Loading...
HomeMy WebLinkAbout2616 El Portal Ave 17-74; WINDOW & DOOR REPLACEMENTE CITY OF SANFORD E I V FEE Ile-11 BUILDING & FIRE PREVENTION JAN 3 1017 PERMIT APPLICATIOZApplicationNo: Documented Construction Value: S Job Address: 2616 El Pdrlal Avenue Sanford FL 32 Parcel ID: 01 20 30 504 2600 0020 Type of Work: New[] AdditionEl Description of Work: and 1 C. ATNo El111%ye' mercia) 9QOOOC of Use move 0 Plan Review Contact Person: Dell Butletricier 4 Title: General Contractor Phone: 407-765-6230 Fax: 407-877-8341 Name ABDALLAH SHABNAM Street: 2616 El Portal Avenue City, State Zip: Sanford FL 32773 Email: Susan_(& thegrilloteam.cont Property Owner Information Phone: 407-416-8530 Resident of property? : No - vacant Contractor Information Name Qg1l Bg1tgLngigr Phone: 407-765-6230 Street: 33809 Terragona Dr Fax: 407-877-8341 City, State Zip: Sorrento FL 32776 State License No.: CBC047754 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, 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, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NQTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public reeords of this county, and there may be additional permits required from other governmental entities such as water management districts, 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of lb Dell Bultemeier Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] MechanicalE] Plumbing[] GasE] RoofE] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min, Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No D # of Heads Fire Alarm Permit: Yes [] No [] APPROVALS: ZONING: t, f [ (r) UTILITIES: ENGINEERING: COMMENTS: WASTE WATER: FIRE: BUILDING: Revised: June 30 2015 Permit Application doors t tabor only - Owner to provide PROPOSAL ASSET Prnretlan Phi, kr. 545 3rd Street, 42561 rot CD 80132 Phone: 321-445-3979 • Fax: 407-9774MI POI 6 V 20 oo 1 i'Moo or is guaranteed to be as specified, and the above work to be parkwmad in a substanthd workmantike manner for total amMmt listed above. Please nee, items root mentioned herein are MM included in this proposal. Any alteration or do above stations extra costs be executed, upon written change order(sj and w become an extra charge over and above / proposal AN agreements are contingent upon strikes accidents or delays beyorod our WA Signature Title Nana i of 1 Page I of I j ( , ", fll ,, 1 ) ( "011n, I llw-* 0 I-M JO Y), 2,600-0020, Bwld,.g No- I Page No, I eftfiraft WFD FOR CODE GOMPUANGE PLANS EXAMINER DATE PERIMI'l' !SSUEL.) SHALL BE COIN(TRLJIED TO BE A JCENSE TO PROC EEO WITH THE WORK AND NOT AS AUTHORTYTO, Vl(--)LATE, CANCEL, ALTER OR SET AStDE ANY 10FTHE PROVISIONS OF THE TECHNICAL EG, NOR SHALL ISSUANCE OF A PERMP'PREVENT THE Lit'}LUNG OFRUAL FROM THEREA 4 ER PLA NS. 1 7 7 4 IRZU'U:0NG A GORRECTiON OF ERRORS N CON STRUICTK)NI )R VK)LATIONS OF THIS CODE http:// parceldetai1.scpafl,org/FootprintPage.aspx?PID=O1203050426000020&BLDGNO=I... 1/3/2017 Florida Building Code Online Page I of 2 1) COPY ew 13CIS Horne Log In User Registration lint ropics Submit Surcharge Stats & Facts Publications FBc Staff BCIS Site Map Links Search dbProductP Approval USER: Public User IN, 1" > J , Application Detail FL # FL14039-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, 4 Comments Archived Product Manufacturer Address/Phone/Erna it Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Ply Gem Windows 433 N. Main SC Rocky Mount, VA 24151 540) 484-6271 ablombergC(i)plygerTiwindows,com Adam Blomberg ablomberg@plygernwindows.com Windows Single Hung Certification Mark or Listing SANFORD National Accreditation & Management Institute National Accreditation & Management Institute 519DAr" AAMA/WDMA/CSA 101/1.5.2/A440 Method 1 Option A M YCAF 2005 https://www.tloridabuilding.org/pr/pr__app_dtl.aspx?param=-wGk-,"VXQwtt)qt(il-,It'Yo2byCl3y 1 ltpN288 I OAZ... 1/3/2017 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE:: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N 1010366.01-R2 09/20/2010 Structural PI V Gem 161-1 12/10/2014 To verify that the "Notice of Product Certification" is valid, please visit ,,, I v ", z it _ , 11 to asstuN that the product is active and currently listed. This certification represents product conf«rmity to the applicablc specification and that certification criteria has been satisticd. A NAMI approved certification labcl must be applied to the product to claim certification status. Please review and advise NAMI if any corrections arc rcquircd to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Ply Gem Window Group Builder Series 4712E'C." Aluminum 433 North Main Street Single Hung Prime Window Rocky Mount, VA 24151 Configuration : OA Glazing: hMllating Glass (Annealed) 1'ramc: W-1219mm(48.00") I 1-2I32mm(8 3.9>") Sash: W-1171mm(4G.12") I1-899mm(35.37) SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/i.S.2/A440-05 11-1,C50 1219 x 2134 (48 x 84) Design Pressure: 2392 Pa (50.0 psi) Negative Design Pressure: 3349 Pa (70.0 psf) Water Penetration Resistance *lest Pressure: 360 Pa (7.5 pst) Product "Vested By: National Certified Testing Laboratories Rcport No: NC'1'1,-1 10-13259-2 E:xpii- ation Date: August 31, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial 1-lighway Hayes, VA 23072 Tel: (804) 684-5124 Pax: (804) 684-5122 INSTALLATION NOTES 1, ONE (I) INSTALLATION ANCHOR 6 REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS T 0 BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF : 1/2 INCH OF THE DER L7ED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OFTOtERANCFS) TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, 4 FLANGE INSTALLATION: FOR INSTALLATION THROUGH U( BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE 11) 3115 INCH ITW TAIPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH MINIMUM EMBEDMENT. 5 FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE 111 #10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL ' FRAME SUBSTRATE. 6, FIN INSTALLATION: FOR INSTALLATION THROUGH STEEI STUD USE ONE (1) #8 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT U MITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 8 iNSTALLA71ON ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED, 9 FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL NSTALLA - iON ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM, FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE US -DIN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER- 11 NSTALLATION ANCHOR CAPACMES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERALS WITH THE FOLLOWING PROPERTIES: A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, B. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE %I, TYPE I (OR GREATER), C STEEL - MINIMUM YIELD STRENGTH, 05 33 KS1, MINIMUM WALL THICKNESS OF L3 M) LS 120 CUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA allll DING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING AAMAIWDMA/CSA 101/1,S.2/4,440-05 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 3, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 4 THE fN57ALLAT30N DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY N07 REFLECT ACTUAL CONDITIONS ;OR A SPEC;FiC S,TE, J' STE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHA; I PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6 WENDOWFRAMEMATERiAL:ALUMtNUM5063-75 7 GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 8 DESIGNATIONS "Y"AND "O"STAND FOP. THE FOUOINING, X OPERABLEPANEL. 0 FIXED PANEL TABLE OF CONTENTS SHEET I REVISION SHEET DESCRIPTION A GENERAL A INSTALLATION NOTES 2 ELEVATIONS A ANCHOR LAYOUTS L I 4712FL VERTICAL & HORIZONTAL SECTIONS 4712F VERTICAL. HORIZONTAL SECT -IONS 4812F VERTICAL &H.O;I:ZON7AL SECTIONS OVERALL SIZE DP RATING MISSILE IMPACT PRODUCT WIDTH HEIGHT {PSF) RATING 4712FL 48" 83,93" +5011-70 NOT RATED 4712FL 53" 72" +50/-60 f NOT RATED 4712F 53" 72" +50/-60 NOT RATED 4712F 48_ 12F 48—, 48' 83 93— 150/-60 NOT RATED 84" + 50/-60 NO1 RATED 4812E 48- 96" +30 30 N07 RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44 -04'00 FiLy GF_ m A33 IN MAIN 5T, n iLOX 5M, ROCKY MOUNT VA 24151 I, W6.