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Home My WebLink AboutSUBMITTED PAPERSl� der CC�U�e�� Permit Number: _ St. Lucie C !'lty ® Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 % St. Luc1e County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS G SEE REVERSE SIDE FOR INSTRUCTIONS DATE: D{ I 1. LOCATION/SITEADDRESS:. LA�er�� 2. PARCEL ID NUM ER: �� (G �'i O b 1 ( 3 0 0 g Cc? SECT T) P J �RNG MAP 3� ZNG t' LU INIT I� Cc '1 3. DESCRIPTION O I PROJECT OR WORK ACTIVITY: I N/STA LL d 10s—M ( 1 Z cuz-� Vjtd\, d 0 Uj s 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: IlQ k� I� « FL Reg/Cert #: Address: v G� A v County Cert #: City: "P5 i State: L Business Name: Zip: Phone: 3 LN, Opening Design Pressure Design Windows, Swing Doors, A.S.C.E - 7 Pressure Manufacture Model # Method of Attachment # Skylights, Fixed Glass Product Florida Product Approval # 120 mph 130 mph 140 mph eo-� WfdoWS& Skylights+ x osure B IRS— Tl� CoNS `'x Ex osure C F't. 874, 0. K / 3 Ove`T"'iheadlr(0 ar g Doors 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- iz h p,,\\ rr C- Size Od�Du Z�A� wnS 3(� Y- i �r 7. VALUE OF CONST CTION: $Jno_ FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all ork will be done in compliance with all applicable laws regulating construction and ng, C�►'eeA) IGlz YTta,5 PRINT QUA IFIERS/OWNERS NAME SI A URE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME TI HAS PRODUCED TITLE _ DAY OF , 20 ( , BY RAZ-7-091 SWHO IS PERSONA OWN TOME R WHO AS IDENTIFICATI J OF N TARY TYPE OR PRINT NAME OF NOTARY o COMMISSION NUMBER �Sppvny�c FAYF 's'.lz ',TRICK � FAYE FITZPATRIGK MY COMMISSION # DD688059 W. ! 15`tnr; ^ 's'F88059 oFFlo" EXPIRES: August24, 2011 EXPIRES: August L'.rl l 0 I-SW-3-NOTFJtY FI. Notzoy Diszoaw Assa. Ca 1.800-3-NOTARY FI.Notaty Djw=tAss0p ^'!RK OF THE CIRCUIT COURT JOSEPH E. SMITH AFPERRECORDING-RETURN TO: �- SAINT LUCIECOU',_ FILE # 3616343 08/08/2011 at 10:15 AM OR BOOK 3313 PAGE 2911 - 2911 Doc Type: NC RECORDING: $10.00 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3 419 — 510 — 0113 — 0.0 0 — 6 SUB IVISION 91,0P.I(r SOCK 13 TRACT LOT�7BLDG UNIT Z I U er R.r K i,l u' &ekcG Ate. 1`�—A l cNe t F 3 tS s Z 2. GENERAL DESCRIPTION OF IMPROVEMENT: Rehabilitation 3.OWNER INFORMATION: a. Name Beverly Stewart b.Address 614 Beach Ave. Port St. Lucie, FL 34952 c.interest inproperty owner d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: A. Thomas Construction 1380 Bayshore Dr. Fort Pierce, FL 34949 (772)595-5261 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13.(1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: St. Lucie County BOCC Attn: Brittany Smith N[ArE�i p RESS- AND PHONE NUMBER: �437 N. 7th St. Fort Pierce, FL 34495r0 (772) 462-1290 9. E pi anon d to of notice of commencem nt (e xptrahon a e Is year om thoe at recor mg tifin ess a ICr nt is specified) _ter/ , IS 20_ j__U_. of Owner or T Print Name and Provide Signatory's Title/Office Owner's Authorized State of Florida County of S t . Lucie The foregoing instrument was acknowledged before me this 19 th day of July 12011 By Beverly Stewart as owner (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: D / L ;� %$•••. BRITTANY SMITH Brittany Smith MY COMMISSION # EE 026613 EXPIRES: September'16, 2014 (Printed Name of Notary Public) Oature of Nota ubl c) (S -al) �aF:ti` Bonded ThruNotaryPubl(cUntlenvrilers Under penalties of perjury, I declare that I have belief (section 92.525, Floria u s). By: By. the facts in it are true to the best of my knowledge and who signed above: o I c� L,)�c-�, -A\i-r--, G �3S } Florida Building Code Online,>'—, Page 1 of 4 c. rIaI((t?