. O.C. !DETAIL 021 EXTV ■■■■••■•••.. =::■■ APPROX. NON-STRUCTURAL (HEAD & SILL) ANCHOR LOCATIONS FOR BYPASS CONDMONS. 1 ANCHOR 51) CENTER OF EACH PANEL SEE TABLES ON SHEETS 869. 2 ANCHORS 15 CENTER OF EACH PANEL. SEE TABLES ON SHEETS 860. f- Dual 5 SHEET DETAIL SHEET S MAX. (49 HEAD S SILL) Ir MAX. (HEAD B SILL) =NI C5+1 ANCHOR CONFIGURATION SHOWN: (BEE APPLICABLE OP TABLES 2, 3 OR 4) CLUSTER OF 6 ANCHORS (fg STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. 3218' MIK O.C. 8° MAX (TO END OF ATTACHED JAMB -1•E=1 03+2 ANCHOR CONFIGUFIATION SHOWN; (SEE APPLICABLE DP TABLES 2.3 OR 4) WEEPHOLE PATTERN 15 SILL ENDS Ir MAX.. (HEAD & SILL) t070 TECHNOLOGY DRWE AL YEN= FL 34278 P.O. BOX 1629 NO1001144 FL 94274 Rfandep J.J. Dato 10/11/11 Retakes FBC 2010 CODE Patera Dabx NOWT IMMO straztrie ihr Oksbh AtrioakeeNsetp i&IpIrstise 0448 alkow41661- awepem ANCHOR LOCATIONS (3 TRACKS) DremBIR J ROSOWSKI VINYL SOD INSTALLATION GUIDELINES Daft 11/18/10 CE.V. OF MOM MOW 570/2770/2870 Sado NTS Shoe* 3 OF 13 ranvingiva MD-SGD570-01 SHE A 4 -TRACK CONFIGURATIONS ANCHOR LOCATION FOR POCKET COMMONS. ANCHORS INTO P -HOOK. D L 1 ANCHOR ® CENTER OF Ex r EACH PANEL SEE TABLES ON SHEETS S & 9. 2 ANCHORS ® CENTER OF 4.76' EACH PANEL 0.0. SEE TABLES ON SHEETS 8 &9. 9.219' MIN. 0.C, ENVY CLUSTER OF 3 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON SHEETS B & B. 4° MIN. O.C. 4.76° (DETAIL C21 4° MM. O.C. CLUSTER OF 8 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON 2.378°1YP. SHEETS 8 &9. !DETAIL 921 EXT.Y j DETAIL Ni l APPROX.8', NON-STRUCTURAL (HEAD & SILL) ANCHOR LOCATION FOR BYPASS CONDmONS. 1 ANCHOR ® CENTER CF EACH PANEL. SEE TABLES ON SHEETS 8 & 9. 2 ANCHORS ® CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 &9. 3.219' MIN.O.C. CLUSTER OF 3 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON SHEETS 8& 9. EXTY 3.219" MW. 0.0. 4° MIN. O.C. DETAIL H2I EXT.Y 3218" MM. O.C. W. MAX (TO END OF ATTACHED JAMB I oETARDI EXT. 1 ANCHOR® HEAD ENDS. NOTES; 1) FOR CONFIGURATION, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH -3.8• HEIGHT: PANEL HEIGHT - 82° EXTY EXT.W CLUSTER OF 6 ANCHORS ® STILE INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. 3219° MIN. O.C. S' MAX. (TO END OF ATTACHED JAMB 1 ANCHOR ® SILL ENDS. a rprl u:.f DETAIL E THIS SMTI ETAIL §r ISHEET 8' MAX. (® HEAD & SILL) 6' MAX.. (HEAD & SILL) C6 +1 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE OP TABLES 2, 30R4) WEEPhg.E PATTERN c; 24° 0.c. \N`oON Mitts /// aye .....R "ti , tyo. 41 07 UJ E A 1o)f UJ` A. L4'l(INrrdnl l E) 'L PE988705 C3+2 ANCHOR CONFIGURATION SHOWN: (SEE APPLCABLE DP TABLES 2, 30R4) WEEPHOLE PATTERN @ SILL ENDS 8° MAX„ (HEAD & SILL) Raked B Dyke 10/11/11 RwMorg FBC 2010 CODE ReHeedBy: DOC IN41lyb. We WNW. W J. Asimftwo 5� 1078 TECHNOLOGY DRIVE I& VWEOE FL 34275 P.O. BOX 1629 MORO* FL 39874 ANCHOR LOCATIONS (4 TRACKS) ROSOWSKI nkr VINYL SGD INSTALLATION GUIDELINES 11/18/10 CERT. OFAU77 seematode 570/2770/2870 NTS 4OF13 MD- SGD570 -01 Raw 114" MAX LCICKST4O1314, ASTR ED= STILES AND HORIZONTAL RAILS INTERLOCKS FOR .{ ONLY DETAIL 1 INTO MASONRY CONCRETEICMU PER ANCHOR REQUIREMENT EMBEEV'. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET EDGE DISTANCE NON-STRUCTURAL 4043; 'xi— ANCHOR ." • OPTIONAL Zrr4-- .IT* se POCKET P-HOOK (0t) SEE NOTES 380 BELOW 2X WOOD BUCI4STRIP OR FRAMING, SEE NOTE 4, SHEET 1 EDGE I DISTANCE EMBED- MENT DETAIL 2A ASTRAGAL ASTRAGAL ADD-ON ASTRAGAL ADD-ON REINF. DETAIL 2B 1N(ERI.00K ....REQUIRED IF DOOR HEIGHT IS OVER: DETAIL 3 INTO MASONRY IX BUCKSTRIP 1X OR 2X WCXXL macaw. SEE NOTE 4, SHEET 1 • CONCRETEICMU PER ANCHOR • REQUIREMENT 810 X 2-1/2* SMS FtEINFORCEMENT SCREW; 5 PER At3TRAGAL, EQUALLY-SPACED AND FROM ENDS (FACTORY INSTALLED). INTERLOCK PANEL WIDTH LOCKSTER, EXTERIOR ASTRAGAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE SHEET DC MAX -•••I EDGE DISTANCE DOOR FRAME WIDTH BOX SCREEN EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER .,SUBSTRATE, SEE TABLE 1, SHEETS •,•t• • EDGE •,* • DISTANCE PANEL WIDTH P.E.# 88 X 314• SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 9• FROM ENDS (FACTORY INSTALLED) DOOR FRAME WIDTH cr) • 1W MAX TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 .. 1J!j. 0 411 luM 411 EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT 2X WOOD BUCXSTRIP AND EDGE DISTANCE PER SUBSTRATE, OR FRAI&ING, SEE GEE TABLE 1, SHEET 8 NOTE & SHEET 1 11.44■4011g0!..4=4.- p 11 IM• V::111111!, NOSTRUCTURAL ANCHOR 1/4• MAX fra, P-HOOK REINF. PLATE (12" LONG. ( & PANEL MIDSPAN frA P-HOOK REINF. PLATE SMS, 810 X 1-114° (5) 88 2-5/8° 0.C. POCKET P-HOOK DETAIL 1 INTO WOOD OPTIONAL EXTERIOR FIXED PANEL CLIP AND ANCHORS, SEE DETAIL SHEET 7 FIXED STILE DETAIL 3 INTO WOOD NOTES 1) DETAILS APPLY TO 2, 9 AND 41RACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 9) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 58, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 8) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. PANEL WIDTH DETAIL 2B INTERLOCK STANDARD SCREEN EXTERIOR 68705 1070 TEOINOLOGY MOVE M WEN= FL MTh P.O. SOX 1629 1401(01243, FL 84274 OEM OF AtIOL 028280 0:3 RmMIdBy J.J. • ;* • • DISTANCE • 2-W87 ROW SPACING DETAIL 3 INTO MASONRY Draw 10/11/11 C 6 NC RET VC MU • ..* PER ANCHOR REQUIREMENT 1I4' MAX Restelair FBC 2010 CODE Revited EN SINN mousy wow Is pig RI* Me VINO. Cade Apainent*leil esiolatla. :11iNkr a/1=1' Due*. HORIZONTAL INSTALLATION DETAILS lkaim BF J ROSOWSKI VINYL SOD INSTALLATION GUIDELINES Date 11/18/10 570/2770/2870 saew NTS Rest 5 OF 13 11444491Na MD-SGD570-01 Rem A DETAIL 4 INTO MASONRY 1X BUCKSTRIP MIN. 2.7 K81 CONCRETE (� HEAD PER ANCHOR REQUIREMENT, SEE TABLE 1. SHEET • . MENS•.4 ° TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET8 248° ROW - - EDGE , . -1 SPACING—t' DISTANCE EDGE DISTANCE DETAIL 4 INTO WOOD TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBS'1RATE, SEE TABLE 1, SHEET 8 248° ROW SPACING EMBED- �MEENT X114° MAX. 08X 3/4' EMS REINFORCEMENT SCREW; 7 PER STILE, LOCATED AT CENTERLINE AND 8', 8° & 12' FROM ENDS (FACTORY INSTALLED) -ERASE HEIGHT, TABLES 2,384 tta 4 R SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE TABLE A. SHEETS 8 & 8. 