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Home My WebLink About143 Andrews Rd (2)t Permits Plus. LLCIlep•0, Box 6650 0cal34479 352) S61 Plus (7587) RRCRIVET-.' y 11. APR 14 2011 CITY OF SANFORD BY: ILIING & FIRE PREVENTION PERMIT APPLICATION I GO Application No: Do umented Construction Value: $ 4U, Job Address: fPVVSHistoric District: Yes No Parcel ID: Zoning: Description of Work: RP-2C-NrA & rA 5 M'M Plan ReviewContact Person: TArm its"RluS LLC Title: -` r t , Phone: _5575Tri Fax: 35 -%L1_=r%5d_12_ E-mail: ' com Property Owner Information Name r I • Phone: 409 SZ q 59 ` ° Street: `` Resident of property? : S City, State Zip: Yr 1 GI Contractor Information ` 9 ? 2, 5154 Name i nymac V ", P f P' T*XS 1 A . — c djojo Phone: 35 1 % 7 Street: gb2aj n` t* ohrk cirr•La.. 4zo Fax: City, State Zip: r tnnc413 r FL SZSi q State License No.: r r I hh4 (t7 ArchitectlEngineer Information N Phone: Name: D D N Street: N (flFax: D City, St, Zip: N P E-mail: I Bonding Company: Address: 0 I P Mortgage Lender: P4 I P, Address: I #a PERMIT INFORMATION Building Permit Construction Type: No. of Stories: Square Footage: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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 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 of 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 MAYRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHE FIRST INSPECTION. IF YOU ER OR AN ATTORNEY BEFORE ND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to thispropertythatmaybefoundinthepublicrecordsofthiscounty, and there may be additional permits requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in ordertocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate theplanreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when the permit is released. Y Signature of Owner/Agent Date Print owner/Agent's Name Signature ofNotaryState of Florida Date Signature of C on for/Agent Uate PrintContractor/Agent's Name ile l31 jl Signature of NotaryState o Florida Da SpFY PUBS ANNE S. ROMANOe ' o MY COMMISSION # EE 029992 EXPIRES: October 21, 2014 Owner/Agent is Personally Known to Me or Contractor/Agent is J Perso ftg`oKnown 10 M2`'i ary Serkes Produced ID Typ e of ID Produced ID Type of 1D APPROVALS: ZONING: S" UTILITIES: _ WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 EVIPROVING HOME IMPROVEMENT 8529 South Park Circle Orlando, Florida 32819 Bus: (407) 370-2872 Fax: (407) 352-6309 Limited ` l Power Of Attorney Date: `-i ' 5 - To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint Christy Galas, Greg Galas, Naomi Case, Donna Malvar, Jennifer Fogel or Charity Schwingel, a permit service for Lowes, to be my lawful attorney in fact to act for me to register my license an apply to: For a W I permit for work to be performed at the location: Lot: Blk: l Sec: TwpZ_ Rge:_ Subdivision Parcel or Alt Key # Address of Job i —1 J V 1 f 1U Icy VV T 1 [F1 •y( I >t A cw C Owner Of Property: 161e-lo. JQ r 0. And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerel , Pete nthony Cafaro Ill Primary State Qualifier CGC1508417 State of Florida County of Orange The foregoing instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. o pR". ?k, ANNE S. ROMANO Sworn to and subscribed before jWs V3 day of A,_ 20 %k . * MY COMMISSION # EE 0299r-:' EXPIRES: October 21, 2014 Notary Public { SEAL'oF c`o: Bonded Tfuu Budget Notery Service My Commission Expires: 10/21/2014 ANNE S. ROMANOMYCOMMISSION # EE 0201EXPIRES: October 21, 2014 e R,wgd NWq 1001 3528617587 P 3/8 kContract Total I i applicable faxes included 1l'J / NOTICE TO CUSTOMER: Federal law requires Lowe's to provide you with the pamphlet Renovate Right By signing this Contract Customer acknowledges having recelved a Dopy of this pamphlet befero work began Informing Customer of the potantlal risk of the lead hamrd.exposure from renovation activity to be performed in Customers dwelling unit, PHOTO RELEASE; Customer grants to Lowe's and Lowe's employoCs jhe right to take photographs of all work performed at the Premises rotated to tttig Contract, and irrevocably grants to Lowe's all fight, title and Interest in and to the photographs