-6348 FX 510484-6683 04, -, Z 70PnoI ' I0cz VCUi" as a0z 0 z' cc z UL, gx C MC, Z Q Z Tf M Q ") z DW& #: P& W029 SHEET: 1 OF ml UNIT MAX. WIDTH 53.00' D.L.O MAX, WIDTH 49,44' 3 4 3 UNIT MAX, HE16HT 72 00' V V3 SASH MAX. WIDTH 51.25" D.L.0, MAX. HEIGHT 33.25' SASH MAX, HEIGHT 3631' 5EEANCHOR SCHEDULESEEANCHOR SCHEDULE UNIT MAX WIDTH 48,00" D1,0 MAX, WIDTH 44,311- UNIT MAX. HEIGHT 945,00' @E SASH MAX. WIDTH 46,25" ri rxiATinm SEE ANCHOR SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE D.L.O.MAX. HEIGHT 45,56' SASH. MAX. HEIGHT EDGE HEAD 5ILL JAMB 0,C CORNER ANCHOR N57A,--A70N QTY PER I EMBEDMENT 7,57 I 0 C DISTANCE OC.DTISTANCE DISTANCE ISTANCE 7-Y p E LOCATION- IN) IN_) m) IN,) IN,) I 8 SELF -TAPPING FIN I STEEL STUD 3 THREADS MIA 12 12 9 4 3/16" I-N TAPCON FLANGE 1 CONCRE—It/MASONPY 1,25 2 20 20 4 F #10 SELF -TAPPING FLANGE 5 —ic:EL STUD 3 THREADS N/A 20 1 2 0 4 0 P I \ Ly / GW 433 N "IN 57, _ PC 3OX 559, ROCKY MOUNT, VA 24151 PH, 540484-6348 FX 540-484-9683 0 z V) 'm V) PG\AT/029 SHEET: 2 OF 5 3/16" 17W TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A IX WOOD SUCK BY OTHERS ix WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 114" MAX SHIM SPACE 3 THREADS MIN, ENGAGEMENT 2 1/2" MIN, EDGE DISTANCE #10 SELF-7APPING SCREW INSTALLATION ANCHOR 11/4" MIN, EMBEDMENT t PERIMETER CAULK 1/4" MAX, j O,A, BY OTHERS SHIM SPACE WINDOW HEIGHT \rl SEE GLAZING EXTERIOR DETAILS INTERIOR VERTICAL SECTION IVHEAD - 1X WOOD/CONCRETE/MASONRY4712FLANGE EXTERIOR INTERIOR SEE GLAZING DETAIL 1 f 0 A, \qllWINDOW STRUCTURAL GRADEHEIGHT SILICONE BY OTHERS 1/4" MAX, SHIM SPACE EXTERIOR FINISH BY OTHERS ix WOOD SUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 IX WOOD SUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS A, VERTICAL SECTION SILL- 2)(WOOD/CONCRETE/MASONRY 4712 FLANGE METAL STUD FRAMING BY OTHERS lole- P I xLy/ am INTERIOR 433 N. MnZN 51_PO 3OX 559 ROCKY MOS ', - 2415: Pli 540-484d3 a FX 540 484,b683 SEE GLAZING DETAIL' z 4) > z ci Q SHEATHIN&--- BY OTHERS z x I , EXTERIOR Z Z ' o uj znN q EXTERIOR FINISH Lu BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH HORIZONTAL SECTIONCD) JAMS - STEEL STUD FRAME 4712 FLANGE z11/4'MIN. EMBEDMENT 1/4'MAX, CONCRETE/ MASONRY BY OTHERS SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRY & ix WOOD SUCK BY OTHERS Lu INTERIOR IX WOOD SUCK LY Lu BY OTHERS 3/16" 17W TAPCON INSTALLATION ANCHOR b 0 '.J 2112" MIN,• EDGE 9 X SEE GLAZING% DEETAILI I EXTERIORE—OR FINISH /y Rio BY OTHERS EXTERIOR PERIMETER CAULK z 0,A, BY OTHERS ¢ p z WINDOW z WIDTH DWG HORIZONTAL SECTION JAMS - IX WOOD/CONCRETE/MASONRY P&W027 4712 FLANGE SHEET; 3 OF 5 O.A. WINDOW HEIGHT EXTERIOR EXTERIOR WINDOWIHEIGHT BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE &LAZING DETAIL I le- 1- 00- 1/- 3 THREADS MIN. ENGAGEMENT 1/4' MAX, SHIM SPACE INTERIOR F VERTICAL SECTION HEAD - IX WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAILS PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHEP 5 114" MAX. SHIM SPACE B SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS #8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN. ENGAGEMENT SHEATHING--- id BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK IO.A. BY OTHERS WINDOW WIDTH HORIZONTAL SECTION JAMS - STEEL STUD FRAME4) 4712 FIN INTERIOR 1/4' MAX, SHIM SPACE EXTERIOR 3 THREADS MIN. ENGAGEMENT VERTICAL SECTION SILL - PRECAST CONCRETE 4712 FIN METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR rH-\, VERTICAL SECTION 4) MEETING RAIL INTERIOR PLy GEM 433 N AWN ST, PO SOX 559, ROCKY MOUNT, VA 24151 H 540,484-6 8 FX 540-484-6683 of Z SEE GLAZING m 02 DETAIL I z 10 z 2) n z Z EXTERIOR Ud 17 INTERIOR z qfl Z 11) mZ 0 6 Dwr' P&W02S) SHEET: 4 OF 5 BY OTHERS EXTERIOR FINISH By OTHERS PERIMETER CAULK BY OTHERS O.A. 1 11 1 WINDOW HEIGHT EXTERIOR SEE GLAZING DETAIL 1 3 THREADS MIN. ENGAGEMENT #8 5ELF-TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1/4" MAX, SHIM SPACE 3/4" 0A. INSULATED GLASS INTERIOR DOW 1199 - SILICONE rj--,,, VERTICAL SECTION t 11 1 S ) HEAD -lXWOOD/CONCRETE/MASONRY t I 4912 FIN 12" MIN CLASS 81' TE SEE GLAZING DETAIL I II EXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK 11, BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS_'_ 3 THREADS MIN, ENGAGEMENT VERTICAL SECTION SILL - PRECAST CONCRETE514812FIN GLAZING DETAIL 1 INTERIOR NOTE 1/4'MAX. GLASS THICKNESS AND TYPE SHIM SPACE SHALL COMPLY WITH ASTM E 1300 C-LA55 CHART REQUIREMENTS 1/4'MAX, SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMINGAMI:NG By OTHERS PLy Ginn 433 N. MAIN ST, PO 8OX 559, ROCrY MOUNT, VA 24151 INTERIOR PH 540-484,6348 rX 540-484-6683 sn SEE GLAZING 'o 3 THREADS MIN DETAIL I N i , ENGAGEMENT MZ coq zO 4 u SHEATHING-- BY OTHERS z z77Ouj 'c Z EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. WINDOW BY OTHERS WIDTH HORIZONTAL SECTION 5 JAMB - STEEL STUD FRAME 481-2 FIN 114" MAX, z SHIM SPACE Z0 8 SELF -TAPPING SCREW ANCHOR Lu Lu LY INSTALLATION ETAL STUD FRAMING BY OTHERS INTERIOR 3 THREADS MIN. ENGAGEMENT METAL STUD FRAMING SHEATHING BY OTHERS BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR F EXTERIOR FINISH BY OTHERSSEEGLAZING, DETAIL 1 j PERIMETER CAULK BY OTHERS EXTERIOR CA WINDOW WIDTH K, HORIZONTAL SECTION JAMS - STEEL STUD FRAMEs 4812 FIN 0 J. io f zZ11) o 110 IQ to bW& #: P C-7\AI029- SHEET: 5 OF 5 INSTALLATION NOTES: 1. ONE 11) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3, INSTALL INDIVIDUAL iNSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD SCREW, 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1 I121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0,55. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1-S.21A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND iNSTALLATiON iS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SiTE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THhS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5 6, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 7 DESIGNATIONS "X" AND "0"STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL I TABLE OF CONTENTS I SHEET REVISION SHEET DESCRIPTION I A GENERAL d INSTALLATION NOTES 2 ELEVATIONS A ANCHOR LAYOUTS 3 4712FL VERTICAL d HORIZONTAL SECTIONS 4 4712F VERTICAL d HORIZONTAL SECTIONS 5 4812F VERTICAL 3 HORIZONTAL SECTIONS OVERALI PRODUCT WIDTH 1HEIGHT {PSFj MISSILE IMPACT RATING 4712FL 48" i 83.93" I +50/-70 NOT RATED j I 4712FL I 53" 72" 1 +50J -60 j N07 RATED 4712E 53" 72" +50/-60 NOT RATED j 4712F 48" 1 83.93" +50/-60 NOT RATED 4812F 48" 94" +50/-60 NOTRATEO j 4812F j 48" i 96" +30 J -30 NOT RATED PLyGEm 433 N. MAIN ST., PO 80X 559, ROCKY MOUNT, VA 24151 PH-540484-5348 FX. 540-48a6683 40mm n Z # c un N ZZ U)-im adm weW a n f m H< I< v Z rn aZ Lurx Lu mwo a FIN Q a J' O •k a L= o k"fl" UI '"r'I li Z Digitally signed by Hermes F. Norero, P.E. ' t 1 1A )f1 Reason: I am approving this document I" G YY V Date: 2015.04.10 10:47:11-04'00' SHEET: 1 OF 5 UNIT MAX. WIDTH 53,00- D.LO MAX. WIDTH 49,44- 4 rD- -'I UNIT MAX, HEIGHT 72,00" SASH MAX. WIDTH 51.25' 0 D.L.O. MAX. HEIGHT 3125' SASH MAX. HEIGHT 3631" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULES I , 0 UNIT MAX. WIDTH 48,00" 01.0 MAX. WIDTH 44,31" F 3 4 Pi v GEM 433 N MAIN ST, PO 9OX 559, ROCKY MOUNT, VA 24251 W-4M-6348 FX 540-4846683 5K- D D.L.O. .0, MAX. 5 3 HEIGHT 45,56' u 0 VNI J SASH MAX Y MAX- HEIGHT HEIGHT zm- 96.00" f 4tii z co Z 4- CA Lu a II ELEVATION SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE ANCHOR LAYOUT SASH MAX. WIDTH 46.25" ELEVATION EDGE HEAD SIB. L O.C. CORNER ANCHOR TYKE TN57AL; A77ON Q7'PER SUBS RATE EMBEC)MPN7 1 i 1 DISTAN:E 0 f DISTANCE 0,C D15TANC-E ISTANCE DISTANCE TYPE -OCA SIN, JN, T' 8 WOOD ANCHOR FIN WOOD i 1,5 075 12 12 9 4 10D COMMON OR 1: FIN WOOD 15 075 12 9 4 GAUGE;OOFING NAIL 10 WOOD ANCHOR FLANGE WOOD 5 1 075 20 20 4 6i! sm V) m Z V) Qo z V) 3 ::E oin DWG #: PGW030 I SHEET; 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE! MASONRY d 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 4 STRUCTURAL GRADE— O.A, SILICONE BY OTHERS WINDOW HEIGHT — t EXTERIOR 1 O.A. WINDOW HEIGHT 3/4" MIN, EDGE DISTANCE 1 