4.1/18° RISER 1- 11/18' EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 •MIN. 27 t�1 CONCRETEgg SILL PER ANCHOR REQUIREMENT, SEE TABLE 1. SHEET8 GROUT AS NEEDED, SEE NOTE 8, SHEET 1 DETAIL 5 INTO MASONRY 2X WOOD BUOKSTRIP EDGE OR FRAMING. SEE DISTANCE NOTE 4, SHEET 1 DETAIL 5 INTO WOOD MAX TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, BEE TABLE 1, SHEET 8 3.1/7 RISER DETAIL 4 INTO MASONRY TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 TABLE 1, ANCHOR TYPES: DETAIL 4 INTO ALUMINUM METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 0 0 0 Sub*ate P.T. Scrdhsm Pine (80 °.66) Aluminum, 6063 -T6 min. Steel Stud, Gr. 33 min. A3 Steel P.T. Southern Pkre (SO ° .85) Concrete (Mtn. 2.7 k8l) Conore a (nth 3.38 kel) Ungrouted CCU. Jambe Only Concrete (ISM. 2.7 ke8 Connie 0IS1n. 3.38 ke6 Ungrouted CCU, Jambe Only (AWE D40) Anchor 112 Sheet Metal Wee (GS) 1/4' Elco UlbaCon 1/4' Moo Crete -Flex 884 612 Sheet Metal SorSo (06) 612 Sheet Metal Bonne (G6) 112 Sheet Metal Screw (GE) 112 Wood Sore* (0E) 1/4' Moo UltraCen 1M' Moo Clete -Flex SS4 1/4' Moo UltraCen 114' Moo UltraCon __114' Elm Crete•Fler 884 1/4' Boo UltraCon 1/ Minimum Embedment 1318° 1 -1/2' 1.1/7 0.126° 18ga (0.0461°) 18ga (OA461' 14/8' 14/8° 14/4° 1 -1/4' MM. Edge Distance 314` 1.374° 13/4° 1/2' 1/2' 1418' 1414° 1 -114' 314' 1° 1° 2.1/7 o 1=5E311111 2412' 2.1/2° TEE 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATIONS SPACING. 9) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 68, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. B) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGALADD'ON. 8) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. ∎`‘‘‘ 414 MILT. � .4, a6e1� U3 P.P..S 88708 —'I DISTANCE 18 GA STEEL STUD OR A38 STRUCTURAL STEEL SUBSTRATE DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLYTO:RAME, AND SILL, Rertaedey. J.J. Gran 10/11/11 FBC 2010 CODE RefGedeye Dart Ration: eliebalt WSW Aorkosase garage ��,, 1070 7201.0011.072120WE kNE = R 44278 P.O. BOX 1029 NOK0 FL VERTICAL INSTALLATION DETAILS TeX VINYL SGD INSTALLATION GUIDELINES CERT.OFAVM 570/2770/2870 Soft NTS Sheet 6 OF 13 tkermEs J ROSOWSKI vox 11/18/10 Onadne Na Res MD- SGD570 -01 A °I (8) ANCHOR TYPE AS USED IN INSTALLATION, TABLE 1, SHEET 7 (3) #10 X 1.5° SMS 1) INSTALL CUP INTO PANEL STILE 2) INSTALL CLIP INTO FRAME JAMB & SUBSTRATE, SEE TABLE 1 HEADER JAMB TO HEAD BLOCK I) ASSEMBLY (3) #8 X 1° MS FIXED PANEL CUP FIXED PANEL CLIP INSTALL ONE CUP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. (2) #8 X 1° SMS (2) 1/4° x 20 x 2 -114° THREAD- CUTTING SCREW SEE REINF. PLATE@ TABLE 2 PLATE COVER SHEET 8 #8 X 1-314° SMS tt- ® #10 X 2° SMS (4) MEW JAMB TO SILL ASSEMBLY HEADER BLOCK TO HEAD ATTACHMENT INSTALL ONE BLOCK AT EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. • LOCKING JAMB KEEPER TO JAMB ATTACHMENT REINFORCEMENT PLATE FOR DOORS OVER 98 °. 10 ANCHORS 3 °, 8", 8", 12 °. & 48.5° FROM EACH END oxxx SHOWN NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM Mt IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. INTERLOCK ® REINF. COVER KEEPER INTERIOR EXTERIOR INTERLOCK REINF, BOTTOM RAIL I PLATE #10 X SUPPORT SMS 2 -112° 11 THROUGH SUPPORT, (2) #10 X 1° SMS it INTO PANEL #10X2° SMS PANEL INTERLOCK SILL RETAINER ASSEMBLY CLIP ATTACHMENT ALL PANEL CORNERS WELDED, INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS Weedy 10/11/11 Reelebr FBC 2010 CODE '7C:OILrIIC ACCESSORIES INSTALLATION DETAILS 7We VINYL SGD INSTALLATION GUIDELINES Sedeeneoaek 570/2770/2870 J ROSOWSKI 11/18/10 Dram No. MD- SGD570 -01 TABLE 2: 3H8°TE7(T. CAP+ 7/16° AIRSPACE. 2/113° 1S GLASS 4Dee 86p MHl1AYER+ 3H8"+S (SASE NOM, PANEL WIDTH ON) FRAME SIDE Serhls 570 & 2870 Anchor Quantities and Design Pressures FRAME HEIGHT (IN) J ANEL MAXIMUM CONFIGURATION 80 84 d 4 4 -PANEL MAXIMUM CONFIGURATION 98 as 120 1I 24 30 Head & SDI Jamb P-hook Design Preserve Head & SID .Iamb 03+1 C3+1 C3+1 C3+1 03+1 C3+1 03+1 C3 +1 03+1 C3+1 C3+1 C3+1 133+1 C3+1 C3+1 C3+1 03+1 03+1 �UR F 03+1 �a 03+1 8 8 +80.0 6 8 +80.0 6 8 +80.0 8 8 +80.0 8 +80.0 5 8 +80.0 5 8 +80.0 8 8 +80.0 6 9 +80.0 5 9 +80.0 8 9 +80.0 6 9 +80.0 8 10 +80,0 8 10 +80.0 6 10 +80.0 6 10 +80.0 5 11 +80.0 8 11 +60.0 6 11 +60.0 5 11 +80,0 80.0 C3+1 5 -80.0 C3+1 8 -80.0 C3+1 8 -80.0 03 +1 6 80.0 C3+1 38 P-hook Deafen Pressure Head & SDI Jamb P-hook a +80.0 8 +80.0 8 +80.0 8 5 8 -80.0 C3+1 8 -80.0 C3+1 8 -80.0 C3+1 8 -80.0 C8+1 5 -80.0 C3+1 8 .80.0 C3+1 8 -80.0 C3+1 a 45.0 C3+1 8 86.0 C3+1 6 -85.0 C3+1 S -65.0 C3+1 0 .68.0 08+1 6 �.0 C3+1 8 45.0 45.0 C3+1 03+1 6 8 8 +80.0 +80.0 +80.0 +80.0 8 9 S B 10 10 10 10 11 11 11 11 +80.0 +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +80.0 -80.0 C3+1 0 8 -80.0 03+1 6 a -80.0 C3+1 6 8 -80.0 C3+1 8 8 40.0 C5+1 5 a 400 C3+1 a 8 -80.0 C3►1 6 8 -80.0 -80.0 C3 +1 8 8 03+1 8 a 40.0 C5+1 8 9 -80.0 C3+1 6 9 -80.0 03+1 8 9 . 80.0 C5+1 6 10 45.0 C8+1 8 10 -85.0 48.0 C3 +1 8 10 03+1 8 10 45.0 C5+1 8 11 46.0 C5+1 6 11 -65.0 C5+1 8 11 45.0 C3+1 6 11 42 Design Pressure Head & SDI Jamb +80.0 +80.0 +800 +80.0 +80.0 +80.0 +800 +50.0 +80.0 +80.0 +800 +80.0 +80.0 +80.0 +60.0 +80.0 +60.0 +80.0 +80.0 +600 -80.0 C6 +2 6 -80.0 C3+2 6 -80.0 C3+1 6 -80.0 C3+1 8 -80.0 C6+2 5 -80.0 C6+2 5 -80.0 C3+1 8 400 03+1 8 .80.0 05+2 8 80.0 C5+2 8 40.0 C5+1 7 -60.0 03+1 6 45.0 05+1 8 45.0 C8+1 8 45.0 C6+1 6 46.0 C3+1 8 -65.0 C8+1 8 -85.0 05+1 6 -65.0 C5+1 7 46.0 03+1 8 48 P-hook Design Pleasure Head & Sill Jamb 8 a 8 8 8 8 a +80.0 +80.0 +80.0 +50.0 +80.0 +80.0 +80.0 8 +80.0 10 9 a 9 10 10 10 10 11 11 11 11 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +80.0 +60.0 +80.0 -80.0 05+2 6 -80.0 06+2 5 -80.0 C3+2 7 -ate 03+1 8 -80.0 C5+2 6 400 C5+2 8 -80.0 C5+2 7 -80.0 C3+1 8 -80.o 06+2 7 -00.0 05+2 8 400 08+2 8 -80.0 C3+1 8 45.0 C8+2 8 48.0 05+2 8 -85.0 C5+1 7 45.0 C3+1 8 �.0 C5+2 7 88.0 C5+2 8 48.0 C5+1 8 45.0 03+1 8 64 P-hook Design Pressure Head &80 a 8 B 8 10 8 8 8 11 8 9 9 10 10 10 10 11 11 11 11 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 +60.0 +500 +80.0 +80.0 +80.0 +80.0 +60.0 +50.0 -80.0 .80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 45.0 45.0 48.0 45.0 -85.0 45.0 -55 0 45.0 05+2 C8+2 C3+2 C3+2 05+2 C5+2 C6+2 03+2 06+2 054-2 C5+2 03+2 Jamb 8 8 7 8 6 6 8 8 7 6 S 8 P-hook 10 8 8 8 11 8 8 8 12 a S 9 Design Pressure +80.0 +80.0 +5.0 +80.0 +600 +80.0 +50.0 +80.0 +50.0 +800 +80.0 +80.0 -80.0 -80.0 -80.0 •60.0 -80.0 -80.0 -80.0 80,0 -80.0 40.0 -80.0 -80.0 60 Head & SDI C8 +2 05+2 05+2 C3+2 C5+2 054-2 C5+2 C3+2 C5+2 C8+2 C5+2 C3+2 Jamb 6 8 8 6 6 8 8 8 7 7 10 8 P-hook 10 a 8 5 10 a 8 8 11 8 10 10 Design +87.0 +80.0 +80.0 +80.0 +67.0 +80.0 +80.0 +80.0 +87.0 +80.0 +80.0 +80.0 Pressure 87.0 -80.0 40.0 -80.0 -67.0 -80.0 -80.0 40.0 -87.0 40.0 - 80.0 40.0 TABLE A:, Water -Li Nominal SID Height 1. 