for use M all markets and media, worldwide, In perpetuity. Customer authorizes Lowe's to copyright a and publish the photographs in print and/or electronically, and agrees thatLowe's may us¢ suchphotographsforanylawfulpurpose, i I h not limited to, marketing, advefti;ing, publicity, illustration, training and Web content By iniValinghers. Customer agrees to the foregoing. (Customer to initial to the left). Worts r to common ?upon reasonable areliability, of Contractor and/or any special o pr or Cutitpr]er. nads Good(s) which Is anticipated to beG ) ,'Al common flzeIndate]. Estimated completion date IS ILI T • hF , 2 ")(J I ) 11 in date]. Said estimated substanda eompletlan date is not of the essence. Astalement of any contingencies that would materially change said estimated subetsntial completion date Is as folWws; if applicable. Insert a statmeht of such contingencles). This Contract provides that all claims by Customer or I.Awo'S Will be resolvod by BINDING ARBTTRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's lights will be determined by a NEUTRAL ARBITRATOR and NOT a Judge or']ury. Lowwa and Customer are entitled to a FAIR HEARING, But thoarrbltratlon proceduros are SIMPLERAND MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any courtordor and are subject to VERY LIMITED REVIEW BY COURT, FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICAYIDN found In the Terms and Conditions of this Contract. 00 NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVB,READ THeTERMS AND CONDITIONS CONTAINED ON'ALL PAGES OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THATYOU HAVE READ, UNDERSTAND - AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE_ WITNESS OUR HAND(S) AND SEAL($) BELOW THIS 1 7T_ DAY OF hJ(K, lowe' s Home Centers, Inc. Owns a r Co-owner or Witness stomar ledges receipt of a t eopy o this contract which was completely filled In prior to Customers oxacutlon hereof. You, the buyer, may meet this transaction at any time p dnlght of tho third business day after the date of this transaction. Soothe attached notIce of cancellation rm foran explanation of this right 0 2ON by Lmm'&O W"'s aid the gabro dastp 0794 ( Rev.12/10) FILE COPY Ara rg414ed rrodomwh of LF C&$&*oo, 3528617587 04/11/2011 00:27 RECEIVED FROM: 2652 #4035-003 2011-04-11 12:22 Lowe's 2652 ISO Apr 06 11 07:28p MLMiller OFFICE 321)207-2868 >> 1 4073490830 Da4#z .. 3528617587 P 7/8 p, 1 Qc!. r4.. . :. '. x Oz..7z 2 — 31Y jel 3r; rem ela lzok x cu ...tea ',m.. z.t . Gi . b 3528617587 04/11/2011 00:28 RECEIVED FROM: 2652 #4035-007 Florida Building Code Online Y` A i BCIS Home I Log In I User Registration ( Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I ,Links I Search 7 p jp Product Approval USER: Public User Pb r C .- Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8228-R3 Application Type Revision Code Version 2007 Application Status Approved Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 615) 441-4258 sschreiber@niasonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 01/31/2011 03/10/2011 03/22/2011 Summary of Products floridabuilding.org/pr/pr_appjtl.aspx?... 1/4 4/13/20,11 Florida Building Code Online FL # Model, Number or Name Description 8228.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R3 C CAC NI006900-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +85.0/-85.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R3 II FL0160.p_df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determned by ASCE 7, does not Created by Independent Third Party: exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ, but not required in FL8228 R3 AE 504A.Ddf the Wind Borne Debris Region. See DWG-MA-FLO160-07 for Created by Independent Third Party: Yes additional information. 8228.2 Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R3 C CAC NI006900-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R3 II FL0161.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, does not Created by Independent Third Party: exceed the design pressures listed. T-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ, but not required in FL8228 R3 AE 503A.Ddf the Wind Bonne Debris Region. See DWG-MA-FLO161-07 for Created by Independent Third Party: Yes additional information. 