1/2" MIN EMBEDMENT 1/4' MAX. F SHIM SPACE 1 SEE GLAZING DETAILS TNTFPTnu VERTICAL SECTION 3 HEAD - 2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAIL STRUCTURAL GRADE SILICONE BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS u I rA---,, VERTICAL SECTION L 3 SILL - 2X W00D BUCK 4712 FLANGE MAX, SHIMSHIM SPACE INTERIOR I\ 1 1/2" MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH C HORIZONTAL SECTION 3 JAMB - 2X WOOD BUCK 4712 FLANGE 1/4" MAX, 1 112" MIN. i SHIM SPACE EMBEDMENT A INTERIOR 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATIION ANCHOR 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL 1 3/4" MIN. EDGE DISTANCE J SHEATHING--"- BY OTHERS 4( I EXTERIOR EXTERIOR FINISH Z BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O a WINDOW — WIDTH HORIZ0NTAL SECTION 3 J JAMB - 2X WOOD FRAME 4712 FLANGE PLY Cann 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: W-04.6348 FFX 540484-6683 a m m Oq Ua$ N w o apZ.,i NNoZq O X vo„ U'mqw mZqm . P 102o 10w p Z H wczm vH C H O q v J W d m w.0 m u a m _ 0 1 LL 4 3 Nugym. o a 1J 13 p 3 2= U Z O p U V; DWG #: PGW030 SHEET: 3 CF5] CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD SUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD SUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 0, A. WINDOW HEIGHT SEE GLAZING-/ DETAILI EXTERIOR 1/4" MAX, SHIM SPACE 3/4'MIN, EDGE DISTANCE I I/I" MIN, EMBEDMENT INTERIOR 2X WOOD SUCK BY OTHERS 10t) COMMON NAIL OR 11 #8 WOOD SCREW GAUGE ROOFING NAIL 'INSTALLATION ANCHOR INSTALLATION ANCHOR GLAZINGMAX. SEE GLAZI SHIM SPACE 11/2' MIN, DETATLI EMBEDMENT INTERIOR VERTICAL SECTION A%2X WOOD SUCKHEAD - 4712 FIN SEE GLAZING DETAIL 1 EXTERIOR \4 j INTERIOR O,A WINDOW HEIGHT 1/4" MAX SHIM SPACE PERIMETER CAULK i 3/4" MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH BY OTHERS 2X WOOD SUCK BY OTHERS—' Z#BWOODSCREW CAULK BETWEEN 1 '12" MIN INSTALLATION ANCHOR CONCRETE/ MA50NIZY & 2X EMBEDMENT WOOD SUCK BY OTHERS CONCRETE/ MASONRY VERTICAL SECTION BY OTHERS 2X WOOD SUCK4; SILL - 4712 FIN 1 4 SHEATHING - BY OTHERS EXTERIOR EXTERIOR FINISH. BY OTHERS PERIMETER CAULK LBYOTHERS 0,A, WINDOW WIDTH HORIZONTAL SECTION JAMS - 2X WOOD FRAME 4712 FIN JH VERTICAL SECTION MEETING RA;L PLY GEM 433 N. MAIN $7, PO SOX 559, ACCKY MOUNT, VA 24151 54C.484. 343 -X 540-484-6683 z z 02 lli Oy akaum Z o z n z - ti > o 1y:111119111111 V) m Z U) Z PGW030 BEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. ( } WINDOW HEIGHT 1 1/2" MIN. EMBEDMENT 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. I SHIM SPACE 1 3/4" MIN. c'DGE DISTANCE 2X WOOD BUCK BY OTHERS SOD COMMON NAIL OR 11 GAUGE ROOFING NAIL / INSTALLATION ANCHOR 1 112" MIN. j EMBEDMENT i 11 SHEATHING — BY OTHERS 1/4" MAX, SHIM SPACE INTERIOR SEE GLAZING DETAIL i EXTERIOR i SEE GLAZING 3/4" O.A. INSULATED DETAR 1 GLASS EXTERIOR FINISH By OTHERS t EXTERIOR INTERIOR PERIMETER CAULK DOW 1199 SILICONE BY OTHERS O.A. WINDOW j WIDTH I VERTICAL SECTION E j HORIZONTAL SECTION 5 HEAD - 2X WOOD BUCK S JAMB - 2X WOOD FRAME 4812 FIN 4812 FIN PLy GEm 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151' PH: 540484-6348 FX: 540-484-6683 mm ZO l it v n W M 4 n v1 O' I)>11 m m a N= a LL Q Ze rxQa C d m Z Q m p Q h O o 0 2 iQi a". D NDQ cHi j m Y a p 1/2" MIN, GLASS J 3/4" MIN. B"` EDGE DISTANCE CAULK BETWEEN O fr'" GLAZING DETAIL 1 INTERIOR 1/4"MAX CONCRETE/MASONRY d2X H H SHIM SPACE WOOD BUCK BY OTHERS v ATE' CONCRETE/ MASONRY W w SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY r BY OTHERS p DETAIL i WITH ASTM E 1300 GLASS CHART 2X WOOD BUCK REQUIREMENTS BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR INTERIOR O.A. z WINDOW HEIGHT ,• 1/4"MAX, 11/2'MIN. SHIM SPACE i».. EMBEDMENT t SEE GLAZING i DETAIL 1 "•—»— c `....w PERIMETER CAULK j 3/4' MIN EDGE BY OTHERS DISTANCE % EXTERIOR FINISH {j d -'•.:>-.i•••• EXTERIOR FINISH BY OTHERS 9 d EXTERIOR BY OTHERS 2X WOOD BUCK BY OTHERS a PERIMETER CAULK iy o1:41 Jl 11 CAULK BETWEEN I #8 WOOD SCREW f O.A. BY OTHERS ¢ p 1 2/2" MIN. SNSTALLATZON ANCHOR WINDOW p m = vUi Z CONCRETE/ MASONRY & 2X I"~'r— EMBEDMENT WIDTH 0 v WOOD BUCK BY OTHERS DWG #: CONCRETE/MASONRY VERTICAL SECTION HORIZONTAL SECTION P W 3 flBYOTHERS1— SILL - 2X WOOD BUCK JAMB - 2X WOOD BUCK E_ 4812 FIN 4812 FIN SHvtT: 5 OF 51 4 398 E Dania Beach Blvd. I f/ I BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com a Of Ply Gem Windows Single -Hung Window fior Florida Product Approval Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — A (Certificate) Windows Single -Hung Single -Hung Window Aluminum 6063-T5 Sec Sheet 4fin- Size Table Prepared For: Prepared by: Florida Prol'essional I_ngineer N 73778 Date: 04/15/2015 Contents: 1"'VaIL1,10011 Report Pages I - 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.19 18:53:28 -04'00' Hermes Norero, P.E. Florida No. 73778 BUILDING M u U m APerfect Solution inEvery Drop Certificate uvAuthorization: zys7x Product Category: Product Sub -Category: Compliance Method: Product Name: Ply Gem Windows State Product Approval Method (l)(a) 471Z/4812Single-Hung Window FL#FL14039 Date: 04/ 15/2015 Report No: 3050 Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL 4 73778) for Ply Gem Windows based on Method la of the State of Florida Product Approval, Florida Department of Business and w Professional Regulation Florida Building Commission. Hermes Noreo\P.E. does not have nor will acquire financial interest inthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. k This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions PGW029 provided by manufacturer for specific use parameters. Limits pfUse: l. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). J. Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into substrate material shall bebeyond wall dressing o/ stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and pdoes require an impact resistant covering. 4. Site conditions that deviate from the details of PGW029 require further engineering analysis by a licensed engineer or registered architect. ^ 5. See Installation Instructions P6VVO29for size and design pressure limitations. Hermes No/eno,PI. Florida No. 73778 C/\\) BUILDING N m'm— APerfect Solution inEvery Drop Certificate of Authorization: 29578 FLo:FL14039 Date: 04/ 15/2015 Report No: 3050 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute (FBC Organization WOUA1789). Performance Standards: The product described herein has been tested per: AAMA/VVDMA/[ 3Al0l/il2/A440'0S Data: l. Product Testing performed byNational Certified Testing Laboratories F8[Organization #T5T4744) Report N[TL 110'1]26l'2 Report Date: 08/14/10 Repo/t#:NCTL- l10-1]l59-1 Report Date: OO/l4/1O Report #:N[TL' 1lO'13lS9'2 Report Date:08/l4/l0 Report NCTL lIO' l326l'l Report Date0Q/14/10 Report#: NCTL ll8' I3264'l Report Dute:O8/2O/1O Report WNCTL'110- 13431-1 Report Date: lO/27/l0 2 Quality Assurance National Accreditation and Management Institute FB[Organization #: QUA1789) 4 Hermes Noneu\ P£ Florida No. 73778 A a a BUILDING DROPS Dattee Ft1: 04/15/25/2 Da4039015 A Perfect Solution in Every Drop Report No: 3050 Certificate of Authorization: 29575 Installation: 1. Approved anchor types and substrates areas follows: Flame Installation: Fin Installation: A. For concrete or masonry substrate where one by (f.X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. B. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For steel stud substrate, use #10 self -tapping type steel anchors of sufficient length to achieve 3 threads minimum engagement. A. For steel stud substrate, use #8 self -tapping type steel anchors of sufficient length to achieve 3 threads minimum engagement. Refer to manufacturer Installation Instructions PGW029 for anchor spacing and more details of the installation requirements. Design Pressure: OVERALL SIZE DP RATING MISSILE IMPACT PRODUCT WIDTH HEIGHT PST) RATING 4712FL 48" 83.93" 50 / -70 NOT RATED 4712FL 53" 72" 50 / -60 NOT RATED - 4712F 53" 72" I +50 / -60 NOT RATED 4712E 48" 83.93" 50 / -60 NOT RATED 4812F 48" 84" 50 / -60 NOT RATED 4812F 48" 96" 30 / -30 NOT RATED Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 Florida Bui)ding Code Online BCIS Home Log In User Registration Hot Topics dbpr k' Product Approval USER: Public User at1,, t t ,II"i, tti! Submit Surcharge Stats & Facts Application Detail Page I ol' 3 Publications FBC Staff BCIS Site Map Links Search FL # FL13540-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR 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 a Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) JELD- WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld- wen.com Kaede McLaughlin fbcl@jeld- wen.com JELD- WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld- wen ,com R SANExterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 a Equivalence of Product Standards Certified By Approved Testing Lab f P ri https:// www.floridabuiIding.org/pr/pr__app_dtl.aspx?param=wGEVXQwtDquynOPErOHMAIE2FJsURDFOy... 1/3/2017 NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: Nf 010116-114 PaLve 1 02/11/2010 10/12/2016 Structural JELD-WEN 1822-1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertifieation.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. Company: JELD-WEN 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen's "Energy Saver/Contour" Impact Rated Wood Edge 24 Gau to Steel Side llin ed Doors Test Report: SJW2009-199, SJW2009-199 Addendum (06/09/2014)/SJW2009- 200/SJW2010-001/W-1685/W-1695/W-1788 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jarnbs consisted of finger -jointed pine wood head and jamb members. The frame jambs were milled and _joined to the frame head using a rabbet joint and four (4) 1.6 mrn x I I tnm x 51 nim (16 GA x 0.483" x 2") staples per corner. The frame sill was square cut, sealed with a foam gasket and joined at each end to the frame jambs using three (3) 1.6 mrn x I 1 mrn x 51 mm (16 GA x 0.483" x 2") staples through the jamb and one 1) 4.2 mm x 51 mm (#8 x 2) flat head screw through the sill per corner. 1.2 Door Leaf Construction: Each door leaf consisted ofa 0.71 nim (0.028") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The door leaf face sheets were glued to the core and laminated veneer lumber (I,VL) stiles and top rail. 1.3 Side-Lite Construction: Each side-lite consisted of a 0.53 rnrn (0.021") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The side-lite leaf face sheets were glued to the core and laminated veneer lumber (1,VL) stiles and top rail. National Acereditatiotr & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL(804) 684-5124 FAX(804) 684-5122 Certification No.: NU01m&00-1114 Page 1.4 Glazing (where used) Sidelites-ThemeraUiosti|ating glass unit comprised oftwo (2)panes nf 3. 2 mill (l|25`) xnuuioai k:nV`crcd glass. Fransoun- lhcoverall insulating glass unit was comprised of two (2)panes 1.5 Mullions: The |onoinakz|veneer lumber (LVi) integral mullion was xniUo] uieach end and bmienu] to the head and sill using three (3)4.2 xmnn x 64 nnxn <#8 x 2.5`1 flat head screws. The combination mullion consisted of finger -jointed wood frame head of the OXO SHDjoined with fingerjoiniod wood frame sill o[ ibufixed |runuomn.Thcmullion-joint vvumhns1cncdou1ho interior and exterior sides using one (|) 27mill x 13 noon x0.84 min (|.O63" xO.5" x,25GA) corrugated nail a{approximately 5|mill (2"),|52mill (6^`), Section 2: Registered Suppliers 2.1 Door Lites: 0UL 2,2 Astragal: Global 2.3 Sills: ()ut- Svvino/+\[C[)Model |(7TD973 ut-Svvioo'A[C()Model j-2297 In' Swing-CnduruZAlLP50YVM[|2U In -Swing -AK'() A- 276 (In -swing single door only) 2/4 Hardware: KmiksetLock Serics40m See additional Pages oC[cniUoxdox kvCortiUud Product Line Nutrius)mnd Installation Details. If you have any questions regarding this certification, please contact NAMI at (804) 684-5 124, National Acei-editation & Management Institute, Inc. 4794George Washington MemmduJBigh*uy,Y{uywx VA 23072 NOTICE OF PRODUCT CERTIFICATION Company. JELD-WEN Certification No.: N 10 10 116.01 -R3 Page 3 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls, OR 97601 Expiration Date: 12/31/2026 Revision Date: 10/12/2016 Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side -Hinged Doors w/ or w/o Side-Lites or w/ or w/o Transom (w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/EI996-05b To verjfv that the "Notice of Product Certification" is valid, please visit wvvw.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAM I approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if anv corrections are reouired to this document. Inswing Glazed Design Water Test Missile Test Report Number I i Configuration or or Maximum Pressure Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg (psf) Rated Comments X US Opaque 3'2 x 6' 10" -55-55 psf 0.0 psf Yes SJW2009-200'SJW2009-199iSJW2009-199 Addendurn Single Wind Zone 4 (0t);09;/2014) TLR 2947;w- 1 685W- 1695, W- 1788 Missile L,,kel D Max Panel S ize:_ -0. 'x0'-1- Anchor Details: JW I 62009---- - (1-16)AO 112 71 X O/S Opaque 3'2" x 69" 0.0 psf Yes SJW2009-200;SJW2009-199iSJW2009-199 Addendurn Single Wind Zone 4 (06`09!2014)TI R 2947 W-1685,w- 1695,w-1788 Missile Leue1 D Max Panel Size: ' '0" x 6'7'* Anchor Details: JW1620(_Y9(1-16) A01 1271 XX I/S Opaque 6 121 x 6' 10" -55,-S5 psf 0.0 psf Yes SjW2009-200,SJW2004)-199,SJW'-)009-19k) Addendurn Wind Zone 4 (06/09,2014), PER 2947 -1685,W-1695,W-1 Missile D Max Panel Size: Double 1 "0" x ()'7" Anchor Details: JW I 620N046L,,,A0jj27/ I JW2009 XXO/S Opaque 6'?-" x 6'9" -54;,-55 ps' 0.0 psf Yes SJW2009-20()/S - 199'SJW2009-199 AddendUrn Wind Zene 4 (06,'091,2014), PER 2947/W- I 6,S5,V- 1695, W- 178S Double Missile Level DMax Panel Size: 30-x 07- Anchor Details: 3WI62009(1-16) /A(Jl 1271 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Haves, VA 23072 Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Certification No.: 3737 Lakeport Boulevard Certification Date: Klamath Falls, OR 97601 Expiration Date: Revision Date: N10101 16.02-114 Page 4 02/11/2010 12/31/2026 10/12/2016 Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side -Hinged Doors w/ or w/o Side -Liter or w/ or w/o Transom (w/Wood Frame unless noted) Specifications: ASTNI E283-04IE330-02/E331-00/AAMA 1304-02/ASTM E1886-05/EI996-05b To verifv that the -Notice of Product Certification" is valid, please visit wxv-w.NAM1Certification.corn to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please revielkA, and advise NAMI if any corrections are required to this document. Inswing Glazed Design j Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg pst) Rated Comments X/XO US or Door-Opaquc 1 4'3" x 6'10" 55-55 psl' 0.0 psf Door -Yes SJW2009-200SJW2009-1()9rSJW200l)-199 Addendum Single w/Sidelite O/S Sidelite-Glazed Wind Zone 4 Sidelite-No 06/K'2014) TER2947, W-1 6,S5,AV- 1695 W- I 788 Missile Level D Max Panel Size: 3'0" x 07" Sidelite DLO: 7" x 63" Glazing 16-PS-1cinpered Glass Anchor Details: JW 162009(1-16) rAOI 1271 OX0 II/S or Door -Opaque 5'5" x 6' 10" 55,--;5 Psf 0.0 psf Door -Yes SJW2009-200iSJW2009-199,SJW2009-199 Addenclurn Single w/Sidelites O/S Sidelite-Glazed Wind Zone 4 Sidelite-No ti)6:09,2014) `PER 2947AV- 1685, W- 1695 W- 1788 Missile Level D f Max Panel Size: 67- Sidefite DLO: 7" x 635" Glazing: 16- 1 IX"Tempered Glass i Anchor Details: JW162009(1-16) ,A,01 1271 O/X 7USor Door -Opaque 3'2" x T] 1" 55 55 psf 0.0 psf Door -Yes SJW2009-200/'SJW2009-199'SJW2009-199 Addendum Single w/Transorn O/S Sidelite-Glazed Win L., d- 4 Sidelite-No 06'09:2014) 'PER 2947;W-1 685W-1695 W-1 7,30 Missile L.evcl 1) Max Panel Size: 3'0x 67' Sidelite DLO: 7" x 63" Glazing: 16-1 X' Tempered Glass Anchor Details: JWl62009(l-l6)`AO 1 1-171 O/ OXO US or Door -Opaque 55" x 7 55;-55 psf 0.0 psf Door -Yes SJIA2009-200,SJW2009-199.,SJW2009-199 Addendum Sin - le w/Sidelites O/S Sidelite-Glazed Wind Zone 4 i Sidelite-No 06/09,'2014) PER 294TW-16851W-1695W-170 Transom Transom -Gazed Missile Le%el 1) Transom - No Max Panel Size: 3*0*'x 67" sidelite D1,0: 7" x 63" Glazing 1&1118-Tcrnpercd Glass AnchorDetails: jW162009(1-16) A011271 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Haves, VA 23072 Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: JELDIVENo CONTOURS STEEL _DOOR WOOD EDGE 6-0 X 6-8 I[= & 5-4 X 8-0 (OOXO) 1, THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TOASTM E330-02 E331-00 E283-64,E1886-O5,E1996-05b&AAMA1304-02, SINGLE AND DOUBLE DOOR SYSTEMS PASSVVINDZONE flWD) 4 RATING. DOOR SYSTEMS HAVING SIDELITE,,TRANSOM COMBINATIONS PATE AT WINDZONE (WD) 3 NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. 