11118° 3-112' 41116° 4818° Reinforcements Required, (See Parte on Sheet 10) Glass Type Interlock LooklFb(ed Stile Astragal Astragal Addon Top/Botton Rail Plate (Pad# 24,28) Pmt# 29 Part# 28 Pert# 28 Pert# 30 Part# 28 Required for Heights okra 98" A adted (+) Design Pressure THE LESSER Aouo VALUE OF Height TABLE A AND 1.688° TABLE 2 DETERMINES THE 4.037' WATER 4.814° +100.0 paf WAITED (,,) DP. 3.464° Max. ( +) DP Ahmed See Tables 24 +80.0 pat +80.0 psf TOTALS OF ANCHORS CLUSTERED THROUGH THE HEAD SILL AT EACH PANEL MEETING POINT. (EX FOR C3+1, 3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1, SHEET8, FOR COMPLETE ANCHOR LIMITATIONS. TABLE KEY: PA _ FRAME WIDTH WIDTH 9 OF PANELS NCM. PANEL WE11H we FRAME BIDE A 24 Heed S 511 C3+1 Jamb a P4100k 8 Deskel Pressure +3#.0 40.0 THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. THE MAXIMUM POSMVE DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM DP FOR THE SILL HEIGHT - MUST ALSO BE CONSIDERED, SEE TABLE A, THIS SHEET. TOTAL # OF ANCHORS THROUGH THE P-HWK TOTAL# OF ANCHORS THROUGH THE JAMB. NOTES 1) DETAILS APPLY TO 2, SAND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 24 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 8)VIE SHEET 2 FOR APPLICABLE DLO PER PANEL Ste. DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 IS EXEMPTED FROM WATER INFILTRATION. THE OVERHANG RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION: OH RATIO a OH LENGTHIOH HEIGHT 9 Co °v O O DESIGN PRESSURE TABLE ALLATION GUIDELINES CD Ng PISODUCT SWUM whir do halide *aphides Ode id 4 TABLE 3: 9N8'TOfI'. (kp.7nS AnMC3 +sn8 IB 0A88+8s0s6P IO103A 45 1 0 m.0138 ABB Series 2870 Anchor Quantities and Design Pressures FRAME HEIGHr(11) 8 -PANEL MAXMUM CONFIGURATION 00 64 as PWIDTH I'M SIDE 4 l 1 ji 1 g 1 g 1 °ji 1 fi 1 g 1 gl y1 S 1 ji 1 g 1 it 2 4 Head & SW 03+1 08+1 03+1 C3+1 C8+1 08+1 03+1 06+1 08+1 03+1 03+1 03+1 Jamb 8 8 8 8 8 6 8 8 6 6 8 8 P4mok 8 5 8 8 8 B 5 8 0 5 9 0 Design Pioeeure +1010 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +1000 +100.0 +1010 -100.0 -1010 -100.0 -100.0 1010 -100.0 -100.0 -100.0 -1010 100.0 -1010 -100.0 80 Head & 818 C8+1 C3+1 03+1 03+1 05+1 C3 +1 C3+1 03+1 C6+1 05+1 08+1 08+1 Jamb 8 6 8 8 6 6 8 5 6 6 8 6 P-h00k 8 6 8 8 8 8 6 8 9 9 9 9 Design Preamae +105.0 +100.0 +100.0 +100.0 +100.0 +1010 +1011 +100.0 +100.0 +100.0 +100.0 +100.0 - 100.0 400.0 -1010 -100.0 -100.0 -100.0 -100.0 100.0 -1610 400.0 .1010 -1000 38 Head & SU 05+2 06+1 C8+1 138 +1 06 +2 05+1 C6+1 08+1 C6+2 05+1 C5+1 03+1 J a m b 6 6 8 8 8 8 8 8 8 8 7 8 P-hoOk 9 8 8 8 9 8 8 8 10 6 9 8 Design P40e5O= +100.0 +100.0 +1010 +1010 +100.0 +1010 +100.0 +100.0 +100.0 +100.0 +100.0 +900.0 -160.0 -1coo -100.0 400.0 10.0 -1010 -900.0 -100.0 -100.0 .160.0 -100.0 4010 42 Head & 818 C5+2 05+2 08+2 08+1 ' 05.2 06+2 05+2 138+1 06+2 06+2 06+2 08+1 Jamb 8 8 7 8 8 8 7 8 7 8 8 8 P4100k 10 8 8 8 10 8 8 8 11 9 B 9 Daft) P10890e +100.0 +100.0 +100.0 +100.0 +1010 +180.0 +100.0 +100,0 +810 +100.0 *1000 +100.0 -1010 -1010 -100.0 -100.0 -100,0 -1010 -1040 - 100.0 -36.0 -1010 -100.0 -10.0 48 Head & 80 66+2 06+2 08+2 C3+2 08+2 06+2 (16+2 C3+2 09+2 06+2 06+2 08+2 Jamb 7 6 8 5 7 8 5 8 7 7 10 6 P-rook 11 8 8 8 12 8 8 8 12 9 10 10 Design Pressure +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +1000 +100.0 +872 +1010 +100.0 +100.0 -100.0 -100.0 -100.0 -160.0 -100.0 -1000 -100.0 - 1000 67.0 -100.0 100.0 -1010 Reinforcements Required, (See Pane on Sheet 10) Glass type, (see Sheet 1) Glass Type, Moe Sheet 1) Interlock' Lock/FIxed S81e Astragal ! Aahaga, Addon Reg N44241 Pa11326 ITop/Bottom Pa6328 I P44430 Pad0 28 A Top/Began Rag TABLE KEY: NOM. PANEL WIDTH (IM FRAME WEE ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHORQUANTIES LISTED BELOW. SEE TABLE 1, SHEET 8 FOR COMPLETE ANCHOR LIMITATIONS. TOTALS OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR C3+1. 3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIOSPAN OF PANEL). Jamb P -hook Design Pressure TOTAL 9 OF ANCHORS THROUGH THE JAMB. TOTALS OF ANCHORS THROUGH THE P-HOOK. THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE A, THIS SHEET. Np n FRAME WIDTH WIDTH 9 P Pi NELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. TABLE 4: stlalrxxc rAPwne ARSPAC2 +Mir its MASS +,091I 108 MBAartrAN GLASS Series 870 & 2770 Anchor Quantities and Design Pressures FRAME HEMET (OO) _ BFANEL MAXMM CONFIGURATION 0.o _1 04 as PANEL PANEL PO BODE FRAME recIALXtialy 1 1 ii it 1 d A /1 1 1 1 dd 1 4 1 1 I 1 I g 1 g 24 Heed & 8111 C3+1 03+1 08+1 C8+1 C3+1 C3+1 03+1 08+1 03+1 C3+1 03+1 C3 +1 Jamb 5 8 8 8 8 6 8 6 6 8 6 6 P4100k 8 B 8 6 8 8 0 8 9 9 8 9 Design Pmss re +00.0 +810 +80.0 +80.0 +001 +610 +BOA +80.0 +6.0 +80.0 +001 +80.0 .00.0 -80.0 -80.0 -80.0 400.0 40.0 .60.0 .60.0 610 40.0 .00.0 40.0 00 Head & Big C3+1 03+1 133+1 C3+1 03+1 C3+1 08+1 C8+1 18+1 03 +1 C3+1 f3+1 Jamb 8 8 5 8 5 5 6 8 6 8 8 8 p-ook 8 a 8 8 8 8 8 8 0 8 8 0 Design P1e8000 +80.0 +80.0 + 80.0 460.0 *sea +80.0 +80.0 +801 +60.0 +60.0 +60.0 +80.0 410 40.0 400 40.0 40.0 40.0 40.0 40.0 40.0 410 40.0 430.0 - 98 - Head 8 8M 03+1 05+1 03 +1 -'C8 +1 ,C9+1 03+1 C3+1 09+1 03+1 C3+1 C3+1 0341 Jamb 6 6 6 -- 8 ' 6 8 8 8 6 8 6 8 P4oOk 8 8 8 1 8 a 8 8 8 0 0 6 8 Design P4080088 +80.0 +60,0 +80.0 +80.0 +80,0 +60.0 4000 +900- +80.0 +80.0 +80.0 +80.0 40.0 400 40.0 40.0_ 40,0 400 40.0 400.9 4510 40.0 -810- -810 42 Head & Big C3+1 C3+1 08+1 03+1 08+1 03+1 03+1 133+1 C8+1 03+1 03+1 08 +1 Jamb 8 8 8 5 8 8 8 6 8 B 8 6 PJm00 8 8 8 8 8 8 8 8 0 0 8 0 Design Preamire +80.0 +80.0 +800 +80.0 +800 +00.0 +80.0 +80.0 +800 +800 +80.0 +600 40.0 610 430 -89.0 600 400 40.0 60.0 40.0 40.0 40.0 40.0 48 Head & 5111 C3+2 C8+1 C8+1 C8+1 03+2 C3+1 08+1 C3+1 C8+2 03+1 C3+1 C3+1 Jamb 5 6 6 8 5 B 8 6 5 8 8 8 P-h00k 8 8 6 8 8 8 5 8 0 0 8 0 Design Pressure +00.0 +80.0 +80.0 +00.0 +810 +80.0 +BOA +80.0 +80.0 +800 +80.0 +80.0 -0040 40.0 400.0 40.0 40.0 400 -80.0 400 40.0 600 400.0 40.0 Reinforcements Required, (See Pans en Blest 10) Glass Type, Moe Sheet 1) In adook LOOWFRed Stile Astragal Astragal Added Top/Began Rag Standard P06328 Portal 23 PDE28 Pat030 Pa1628 B T ommLOptlon Ped5 28 P8027 Part827 RIO 80 Patti 27 B,C TABLE Ai Water - Limited ( +) Design Pressure Nominal Sill Actual SE Max. ( +) DP )!eight Height Alowad 1- 11!16° 1.888° See Tables 24 34/2° 3.454° +80.0 Rif 41/18 4.037° +80.0 psi 4818° 4.814° +100.0 psf THE LESSER VALUE OF TABLE A AND TABLES 3 OR 4 DETERMINES THE WATER LIMITED (+) DP. 1I) DETAILS 'E APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 24 PORANCHOR LOCATION & SPACING. 