` BCIS Home Log In User Registration Hot Topics i Submit Surcharge Slats & Facts Publications FSC Staff BCIS Site Map unks Search i { 0' Product Approval ��I USER: Public User > .. -. > > Application Detail FL # FL8766-R1 Application Type Affirmation Code Version 2007 Application Status Approved Comments Archived 'i Product Manufacturer' MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger �bsitlinger@miwd.com Technical Representative 1 ` J Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory w Single Hung Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity American Architectural Manufacturers Association Standard Year AAMA/WDMA/CSA 101/I. S. 2/A4 2005 littt):HwN"v.floridabLiilding.org/pr/pr _app_dtl.aspx?param=wGEVXQwtDgvSWO4T4OsU... 3/10/2010 Florida Building Code Onliri Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 09/12/2008 Date Validated 09/12/2008 Date Pending FBC Approval Date Approved 09/13/2008 Summary of Products FL # Model, Number or Name liDescription '; 8766.1 i 185/3185 Single Hung ! 52 x 78 Fln Frame Impact Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date I !. Design Pressure: +55/-55 Installation Instructions Other: R55 Verified By:, American Architectural Manufacturers Association Created by Independent Third Party: ! Evaluation Reports Created by Independent Third Party: 8766.2 185/3185 Single Hung 36 x 90 Fin Frame Impact i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55/-55 Installation Instructions Other: R55 i Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Crea e y enden ! I 8766.3 185/3185 Single Hung 52 x 78 Flange Frame Impact Limits se Certification Agency Certificate A roved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date r Impact Resistant: Yes Design Pressure: +55/-55 Installation Instructions Other: R55 i Verified By: American Architectural Manufacturers Association Created by Independent Third Party: ! Created by Independent Third Party: i 185/3185 Single HungT36Flange Frame Impact Limits of Use ation Agency Certificate Approved for use In HVHZ: NoApproved for'use outside HVHZ: Yes Assurance Contract Expiration DateImpact Resistant: Yes Design Pressure: +55/-55 tion Instructions Other: R55 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8766.5 3540/3240 Single Hung 52 x 71 Finless/Flange Frame Limits of Use Certification Agency Certiflcate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +20/-20 Installation Instructions Other: R20 i Verified By: American Architectural Manufacturers Association I http://www.floriciabLlilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDcivSW04T40xC1... 3/10/2010 Florida Building Code Online --,,, Page 3 of 4 it Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 18766.6 3540/3240 Single Hung , 36 x 62 Finless/Flange Frame Limits of Use !Certification Agency Certificate Approved for use In HVHZ: No ;I i Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +40/-50 Installation Instructions ! ! Other: R40* j Verified By: American Architectural Manufacturers Association i Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8766.7 3540/3240 Single Hung 1148 x 78 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +30/-30 Installation Instructions Other: R30 j i Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8766.8 