8228.3 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R3 C CAC NI006900-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R3 II FL0160.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, does not Created by Independent Third Party: exceed the design pressures listed. 12'-0" x 6'-8" max nominal Evaluation Reports size. Hurricane protective system required in HVHZ, but not FL8228 R3 AE 502A.odf required in the Wind Borne Debris Region. See DWG-MA-FLO160-07 Created by Independent Third Party: Yes for additional Information. 8228.4 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R3 C CAC NI006900-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R3 II FL0160.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, does not Created by Independent Third Party: exceed the design pressures listed. 12'-0" x 6'-8" max nominal Evaluation Reports . size. Hurricane protective system required in HVHZ, but not FL8228 R3 AE 502A.Ddf required in the Wind Borne Debris Region. See DWG-MA-FLO160-07 Created by Independent Third Party: Yes for additional information. 8228.5 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as deterrrined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO161-07 for additional information. 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R3 C CAC NI006900-R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0161.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.Ddf Created by Independent Third Party: Yes 8228.6 I Fiberglass Side -Hinged Door Unit 18'-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and FL8228 R3 C CAC NI006900-R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0161.Ddf Verified By: National Accreditation & Management Institute, floridabuilding.org/pr/pil_appjtl.aspx?... 2/4 4/13/20'11 Florida Building Code Online wnere pressure requirements as oeteminea Dy Abur- i, abes not 1 t.reatea Dy inaepencenc i nlro Tarty: exceed the design pressures listed. 12'-0" x 8'-0" max nominal Evaluation Reports size. Hurricane protective system required in HVHZ, but not FL8228 R3 AE 501A.Ddf required in the Wind Borne Debris Region. See DWG-MA-FLO161-07 Created by Independent Third Party: Yes for additional information. 8228.7 I Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.0/-52.0 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG-MA-FLO162-07 for additional lnforrriatlon. 8228.8 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO162-07 for additional information. 8228.9 I Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO163-07 for additional information. 8228.10 I Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.0/-47.0 Other. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG-MA-FLO163-07 for additional information. 6'-8" Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R3 C CAC NI006900-R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0162.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 502A.odf Created by Independent Third Party: Yes 6'-8" Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R3 C CAC NI006900-R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0162.Odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 502A.Ddf Created by Independent Third Party: Yes 8'-0" Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R3 C CAC NI006900-R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0163.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.odf Created by Independent Third Party: Yes 8'-0" Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R3 C CAC NI006900-R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0163.Odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.Ddf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 467-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: floridabuilding.org/pr/pr app_dtl.aspx?... 3/4 4/13/2011 Florida Building Code Online floridabuilding.org/pr/pr-_appjtl.aspx?... 4/4 SIDE -HINGED FIBERGLASS DOOR UNIT 6'-S" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES I. EVALUATED FOR USE W LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLEDPROOTEICTIVEEHIGH SYSTEMVELOCITY CUTTERS)R S REQUIRED ( 2) 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICAWE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM S NOT REWIRED ON OPAQUE PANELS OR PANELS WITH IMPACT CLASS. BUT IS REQUIRED ON PANELS WITH NON -IMPACT CLASS. 