8)8010 TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCG OR ASTRAGAL ADD.ON. 6)SEE SHEET 2 FOR APPLICABLE 01.0 PER PANEL SEE. DH LENGTH DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 IS EXEMPTED FROM WATER INFILTRATION. THE OVERHANG RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION OH RATIO OH LENGTH/OH HEIGHT ,0: vcESNS& ' •: 58905 * -o'� A Art ►/ F441:1= . ' %�SSlO��1� A LYN thru ��m, Pa. PAS 58705 I I O t 10. DESIGN PRESSURE TABLES 3 & 4 fROBSCT atom y r zo lb 5.878° LI 107 LJ 1.B,Y O 2 TRACK HEAD /JAMB RIGID PVC ti n - O 3 TRACK HEAD/JAMB RIGID PVC 8.280' .100' 1812' ,0.825° ® 4 TRACK HEAD/JAMB RIGID PVC '0 0 ®CFOV SCREW COVER RIGID PVC 1.4312 I+- .� G1 OUTER SILL 1'=' COVER RIGID PVC SILL RISER © 6083 -76 ALUM. 880° .128' O ANCHOR PLATE 6083-T6 ALUM. .000° SILL TRACK vv COVER RIGID PVC I 8.878" �.100'r -,I ar 02 TRACK SILL RIGID PVC CII J ZS L 10 Q 0' q 1 ®� Lr J� oU 1,1 ."7 -1 ©I 7.888° 1 J �, (-4) 3 TRACK SILL RIGID PVC 10.885' 1812° _ 1 tl 457 lap gal. OTRACK INSERT 6083 -T6 ALUM. 4 TRACK SILL ® RIGID PVC �-- 1.000° 840' .048' ru emu-- .082 BOTTOM RAIL - SUPPORT 6063 -T8 ALUM. �{ 1.487' r-- 1816' L © BOX SCREEN HEAD AND JAMB ADD-ON RIGID PVC tor , KEEPER 8063-T8 ALUM. ® ADD-ON SILL ©CK SCREEN 6083 -T8 ALUM. 8083 -T6 ALUM. 4.041" .080' SILL RISER SILL RISER 108 6063 -T6 ALUM. 19 el 6063 -T8 ALUM. I1' 210" - 1 -1/18° BEVELED BEAD 61;1/311:8° RIGID PVC 1281' 1 -1H8" 282 OGEE BEAD ® RIGID PVC .78r 5.178' .100' P-HOOK ,- p-HOOK 6083 -T8 ALUM. 16.9 8063-TO 1° sir 1 -3/18" OGEE BEAD RIGID PVC ALUM. 1� .125° r - P-HOOK REINFORCEMENT ® PLATE 6083 -T6 ALUM. ivy ® REINFORCEMENT COVER RIGID PVC .110' r.228 u--ter. -vim I-- 2807° -. I T REINFORCEMENT PLATE 6005 -T5 ALUM. TOP, BOTTOM ® AND STILE REINFORCEMENT 6005 -T6 ALUM. 2.141' .128' ®ASTRAGAL ADD-ON ® REINFORCEMENT REINFORCEMENT PLATE 8005 -T5 ALUM. 5083 -T8 ALUM. .032 1 1889' --r 1.827' L BOX SCREEN BOX SCREEN ® TOP RAIL ©BOTTOM RAIL 6083 -T6 ALUM. 6063-T6 ALUM. 1.081' 1.77r 1 .050' --►I"- STD. SCREEN TOP!BOT. RAIL 6063 -T8 ALUM. 1.081" Gv�T 1.778' 1-: 1 .050° - 1-- STD. SCREEN 11 SIDE RAIL 6083.76 ALUM. 1.490' 1.448' 2.38r 1 -I I-- .12r .125' ZOO' © TOP, BOTTOM AND STILE REINFORCEMENT COMPOSITE 1.81' I- f-J I� Jj -H I - .,82' .120' IQ INTERLOCK .300 REINFORCEMENT 6006 -T5 ALUM. 2.788° .400' -► diar 11 .120° -. H- .1W INTERLOCK .400 ® REINFORCEMENT 6005 -T5 ALUM. INTERLOCK ADAPTER RIGID PVC BOX SCREEN SIDE RAIL 6063 -T8 ALUM. 1.pT' .876' ✓ ASTRAGAL ADD-ON RIGID PVC tsar I.- 808' � ��'� ®BASTT CRSCREEN A(A D ADAPTER 6083 -T8 ALUM. - .045• ® OXO ADAPTER 8063 -T8 ALUM. • F"-- .055' .orr �1 I+- 2.878' ---►I STD. SCREEN FIXED PANEL CUP ® ASTRAGAL ® 6083 -T6 ALUM. ADAPTER 6063-T6 ALUM. 1.088' .100° PANEL STILE, TOP ® AND BOTTOM RAIL RIGID PVC Revised J.J. flB4Br 0380 10/11/11 RevIelds FBC 2010 CODE astB.' FtWolote MODULI IIIMM 5 r 018178808 Sate 4 18707E1200LOGYORIVE N. MICE, FL 3275 P.a 803 820 NOKOMIp. R. 84274 PART DETAILS J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 0ERT: OFA RON 570 2770/2870 NTS Meet 10 OF 13 Q- SGD570 -01 Mew A Part # POT. # Description 1 619001 2-Track Head/Jamb 2 619002 2 -Track Sill 3 619025 3 -Track Head/Jamb 4 619028 3 -Track Sill 6 819027 4 -Track Head/Jamb 8 819028 4 -Track Sill 7 819009 Frame Screw Cotter 8 819031 Anchor Plate 9 619007 Track Insert 10 619029M Aluminum Keeper 11 819038 Bottom Rail Support 12 619008 Outer Sill Cotter 13 619011 SW Track Cotter 14 619039 Box Screen Sill Add-on 15 819012 Outer Screen 'Rack (Standard Screen) 18 619038 Box Screen Head end Jamb Add-on 17 619022A Sill Riser - (DPW) 18 619023A Sill Riser - (DP80) 19 619024A Sill Riser - (DP100) 20 619032 P -Hook Adapter 21 619020 P-hook . 24 619014 Renforcement Coker , "26 818030 Reinforcement Plate • 28 619017M Top, Bottom and Stile Reid (Alum) :27 18046 Top, Bottom and Stile Reint (Camp.) 28 61901614 Interlock .300 Reinforcement 29 61901314 Interlock .400 Reinkxoement 30 619019M Astragal Reinforcement 31 618035 Rekforcemmd Plate 35 619005 Interlock Adaptor 38 619008 Astragal Add-on 37 619004 Panel Stile, Top/Bottom Rail 40 718809 .187 x .280 Finseai (Stile) 41 71696K 1 -1/2" x 1" x 3/4° Fin Seal Dust Plug 42 419041 Interlock Clip Corer 43 78153X Tandem S.S. Roller Assy. 44 78153N Tandem Nylon Roller Assy. 45 619043 P-hook Reinforcement Plate 46 710X125FPSDX #10 x 1 -1/4" Fl PH SMS NOTES 1) SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. Part # POT. # Description 60 419042 Frame Header Block 61 48052 Roller Ad). Hole Plug 52 41736 SOD Panel Come -along 53 41736 SOD Panel Come -along Cotter 65 71688 Dust Plug 68 44385 4 Hole Bumper Stop 58 819037M Fixed Petrel Clip 69 716980 Sill Plug 81 78X38PP7X #8 x 3/8" Ph. Pn. TEK Screw 62 78X34PPSDAX #8 x 3/4° FL Ph. MK - S.S. 83 781PS7X 08 x 1" Quad - S.S.. 64 781PQX 78X114PHPT410X- #8 x 1" Pn Quad - 8.S. #8 x 1 -1/4" Ph. Pn. TEK 65 68 710X1 PPSDAXX #10 x 1" Ph. Pn. TEK - 8.8. 67 710X115PPX #10 x 1 -1/2" Ph. Pn Keeper Screws 68 710X2PPX #10 x 2° Ph. Fl S.S. Screw 69 710X212PPDAX #10 x 2 -1/2° Pn Ph. Tek S.S. 70 712X112PP #12 x 1 -1/2" Ph. Pn. A 71 Screen Frame -Side Rail (Latch) GE 7700 Silicone 72 Screen Frame - Side Rep Dow Coming 995 Silicone 73 71728K Neoprene Setting Block 1°x4°x1/16" 74 Vinyl Astragal Metal Spacer - 9/32" 76 Screen Sill Adapter Urethane 10 Sealer 78 Bug Flap Silicone -Foam Super Spacer -7/16" 77 Rivet Hot -melt Butyl 78 619010 1 -1/16" Bawled Bead 79 619016 1-1/18" Ogee Bead 80 619016 118° Ogee Bead 82 62139 Ogee Vinyl Muntln 83 63609 Insulated Glass Muntin - Horizontal 84 4CONN LG. Intersection 85 7558K I.G. Gridlock Clip - 7/16° 88 7580K LG. Gridlock Clip - 5/16° Pmt # POT. # Description Box Screen 90 612256 Screen Top Rail 91 812257 Screen Bottom Rail 92 612258 Screen Side Rail - Locketlle 93 64344 Screen Astragal 94 617349 OXO Screen Astragal Adapter 96 64428 Screen Double Interlock 98 817347A Screen Bug Flap 97 41818K Screen Keeper Spacer Set 98 720X1X 1/4-20 x 1° B.S. 99 720X112X 1/4-20 x 1 -1/2" 8.8. 