2, 2X AND X WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3 PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, FOR DESIGN PRESSURE RATING SEE TABLE 1. SHEET 1. 5, SCALE BASED ON 11 x 17 SHEET SIZE. 6, ALL IX & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER, 7, FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. 8 PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS 1,0, DOOR LEAF CONSTRUCTION THE FACE SHEETS ARE GLUED TO SUBSTRATE WITH LIVID ADHESIVE CORE DESIGN, THE CORE CONSISTS OF 1-1,25 POUND DENSITY EXPANDED POLYSTYRENE OEPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE L021" MIN) GALVANIZED STEEL. THE AVERAGE MIN YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40,300 psi, THE FACE SHEETS ARE BENT 90' OVER THE 1 688'X 1 0' LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIIL THE 1 688" X I 203'BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (018" MIN) STEEL THE LOCK BLOCK IS 1 688' X 3 118' X 12" FINGER JOINTED PINE SIDELITE CONSTRUCTION EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL. NCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK INSULATED GLAZING CONSISTS OF TY40 0 125' TEMPERED GLASS PANES SEPARATED BY A 0 75'AiR SPACE. FRAME CONSTRUCTION THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD, THEHEOUTSWING -SILL ISCOMPRISEDOF COMPOSITE MATERIAL WITH ALUMINUM CLADDING THE INSWING SILL IS COMPRiSED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED. BUTTED. SEALED USING SILICONE AND FASTENED USING THREE 16 GA 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 PH WOOD SCREW IN EACH SILLJAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUT -TEE), SEALED USING SILICONE AND FASTENED USING FOUR 16 GA 7!16"X 2" LONG STAPLES AND ONE #8X2 PH WOOD SCREW PER CORNER. INSWING UNITS WITH A GLOBAL ASTRAGAL ATTACHED TO THE INACTIVE PANEL HAVE A 7/16'HOLE DRILLED AT THE CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE APLAST;C RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWING UNITS WITH AN INACTIVE PANEL, TAKE A V2'HOLE AT THE CENTER OF THE SILL AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2-12'SCREl/VS TO RECEIVE THE BOTTOM ASTRAGAL BOLT, INSWING AND OUTSWING UNITS TAKE A 1112"HOLE AT THE CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2 1/2' SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE, TRANSOM FRAME CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OF LAMINATED VENEER LUMBER (LVL). T HE FRAME CORNERS ARE JOINED USING RABBET 74" MAX, OVERALL FRAME WIDTH 72 1/4" MAX. PANEL WIDTH 36 31i8" WITH ASTRAGAL 25) x 2 NOTE INACTIVE ACTIVEJ A ' B ASTRAGAL DOUBLE UNIT (XX) NOTE INSWING IMPACT) z x NOTE 2 < TABLE 1 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR WITH & WITHOUT DOUBLE DOOR SIDELITE( S) AND/OR TRANSOM I WfO SIDLITE OR TRANSOM I INSWING POSITIVE + 55 -55 NEGATIVE - 55 55 POSITIVE + 55 +55 OUTSWING NEGATIVE E -55 -55 JOINTS. SILICONE SEALANT AND FOUR 16GA X 7/16"X 2" LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TO DOORtSIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES, I"X 1/2' CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTI- OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 716" X 2' STAPLES - TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF I 78" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 7116"AIR CAP NOTES: 1- ALL VIEWS FROM INTERIOR. 2- MASONRY AND CONCRETE CONSTRUCTkOmso,, SF N, Iy . 9-d by H-,-, E Nor m RE, 12?31109 71772 201411111004.34 05 Of, 4__ - - Dl-, 3,G,LUGBEC 1TJ STAFF OF LL, S. FREY JW162009 x 64 V2" MAX 20 OVERALL WIDTH 58 112" MAX, D.L.O. C Q 7,A_7) NOTE 2 2 I 2 7 ---- ---- - V 6 Z 6 tu M NOTE 2 W NOTE 2 7- MAX DLO A B NOTE 2"' 4=45 NOTE 2 12"MAX PANEL WIDTH 35 3;4' MAX 1 PANEL WIDTH TYR L—MULL POST TRH JNIT (OIOXO) INSWING IMPACT DOOR WITH NON IMPACT SIDELITES & TRANSOM) 64 /2" MAX O.V.A WIDTH 51"MAX 35 3;4'MAX OVERALL WIDTH PANEL WIDTH 261 CC 0' T 2 5 U) 7; A L) Q cc z 0 d LU LL CV 6 fE Z co Lu Y 7: 00 ul Lu Z. 1 -1 wz x 6 17 NOTE 2 7 77 Os 2 NOTE 2NOTE NOTE 2N 2i U-) x NOTE 2 x LIJ zi co 7DMAX. 7 MAX, MULL POST L MULL POST Ob< z Q NOTE 2 4 12'P0AX, PANE' WIDTH NOTE 2 A L < TRI UNIT (OXO) TDOORWITH yp 2" MAX __ 4 PANEL WIDTH NOTE 2 355 34"MAX c7z uj t IINSWINGIMPACT PANEL WIDTH 4; X z X NON -IMPACT SIDEUTES) rr 37 V2"MAX O.V.A. FRAME WIDTH DUAL UNIT tOX) INSWING IMPACT DOOR WITH NON -IMPACT SIDELITE) z of 26 Q Lu z Z: FIJ Lu uj c 9_7 z 7 x tL7 1_77' 6 B 0 x ti NOTE 2 fNOTE 2 NOTES: 1 - ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE ONSTRt F 7SNnqo D- 12,13 1 )09 A `.NNo, 7377 3OTE2 44 M'Z LUBBECKE 35 14" MAX, STATE OF FREYPANELWIDTHS SINCLE JNIT IX) J,V 162009 INSWING IMPACT) 16 I?em DESCRIPTION Matenai i d 37 1'2" MAX O.V.A.;31NGE JAl+B 14 4 X a 9i16 FINGERJOINTED PINE PINE E"' FRAME SNIDTH 2 HEAD ,FMB (1 1 4 X 916 FINGERJOINTED PINE) PINE 1J2" MAX, D,L.-f.> S-p- 3 LATCH JAMS II -I 4 X 4 9'1a FINGER,OINTED PINE PINE 31 4 SIDELI : E JAMB .- ;4' X 4-9t16 FINGER,;OJNTED PINE, PINE 5 10 PHILLIPS FLATHEAD WOOD SCRE'Aw WITH 1 '_,2T MIN. EMBEDMENT STEEL D nv 6 4" X 4' BUTT HINGE 12GA. f,089" MIN] STEEL 1.0 J.. J PHILLIPS FLATHEAD'AOOD SCREWSTEEL p 0) NOTE 2 8 910 X 1 1!2' PHILLIPS FLATHEAD WOOD SCREW STEEL Li I R 3i16 ITW BUILDEX TAPCON INITH 1 1,4 MIN EMBEDMEN'" STEEL 03 COMPRESSION WEATHERSTRIP FOAM y rlcc I11JNS,dNG THRESHOLD ENDURA MOODDEL ZAILP5614MF120 6063-TS,COMP. ALUMINUM i Z 0 12 8 X 2 12 PHILLIPS FLAT HEAD WOODSCREW _ STEEL CL LutL E 6 I 1 13 EXTRUDED ASTRAL L G:.OBAL1 5463-T6AL ALUMINUM US Y S co 14 NOT USED Q Q v 2 ( 25 a _ i5 SIDE JTE SEA . Z60 SERIES (ENDURA' VINYL 1^_ TOP ftAS LAE;, BEN, ER LUMB R VLi LVL co 1 19 BOTTOMRAIL 25GA. {3 018 ) GALVANIZED STEEL STEEL M Y 4- Li Ile_ j x 18 HINGE SIDE STILE LAMINATED VENEERLUMBER R (LVL) LVL n 19 LATCH SIDE STILE LAMINATED VENEER LUMBER fLVLJ LVL X cs 2G LOCK BLOCK 1-11i16" X 3-1;8' X 12 FINGERJOINTED PINE TREATED PINE w J 21 ODLLIP- LITE FRAME ___ _ PLAS`f1C w w NOTE 2 :NOTE 2 22 1" G.V.A. INSULATED TEMPERED GLASS GLASS Lu o X 2316Ga. 7,16' CROWN X 2' LONG STAPLES STEEL a z 24 CORRUGATED NAIL V2" X 1-1t16' 25 GA. STEEL s a 25 KWIKSET LOCK SERIES A00 STEEL Q .,. 26 KWIKSET DEADBOLT SERIES 660 STEEL O c z w t 3 27 6 X 2" PHILLIPS FLATHEAD'INOOD SCREW STEEL 3: 28 2X MOOD BECK GRADE 2 SDI ITHERN YELLOW PINE WOOD X CD 4 NOTE 2 29 VON -COMPRESSION SHIM 1ArJOD X g FL z O 30 EXPANDED POLYSTYRENE ('. G TO 1,25 PCI DENSITY) NIFG BY JELD-WEN FOAM O m! m 35 3,4' MAX' PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL 24 GA GALVANIZED} FIBERGLASS D o < A-525 COP. IMERCIAL QUALITY 0.025 MIN_ THICK,? I z SINGLE UNIT ( O/ X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL z 0,4 NINSVAINGIMPACT DOOR WITH 33 CORNER PADS 2 LOCATED AT THE BOTTOM CF EACH JAMB LEG FOAM NON -IMPACT TRANSOM) SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP 34 h OUTS` XING THRESHOLD AFCO MODEL 117TH973 6063-TS.00MPOSITE ALUMINUM 3I o v z 35 MULLPOST. EDGE GLUED FINGERJOINTED PINE PINE 36 3l8' ROUNDED SCOTIA PLASTIC 4 Z L 37 SILICONE BEAD DOW 1199 SILICONE 38 AMS,-114" X41r2FINGERJOINTEDPINE LVR. i 'sue L'tit 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM q0 ASTRAGAL BOLT 0.313 DIA. STEEL_ L) 0 :- f p u1wJU 41 OPTIONAL1XWOODBUCK GRADE 2 SOUTHERN YELLOW PINE HOOD uj u z o s 42 1 V16 O.V. A INSULATED 118" ANNEALED GLASS GLASS r 43 1" STEEL BRAD STEEL v 44 ALUMINUM GLAZING SPACER ALiSEA'--_ ENT 44 G GLAZINCLIP CELLULAR PVC! NOTES: 1- ALL VIEWS FROM INTERIOR. Q1 E otcv G' 46 SASH CELLULAR PVC 2 - 0. 