3540/3240 Single Hung 1144 x 72 Fin Frame Limits of Use Certiflcatlon Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +30/-47.2 Installation Instructions Other: R30 ! I Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 8766.9 3540/3240 Single Hung 36 x 74 Fln Frame Limits of Use Certification Agency Certificate Approved for.use In HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No Design Pressure: +35/-55 Installation Instructions Other: R35 I Verified By: American Architectural Manufacturers , Association j Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: Back i Next . OCA Administration Oepartinent of'Community Affairs Florida Building Code Online Codes and Standards, 2555 Shumard.Oak Boulevard Tallahassee, Florida 32399-2100 - (350) 487-1824, Fax (850) 414-8436 10 2000-2010The State of Florida. All rights reserved. Privacy Statement I Coovriaht Statement I ACl;Ckg ility Statement I Plua-ln Software I Sustomer Service Survey I Contact Us productApprovalAccepts: aLJ E�fE.LA http://www.floridabui[ding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvSW04,r4OxU... 3/10/2010 Concrete or Masonry Opening • V V ANCHOR .q ' p Caulk Between Buck and Masonry Opening �0 0 �Q Wood Buck by Others ZW . -- ler, ,ter Caulk, By Others e� between flange and buck �v M M Head S DETAIL FOR FH AD & JAMBS FIXEDUNITS) n g a E 9 caieno HT Ir Glass as Required Flange Type _ Window Frame Sill Perimeter Caulk By Others 1®� Outside Dimension — Perimeter Caulk - Jamb Caulk Between Flange and Buck C 3/16" t1/16" SHIM B/47 UCK — Inside Dimension Concrete or Masonry Opening 1-1/4" MIN. PENETRATION / e .• ° G d ° • d ANCHOR Wood Buck By Others - Caulk Between Buck and Opening CA NOTES 1. Locate anchors within 3" of corner or meeting rail, as shown. 2. Shim as required at each installation anchor as shown. 3. Anchor must be of a length to have 1 1/4" penetration Into masonry or concrete. Install per manufacturers instructions. 4. Caulk Joints (Silicone or Urethane) are shown for information only. Carpenter shall insure that wood buck is water tight. Window Installer shall insure that window perimeter is water tight �p0 5. If exact window size is not given, use anchor quantity for next larger window in chart. 6 Letter designations on the anchor location chart indicate where • SIII Stool By Others t+ q anchors are to be installed using the elevation as a key. 7. Details shown satisfy requirements for listed structural loads. 9 Engineer has not evaluated details for weather or water resistance. Al Pre -Cost Sill J q By Others o Caulk Between Flange and Pre -Cast Sill *ANCHORS ARE 3/16" HARDENED MASONRY SCREWS SUCH AS ITW TAPCON (ICSO ER-3370), POWERS TAPPER (ICC-ES ER-5878), OR SIMPSON TITEN (FL 2355.1) 1 11 Y Z'lq �- If NS C D C SINGLE HUNG SHOWN *3/16" DIA. ANCHOR LOCATION CHART — Single Hung CODE WINDOW ID FASTENER LOCATIONS SIZE SIZE UP TO DP35 DP35.1 TO DP50 12 18 1/8 x 25 A A 13 18 1/8 x 37 3/8 A A 14 18 1/8 x 49 5/8 A, B A, 8 15 18 1/8 x 62 A, B A, B 16 181/8x71 1/4 A,8 A,8 1/2 32 25 1/2 x 25 A A 1/2 33 25 1/2 x 37 3/8 A A 1/2 34 25 1/2 x 49 5/8 A. B A, 8 1/2 35 25 1/2 x 62 A, B A, B 1/2 36 25 1/2 x 71 1/4 A. B A. B 22 36 x 25 A. D A. D 23 36 x 37 3/8 A, D A. D 24 36 x 49 5/8 A, B, D A, B. D. E 245 36 x 55 1/4 A. B. D A. B, D, E 25 36 x 62 A, B, D A, B. D, E 26 36 x 71 1/4 A. B, D A. B. D. E 32 x 23/8 A,C,D A,C,D 33 5251/8/x 378 A, C, D A. C. D 34 52 1/8 x 49 5/8 A, B. C, D A, B, C, D, E 345 52 1 /B x 55 