100 717936 Wstp, .270" x .150° - Fin Seal 101 7SRAZ Standard Roller 102 MAX Standard Roller - S.S. 103 7LOCKWG8 Screen Lockset 104 41818K Screen Lock Keeper Spacers 105 7SDKEEP Screen Lock Keeper Standard Screen 110 812033 Screen Frame - Top/Bottom Rail 111 612026A Screen Frame -Side Rail (Latch) 112 612033 Screen Frame - Side Rep 113 817383 OXO Screen Astragal Adapter 114 64853K Vinyl Astragal 115 617356 Screen Sill Adapter 116 8FP95K Bug Flap 117 7R42DK Rivet 118 74X1PA #4 x 1° Ph. Pn. SMS 119 78X112PSATS #8 x 1 -1/2" Ph. Pn. SMS A Z 120 41703N Screw Boss Bushing 121 712027 Corner Key Wheel Assy. (Standard) 122 712027$S Corner Key Wheel May. (S.S. w/bearing) 123 41806K Screen Handle 124 41808 Screen Handle Slide 126 704/6B Screen Latch Away. 126 7SNKPN Screen Keeper 127 81893K Serrated Screen Spline -.145" 128 61692K Screen Spline - .185" 129 61694K Screen Spline - .150" 130 81818020 Screen Cloth PEA 613705 I d BILL OF MATERIALS 411 ementv ammo Asoillsa/m110Vai 1/ Wm*. Pale my 1 4q rased D"a" TYPE STANDARD REVERSE 2P2T 2P2T 3P2T 3P2T 3P3T 3P3T 70( XO• xX OX NOTAVABABLE )7a 4P2T L R p NOT AVAI ABLE 4P2T L O M NOT AVAILABLE 4P4T 4P4T 5P3T 6P3T A r 7000( 700(0 A TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1P2T 4/ x x C`�`_ ' 2P2T. -114L1 A al xx ;p4 E&, 3P3T XXX B A x7a 4P4T 8 A B B ki49=F=Er41J—F XXXX 7000( 2P2T -,,, IOC c. M 4P2T B F, c M 7000( 8P3T E B F P, C M m0000( 8P4T 8 F e F 8 F C M INTERIOR EXTERIOR NOTES 1) MAXIMUM OF (8) EIGHT PANELS UP TO 88° FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 88' AND UP TO 120'. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 487 - 11118°. `0% �,VNN ( .i • I vl' b` " P.EA 38708 TYPE 8P3T 8P3T 8P4T 8P4T RevEe487s paw 10/11/11 FBC 2010 CODE RerIFMEO: Detb: ReM18loM1 PMIDHCO'BRVMEP p. 11 —I WO M VQMCM FL 34375 P.O. BOX 1878 NOW 1, , FL 34274 SAMPLE CONFIGS AND PANEL NAMES Dram Sy: J ROSOWSI 1 Taw VINYL SGD INSTALLATION GUIDELINES cats 11/18/10 CERT. OF AIM. 570 2770/2870 NTS 12 OF 13 awmwma MD- SGD570 -01 P SINGLE FIXED INTERLOCK LOCKSTILE R FIXED SINGLE LOCKSTILE INTERLOCK T (BOX OUT) T (BOX IN) ASTRAGAL OUT ASTRAGAL IN FIXED LOCKSTILE FIXED LOCKSTILE S (BOX OUT) FIXED ASTRAGAL LOCKSTILE OUT S (BOX IN) FIXED ASTRAGAL LOCKSTILE IN L (BOX OUT) SINGLE INTERLOCK ASTRAGAL OUT LR (BOX OUT) ASTRAGAL SINGLE OUT INTERLOCK N (BOX IN) ASTRAGAL SINGLE IN INTERLOCK C (BOX IN) SINGLE INTERLOCK ASTRAGAL IN B SINGLE SINGLE INTERLOCK INTERLOCK M LOCKSTILE 4._____303 SINGLE INTERLOCK F SINGLE INTERLOCK �� SINGLE INTERLOCK H SINGLE INTERLOCK SINGLE INTERLOCK K SINGLE LOCKSTILE OCKSTILE SINGLE a, INTERLOCK U (BOX OUT) ASTRAGAL OUT LOCKSTILE LOCKSTILE U (BOX IN) ASTRAGAL IN LOCKSTILE DS A SINGLE OCKSTILE LOCKSTILE D LOCKSTILE SINGLE INTERLOCK J (BOX OUT) LOCKSTILE ASTRAGAL OUT J (BOX IN) LOCKSTILE ASTRAGAL IN INTERIOR EXTERIOR P.E.@ 88705 M YMCA R. S4 P.O. BOX f3 NOKOMII3, FL 54274 0817: OF AWOL RE EOSEN J.J. C' DOUBLE INTERLOCK ASTRAGAL M LOCKSTILE ©hnn.~.".11 DOUBLE INTERLOCK J LOCKSTILE EavvvvwCE ASTRAGAL SD SINGLE a, INTERLOCK DOUBLE INTERLOCK A DOUBLE "~N,0 INTERLOCK LOCKSTILE U ASTRAGAL 3www•C! LOCKSTILE DS DOUBLE INTERLOCK SINGLE INTERLOCK NOTES 1) DETAILS APPLY TO 2, S AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION & SPACING. S) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEMS8. IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Daft 10/11/11 FBC 2010 CODE Ra rdEr 0088 Rate= wawaire. or +I �. - s /6 " PANEL TYPES J ROSOWSKI rge VINYL SGD INSTALLATION GUIDELINES Na. pow 11/18/10 570/2770/2870 NTS attest 13 OF 13 Croft MD- SGD570 -01 RIO A DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 C MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/development/ ESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ wo Sidelites - L.M.I. al 11 Y I11 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 ISSILE IMPACT RATING: Large and Small Missile Impact Resistant unit shall bear a ermanent label model/series, and following statement Tlanu- ade 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. er's name or logo, city, state, M1AMMADE . • UNTY APPROVED NOA No. 12 -0516. Expiration Date: October 18, 2017 Approval Date: August 30, 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 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 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 202-94 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 -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. 07-0629.10) 2. Glazing complies with ASTM E1300-021 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 Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. Jaime D. Gascon, P. . Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -2 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. FTL -6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and scaled 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 POT 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. 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 LIT_EIS) 1. GLAZING OPTIONS: A 3/8° LAMI NOM. (.402°) CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) UTE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS. '1 C. 7/16° LAMI NOM. (.486°) CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OP DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.488°) CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. A E. 13/16° LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4° AIRSPACE, (1) UTE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -04. 3. CONFIGURATIONS: XX, O, XX XO, OX, XXO, 0)0( OXO, AND 0)0(0. 4. ANCHORAGE: 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. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. S. SHUTTERS ARE NOT REQUIRED. {1 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ATEST REPORTS FTL- 4984, 5212 & 6884; ELCO ULTRACON NOA: 11.0408.01, 12-0126.09: ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2008 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (I-IVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT AU. DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. m Milli C EXTERIOR ® � 1/2° GLASS BITE 1/2" GLASS BITE EXTERIOR a a NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT-STRENGTHENED TP. = TEMPERED 1/8° AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/16° AN. OR 3/16" HS. HS. GLASS • 3/16" HS. GLASS .096 PVB INTERLAYER GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 7/16" NOM. GLASS STACK 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 A m [IMO m° 1/4 " AIRSPACE 3/18° TP. GLASS .090 PVB INTERLAYER ( DUPONT BUTACITE) 13/16° NOM. GLASS STACK 1/2° GLASS BITE 3/16° HS. GLASS 1/8° HS. GLASS. 13/16" LAME IG NOM. GLAZING OPTION E, NOTE 1 mom& RENEWED combing with die Buttilins code 12, &MIMI= No Lk OpN d W ocs ffi0 U Z I O LL 8O r O a 114 I w 6 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, 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 X WIDTH XX WIDTH j 371/ O WIDTH HEIGHT 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +68.6 -68.6 +63.1 -63.1 O WIDTH I 36 314" SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E +75.0 -75.01+75.01 -75.0 +75.0 -75.01+75.0 -75.01 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A CONFIGURATIONS: DP OX, XO, OXO, XXO, OXX & OXXO FOR THE DOOR OR SIDE UTE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH e- 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -48.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 - 43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 30 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE OWIDTH GLASS TYPESA,B,C,DORE 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 - 72.4 +68.5 -68.5 +65.0 -85.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 - 84.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 - 52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +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 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES' 1. GLASS 'TYPES: A. 3/8° I (1/8" A, .090 PVB, 3/18" HS) B. 318" I (1/8° HS, .090 PVB, 3/16" HS) C. 7/1 LAMI (3/16° A, .090 PVB, 3/16" HS) D. 7/1 LAMI (3/18° HS, .090 PVB, 3/16° HS) A E. 13/1 LAMI IG (3/16° TP, 1/4" AIRSPACE, 1/8° HS, .090 PVB, 3/16° HS) 2. COMBI ED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. X/XO WIDTH = 731/2° MAX. XO WIDTH = 1091/2° MAX. 010XX WIDTH = 107 3/4° MAX. XXO WIDTH = 143 314" 3. SINGLE DOORS 335/8" WIDE OR OVER AND THE OPERABLE PANEL. OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NrRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMP -ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.8 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 86° 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 873/4" 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 3/4" WIDE x 80° HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 8. 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. +PRODUCT REM, v"-, es oomplying %vitt,::: n'•. Acotplattoe Na I A o DESIGN PRESSURES 0 U- 0 N 0 �LVS- iE :. o z,y i� lyd .. 02,13,\‘‘ — 731/2" MAX.-- -- - - - ---- 38 3/4" r— MAX. SEE NOTE 4 OX OR XO - 1091/2" MAX. _ 38 3/4° M 38 314" AX. —.1-..- -.1-..- SEE NOTE 3-« r— ' MAX. —►r--SEE NOTE 3 MAX 1 IE O �;�,, ViC El 0 71 IE El X 96 3 " ' 1 0 t SEE NOTE 4 71 we MAX. 24 9/18° MAX. DLO (TYP) OXO BEE NOTE 4 A --' 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 ')0(' DOORS BY we WHEN ASSEMBLED TO MAKE 'XO','0X, 'OXO' XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 'X' AND 90(' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (X X' DOOR = DOOR WIDTH/2 - 4.079) 143 we MAX. 36 3/4° 38 314" —►r--SEE NOTE 3 MAX 96 3 lE 1 0 0 II 10 �® E g AC . m Ef _X INACT I Ef 0 SEE NOTE 4 OXXO DOOR DLO HEIGHT = HEIGHT -11 3(8" DLO WIDTH 'X' = DOOR WIDTH - 1216116° DLO WIDTH 70C = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8° SEE NOTE 4 4° .) escompiyins . the Haub BniMins Cody 2 —o Ib. 4 0 U w W U) • x N N co 0 O U- 0 a I' 1 1 EXTERIOR MAX. DLO INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A -A VERTICAL EXTERIOR MAX. DLO INTERIOR SL SECT. B -B VERTICAL SL VIEW G -G CORNER ASSEMBLY A 4 N AT AT HEAD /JAMB O 1 AT SILL/JAMB et a N 8 0 `0%111111/14, Zv ...... ‘;:%.* a1• 2 •ci7 d MAX. '))C WIDTH DLO 'XX' SECT. C -C HORIZ. I MAX. N DLO co 0 0 MAX. 'X WIDTH INTERIOR DLO MAX. SL WIDTH ---4{ SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) EXTERIOR O LL co 1-- Z 0 Fes- MAX. SL WIDTH 41 I I" '�i DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY SL SECT. F -F HORIZ. (SINGLE SIDE LITE) ITEM DWG # POT# DESCRIPTION ® & ® i Q A ITEM ilW 0 # POT# DESCRIPTION I 943B 60411 FRAME HEAD 60 4200 6920D SIDELITE HEADER 2 1010 8Q300 WSTP.,Q -LON .190 X.375 HIGH 61 1D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 6168 60381 SIDELfTE.JAMB 4 956 7955X FLUSHBOLT STRICEPLATE 63 1155 781PQA #8 X1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 Vs 7098. HEAD GASKETS (STOCKING #70998) ' 8 958 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7699 SILL GASKETS (STOCKING #70999) 7 7832X12FPXP #8-32 X.500 PH. FL MS - S.S. W/SIUCONE PATCH 66. 984A 61641M SIDEUTE.JAMB ADAPTER 8. 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 6T 1 #12 X 1.000 SHEET METAL SCREW PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT 9 998 70998 GASKET (BETWEEN HEAD & FRAME JAMB) 70 ; 712653K SETTING BLOCK, 3/32° X 1/4" X1" W/PSA, 85 +1.5 DURO. 10 962A 6533016 FILLER HEAD ADAPTER 71 ' 71267K SETTING BLOCK, 1/16" X1/2" X 1" W /PSA, 86 +/-5 DURO. 11 11000. 611000M OUTBWNG THRESHOLD 72 4222A 54222 BEAD, 7116" 12 1870 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 73 688 8988 BEAD, 3/8° 13 11004A 611004M OUTSWNG THRESHOLD CHANNEL COVER 74 +087B 84087 BEAD, 13/16° 10 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 90 ' 6DURAKI4 1/4" D - SEAL.IG SPACER 16 '11002A 411002A ACETAL SPACER .086 (INHOUSE IN INJECTION MOLDED) 91 i 6TP248 BULB, THIN ED IN EXTRUDED BEAD) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 92 986 94988 - BEAD, INTERIOR LU a 20 6160 60 FRAME JAMB (OUTSWING) 93 4 8TP247 BULB, THICK (USED IN EXTRUDED BEAD), 85 +/ -1 DURO. 21 1010 60300 WSTP.,Q-LON .190 X .375 HIGH 94 . LAZING II.