1ASONRY AND CONCRETE flNSTR IIII)JJJC JJJii f j i0( ma47 STRIKE PLATE.GLOBALI STEEL T?L`i I , S N F o 46 DEAD BOLT BACKPLATE (SINGLE DOOR SYSTEMS ONLr STEEL 4'9 BOTTOM ASTRAGAL INSERT PLUG { GLOBAL', PLAS IC GLUBBECKE o STATE OF T S- FREY RS - it, ecC f7R k43A U I- MIN —I' MIN. NOTE I MINI- MIN. 1" MIN E I ziNOT I'MIN 28 41; 1" MIN 1" MIN m4128 v I NOTE INOTE21 NOTE 2 x iI - ' 2415 LL ( 28 41 15 29 29) 29', 2 433638) Z x SEE DETAIL A Lu E X 1 SHEET 15 1, 37 O < 42, LuSEEDETAILA SHEET 15 'm 1-0 11/16"0 A. 2 Lu < z SEE DETAI: - A 10 x SEE DETAIL A SHEET 15 I iN Sl iEE TI '51 '45 i 46 > < W, Lj 1: x w z xw x 28 411 1 112" SEE NOTE 1 MIN. 5; MIN 1- MIN A VERTICAL CROSS DOOR TYR 41) WOOD FRAME INSTALLATION 1" MIN 1'MIN NOTE I 1- MIN 28 41 37 444' 3 (37 2 N 2 u_ I01 Lu ZE1 Lui tt LD 0 CL x xi C30_ x z: ujz cl 31 17 x 31 Ix E lam. O 32 2 2:8 41 1 1/2" MIN, cc 3EE NOTE 1SEE miLu C5Y-1 1- MINI 1" MIN I MIN, VERTICAL CROSS SECTION, DOOR/TRANSOMTYP, l VERTICAL CRC t 4 WOOD FRAME INSTALLATION MASONRY AND 1" MIN NOTE I- IX MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, INTO MASONRY CONCRETE, OR1"MIN MIN, WOOD IS MAINTAINED. VERTICAL CROSS SECTION. DOOR TYP NOTE 2- OPTIONALLY, ANCHOR CAN BE PLACED IMASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB z 0 X00 z X Z Z0 z 12/31/0° G LUBBECKE S FREY YAJI62009 s-E- 4 NOTE 1 - 1" MINm3" --- 1" x v MIN ( v M}N, - -j MIN NOTE ? . AA1N. 1" MiN 5; / 28 / .- Z 1" AdiN 3i r241) m .,.-. 1" MIN. NOTE 1 a , - 1" P,91N NOTE 1 r t 2 ' q w 1" MIN 28 41 ' 1" MIN , 28 41 ate' i z (5 r o 29T / r 29 363 > CL J !I !} 91) m O SEE DETAIL A _ .' cr q SHEET 15 37- r c? UJ i Xq z 33 / 36 43 '} r S£E DETAIL A 2 1 Z O Q J z 2 S S2 SHEET 15 31' Z LU c4 a / 3"'7ti1- 1 SEEDETAILA ' 'Y 2 x z 37 a2 > i w SHEET 15 / 36 i Q Q a SEE DETAIL A A-Z1 x w 31Y1116" OA. < (1g j 37 J i p r, x 4 SHEET 751 Q Z '.,,_./ -r 'ti/ 37 A`-5 40 i / r-' G a (-Y 31 'J Y a. x t T wi y 30 x. v x, uj Jj u 3 SEE DETAIL A 1" O A-- j3w'': O w( cr O w 4 u O 38rqSHEET 12 _ t-. m w 1., O.A-j, ; _.-- =1 G9 L3 O O V' .J..tZipSEEDETAILAwOQq36 G3 , 2 2D-; o _-SHEET 22% z ' c cr 37 ` i / Y 36 Y 43 ;21 Q w 31 q ram- c(no, o17 ap ( / 3-11 ' 76b T C a C9 iZ tY - z n! x 2 30) a x rj / } , T m z z 37 --'36 '`7 ,.,, tip Q (O Z y Z SEE DETAIL A ` 2p ml 3 cI © z SH££ 7 32 1" O.A.- - r- a E O 22 5 q . z 1" O A- 15 f p SEE DETAIL A ,. - m 3 SHEET 72 r 21 9t2" 2r2, { <zzMIN, a 21 ` SEE NOTE EMB. - e _ W v IOw Z q 1' MIN v E I- OLn t 3 - / t7 1" MIN i- 1" MIN. -# --- 1" MIN i VERTICAL CROSS SECTION SIDELITE TYP,. YERTiCAL CROSS S£CT}ON SIDEL37£ TYP,, 5 WOOD FRAME INSTALLATION"' A'A60NRY AND CONCRETE INSTALLAT}ON s 3s 37 Jt 37 ' _/ l wl 2 NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR 15 j7 EMBEDMENT DEPTH, INTO MASONRY, CONCRETE. OR WOOD IS 11 111 MAINTAINED. F 4 28 I 1 1t2, , fT 1S' 7 1 x , u: f \ 2t31,39 SEE NOTE I\"- MIN. p- Z k O - Q a EMB. 1 _ Na, 77 s 3 = 1, i - P G. LUBBECKE 3 1" MIN f k_x - 1 STATE OF .i r S_ FREY E 1"MIN f- 1 IMIN -; 1" MIN ^.(, kv'Sie G'v : c.,m_"o i r VERTICALCROSS SECTION SiDEL1TE (TRANSOM TYP. S VERT`rCN CROSS SEC s 34N SID£L7TE /TRANSOM TYP, >k}`pSi r v' YJ162`169 iVOOD FRAME INSTALLATION i 4 MASONRY AND CONCRETE INSTALLATION t ,i#.itt t ns=s = r '6 1!4'MAX, SHIM THK, I 1 1 112" 1:4" 1 __. L - MIN, EMS, SEE DETAIL A CD 1 SEEcDMIN EMB, QI SHEET 15 NOTEA28SEE NOTE 3fk 1,;4"MAX. SHIM I 1"MJN. > THK,- 1 }41 0 SEE DETAIL A SHEET; is 1"MIN. 1" MINO b z o co 0- z LL INTERIOR 300 5_ 10 L;j Z LIJ LLJt7: 00 3)1 00 ACTIVE INZ I INTERIOR I , 6 _ j INACTIVE to) MIN z 29, 128 4'SEE NOTE 4 2 < CROSS SECTION CL A ',HORIZONTAL CROSS SECTION HORIZONTAL INTERIOR 29' VIEW AT DOOR LATCH/SIDE JAMB WATASTRAGAL076I,WOOD INSTALL) 114" MAX, HORIZONTAL ROSS SECTIONI_ 1 i4" MAX VIEW AT DOOR HINGEISIDE JAMB SHIM THK. SHIM TI&AK. SEE DETAIL A z MASONRYANDCONCRETEINSTALL) 1 112" MINEMSSEE DETAIL A MIN. EMS SHEET 15 LU 0uju SHEET 15 cxl MIN EMS C) V) I" MIN C49SEE NOTE 4 3 31 30 5< U) 1 /4' MAX, 18, 12 _ 2' 3 2o 0 SHIM THK. x tj u8 I SEE DETAIL A z Y 7Z 01'MIN I" MIN /- SHEET15 MIN twitO-Z X uj NEI 12 SEE NOTE 2 10 z INTERIOR 3 ",IN ci A, n_ 7INTERIORg364" SEE NOTE4 (2D8 4ISEE(41)(28 ,2 1" MIN + NOTE 4 z HORIZONTAL CROSS SECTION SECTION HORIZONTAL CROSS SEC ATFIXEDPANEL/SIDE JAMB 0 1 0 _6_/ VjEVIlVIEWAT DOOR HINGE/SIDE JAMB (b, (WOOD INSTALL) -7 3 INTERIOR >- WOOD INSTALL) 7 L -1-11-- clY NOTES m1; 1 1 1/ 4" 1, FOR ANCHOR SPACING, SEE SHEETS 13 14 4* MAX, _7_Lu__ MIN, EMS & is, 1 0, j HORIZONTAL CROSS SECTION SHIMTHK-I f- i zo 1 1!4' 2. SPACING FOR ITEM #12 FROM TOP DOWN SEE DETAIL A -I VIEW AT DOORHINGE/SIDE JAMB z MIN EMS 1 4' MAX. SHIM THK. 1 2 < MASONRY AND CONCRETE INSTALL) 6". 28-, 50--, 73- SHEET 15 z 7Lu) SEE DETAIL A /7Z3, ASTRAGAL SCREW SPACING FOR ITEM, #2 SHEET 15 1 i4- MAX SHIM THK -1 / i z FROM TOP DOWN: 4" 3--, 20", 24-l", 54-l", 59" z (3-7 0 MIN EMS. Lulu 3,; SEE DETAIL A1112" 45 3&, ( q--,) 75-21*'& 78,,". 8" E SHEET 15 i 4, 1X BUCK MAY BE UTILIZED AS AN OPTION Q21, 21 AS LONG AS MIN. ANCHOR EMBEDMENT T' DEPTH. INTO MASONRY CONCRETE OR WOOD, IS MAINTAINED. z 8 5. TAPCON { ITEM # 9) ANCHOR SPACING SAME z 242 N z AS WOOD ANCHOR (ITEM#5) SPACING. Io cv < INTERIOR 6, OPTIONALLY, ANCHORCAN q4IRIA1149 IN NARROW SECTION' OF Hf ef3 fA INNTERIOR OTE 2 1106k3SEEN123643SEENOTE 4 SEE NOTE 2,1209SEENOTE12 SEE NOTE 2 INTERIOR 3' = 1' 9 C28 041/SEENOTE4HORIZONTALCROSSSECTIONNa",, 3 7 f - -- - ------- -- VIEW AT FIXED PANEUSIDE JAMB -,-' I b-, 934' .LUBSECKE iMASONRY AND CONCRETE INSTALL) 7:- STATIE OF S FREY jl0RIZONLALCKSSSj;CTIQN 6 IVIEWAT FIXED PANELISIDE JAMB H HORIZONTAL CROSS SECTION fMASONRY AND CONCRETE INSTALL) 6 J,AEVi AT FIXED PANELISIDE JAMB IWOOD INSTALL) 16 EIOR 2 HORIZONTAL CROSS SECTION VIEW AT HINGED PANEUSIDE LITE AT MULLION 1_' 14"MAX 1 112" 1 SHIM 7HK. MIN EMS SEE DETAIL A SHEET 15 03 9 25231 2l- z z y z LLJ Lu %51 INTERIOR SEE NOTE 4 28 HORIZONTAL CROSS SECTION VIEW AT DI GOP LATCHrSIDE JM,13A fWOOD INSTALL) 1 11414IN, _ I EMB TYP Z z z B", HORIZONTAL CROSS SECTION 7 / VIEW AT FIXED PANEUDOOR LATCH AT MULLION NOTE 14" MAX SHIM THK. TYP. SEE DETAIL A-, (3-8) SHEET 15 t\1 LNTERIQR 21 1 NOTE 4 HORIZONTAL CROSS SECTION VIEW AT FIXED TRANSOM MASONRY AND CONCRETE INSTALL) 1,4" MAX SEE DETAIL A SHIM THK. SHEET 15 3' zzu-, _ ;z: z t481 22 03() 30' SEE NOTE 4(2 F'HORIZONTAL CROSS SECTION 7,/j VIEW AT DOOR LATCH-SJDE JAMB IMASONRY AND CONCRETE INSTALL IA'MAX I — SHIM THK. TYP. Yp- SEE BETEMB. T All A SHEET 15 Lfl 1421 X" coz0 < LL Z LLI co Lij co 7SE E, 341 8' 2; g4- _:I) 3: < < j NOTE 4 SEE NOTE 4 v) < HORIZONTAL CROSS SECTION Lu cl- VIEW AT FIXED TRANSOM WOOD INSTALL) NOTES w z 1. FOR ANCHOR SPACING. SEE SHEETS 13.14 41 2. SPACING FOR ITEM #12 FROM TOP DOWN 00 < 6', 28,A". 50-s", 73-4 . 03. ASTRAGAL SCREW SPACING FOR ITEM #27 FROM TOP DOWN3-7", 20", 24-f 54--', 59" G z 75-" & 78—' 4. 1X BUCK MAY BE UTILIZED AS AN OPTION z Lu X 0 AS LONG AS MIN, ANCHOR EMBEDMENT x a5 L4 DEPTH, INTO MASONRY. CONCRETE. OR 06' 0 VJOOD, IS MAINTAINED 5, TAPCON (ITEM #9) ANCHOR SPACING SAME AS WOOD ANCHOR {(TEM #5) SPACING. z C) 6. OPTIONALLY, ANCHOR CAN BE PLACED IN 0 ai NARROW SECTION OF HEAD OR JAMB 1- MIN t ANPAIN EMB 14, 1141%, F%is' 1 4"MAX Y ' D a34 SHIMTHK_ SEE DETAIL A SHEET 1 5 OPTIONAL MASONRY AND CONCRETE INSTALLATION FORHEADERS AND JAMES J111", SEE NOTE 5 & 6. THIS PAGE '%c, F1111Ai- No 73778 DIG ;5G. LUBBECKE STATE OF Z S. FREY 44/ JW16209 E- 7 ' 0- 16 74" MAX. OVERALL FRAME WIDTH 72 114' MAX. PANEL WIDTH ----------- -d 36 3/8" WITH ASTRAGAL iii < z 11wl NOTE 21 ASTRAGAL —/ DOUBLE UNIT IXX) OUTSWING IMPACT 5 " MAX OVERALL WIDTH NOTE 2 LU X Z < 7 e a. NOTE 2 NOTE 2 x 7' MAX MULL POST D L NOTE 2 12" MAX NOTE 2 PANEL WIDTH 353I4"MAX PAN EL VV I D, H DUAL UNIT IOX,, WIPACT DOOR AITHOUTSVVING NON IMPACT SIDELITE, R6, IQ uj cj < NOTE 2 i 7" MAX. D,L,O, 26 z x NOTE 2 64 112"MAX O.V.A WIDTH 35 3/4"MAX PANEL WIDTH uj 7 rB tv > NOTE 2 x I MULL POST A NOTE 2 =912"' AAX, NOTE2PANEL WIDTH TRI UNIT IOXO) IMPACT DOOR WTH NON- WIPACT SIDELITES) 37 112' MAX 0 V A FRAMEVVIDTH 31 1 .2' MAX D L 0 12 z Lu Z' 0 x NOTE 2 NOTE 2 NOTE Z 97,9_1 35 3!4- MAX PANEL' PMDTH SINGLE UNIT IO,'X CUTSVANG IMPACT DOOR WTH, NON - IMPACT TRANSOM} x 0 64 1112"MAX ci OVERALL WIDTH2 58 1!2" MAX. D.L.O. UF" c C7 1 NOTE 2) 6 an 12 V F z x 7 H x a. NOTE 2 I77- B x NOTE 2 117MULLI L ox' POST jlj NOTE 2' NOTE 2 t 35 14" MAX 12" MAX PANEL WIDTH 37 1,2- MAX O.V.A. PANEL WIDTH FRAME WIDTH TRi UNIT ;O/OXO) IOUTSWING AIPACT DOOR WTH NON - IMPACT SIDELITE & TRANSOM) Lu 19- 7 x NOTE 2 NOTE 2-y ')(p 35 3/4" MAX, PANEL WIDTH SINGLE UNIT (X) 0 1UTSWING IMPACT NOTES 1 - ALL VIEWS FROM EXTERIOR. 