4. POLYUREIHAIIE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. S. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM OH129 752 'F > 650 "F RATE OF BURNING ASTM D635 0.50 IN MIN SMOKE DENSITY ASTM 02843 53.4% TENSILE STRENGTH- ASTM 0638 3 2X DIFF 5. PLASTICS TESTING OF UTE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP 11ASTM D1929 740 'F > 650 'F RATE OF B IRNNG ASTM 0635 1 0.77 IN MIN SMOKE DENSITY ASTM 02845 13.4% NSILE TESTRENGTH• ASTM 0638 -7.50% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 I49' WX. OVERALL FRAME 1110111 2T" MAX 36.375" MAX. MAX. D. L.O. PANEL WIDTH FRA7.5'ME W/ASTRAGAL FRRAME WIDTH m bo 3 LL 3 Im mi in llllIvulmilm 1111, IA 1 TABLE OF CONTENTS SHEET I OESCMPTION 1 TYPICAL ELEVATIONS h GENERAL NOTES ANCHOPoNC LOCATIONS @ DETAILS ANCHORING LOCATIONS @ DETAILS Ad*r4mbWj Ciffluw a' N G o -Kr I'1 11 DESIGN PRESSURE RATING WHERE A L RATION PEHFO MANG I REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIC MAX WIDTH INSWING SWING INSWING OUTSWINC UT NG• 37.5 1150 -8 0 85.0 -850 190 -1 70.0 -70.0 70.0 -700 74 5 0 -50.5 19 0 -19 40.0 -40. 5 . -50 5 0% or % 0 75 5 . 19. -19.0 400 -40.0 55.0 X 112 5 55.0 I -19,0 4 .0 550 X 149 0 -50. 0 -50.5 19 0 -1 40.0 0 -50.5 O¢Lo 0 J 3I zaV U) U1 O g 3 1-21- M SrxF: KURT BALTHAZOR waixo FLORIDA P. I- axc-w 156533 sxlxr 3• _I I- 6' 3—{ — 3 SEE DETPII 3• 16. 3 SEE DETAIL A n 3' I I I 1 6' 6' _ 6" 6' 3 w Y B O D Ir B 0. II Ir6' 6' 3' 6' II 3' I 6• 6- SEE DETAIL F- AdlcldmulW Cuffclb ft NTOo b 18 x 2-1/2" # 10 x 2" m 10 x 5/8" 18 x 2-1/2" #10 x 3/4" 110 x 5/8" 0 #10 x 3/4" J10 x 2" DETAIL "C" DETAIL "D" 1.3750. 962T,. 7'ff_T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESH 6 6 N SEE DETAIL D' SEE DETAIL O D I I 6• 18 x 2-1/2" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL " E" ASTRAGAL STRUCTURE DEEP ENOUGH ia FOR A 1.375" THROW ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "E" ASTRAGAL AS SHOWN. O. IZC ANNEALED DECORAME INSERT o. D90• SAEEx HIG LDD'LL1 0. I24' ANNEALM Dlzs• TEMP. DON ! 37 7^lOOM BJ2 OR LOLK OR EDOAL FEiF696 TYPICAL GLAZING DETAIL OLD IMPACT RATED GLASS DDw e z oR EDw+ f j6 % 1- 1/I' PHS DOW zOR EOUAL FL'SNOR TYPICAL GLAZING DETAIL NON —IMPACT GLASS en N SEE DETAIL C' SFf<. 2 A ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. - 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LEIS. 6• 8 a ell SEE DETAIL J 'D' SHT. 2 w O 1 C 6' 6' — II II I e h w II II II II w Bz a NABnwARC Crwrnl tip, 1. SERIES 400 GRADE 3 CYLINDRICAL LATCH ANDJKWIKSETSERIES980GRADE1DEADLOCKHARDWARETOBEINSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1.50' " MIN — 025MAXSHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25' TMIN — 0.22X5- SHIM CL —I I— r•: TYPICAL MASONRY ANCHOR INSTALLATION A trnlm blUJQ ca ND: N oo Ggoq-2T D6efles er: 1 13/2011 4•' N 0EE1C;`E Florida Building Code Online tip e U BCIS Home I Log In I User Registration ( Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff 1 BCIS Site Map I' Links I Search Product Approval PERNITUSER: Public User Product Approval Menu > Product or ADollcatlon Search > Application List > Application Detail FL # FL11206-R5 Application Type Revision Code Version 2007 Application Status Approved Comments Archived IW.. Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella.com Authorized Signature Joseph Hayden jahayden@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella, 1A 50219 641) 621-6096 jahayden@pella.com Quality Assurance Representative Andrew Nelson Address/Phone/Email 102 Main St Pella, IA 50219 641) 621-3804 nelsona@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. Buckner, P.E. at CBUCK Engineering Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA 101/I.S.2-97 AAMA 101/I.S.2/NAFS-02 AAMA/WDMA/CSA 101/I.S.2/A440-05 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2010 Date Validated 09/08/2010 Date Pending FBC Approval 09/10/2010 Date Approved 10/13/2010 Year 1997 2002 2005 floridabuilding.org/pr/pr-appjtl.aspx?... 1/5 4/13/2011 Florida Building Code Online FL # Model, Number or Name 11206.1 Series 10 Flanged Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Configurations of glass conform to latest ASTM E1300 standard. Description Vinyl Flanged Single Hung Window (54" x 90") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 6-30-09 411-H-1032.01-03.odf Quality Assurance Contract Expiration Date 06/10/2013 Installation Instructions FL11206 R5 II 1414.