1/4 A, B. C, D A, B, C, D, E 35 52 1/8 x 62 A, B. C, D A, B, C, D, E 36 52 1/B x 71 1/4 1 A, B. C. D A. B C. D. E O :3 ;-,-0 U N N (/) C O) C C 0 a✓ to v� O N -0 N C C � 0 O 0 U) 0 U � 0 In 0 0 d C4 •g I� C,°U�Cq `�y�N... m o W T '0'd:2 a:.a o 1 waaw a O,Z s� .O d �B 6 o Z N orL. •• M y- PInRO`�```` g Z oo N r �GfO OID 6 Products Authorized for AAMA Certification for AH Windows and Doors, Inc. Style Sulm-lirand 6interial Frame Standard Si.. Glass RJllue patilml)p Neeulhe Dp NtnortN £i 1milon PIRO*) sit 3540/3240 PVC Fritrn/1Flaoge AAMAAVDMAICSAI011I.S.IIA44MS 52a7i IG- IM"nnn. I120 70 20 6651%01 M7110 MTI4Y,A9 SIt 354013240 PVC Fia1m/FLmge AA\fAAVD\LVCSA IOTA. S. VA440-09 36 t 62 IG - 112" unn. IWO- 40 50 66517.01 UM7110 AITIA.1r4,9 SH JS4W3240 PVC Fn AAMAIIVDMAICSA 10111. S.7JA440-05 48 a 78 IG-3132" anm R30 30 30 61110.01 89R7110 01T1AX-119 sit 3SM240 PVC Fin AAMAMMI M:SA I0111. S 2IA440-05 44a72 IG-3132"nnn. R30 30 47.2 6785301 09/21/10 MTL-1.2,4,9 S11 1 354613240 1 PVC Fn AAMAMMAICSAIDill. S.31A440-05. 36:74 IG-3131"am lms- 35 55 6785J.01 a911il10 I MTL-1.2.4,9 Associated laboratories, Inc. 111rnd Schultz Date American Arc ccturol Manufn turers Association Jr-192Z. Dean I..eivis Dale v BetterBilf NOTE: SEE INDIVIDUAL TEST REPORT(S) FOR DP RATINGS AND MAXIMUM ALLOWABLE SIZES. Series 186/3185 SH & 'PW INSTALLATION INSTRUCTIONS for "FLORIDA APPROVED" ALUMINUM FIN WINDOWS BetterBilt Doors & Windows / Capitol Windows $ Doors appreciates your recent purchase of a maintenance- free prime window, which will not rust, rot, mildew, or warp. This is a quality product that left our factory in good condition — proper handling and installation are just as important as good design and workmanship. Please follow these recommendations to allow this product to complete its function. Handle units one at a time in the closed and locked position and take care not to scratch frame or glass or to bend the nailing fin. Place a continuous bead of caulk on the bads side of nail fin (mounting flange). 2. Set unit plumb and square into opening and make sure that there is 3/16' + 1/16' clearance around the frame. Fasten unit into opening in the dosed and locked position, making sure that fasteners are screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operation of unit frequently as fasteners are set. 3. Use # 8 sheet metal or wood screws with a minimum of 1' penetration into the wood framing (stud). Place first screws (two at each comer) 3' maximum from end of fin. For positive and negative DPs (design pressures) up to 35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 55i do not exceed 18" spacing. For DPs from 56.1 to 69.3, do not exceed 12" spacing. 4. Caulk entire perimeter of fin to mounting surface joint and caulk over screw heads. Note: this step can be eliminated if 4' wide adhesive type flashing is used (sill 16, jambs Yn , head 3" ). 5. Fill voids between frame and construction with loose batten -type insulation or non -expanding aerosol foam specifically formulated for windows and doors to eliminate drafts. The use of expanding aerosol type insulating foam, which can bow the frame, waives all stated warranties. 6. Remove plaster, mortar, paint, and debris that has collected on the unit and make sure that the sash tracks and interlocks are also clean. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acid solutions for dean up, especially with insulated glass units as their use could cause chemical breakdown of the glass seal. Take care not to scratch glass; scratches severely weaken glass and it could eventually break from thermal expansion and contraction. Clean units with water and mild detergent. - CAUTION - BetterBilt Doors.$ Windows / Capitol Windows S Doors or its representatives are unable to control and cannot assume responsibility for the selection and placement of their products in a building or structure in a manner required by laws, statutes, and/or building codes. The purchaser is solely responsible for knowledge of and adherence to the same. BetterBift / Capitol window products are not provided with safety glazing unless specifically ordered with such. Many laws and codes require safety glazing (tempered glass) near doors, bathtubs, and shower enclosures. Also, be aware of other code requirements such as emergency egress and structural / energy performance. Corporate Headquarters: M.l. Home Products 650 West Market St. Gratz, PA 17030-0370 (717) 365-3300 . Eric Nielsen, P.E. #0041323 Product Technology Corporation 1150 Louisiana Ave. Suite 6 Winter Paris, Florida 32789 407 622-6334 www.ptc-corp.com www.mihp.com _ r a27/o4 A n- ..• CR r) �, ,� G F3S Florida Building Code^-41ine Page 1 of 5 r BCIS Home i Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BC: m� s an, Product Approval 5 ; USER: Public User Prnducprcval frenu > Product or Application Search > Application List > Application Detail FL # FL11136 Application Type New �a Code Version 2007 T, Application Status Approved Comments Archived Ci Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd I, Klamath Falls, OR 97601 (800)535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies moo Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 5/19/2011 Florida Building Code � -�iline , Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 07/21/2008 07/23/2008 07/28/2008 09/15/2008 Summary of Products FL # Model, Number or Name IDescription 11136.1 Steel, Steel Edge in Wood Frame 3'-0" x 6'-8", Opaque, Single Door, In Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F�111=3 F?Q_r_Cf� C3F3-0208,06,r) if Approved for use outside HVHZ: Yes H_111 6 _(?O C:._6,C_R67 Impact Resistant: Yes!�?.'?^.pf Design Pressure: +80/-80 Quality Assurance Contract Expira Other: Product must be installed per manufactures 02/11/2013 instructions as stated on NOA Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Independent Third Party: 11136.2 Steel, Steel Edge in Wood Frame 3'-0" x 6-8", Opaq Ingle Door, Ot L' ' s of Use Certification Agency Cert��81, Approved for use in HVHZ: Yes FL1 .736 �,g_ C�CAC fr_u .Approved for use outside HVHZ: Yes FL11_136 RQ C CAC _2007,Compliant Impact Resistant: Yes Design Pressure: +80/-80 Quality Assurance Contract Expira Other: Product must be installed per manufactures 02/11/2013 instructions as stated on NOA Installation Instructions FL1113_6_RO it 08-020 .07,nd_f Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136.3 dge in Wood Frame 5'-4" x 6'-8", Opaque, Single DoorW In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11_a_ Jr R0 C CAC 07-0-ef,19_03_€ df Approved for use outside HVHZ: Yes F±_1_11.36 RO C„CAC .2007_Cornpiiam Impact Resistant: Yes F-_E, Design Pressure: +60/-60 Quality Assurance Contract Expira Other; Product must be installed per manufactures 08/08/2012 instructions as stated on NOA. Side-lites are not Impact Rated Installation Instructions and Require Miami -Dade HVHZ Approved Shutters. [i_t'_].36 R_0 I_I07-+".:7 9,0�3.