�CONE, DOW 899 OR 093 El.-. 22. 6608 98808M REINFORCEMENT, 1.000 X2.750 X0.650, 608145 95 LASS, 3/8" LAMI .1 /8" A, 10 PVB, 3/16" HS 23 1140 . 78X112PSATS #8 X 1400 PH SQ A VS 98 LASS, 3/8" LAMI. I/8" HS, .90 PVB, 3118" HS 24 1048 71048 JAMB SCREW COVER CAP 97 LASS, 7/18° LAMI .3/18° A, .90 PVB, 3/16° HS 26 930 41721N STRIKE PLATE INSERT 98 LASS, 7/16° LAMI - 3/16° HS, .90 PVB, 3/.16" HS` 26 1118 ' 710X34PFA #10 X.750 PH. FL. SMS 99 LASS, 13/18" I.AMI NG - 3/16° TP, 1/4° AIRSPACE, 1/8" HS, .90. PVB, 3/18" HS 27 7070 87070K BULB- WEATHERSTRIP .187 X.300 HIGH 103 OFF -'THE SHELF (DEAD BOLL LOCK 30 9100 6910 DOOR PANED TOP & BOTTOM RAIL 1 f .360 .055- ►h•+ -� THRESHOLD 3 CHANNEL COVER 6083 -T6,� -.- 2.750 -� •I -I- 31 911E 6911 DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10X.625 PH. FL SMS c i� 32 917 7FRMO 33 1178 71058FP W,B d N }� p, $ Q N 34 913A 60378M TRUSS CLAMP 35 1130 BTRODA 6116 -18 THREADED ROD 38 990 7990NUTA 6116.18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.76 PH. FL TEK tali e g d Q 0 6 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 879240 WSTP., X.250 HIGH, FINSEAL 41 928 41720 .187 SLIDE BOLTASSY. (INACTIVE PANEL ONLY) ( 42. 1145 TOX12FPAW #6 X.500 PH FL SMS TYPE BDS l 43 1212 7P3000 SILL DUST PLUG (INACTIVE PNL) �\ 44 9830 6983 DOOR PANEL ASTRAGAL I (MIMING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWINO) 46 1213 8Q200K WSTP.,Q -LON .190 X .200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 4170 • I 1 1.000 48 1139 7834E #8 X.750 PH. FL SMS 0„„‘),,,,,„, .``�� 2 .��,z' •.4, ' / d a•'• ,t' a m 3 Trig °8 47- z : 2 S - o: o it f .Wj o 7' • ) Z ' ,Iy�'- 0 ',�S,l'' • ... •• p ..` a ... . '�'l«g n t t t� ``. 49 982 FD2PTAY 2 PT. LOCK ASSY. 1 50 8RI80FS RUBBER SLEEVE .660 -- 1 A z .125 Z-4' O TUBE MULL ; 22 6083 -16 - 61 .930 41721 STRIKE PL NSERT(INACTIVE PANEL) 62 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 64 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS -*- 1.750 -► 4.828 4.000 .082 0 DOOR PANEL 30 TOP &BOTTOM RAIL 31 8083 -T5 1.400 3.855 3.111 FILLER HEAD ADAPTER 8083 -T8 �+-- -- 3.000 1.272 F '1 1 FRAME HEAD 8083 -T8 1.479 1 .050 I 079 J .489l� 3.000 1.489 11 OUTSWING THRESHOLD 6083•T6 DOOR PANEL SIDE RAIL 8083 -T5 1+1.6004-i .12511 60 TRUSS CLAMP 8083 -75 DOOR FIANEL INTERIOR ASTRAGAL 8063 -75 .883 O73 3/8" GLAZING BEAD 7/16" GLAZING BEAD 6063 -T6 72 8083 -75 3.100 ' { 1447-.658 .050 1.750 74- 4.728 4.100 DOOR PANEL EXTERIOR ASTRAGAL 8083 -T5 1 -x.525 .050 5.212 OSL HEADER 60 8083 -T8 61 SL SILL 8083 -T8 01.480 ZO DOOR FRAME, JAMB 6083 -T8 +1.578 -� .890 .050 3.000 $2 SL JAMB 8083 -T8 2.980 0 SL JAMB 6$ ADAPTER 6083-T6 .050 .250 --.41 1•4- 37 WEATHER STRIP CHANNEL 8083 -T5 32 HINGE 8083 -T5 0.375 .125 H f -.172 .050 - 1 4 1.092 �+- OIG GLAZING BEAD 7 8083 -75 (L�N N O O LL O 0 I y_._. HEAD I ZONE "C° I HEAD HEAD 4___ HEAD ___1 I ZONE °D " D° ZONE "1 I ZONE °E" I HEAD I ZONE °D° HEAD I ZONE °E "� a Q Q I 1 I Q ill _ x x x O x _ 1 XO OR 1 OX z N x = MINIMUM JAMB ANCHOR LOCATION. I - = ADDITIONAL JAMB ANCHOR LOCATION, REQUIRED PER TABLES 3-7 ON SHEET 9. z N z wa N N zo F- 4 z - N x x 1 ® SEE SILL__; j_ SILL ,�_ SILL _J J SILL °�;t j__ SILL _, SILL ZONE "C" ZONE °D° ZONE "D° ® ' ZONE E ZONE "D" ZONE °E" TABLE 3.. SHT. 9 SEE TABLE 4., SIT. 9 SEE TABLE 8. SIT. 9 ' I SEE TABLE 8., SHT. 9 HEAD EXAMPLE ZONE1• I °E" ZONE HEAD HEAD ZOE I HEAD HEAD ZONE ZONE °F"� °E" ZONE "17-1--- ZONE °F°� E r or f , ZONE °F°�ZONE "F°� °E" 1 ANCHORAGE SOLUTION Qo 1 OXO ip f I a w 1 .XXO OR I 0)0( Ip QD w w OXXO � FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 3/4° SIDE LITES °B° AND fin °E" ZONE ANCHORS FROM w TABLE 7, SHEET 9. N PLUS; B. 71 3/4" x 833/4" )0( DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH °F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: O 1. N g 1 1 1 TOTALS (4) TYPE 1 OR 2 ANCHORS I SILL 1 "-ZONE SILL --I-ZONE SILL E- F-ZONE'0' 1 �ZO ILL 1 —ZONE LL E� EACH JAMB AND 2+5+5+2 = (14) I TYPE 1 OR 2 ANCHORS AT HEAD t ZONE ZONE °F° T ZONE -} E } °F° ZONE °F°�ZO SEE TABLE 7., SHT. 9 °- SEE TABLE 7.. SHY. 9 "E° A °E" SEE TABLE 7, SHT. 9 °E' AND AT SILL. EXAMPLE OF ANCHORAGE FOR A 71 314° x833/4 °'XX DOOR, * = ANCHOR LOCATION FOR WITH 19° x833/4° SIDE LITES (SEE SOLUTION AT RIGHT) EXAMPLE ABOVE NOTES: U2N 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4` MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE LITES: 8" MAX FROM CORNERS AND 24 3/4° MAX. O.C. ' 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. A TABLE 3. X DOORS ® TABLE 4. XX DOORS A (ALSO X DOOR OF XO & OX) TABLE 6.0 SIDE LITE ® TABLE 6. XO & OX A TABLE 7. O X0 . XXO, OXX & OXXO GLASS TYPES & ANCHOR suBs TYPE & sLlagRw,RE A, B, C, D, E GLASS TYPES ANCHOR TYPE a StlBBTRATE A, B, C, D, E GLASS TYPES ANCHOR RAPE & 9LBSTRATE A, B, C, 0, E GLASS TYPES ANCHOR TYPE & BLI�TRATE A, B, C, D, E GLASS TYPES ANCHOR TYPE & SLIBBRRATE • A, B, C, D, E 23, W000 1,2, CONC 2,3, WOOD 1,2, CONC 2.3, WOOD 1,2, CONC 2.3, WOOD 1,2, CONC 2 3, WOOD 1.2. CONC DOOR WIDTHS LOAD ZONES POOR WIDTHS ,OT' - 47.76 TO 71.78 LOAD ZONES AMIE "0°- 10.75 TO 38.75 LOAD ZONES POOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES °X - 28.80 TO 37.50 1 x 1) Jd i x i LL I i x.. 4 x L x IX- HEADISILL"K" (USEI TABLE 7.1 'X' - 26.60 TO 37.50 iu to g IA 0 0 X -MEAD/SILL °D° X - JAMB "A" (u q 1 k 0 o - HEAD/SILL 17 X -JAMB A" °X' - 25.60 TO 37.50 -47.75 70 71.76 03 6 iu 6 Li. d # R 03 0 I. 6 (. >l <�4a 31 us � i 31 v L_ w W 0 a 1 3 XX -HEAD/SILL "[)"(USE ALSO N9 TABLE 8.) ; �: q di i i r 0 E. fp q 0 0 O- JAMB Ri" iu {td P o WIDTH x H. WIDTH x Hr. WIDTH x H. SIDE L'� WIDTH x NT. S L`� WIDTH x Hr. 26.50 x 79.76 83.75 87.76 91.76 95.76 6 2 7 4 2 3 47.76 x 79.76 83.75 87.78 91.752 96.76 4 3 8 4 2 3 10.75 x 79.75 83.75 87.75 91.75 85.75 4 1 4 1 10.76 x 79.75'4 83.76 87.75, 91.75 95.75 2 4 2 4 2 2 42 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LOVE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WID 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 USE JAMB ANCHOR FROM TABLE 3. AND SAME LAZE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WID 10.75 x 79.75 83.75 87.76 91.76 85.76 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4 FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4 FOR EACH ZONE OF APPLICABLE DOOR WIDTH 1 5 2 7 4 2 3 8 4 7 4 2 3 4 2 4 2 4 1 4 1 5 2 7 4 2 3 4 2 4 2 5 4 7 4 2 3 4 1 4 1 6 2 7 4 2 3 , 6 4 7 4 2 3' 4 2 4 2 4 1 4 1 8 2 7 4 2 3 4 2 4 2 4 7 4 2 3 4 1 4 1 27.60 x 79.75 83.75 87.75 91.75 95.75 6 2 7 4 2 3 51.76 x 79.75 83.76 87.76 91.76 95.75 5 4 7 4 2 3 12.75 x 79.76 83.76 87.75 91.76 95.75 4 2 4 2 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 12.75 x 79.76\ 83.76 87.76 91.76 95.75 4 2 4 2 6 2 7 4 2 3 4 2 4 2 5 4 7 4 2 3 4 2 4 2 6 2 7 4 2 3 6 4 7 4 2 3 4 2 4 2 4 2 4 2 8 2 7 4 2 8 4 2 4 2 5 4 7 4 2 3 4 2 4 2 6 2 7 4 2 6 4 2 4 2 8 4 7 4 3 5 4 2 4 2 29.60 x 79.75 83.76 87.75 91.75 85.76 6 2 8 4 2 3 65.75 x 79.78 83.76 87.76 91.76 95.7 6 4 7 4 2 3 19.00 x 79.75 83.76 87.76 91.76 86.75 4 2 4 2 19.00 x 79.76 83.75 87.76 91.75 85.76 4 3 4 3 4 3 4 3 4 3 19.00 x79.75 83.76 87.76 91.75 96.76 4 3 q ? 