2- MASONRY AND CONCP,Tt"I!ft CTION F N "I'll, I 1=1<10 Z 12/31109 Niq 7 778 112' = 1' E LUBBECKE STATE OF S. FREY A cl'oq JV4162009 MINNOTE2 X LL; SEE DETAIL A SHEET 15 MIN, NOTE I 2 uj X SEE DETAIL A SHEET 15 X wz a x 2 31 17 1 tic) I'L4 39 I' MIN LLJ VERTICAL CROSS SECTION, DOOR TYP- 1. 9 v%'OOD FRAME INSTALLATION MIN NOTE 1 1"MIN MIN NOTE 1; x c 2 MIN. ,—I'MIN NOTE I Lj 1'MIN Y' 211 4M2841) 1N CM 228 28 4z 5 29; 29 36 32 Zi SEE DETAIL A LD W 2: SHEET 15 1,37 7 1 ill; i 0 A, 37 0 Zu LuZ m uj 0- SEE DETAIL A A. x < SHEET 15 X i 45 z x46, ZE < 37 x < 1 41 45 < 46' 8 11 1-7 38 2 T 2 Lj 16 oy W Lxz (D ul 61 Z( x LL 31 ujz X17xi 1 z0- x < C l < lo Lwl 7x Lul Li z 3439 'i 30-4309 28Y, MIN, I" MIN 8 1 VERTICAL CROSS SECTION DOOR_:[Yf!, 9:7MASONRY AND CONCRETE INSTALLATION SEE NOTE LU MIN 1" MIN MIN MIN, D" VERTiCALCROSS S TJ N D RITRANSOM TYP 7 VERTICAL. MASONRY AND CONCRETE INSTALLATION WOOD FRAME INSTALLATION r- fvo NOTE 1- 1 X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR ENABEOMENT DEPTH. INTO MASONRY, CONCRETE, OR WOOD IS MAINTAINED. NOTE 2- OPTIONALLY, ANCHOR CAN BE PLACED IN NARROIAI SECTION OF HEAD OF JAMB. C'F Na, 7177$ sr, LUBBECKE S. FREY itN162009 m -* 1" MIN MOTE 1 1 — - - 1"MIN ------ - MIN, x v *" MIN a - MiN NOTE 1 m - MIN. 1" MIN a - _ Lu 28 41 M]N j 9 28 41 tn--i---? 1" MIN. NOTE I w 1"MIN NOTE 1 z 1'_MIN 28 4t' Z 7" MIN 9 G241 z, { a /" 5 _ rI t r 2y , 4 rn 29 n -> CC r38 a 43 1 } r i / + n ! / , 29) O SEE DETAIL A ------- x`y _ SHEET 15 37 ( q - Q ( 38 i 36 43 i SEE DETAIL A / 2 i z O < c> uz i 3 c9 SHEET 15 ' 36 43' ,' - LL tiv 4l98' O.A c3 v u r> -'SEE DETAIL - , z X S coo X Z 3LLJ 2U; j 37 i {'"'i 48 ` } Ji SHEET ° / (3 j Q Ili Q4SEEDETAILA.- ( : h- x f ,, 16 t 371 x a 141,6'O.A. ¢ u a /J r` p n 44 ( Z SHEET 15 -- `. I J cam) Q 37 5 46J N Q o a (J r3 / U8 LLJ r} Y d 37 36 t z t 2 1" i.A - x} I -' ! z wuM SEE DETAIL A_ ui. 2 p Z( 1" O. -. O v O s 0 X .0 SHEET12Lu r' o SEE DETAIL A _ X O 6 < camq3 1 37 , % i 38 ' 43---•-- - ? l n a U J r O ` 7 } 0 a 17 \ co 0 Ci x Z. r CJ of . ate- z Zo z( 1 O A x} O / r u is 30 tl" 3 '' °tp Z a n i .._. . i 37 `L.% Z C z SEE DETAIL A _ w) ? G z 1 4" O,A:- fl 37 3 ' , 34 39 , 31 SHEET 12 X! z I " 1 J + 4 r SEEDETAILA- u- w SHEET 12 m 4 .- L y 22 41 22SEE NOTE 1' " f 9 c s¢ p 2i - 1—. t to n E z ^ v '' Boaz U 2 7 Q }_ 1' MIN j 1" Mi- 1"MIN _ ..__ t fl O w( L7 a 1.. MIN --{ - v_' Eu i N i 1a { j '- D VERTICAL CROSS SECTION S3DELlTE TYP. 40 VERTICAL CROSS SECTION SIDELITE TYP, Al MASONRY AND CONCRETE ltvSTAL'-_ATiflN 4 8 r WOOD FRAME INSTALLATION ,ul 2 ( ro o 6 39 rl 3y' 34 39 } - NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT #11S £ 7j7j7ii ,m a'D' DEPTH, INTO MASONRY, CONCRETE, OR 28 41 ' Z - ,_ } WOOD IS MAINTAINED. L C; SEE NOTE 1, ¢ 9 c - 2 r ti9 {O 233 J9 e ---- -- -- - o. 7377$ _ 3 t _ N w Mliv - - 1" MIN -- 1" MIN D -1A ¢ S FREY r t 1" Mlh --- - 'cam .., r - c i JV; 162009 VERTICAL CROSS SECTION SIDEL9TE 7RANS4M 7YP. , VERTICAL CROSS SECTION SIDEL;TE !TRANSOM TYP. Q/q{.. t 1G WOOD FRA.4.E 1NSTALLATiON 10 MASONRY AND CONCRETE INSTALLATION _ - 1 ft t ., a 'k# , INACTIVE ACTIVE HORIZONTAL CROSS SECTION VIEW AT ASTRAGAL 1/4" MAX, 1 11Z 4y SHIM THK. MIN FMB. SEE DETAIL A SHEET 15 I MIN 01"MIN z ujLu 30 SEE NOTE4(2D,3(4 6 EXTERIOR HORIZONTAL CROSS SECTION 1_:,,j VIEW AT DOOR LATCH;SIDE JAMB WOOD INSTALL) SEE NOTE 114- MAX, SHIM TH,K,— 1 I --+- I SEE DETAIL A SHEE T 15 14"MAX. SHIM TH K. SEE DETAIL A MIN, EMB, SHEET I'MIN, I" MIN. 111 M INF) MIN EXTERIOR '30) 2967b, HORIZONTAL CROSS SECTION VIEW AT DOOR HINGE/SIDE JAMB MASONRY AND CONCRETE INSTALL] I V4' MIN EMS 28 9SEE NOTE 4 li,4-MAX. SHIM, THK SEE DETAIL A l' MIN SHEET15 1" MIN 10 18 IN 1 MIN w 4 7) 'Cs EXTERIOR rC HORIZONTAL CROSS SECTION l/ VIEW AT DOOR LATCH/SIDE JAMB WOOD INSTALL) 1!4' MAX SHIM THK.----I — 1/4' MAX, 1 114" HORIZONTAL CROSS SECTION SHIM THK— MIN, EMS i-444' MAX. SHIM THK, VIEW AT DOOR LATCHISIDE JAMB MASONRY AND CONCRETE INSTALL) SEE DETAIL A SEE DETAIL A SHEET 15 4'MAX SHIM THK. I! 4 ) SHEET 15 7L SEE DETAIL A 37 EMS, SHEET 15 41 Z I t \ EXTERIOR 2 8 401, IR6 403 ',, S EE NOTE 2 SEE NOTE 4 G'\1 HORIZONTAL CROSS SECTION 1 j,) VIEW AT FIXED PANEL/SIDE JAMS MASONRY AND CONCRETE INSTALL) b5 2 SEE NOTE 2 12, E-X-T-E-R-lrQR 6,, 3, 9) 28 41jSEE NOTE 4 H',, HORIZONTAL CROSS SECTION 1 VIEW AT FIXED PANEUSIDE JAMB WOOD INSTALL) 1 112" MIN. EMS, 1" MIN, co I" MiNOz 4'1)SEE NOTE 4 SEE DETAIL A 4, SHEET 15 MIN, EMB-1 ')Z LJw px p37) 4l 2106< 2 3 I L4z U) 0 z0 ry zm L U2 SEE NOTE 2 c EXTERIOR z 5 SEE (4j lb28* t9 NOTE 4 F1 HORIZONTAL CROSS SECTION Z Z c VIEW AT FIXED PANEL!SIDE JAMB WOOD INSTALL) NOTES A 1 114' 1, FOR ANCHOR SPACING, SEE SHEETS 13,14 1* ADMIN. EMS. 15, zo 1 2. SPACING FOR ITEM, #12 FROM TOP DOViN z 5ZI 2 z 6" 28-f 73- zjl 3. ASTRAGAL SCREW SPACING FOR ITEM #27 2 m FROM TOP DOWN: 3-j-. 20', 24-1"54-a", 0 0 slj 4 A 4 4, 1 X BUCK MAY BE UTILIZED AS AN OPTION I ASLONGASMIN. ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR E' z WOOD. IS MAINTAINED. 5, TAPCON (ITEM #9) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM #5 PACING 6. OPTIONALLY, ANCHOR Pl!ftFD IN t—j S -1 (3:6C43, EEIIIOTE212741 NARROW SECTION 7m< l213l, 109 SEENOTE43- zNo" 7 774 HORIZONTALCROSSSECTIONLl./' VIEW AT FIXED PANEL,,'SIDE JAMB G LJBBECKE MASONRY AND CONCRETE INSTALL) 1—STATE OF Z S. PREY 0 rA_HORIZONTAL CROSS SECTION 3_2/ VIEW AT HINGED PANELiSEE LITE AND MULLION I A" MAX 1,4'MIN SHIM TH.K. TYP. EMB TYP. SEE DETAIL A - al SHEET 15 z 44, wow. ZZ2 z l.t 1SEE 041(:287 XTERiOR I8aZI'ISEENOTE 4 NOTE 4 D:) HORIZONTAL CROSS SECTION VIEW AT FIXED TRANSOM fMASONRY AND CONCRETE INSTALL) 1 14' 1/4" MAX SEE DETAIL A MIN EMB—SHIM THK SHEET 15 3, 2 2 z z 2, 3` EXTERIOR SEE NOTE 41D8 4,11 HORIZONTAL CROSS SECTION 2/ VIEW AT DOOR LATCHiSIDE JAMS Ll(MASONRY AND CONCRETE INSTALL) HORIZONTAL CROSS SECTION L2 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION 14' MAX. SHIM THK. 1 1;2" i SEE DETAIL A MIN EMS---{ SHEET 15 EI 1; 4' MAX SHIM THK, TYP, I 1/2'MiN 8 / SEE DETAIL A M,,FYP 15 SHEET 15 44j ( 4 2 z NOTE Lw z z c zw cr 23^ EXTERIOR 2 41SEENOTE4r,21)31) \ E , HORIZONTAL CROSS SECTION 12VIEWAft T6i5R _LATCHISIDE JAMB IWOOD INSTALL) I —MIN 1(2'GLASS BITE 118" TEMPERED I 3A" SI3/4"AIRSPACE 1,81" TEMPERED INTERIOR GLAZING DETAIL A SCALE: 6"= V-0" SEE NOTE 4 HORIZONTAL CROSS SECTION 12j VIEW AT FIXED TRANSOM WOOD INSTALL) NOTES I FOR ANCHOR SPACING SEE SHEETS ' 3,14 15. 2, SPACING FOR ITEM #12 FROM TOP DOWN 6", 28-' 11". 50-a', 73-1-". 3. ASTRAGAL SCREW SPACING FOR ITEM 427 FROM TOP DOWN: )", 3-1,', 20-124-14" 54-f, 59" 75-7" & 78-3"- 4, IX BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN, ANCHOR EMBEDMENT DEPTH. INTO MASONRY, CONCRETE OR WOOD, IS MAINTAINED. 5, TAPCON ( ITEM *) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM #5) SPACING, 6 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB, V MIN PAIN -MIN 2' MIN EPA. I'4"MIN EMS j A Z34 SHIM THKSEEDETAIL A SHEET 15 , 10 OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAIMBS SEE NOTE 5 & 6. THIS PAGE NN\ .S F. Ai- 1.,// Na 71778 = 3" = 1, C LUBBECKE STATE OF 13 44" S FREY JW162009 SEE DETAIL C SHT.15 6" TYP. TYP 3" TYP. SEE DETAIL 6 iHT.15 ro SEE DETAIL C SHT. 15 SEE DETAIL F SHT 15 -- ANCHORING LOCATIONS DOUBLE INSW1NG,'OUTSW#NG UNIT iXX3 SCALE. V2" =1'-0" SEE DETAIL 1 TYP MULL SHT.15 '- 7" TYP. i-- 8" TYF'. 2" TYP. — 3" TYP. B SE E DETAIL C SHT. 15 ANCHORING LOCATIONS TRi UNIT'VV/ TRANSOM iNSWiNG,CUTS'rAi7NG UNIT_10JOXOs SCALE: 112" =1'-3" NOTE: 1 - ANCHOR SPACING FOR BOTH INSWING & OUTS"'ING. 0 n CD Fcr U Z O Q m Z LU U- co W *1 2: t0 4 Q r Y d z ZQ 92'31?09 Nc 7i778' T "'STATIE QF i a S- FREY u JVVI62009 a.= 116 SEE DETAIL I SEE DETAIL B TYP, SHT. 15 SHT. 15 6" TYP. 3" TYP. - 6" TYP. - 3" TYP. 7i, Z z I T { 2x O L) f 5J E n TYP J i I I uj MULL - SSEEHT DETAIL C15 ANCHORING LOCATIONS DUAL UNIT INSWINGIOUTSWING UNIT VOX) SCALE: 1t2" =V-0" 3"TYP. — i a wom wrwxv) u; i 7" TYP. 24 2" TYP. ^ SEE DETAIL B E jlSHT.15 1 SEE DETAIL H 3"TYP. ---{ /) a I /!