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136.4 Steel, Steel Edge in Wood Frame 8'-4" x 6'-8", Opaque, Single or Doubl Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11.13_6_R0 _ C * Approved for use outside HVHZ: Yes FL11136 RO_C CAC 2007 c_rn°�an< 7'J1�Z._s,iii Impact Resistant: Yes Design Pressure: +60/-60 Quality Assurance Contract Expira j Other: Product must be installed per manufactures 07/03/2012 instructions as stated on NOA. Side-lites are not Impact Rated Installation Instructions hq://www.floridabuilding.org/pr/,nr_app_dtl.aspx?param=wGE... 5/19/2011 JELDIVEN® Steel 8L8" & 8'0" SINGLE OUTSWING OPAQUE STEEL EDGE IMPA CT STEEL DOOR IN WOOD FRAME 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 2004 BUILDING CODES (W/2005, 2006 SUPPLEMEMTS) AND HIGH VELOCITY HURRICANE ZONES" (HVHZ) REQUIREMENTS. 2. WOOD BUCKS 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. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: -FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 -FOR 8'0' WOOD FRAMES - SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM-E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR 'HVHZ". Face sheets: 24 ga. (0.020") minimum thickness, Galvanized Steel A-525 commercial quality - AKDQ per ASTM 620 with minimum average yield strength Fy-26,240 psi. Care design: Expanded polystyrene with 1.0 to 1.25 lbs. density, by JELD-WEN. Panel Construction: Steel face sheets glued to expanded polystyrene (EPS), with steel top and bottom rails and steel stiles with a wood lock black reinforcement. The hinge stile contains a MDF board for added hinge support. Frame Construellon (Both Fmms XvQas): The head Jambs and side Jambs are mortised, butted and Joined using (3) T/8" x 2" wire stoeles. An bumper threshold OUTSWING t reshold was unftihzed at the sill. An optional aluminum ABA threshold is available. DESCRIPTION 3'-1 3/4' OA MAX. FPAME wIOTH 3' D.A. MAX. PANEL WIDTH I V-1 3/4' OA MAX. FRAME WIDTH 3' O.A. MAX. PANEL WIDTH �SYI✓GLE OUTSWINC UNIT /XJ SINCZE OUTSWINC UNIT /-I SCALE.• >/2" =/'-O" SCALE. >/2" =>'-0" DESIGN PRESSURE RATING • WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTMRON REQUIREMENT IS NOT NEEDED 6'8" (X) +80.Opsf -80.Opsf +80.Opsf -80.Opsf 8'0" (X) +61.Opsf -65.Opsf +61.0psf -65.Opsf + UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG RA710 (OH) - OH LENGTH/OH HEIGHT GREATER THAN 1.0 3 10 rtcuDUCP RENEWED tte zomPlying with the Florida ME A «No C40o07 6sg1(ndw Dat �. AFII,!a ? a P�Q Coe Division z 3v a to —] CWp7 Z41 y J O I DO �CY U' Z 1=Lu Lu LuW }aQU_, �� F- CW.7 FLORIDA P,E. N0. 56861 SOA1E,AS NOTED DWG. sY: FAG GHK. eY:S. SAFFE DRAWING NO.: ou eraiasAcm saru,Es. IRa. DC9970 PA. am saw3a ,.:. �� .._ ....... SHEET 1 OF 5 w 2 1/2" MIN. 1 1/4" MIN. Mw 9 EMBED 31 �4 1/g" t_� 32 � 3.4r A s SEE DETAIL A ON SHEET 5 18 : t.•- 13 ON SHEEP 5 18 V. z Z 26 : r,;.i+ z z S�sz (0m II II U) II II c o uo n o co II corn II corn ao to p II II m ED 11 II �~S O Goo 22 c c O1 II LD0In OD coo :c z_ ° to '03 dd �� w •• as 00 00 26 O O I 26 t, a; 00 1 3%4" 1/2" am 1 LATCH JAMB 1 1 4 x 4 9 16' PONDEROSA FINGER JOINTED PINE PINE 2 HINGE JAMB 1 1 4 x 4 9 16 PONEROSA FINGER JOINTED PINE PINE 3 HEAD JAMB 1 1 4 x 4 6 16 PONDEROOA FINGER JOINTED PINE PINE 4 4" BUTT G 097' HAGER) STEIN 5 49 X 1" FH W200 SCREW HINGE TO DOOR 6 9 x 3 4 PFH WOOD SCREW HINGE TO DOOR STEEL 7 8 PFH WOOD SCREW WITH 1.15 MIN. EMB. INTO SUB -BUCK STEEL 8 #10 x 2 