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1414.odf Created by Independent Third Party: Yes 111206.2 1 Series 10 Flanged Single Hung I Vinyl Flanged Single Hung Window (52-1/8" x 73'1 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass conform to latest ASTM E1300 standard. 11206.3 1 Series 10 Flanged Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Configurations of glass conform to latest ASTM E1300 standard. 11206.4 1 Series 10 Flanged Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass conform to latest ASTM E1300 standard. Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 6-30-09 411-_H-1032.05_-0_7.udf Quality Assurance Contract Expiration Date 04/20/2013 Installation Instructions FL11206 R5 II 1414.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1414.odf Created by Independent Third Party: Yes Vinyl Flanged Single Hung Window (36" x 62") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 6-30-09 411-H-1032.13-15.odf Quality Assurance Contract Expiration Date 02/11/2013 Installation Instructions FL11206 R5 II 1414.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1414.odf Created by Independent Third Party: Yes Vinyl Flanged Single Hung Window (36" x 90") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 6-30-09 411-H-1032.09-1l.odf Quality Assurance Contract Expiration Date 02/09/2013 Installation Instructions FL11206 R5 II 1414.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1414.odf Created by Independent Third Party: Yes 11206.5 I Hung Series 10/20 High Performance Single I in l High Performance Single Hung Twin Composite (72" x 65- 1/2" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass conform to latest ASTM E1300 standard. Certification Agency Certificate FL11206 R5 C CAC 411-H-1093.odf FL11206 R5 C CAC 411-H-1095.odf Quality Assurance Contract Expiration Date 11/ 17/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes 11206.6 I Hungs 10/20 High Performance Single I Vinyl High Performance Single Hung Window (42" x 72') Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass conform to latest ASTM E1300 standard. Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 10-20-09 411-H-1046.0l.odf Quality Assurance Contract Expiration Date 08/07/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes floridabuilding.org/pr/pr app_dtl.aspx?... 2/5 4/13/2011 Florida Building Code Online tvaruacron rceporrs FL11206 R5 AE 1572.odf 11206.7 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass conform to latest ASTM E1300 standard. 11206.8 1 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass conform to latest ASTM E1300 standard. 11206.9 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass conform to latest ASTM E1300 standard. Vinyl Single Hung Window (48" x 72") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 10-20-09 411-H-1043.05.odf Quality Assurance Contract Expiration Date 08/04/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 115 AE 1572.odf Created by Independent Third Party: Yes Vinyl Single Hung Window (48" x 59-1/2") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 10-20-09 411-H-1043.09.odf Quality Assurance Contract Expiration Date 08/04/2013 Installation Instructions FL11206 R5 II 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes Vinyl Single Hung Window (36" x 59-1/2") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 10-20-09 411-1-1-1043.17.pdf Quality Assurance Contract Expiration Date 08/03/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Wamen. W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes 111206.10 1 Series 10/20 Single Hung I Vinyl Single Hung Window (48" x 84") 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass conform to latest ASTM E1300 standard. 