^SHT. 15 Y c2 j i z W W x N i 4 ry Uf rn v Q F W s SEE DETAIL B SHT. 15 a 1 ' r U O I XQ v oM i r ry 1 p f W 'o I 0 W w co U) t . y I ANCHORING LOCATIONS SINGLE UNIT a SEE DETAIL C INSWINGtOUTSWiNG UNIT W SHT, 15 SCALE: 112" ="-t3" in Lu Ii_ a wU) Ell LL a SEE DETAIL C F - SHT. 15 ANCHORING LOCATIONS SINGLE UNIT W! TRANSOM INSWING/OUTSWING UNIT {O!X1 SCALE 112" =T-0" NOTE: 1 - ANCHOR SPACING FOR BOTH 0 t` rn J ffCs] o H n ZCCOQ Z W LLco to 1 2 J op < V Q 1 2i L11 Lu M Y a 14iz 12/31109DA i!No' 7'377§ 1!2" = 1' GLUBBECKE STATE 9F S. FREY oT. t v JW162009 3° e rr,YlA.li:kl jk ze,E eE'14 c= 1p SEE DETAIL I 6" TYP, 31 TYP 91, xn Typ MULL MULL SEE DETAIL C ANCHORING LOCATIONS TRI UNIT INSWING/OUTSWING UN;TfOXO',__ SCALE 1,12" =1'-0" I . "2- CREVVS DETAIL I MULL POST fSILL SIMILAR; C-SINK, 7_ NOTE z I -USE #10 WOOD INSTALLATION SCREW W,' 1.50" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 - USE 3/16"ITIN TAPCON ANCHOR W,, 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL - A 3 - SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 V4'OR 3/4" THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED. IT 4 .39 , 3 ( 4 7 1 ' 2 2 Cl)_3 4 3 DETAIL D 23 ASTRAGAL TOP STIKE PLATE SEE OTE C72 DETAIL 6 DETAIL C CORNER DETAIL AT HEAD CORNER DETAIL AT SILL (7 7 DE7AF." CORNER DETAIL AT TRANSOM MULL DETAIL E HINGEDETAIL ASTRAGAL BOTTOM INSERT PLUG (INSWING) DETAIL G LATCH S, DEADBOLT STRIKE PLATES 27,I - --------- - DETAIL ASTRAGAL BOTTOM (OUTSWING) 0 Cc co i,- b LO z oaCL Z uJ co LJ Y T_ co J-- - t 2E LLJ y _j a- OR SPACING FOR BOTH 'Z' AE 12/31,109 NG & OUTSWING No 7177 3 AS SHOWN N # 28 IN DETAIL C NOT USED IN G LUBBECKE ONFiGURATION. STATE OF I I - y S. FREY Z Th" I 62009 VIE , AfAk_-3 S N- 15 0 4 9i'6' 4- 7 ---------- 7-' T 18" 0 0 WOOD JAMB FINGERJOINTLID PINE SCALE 6" = V-0' 0 2 1 /8" (Min) BUTT HINGE 4x4xI2GA STEEL SCALE: 6- = 1'-O- 3 1,,8" LOCK BLOCK FJNGERJOINTED PINE SCALE: 6" = V-0" 4 518" 34 ' AFCO OUTSWING THRESHOLD 6063 T5 AL AND COMPOSITE SCALE. 6"=1'-O" 13 AHSGAL EXTRUDED 6063- 75 ALUMINUM SCALE 6' =V-0" 1 ZD - ------------------- ASTRAGAL BOLT COLD DRAWN STEEL SCALE: 6' = 1 I-G" 13; 16- 112 1116" 2 11;16' l r Lug xENDURA INSWING THRESHOLD 6063 T5 AL AND COMPOSITE SCALE: 6' = x 5 5/8" AFCOOUTSWING THRESHOLD 6063 T5 AL AND COMPOSITE SCALE 6'=1'-0' G- 1 ti 3; 8' SECTION A -A SECTION B-6 0 8 COMPRESSION WEATHERSTRIP / 8' LATCH STILE 7 TOP RAIL VINYL,, FOAM 38 HINGE STILE SCALE: 6' 1'-0" LAMINATED VENEERLL 6} BOTTOM RAIL (LVL) 25 GA. STEEL SCALE 6- =1'-O' SCALE: 6" 1'-0" 1103 1 Fla, 7i8*' 32 DOOR BOTTOM SWEEP VINYL 33CORNER PADS SCALE. 6" PLASTIC SCALE: 6*=l'-O" 2 1112" 35 MULL POST EDGE GLUED FJNGERJOiNTED 6" = 1' SCALE: "" -0- 7 T- I !- 4 112- 46' TRANSOM SASH A5 TRANSOM GLAZING CLIP FIXED CORNER TRIM TRANSOM JAMB CELLULAR PVC —CELLULAR PVC PLASTIC RNGERJO;NTED PINE SCALE SCALE SCALE 6*'=, -0" SCALE: 6" = V-0' 1 3/4" 0 ASTRAGAL STRIKE PLATE STEEL ODL LIP FRAVE SCALE 6* =1'-O" PLASTIC SCALE 6"=--O" 1- 3 V2---j O 2 V8' 0 o SIDELITE SEAT fX TUDED PLASTIC LATCH PLATE STEEL UNITS ONLY SINjhSCALE 6"=7'-0" l F- A- /. 0A"' 12/31109 N,: J177§ AS SHOWN FG LUBBECKE TATE OF S FREY I . 1s77t JVVI62009 ij 4 4 w a 3 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 of JELD-WEN, ine. Contours Steel Door, Wood Edge fi)r Florida Product Approval Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 398 E. Dania Beach Blvd Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com I — A (Certificate) Exterior Doors Swinging Exterior Door Asseinblies Contours Steel Dom-, Wood Edge Steel/Wood 74 " x 81. 75 74 " x 80.5 " 64.5"x 95.25" 64.5 " x 94.5 " Prepared For: Prepared by: Florida Professional Engineer # 73778 Date: 10/27/2014 Contents: Evaluation Report Pages I - 4 F T Fr; Q cc jjj 0 Digitally signed by Hermes F. Norero, P.E. # Its Reason: I am approving this document Hermes Norero, P.E. Date: 2014.11,11 09:50:46 -05'00* Florida No. 73778 a BUILDING @ m'n— APerfect Solution (nEvery Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub - Category: r"=`pKanceK# ethod Product Name: ELD-WEN, inc Exterior Doors Swinging Exterior Door Assemblies State Product Approval Method (1)(a) Contours Steel Door, Wood Edge Impact Rated Doors Only) 74"x8175" 74°x805" 64.5" x9525" 64.5" x94.5" Date: 10/ 27/2014 Report No: ] 29l Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for Jeld-Wen Inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation Florida Building Commission. a Limits mfUse: Hermes Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JVV152008 signed and sealed byHermes Norern,P.E(FL #7377O)for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). I Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into substrate material shall bebeyond wall dressing orstucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on single and double door systems without a sidelite or transom, in all Wind Zones. Single and double door systems with a sidelite or transom do not require an impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters for dde|itesand transom, 4. Site conditions that deviate from the details ofdrawing JVV1G20Ugrequire further engineering analysis byalicensed engineer orregistered architect. 5. See Installation Instructions JW162009 for size and design pressure limitations. Hermes Nunen\P.E. Florida No. 73778 Page 2of4 BUILDING N K-m APerfDate: 10/27/2U14ectSo|utipninEvaryQ'op Report No: 3291 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance ofproducts |naccordance with the Florida Building Code for manufacturing under a quality assurance program audited byanapproved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: m m Referenced Data: a ASTME283- 04 ASTME] 3O- 02 ASTM[ 331-00 ASTMEIOO6- O5 ASTK4EI996'O6b L Product Testing performed byQuality Testing Inc. FB[Organization #T5T7638) Keport#: SJVV20O9- 199.Report Date: 1/l8/2O1O S]VV2D09-2OO,Report Date: 1/18/20I0 2. Quality Assurance National Accreditation and Management Institute FB[Organization #:OUAl789) Hermes Nonex\ P.E Florida No. 73778 Page 3uf4 a x ^no . BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: Date: 10/27/2014 Report No: 3291 A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (IX), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (1W162009) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure* Positive 55 PSF Negative SS PSF __- Y- Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height is 1.0. Hermes Norero, R.E. Florida No. 73778 Page 4 of 4 FBNTKT 7131 RIS 9 Me] 1 BUILDING PERMIT Min Max Inspection Description Footer / Setback Sternwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building A2 I Ouo Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: Z.G G. C- P62TA,—, Vi vi-rourAl 'PvDT4Arr Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Burll ruv X S7 Mechanical Roug Mechanical Final Gas Unde Gas Rou Gas Final REVISED: June 2014 1 I#lii 1 ifi ##!il #i#ii #1#If ##ill Ilil I##I ENTPRF P RED BY: GRAIN MALOYr SEMINOLE COUNTY mej G.sCGz CLERK OF CIRCUIT COURT h COMPTROLLERtAdaress: rZ -w BK 8843 Pa 635 (1 Pas ) CLERK'S 4W 2017004407 RECORDED 01/12/2017 02:09:27 PNNOTICEOFCOMMENCEMENTRECORDINGFEES $10.00 RECORDED BY hdevore State of Florida County of Seminole Permit Number: r 9 — 7 z Parcel ID Number: 01-20-30-504-2600-0020 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOTS + 3 B DREAMWOLD' PB 4 PG 99 A' GENERAL DESCRIPTION OF IMPROVEMENT: Interior + Exterior permit Doors / Windows work permit etc) „r OWNER INFORMATION: rJAN Name: Shabnam Abdallah Address: 1682 Astor Farms Place Sanford, FI 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Asset preservation pros, Inc Address: 115 Countryside Dr, Longwood, FL 32779 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING M OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. 44Shabnam Abdallah Owner' s Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead." State of County of The foregoing instrument was ackno edged before me this/2rday o20 by Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: N Q, SSl k2p'10 1