6 2 8 4 2 3 4 3 4 2 6 4 7 4 2 3 4 2 4 2 8 2 8 4 2 5 5 4 7 4 2 3 4 3 4 2 4 2 4 2 8 2 8 4 2 5 8 4 7 4 3 5 4 3 4 2 4 2 4 2 8 2 8 4 2 6 8 4 8 4 3 5 4 3 4 2 4 2 4 2 31.50 x 79.78 83.76 87.75 91.76 98.75 8 2 8 4 2 3 69.76 x 79.78 83.76 87.75 81.75 96.75 5 6 8 4 2 3 21.76 x79.75 83.76 87.76 91.75 95.75 4 2 4 2 21.76 x 79.75 83.76 87.76 91,76 95.76 4 3 4 3 4 3 5 3 5 3 21.76 x 79.76 83.75 87.76 91.76 95.76 4 3 4 2 6 2 8 4 2 5 4 3 4 2 5 5 8 4 2 3 4 2 4 2 8 2 8 4 2 6 6 5 B 4 3 5 4 3 4 2 4 2 4 2 8 2 8 4 2 5 5 3 4 2 8 5 8 4 3 5 5 2 4 2 7 2 10 4 2 5 6 3 4 2 5 6 8 4 3 5 5 2 4 2 33.50 x 79.75 83.75 87.76 91.75 95.75 6 3 8 4 3 3 83.75 x 78.75 83.76 87.75 81.76 95.76 5 5 8 4 2 3 27.75 x 79.75 83.75 87.75 81.76 96.75 5 2 4 2 27.75 x 79.76 83.75 87.75 91.75 96.75 a1:I4I :I .I 27.75 x 79.75 83.75 87.78 91.75 95.75 5 3 4 2 8 3 8 4 3 5 8 6 8 4 3 5 6 3 4 2 6 2 4 2 6 3 8 4 3 5 5 6 8 4 3 6 6 3 4 2 6 2 4 2 7 3 10 4 3 6 6 5 8 4 3 5 8 3 4 3 6 2 4 2 7 3 10 4 3 5 6 3 4 3 7 8 10 4 3 6 8 2 4 2 35.60 x 79.76 83.75 87.75 91.75 95.76 8 3 8 4 3 6 67.75 x 79.76 83.76 87.75 91.76 96.76 8 6 8 4 3 6 36.13 x79.75 83.75 87.76 91.75 96.76 8 3 4 3 38.13 x79.75 83.76 87.75 91.75 95.73 6 4 8 4 7 5 7 5 7 6 35.13 x 79.76 83.75 87.78 91.76 95.75 6 4 4 3 8 3 8 4 3 6 8 4 4 3 6 5 8 4 3 6 6 3 4 3 8 3 8 4 3 8 7 6 4 3 8 5 8 4 3 6 7 3 4 3 7. 3 10 4 3 6 7 5 4 3 7 8 10 4 3 5 7 3 4 3 7 3 10 4 3 6 7 8 10 4 3 5 7 6 4 3 7 3 4 3 •... '81u3nrrerob .'• 91.76 95.75 6 7 3 3 8 10 ' 6 71.75 x 79.75 83.76 87.76 91.75 95.76 6 5 8 4 3 5 36.75 x79.75 83.75 87.75 91.75 95.76 8 3 4 3 38.75 x 79.76 83.76 87.75 91.75 95.75 6 4 6 4 7 6 7 6 7 5 36.76 x 79.75 83.75 87.75 6 4 4 3 6 4 4 3 6 6 9 4 3C6) 3 5 6 3 4 3 6 6 9 4 7 6 4 3 7 3 4 3 7 3 10 4 3 6 91.76, 7 5 4 3 7 6 10 4 3 5 7 3 4 3 7 3 10 4 3 6 98.75 7 5 4 3 7 6 10 4 3 6 7 3 4 3 APPROVED ANCHOR TYPES: 1. 1/4° ELCO TAPCONS 2. 1/4° ELCO 854 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. as complying with the Florida e. N ° I2 * ** 5 D2 CD 0 I° Q�Q N N Q Desortptfas ANCHOR QUANTITY LOAD ZONE TABLES 0. W M J W 0 0 8 U ffi O Om co O a xd Pg I r 2X WOOD 1 3!4° 1 3/4" WOOD BUCK NOTE 2 . i MIN E.D. MIN E.D.- 3.4 KSI MIN. CONC. BUCK NOTE 2 •.. •..:.,-:.'• "..�L, I..- 1 3/4° y �...} -1 3/4" MIN. E.D, 3,4 KSI MIN. CONC. I D•. ,•: • ' „ ... .,. a I RENEWED as )**%oh the wmus Building axle 12 o' • (s /IfI'L' � M 1X WOOD BUCK, NOTE 2 .+ - }; i:..` ; .��! � •t• l; = 'i,,Q "+ e,, :I I i. :, ' s • . • 7? r :S' �. .o'er 13/8" TYPE1 1 314" TYPE 2 t o . ° ; v a. t a r y,:' • 3 1X WOOD 13/8° TYPE 1 13/4° TYPE 2 1 3 IN. 1 318" MIN ^� �� ^•� BUCK NOTE 2 a "�7•'� ( ± - j ••• -_� _ �+� MAX. 1/4" MAX. "`-- rte- = '— "' -- 1 /4° NOTE 1 1TmiiiJI TYPE OR 3.1 —1/4" MAX. • 1/4° MAX M EXT•I� IIINOTE . J ROSOWSKI O g 1 Degoinaser ANCHORAGE DETAILS Met ALUM. FRENCH DOOR & SIDE LITES, IMPACT AHOR OTE 1 1 '" .- "1 Iry TYPE 2 NOTE 1 OR 3, 1 1l4 °TYPE 1 OR 2 (CMU) DOOR HEAD (WOOD) DOOR HEAD (CONC) °TYPE a$ ,.- 1 (CONC) SIDE LITE HEAD (WOOD) SIDE °TYPE LITE HEAD (CONC) 1/4° MAX SHIM MIN. 1/4 •,r • ,, 13/4 2 (CONC) 1 1/4" TYPE 1 OR 2 (CMU) yy ?;::' 1318° TYPE 1 (CONC) T 13/4 ° TYPE 2(CONC) , MIN, E.D. SHIM • :..y: '� 1/4" MAX. SHIM • 1/4° MAX. SHIM .: 314 ° MIN. E.D. ,;,or„ „, .;�_ !” . < . • e. 1318° MIN. WOOD ANCHOR ON r STAGGERED CENTERS, TYPE I' I�� ■n. „,,,,,:\+ 11111Y4 " °i " 11))rr „, , "AIL CONC r ANCHOR �,.� n:,, 0-- '' Aria I� CONC NOTE1 �- „,,,,,,,,,,,,,,i,y„ 4.4 ; f0 W TO (� i U i Q Z Lu (0 �i „,;;..- ti : P.? . 1.5 KSI MRd. CMU OR O U- O r I�_ ^ ` ; ' ` r� ” ____ J �+ WOOD � -_ . STAGGERED 3 4 KSI MIN. CONC. °s•j: � ANCHOR . ,” 1314 "MIN. E.D. i,•., f•, • "•: s' ..• ": 2OR3, - CENTERS, ■� '. •9 3/4° MIN. E D.'f TYPE .4I � � g di NOTE 1 ►1��\ NOTE 7 - 2 OR 3, 1- ' ,...,;',•:, Fes' °' •. 2X WOOD EXT, 1X WOOD : _ -� NOTE 1 BUCK NOTE 2 OT E 2 WOOD 3,4 KSI . CMU BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 ° EX f. DOOR JAMB (WOOD) DOOR JAMB (CONC SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) G a WOOD ANCHOR TYPE 2 CONC. ANCHOR, EXT. L WOOD ANCHOR TYPE 2 OR 3 NOTE 1 OR 3, NOTE 1 NOTE 1 CONC. ANCHOR, NOTE 1 1X WOOD d � Q N I . 1/4° MAX.' SHIM imp, r J �� ____ NO /4° MAX, I. �— BUCK NOTE 2 kill 1/4° MAX, p i� SHIM 4° MAX , 1! n nJ i _� ., 65, n v SHIM �� ° ° i <° = ,; 13/8 °TYPE 1 ` � " _ ,: 13/4” TYPE 2 • o Y e ^� =� j U 1 3/8° MIN. —� %� 1 3/8° MIN. 1" *�.. � . :. . ", a ,; *:;.. -S 3/8 ° TYPE 1 �= t �� + , : : •.:•7 .'.3 3/4" TYPE 2 *. • ' ' •4' •.i'.'• ` 3A KSI MIN. " 3.4 KSI MI C• i CONC. 2X WOOD BUCK NOTE 2 IN. E.D. 2X WOOD BUCK NOTE 2 1 314 "' DOOR SILL (WOOD) DOOR SILL (CONC) MIN, E.D. � LITE SILL SIDE (WOOD) SIDE LITE SILL (CONC) NOTES: COUNTY, CRETE -FLEX EMBEDDED 1 3/4° MIN. (TYPE 2) DTHE MINIMUM DISTANCE FROM CENTER OF ANCHORVTO CONCRETE EDGES 13/4". FOR WOOD INSTALLAATIONS OR 114" USE #12 SCREWS, G6 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). ∎ 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE = '�i AUTHORITY HAVING JURISDICTION (AHJ). :_.-1;2 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON- SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) - MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS 1:;•710%... WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. \````� it..... /6'r; rrr.•: '' •.1.* •.•2j °I y:• d•. ..15:. n w "S' .3•'O a% = la % 4 o: Z = > :• 07 • m • y ` n .19 .., ,...... ....4.,°):-. ' ss''��inlylp```