11206.11 1 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass conform to latest ASTM E1300 standard. 11206.12 1 Series 10/20 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass conform to latest ASTM E1300 standard. Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 10-20-09 411-1-1-1043.21.odf FL11206 R5 C CAC CCL for Pella 10-20-09 411-1-1-1043.25.pdff Quality Assurance Contract Expiration Date 08/07/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes Vinyl Single Hung Window (36".x 72") Certification Agency Certificate FL11206 R5 C CAC CCL for Pella 10-20-09 411-H-1043.13.odf Quality Assurance Contract Expiration Date 08/03/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes Vinyl Single Hung Twin Composite (72" x 53.5") Certification Agency Certificate FL11206 115' C CAC 411-H-1094.odf Quality Assurance Contract Expiration Date 11/17/2013 Installation Instructions FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.g_df Created by Independent Third Party: Yes floridabuilding.org/pr/pr_appjtl.aspx?... 3/5 Florida Building Code Online4/13/2011 11206.13 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1099.udf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.odf standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes 11206.14 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1096.odf Approved for use outside HVHZ: Yes FL11206 R5 C CAC 411-H-1100.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 11/18/2013 Other: Configurations of glass conform to latest ASTM E1300 Installation Instructions standard. FL11206 R5 II 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.Ddf Created by Independent Third Party: Yes 11206.15 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1092.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/17/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.odf standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes 11206.16 Series 10/20 Single Hung Vinyl Fixed With Single Hung Flankers (108" x 72') Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC CCL for Pella 7-29-08 411-H-950.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/27/2011 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.odf standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes 11206.17 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1090.odf Approved for use outside HVHZ: Yes FL11206 R5 C CAC 411-H-1101.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 03/31/2014 Other: Configurations of glass conform to latest ASTM E1300 Installation Instructions standard. FL11206 R5 II 1572.Ddf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.odf Created by Independent Third Party: Yes 11206.18 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 53.5') Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1098.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.odf standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.pdf Created by Independent Third Party: Yes floridabuilding.org/pr/pr_appjtl.aspx?... 4/5 4/13/2011 r Florida Building Code Online 11206.19 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (30" x 76") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1091.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/10/2013 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.pdf standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.pdf Created by Independent Third Party: Yes 11206.20 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (46" x 76') Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R5 C CAC 411-H-1089.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2013 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass conform to latest ASTM E1300 FL11206 R5 II 1572.pdf standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R5 AE 1572.gdf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug -In Sofhwe I Customer Service Survey I Contact Us Product Approval Accepts: Ila Wrl5I n SCCl1Tlt swmia r Tr u Gtetl YC 1,y + floridabuilding.org/pr/pr_appjtl.aspx?... 5/5 TIM MOLL BE N ACL'MmVlrE EM IIAE DRUM= SFEWU AMM 1760) 70 BASE ILL BE KM IUL IRON OR Sn= BMW ! BX3= EASMM OUA BE PAOPOE.Y O 900 t VISMAL O TO T JMM TAID snaicruw- 7LSON-0& Raw wo PE SnMJ NAMUTDRS ME N MCOMM IWH AND MEET T1C S IF TIE HNmA K"m Cmc Km vm www nwit mSaw9Wn7O Km OR Itm TIT.. s,UL RE PE2ZN0 COMM M GUAM BYRE PNCMK TAEMOD CHOIDIS DI IIE IAA S. IHCIIAMO Mg H(FF W= m STm SMEWS, 7WE CONE KM CMTALT EM CM OS aM wL UM THE R0Er0E1IM15 OF NOM aBMD CODE MUP1E71 m BEST Of OUR RNOMEOOE THE II MM IWO HOIEN ME CUM= ! OEIIM ASUM BT A E APPW. EO fdnSTCAT6H Nm f II SHML BE U11OVI M A=RW M WM RE FRO AM 1IORDA BVSO/ q WMI1CADH7. BMIOB ASSOW 6 NM FMT OF EOS WAM E N ACC"KE EM TIE MMUWWER•I OUMAY ASaaMCE SPEnlvmw a TOMO FIN ANCM--,, UDR 0OO11MWWWWPUATMawLBECOIIMMmD7MYOfTHEFW.W 0 WITHIN2` OF EY ME RMUM VMW A NRm10 POW FROM TIE APPUME LOHL KJOWN MPMMR. CORNERS & B' M 576DOm Br MCK Onu IIM A 000am mH W= E WOMCE0 EM IIEODI COMSM LNiMUIIOLS= MA)(. O.C. WITH W MR= ORNCONSSIIMWO M STANDARD A amtm PRSAIRE SPEmm am BI no DRAfa.O aR N THE PRw= CT•.RTNOHDB awl PERFORMANCEN I THEMsrALEDElDOLCOMOFWE 6 WINDOWS 4' DO 115MAnou CESNISOEAn07AITAW EW SKL BE TIM OF 71$ WaPROXIM 1F Um MAL O.C. WARE EA HIGH PERFORMANCE WINDOWS: SEE ALTERNATEALMNAIEALL EACCORDANCE ANCHORYRAMEUBSfRAIESHAVEBEFNANALYZUMNREQUIREMENTSWITHTHEIRAPPLICABLESTANDARDS): ARE FOUND TABLE' ON THIS TO BE EOUNALENT TO OR STRONGER THAN THE I SHEET FOR ANCHORS) USED IN TESTING WITH THIS PRODUCT. REQUrMANM r- n e s . R., : IHa 10 SO CR Em SMn It Ile I 3/4V I jr- wei_ HD. w sus a Bow SMDE II 1/P 1 0/I, 1 NI/a- rmr un ..+ W Iu 0 XJ I1r sw 1 S//' S d 0.0UsuckiSa0,nVA6 T) OI 7R 11 G R00TOD HU. 17/B• NR AN Mn M. I OR 5 58F' W Sep" mu BOSS-TS Mlfi N4 0 OL 5 SEIi WMILL aRM I FIAL I PROF SODIS Will. BE PRI TEN OR HUVZm HFAD SMOP HFAO 7 OR 1Em11 PARS(- 5 WIODO m ut Sj mPA&W/RO VIEN Mft W.lS1E11 A TIE W& nK nU MATBE A WMOE TEN SOU OR LOT FIDOW Wn11NMNAa A DIQWBNDIeIH SUAM PMwRIUM WIDOES WA L 48' MAX FRAME E THESE 2 ANCHORS ARE NOT REWD WHEN WINDOW FRAME HEIGHT, IS Br ORAV. EACH EXTERIOR ELEVATION: ND ANCHORS SINGLE WINDOW AT HEAD & ' FIN INSTALLED L ED Si1Q) SCALE. J/4' MAX FRAME WKITH IN YW MAXFRAMEWIDTH I . r $ MAX.F.TaIsFi-FT FRAME SCREWS WHERE SHOWN. SEE TAME REQUIREMENTS TABLE' ON THIS SHEET FOR 9' MAIL EQUALLY Wa SPACED SPACED 1 EOUALLY SPACED MAX. SINGLE WINDDW w REW INSTALLED SEAlES v1f00L SCALE 3/4' `% '>k- 1...«^^'^ gel M IL ti y or Tub Zfun) L ( - 17 l/TI1111 1` Y HIGH PERFORMANCEo WINDOW N j1" 1 O.. CONDITIONS > Z IDOWS Lm 2 UAL w1BLF- aIm ND. J D r FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48' MAX. INDIVIDUAL 43' MAX. INDIVIDUAL 48' MAX. INDIVIDUAL WINDOW WIDTH WINDOW WHOM WINDOW WIDTH rTor rTO SEE SINING FORELEVATIONFIN ANCHOR REQUIREMENTS A POSITIONS AROUND WINDOWS INDIVIDUAL WIDOW WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN BUT OVERALL UNIT LISTER FNL ANCHORS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE 'FRAME FRAME WIDTH SHALL ANCHOR C REOUIREMENTS TABLE' ON SHEET 1 j FOR REOUIREMENTS v FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48' MAX. INDIVIDUAL 48' MAX, 1NO IDUAL 48' MAX. INDMDUALWINoowWIDTH i WWDOw HDTN WINDOW WIDTH 1.4 1. 4VT_4'1_ i 4•, 4' 4'. 4'. SEE SINGLE WINDOW WHERE SHOWN AT ELEVATION FOR FIN DUALOW MULLION END. ANCHOR STRICTED SEE 'FRAME ANCHOT REOUIREMENTS 8 SHOWN REOUIREIIENTS POSITIONS AROUND NIT TABLE' ON SHEET I WINDOWS HALL FOR REQUIREMENTS. INSTALLATION CUPS WHERE SHOWN. SEE-/ L t L. L - MULTIPLE ENDOWS S1RAM L FOR REREQUIREM N.TS TABLE' ON 4 4 4 4 4" ' 4 4" 4 co NOTE CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATIONS N FIN INSTALLED SERIES 10) IN UE11 OF FRAME SCREWS MULTIPLE WINUOws SCA 3/4' . I.-0• AM SCREW ST 1 iEs Cf . SCALE. 3/4' _ V-O' W DUBLE k THE WMM) 1lllllll111 E i 4C.f.,,,..••^ '"r AyyyyASLE PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON 11 A. p mm SASH ACTIVE SASH YEEIX76 RAIL MEETING RAIL APO hNEGATIVE)) THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL j l M LL AUFMfdA. iyf ,, a IPSF) ISTATE APPROVAL OR THATSHOWNSHOWNNINTHISTABLE. ZLiT V • Fe V NO ES H PERFORMANCE 1. ALL WINDOWS ARE RESTRICTED BY THE LMENSIONS SPECIFIED,YES- YES 1. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. YES 3. IF MORE THAN 3 WINDOWS ARE TO M ALLO PRESSURE THOSE UNITS SHALL INAS 7HENoYESAABLBLESTATEDFORTRIPLEON o II I MAX. OVERALL FRAME WIDTH 48' MAX. INDIVIDUAL 60' MAX. INDIVIDUAL 48' MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH Y TUT YTOY WINDOWELEVATIONLFORFIN CLUSTER FIN ANCHOR REQUIREMENTS h ANCHORS AT MULLION ENDS SUCH THATINDIVIDUALWINDOW POSITIONS AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL OF 4 N•EWINDOWSTODIMENSIONSSHOWN SHM SEEBUTOVERALLUNIT FI7ALE•wroTH SHALL Nr ANCHOR TABLE! OEH I FOR REQUIREMENTS O X X 108' MAx OVERALL FRAME WIDTH 8' MAX. WIDTH 60'MAX. WMAW& WINDOW mm 48' MAX. NMDMDUAI. WINDOW WIDTH •WSW WIDTH I.4.1.4 4'L4 I. SILRWaAR 4' 4' 4' 4' SINGLE WINDOWWHERE ELEVATIONLEVATON FOR FIN INDIVIDUAL WINDOW FRAME SCREWSSHOWN AT MULLION WIDTHS ARE RFSiFOCTED SEE *FRAME ANCHOWADR TO DIMENSIONS SHOWNPOSITIONAROUNDBUTOVERALLUtBf TAmrON STREET I WINDOWS FRAME WIDTH SIW1 FOR REOUiiEMENTS. I 0 X X I INSTALLATION CLIPS WHERE SHOWN. SEES lL FRAME ANCHOR REOUitEMENTS TABLE' ON 4' 4 4` 4 4 4' 4 4 4 MULTIPLE OPERA$LE/RXED WINDOWS SHEET WwyATHEADuse FIN INSTALLD) SERIES 101 IN LIEU OF FRAME SCREWS DRER[OR E EMON- oN SCALE. 3/$ 1'=0' ALLOWABLE DESIGN PRESSURE MLILTIPL OPEItAgI CZRXED WINDOWS SCREW INS;'I I Fn cT Mzlr nll(OX WINDOWS) FRAS!E SCALE' 3/4' . 1'-0' p a 30 PSF PRESSURE SHOWN IN THIS TABLE IS FOR+ CONDITIONSONLY. THEDWGNRESUREONTHE liZ lliillisil i6 7 WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE i INDIVIDUAL WINDOWS STATE APPROVAL OR THAT SHOWN IN THIS TABLE. j La C4 G A:% Uf0 T t C4faMDIE: 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. TRIPLE u y„1 a r• 2. WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A UAXOIUM OVERALL. FRAME WIDTH OF 96. LYE I '• 0 s OF G f FOR NAX. FRAME WIOTH, FORFRAME W 1H, SEE WINDOW PRESSURE SEE WINDOW PRESSURE ua ua TABLE ON THIS SHEET TABLE ON THIS SHEET .. F4' MA)C FIN ANCHOR WITHIN 2' OF CORNERS & S' MAX. O.C. SEE FRAME ANCHOR REWMENTS Itl' MAX. O.C. TABUV ON SHEET FOR THIS / REQUIREMENTS. FRAME SCREWS WHERE SEE •FRAME 9' MAX RANCH tEllENT gQ n — — n — SHE E' O TINS a R 9' MAX REMEMENTS. }S 18' MAX. O.C. a e MAX O $ EXTERIOR ELEVATION: AT HUDANCHORS DaMOR ELEVATIM!` 3 SINGLE WINDOW_WIIN TRANISOM SINGLE WINDOW WRN ANSAAI fly INSTALLED SERIES 101 (FRAME SCREW NWALin smEc MSCALE: 3/4' . r-O' SCALE: ye - V-D' y a A9 PREMRE ``\11011111///fi WM UM TRANSOM)_ L A4 FAE F i osmvE `%'• Ln ''}i'%' i WONl) c"wi (" r bgib= luo lz= a v w 2== s 1 u 4 of 5 I FIN ANCHOR PER ELEVATION:— SUBSTRATE BY OTHERS PER FRAME ANCHOR PER PEROTHERS 1— FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER 11'r MAIL SPACE FRAME WIDTH SEALANT '/R 'FRAME ANCHOR OTHERS BEHIND %Jakam TABLE' SUBSTRATE BY NAIL FIN FRAME ANCHOR4' MAX. REQUIREMENTS SEALANT BY SPACEamino TABLE! OTHERS 1/4" MAX SHIM SERIES to WINDOWATEACHANCHOR FIN ANCHOR PER FRAME CHAN SEALANT BY ELLVAInON J- SE=hAOSEIS OTHERSv. opND SEALANT BY NEED NOT BE FRAME SERIES 20 07HEM BEHIND A PART OF THE WINDOW HALL FIN FRAME PROFILE FRAME J- CHANNEL SECTION is SERIES I : EXTERIOR WINDOW NEED -XTERIOR E OF THE WINDOWSERIES20FRAMEPSEALANT BY SEALANT BY FRAME OTHERS OTHERS - OINSTALLATION CLIP SENgg PER ELEVATION SCALEM2 FULL R SEALANT 1z 11/ 4- VAX. SHIM 1/4' MAX. SHIM FRAME WIDTH ATEACHANCHORSEALANTBY1/4" MAX. OTHERS BEHIND SUBSTRATE BY 0MRS SHIM AT EACH CLIP NALFINFIN PER 'ELEVATION" PER SEMON " FRAME ANCHOR SUBSTRATE BY—\ NSTALLATION CUP SCREW OTHERS PER SCALE: ip FULL N. REQUMEHTS TABLE" SUBSTRATE By OTHERS R PER ELVATION (I PER CLIP) "ME MOM S ERIES 20 W ECONTINUOUSWOODMEMBERLESSINSIZETHANA2X- BUCK 'FRAME ANCHOR REQUIREMENTS WINDOW TO BE MIN. 3 1/2' DEEP (NOT REQUIRED WHEN SHIM SPACE REOUIREMENTS TABIr TABLE. FRAME IS WITHIN ALLOWABLE OWMEN SHOWN IN SECTIONS). SE__ CHIN AfN SCALE: 1/2 FULL 5 SUBSTRATE BY OTHERS FRAME ANCHOR—, PER ELEVATION ' ' A, PER 'FRAME ANCHOR 1' REQUIREMENTS TABLE' fv JIA, SEALANT BY 1,1254'- OTHERSFRAME SCREW PELEVATIONS 3. 7WE ANCHOREREXTERIORREQUIREMENTS TABLE' OPTIONAL (SERIES 2 DIRECT MOUNT DETAIL QI iNgAUATIDN CLIP OSUBSOUE WITH SPACER HEAD SECTION SHOW, SIDES ARE INSTALLED THE SAME) SILL DOES NOT APPLY) ' FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & B2/4) I L! 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