PFH WOOD SCREW STEEL 9 3 16 TAPCON MIN. EMBEDMENT 1 1 4 INTO MASONRY STEEL 10 ADA EXT. ALUMINUM THRESHOLD MODEL 5063-T5 ALUM. 11 NOT USED ALUM. 12 IOUTSWING BUMPER THRESHOLD 1.0 x 4.625 - 13 COMPRESSION WEATHERSTRIP SCHLEGEL O-LON ODS 650 FOAM 14 #12 x 3 PFH WOOD SCREW STEEL 15 #9 x 1' PFH WOOD SCREW STEEL 16 FACE SHEET 24GA. .020 THK. MIN. GALVANIZED STEEL STEEL 17 8 x 2 PFH WOOD SCREW STEEL 18 TOP RAIL 1.73 x 1.21 x 0.021 THK STEEL 19 BOTTOM RAIL 1.73 x 1.21 x 0.021" THK STEEL 20 SIDE STILES 1.73 x 1.21 x 0.021 THK STEEL 21 IWOOD LOCK BLOCK 1.67 x 3.0 x 18.75' WOOD 22 STRIKE PLATE — 23 MDF BOARD MDF 24 69" DOOR BO71OM SWEEP VINYL 25 WOOD LOCK BLOCK WOOD 26 EXPANDED POLYSTYRENE 1.0 to 1.25 Ih. DENSITY BY JELD-WEN FOAM 27 KWIKSET TITAN SERIES LOCK 200 OR 660 - 28 ALE HERITAGE SERIES DEADBOLT - 29 LATCH SCREWS 8 x 1 1 2 PFH WOOD SCREW STEEL 30 NOT USED - 31 2X WOOD'BUCK WOOD 32 1 4 MAX. COMPRESSION SHIM WOOD 33 1B GA. 7 16 CROWN x 2 LONG STAPLES I STEEL VERTICAL CROSS SECTION TYP. r�B-'\ ZO CAL CROSS SECTION TYP. 2 WOOD FRAME INSTALLATION SCALE. 3" =P-0" \,2 CONCRETE INSTALLATION SCALE: 3" =P-0" O ui y2 tj 4 O Owwl U¢ zw yaA. N UO 00 W -'dO O � & 0 g �� PRODUCTRENEWED 010 I O rnmD(yle! with ItnePYAi1 e m VERTICAL CROSS SECTION TYP. — OPPMML CONCRETE INSTALLATION SCALE: 3" =I'-0" — SCAMAS NOTED' �� /Ul Dwo• By: EAG cHK. ay.-S. SAFFELL UFtAH7NC NO.: ou Drar�o SERriI."x. M PA ear 56=3 as ' L ' . w DC9970 SHEET 2 OF 5 7 `\ 13 INTERIOR ON HEET 5 1 27 2 1 1/4' 1/4" MAX. SHIM SPACE 1 1/4" MIN. EMB. AA _\ HORIZONTA CROSS SECTION TYP. 3 #`OOD INSTALLATION SCALE.- 3" =1'-O" 1 1/ MIN. E 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH — 22 — /,•. EXTERIOR J.t UCIAIL A — INTERIOR ON SHEET 5 1 1/4" B L 3 CONCRETE INSTALLATION SCALE.- 3" =9'-O" ■ v 1/4" EMB. �--^+- 36" MAX. PANEL WIDTH ®® ®013 ® 1113 Li ME' ®® ®® no ®® 6A® ®®® go 09 ®® ®® no go - _- _ ! JU/ r cu ENccr::Prva EiMCfL5. M P10.'a0X 660008 — —atdA n �nae „- ---- SAS NOTED DWG. Br: EAG cwc. BrS. SAFFE DRAWING NO.: DC9970 si4mr 3 OF 5 1 6" 9 1 16 9 1 16" \ I N 9 1 18" M I a 9 1 16" 9 1 16" 9 1 16" A 9 1 /16" C 8 9/16" 8 9/16" SEE DETAIL D 6"—I 6" 7 9 eA M 7 9-to ANCHORING LOCATIONS OUTSIPING SINGLE UNIT (X) SCALE.- 1/2" =1'-O" SEE DETAIL C SEE DETAIL A 6" 1'-0 1/ " 6" T` — 11-0 1/q" 4' s' 1'-0 1/4" 1'-0 1/4 7 9 TYR .. 1'-0 1 /4 — 1 1'-0 1/4" SEE DETAIL 8 1'-0 1/4" . C @�l :� -9 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 6"--i 6'"i i^ ANCHORING LOCATIONS OUTSAING SINGLE UNIT (X) SCALE: 1/2" =1'—O" DETAIL C DETAIL D SCALE.- 3" =1'-O" SCALE.- 3" =1'-O" • o m 0 to > cc SEE DETAIL D SEE DETAIL A m O L_ V �.J��g 8 3/4" (L N liz �t 2'-2" w x 2' SEE DETAIL C PRODUCT RENEWED o comOying witb the Florlda Bolding Cale Accepw-NoO -O .L E.,r,. loo Bah Ay l4Z ti tv MhMJDWPrDfttf0jjW. AlNalon NIMESH BHAVSAR FL:bRIDA P.E. H0. 56661 oM n+oo = SUMC , INC. P.O. hl" 580W8 � caun.wa w M =AS NOTED er: EAG ar:S. SAFFEL NG NO.: DC9970 r 4 of 5 �1 3/4" �— 2 3/16- FWAPRJOIATED SCALE: 6" =1'-0" .2 3 13 MPRESSlON iPEATbIERSTRJP SCALE.• 6" =1'-0" 2 SCALE. 6"' =1'-0" 4" a O O I--1/16" (Min) 4 1r' E 4: G SCALE.• 6" =1'-0" 1 1 3/4"—LT r 1/4" %8 ZO SCALE. 6" =1'-0" 4" f— 2 1/4" 1/2" T— rJ SHOLD _ SCALE.• 6" =1'-0" 18 3/4" for 8'-0" DOOR 11 3/4" FOR 6'-8" DOOR 4 1/4" 3- C�, DIA. VARIES WITH HARDWARE USED 21 2 SCALE• r1 3/4" 1 ILJJ 1 3/16" 19 SCALE• 6" =1'-0" 92 D SCALE.-6" =1'-0" �Iwi�s I� 23SCALE.• 6" =1'-0" 3/16" C—SINK. L�-- DETAIL A SCAM 1/4" =P-0" me 0 U Z FLORIDA P.E. ND. 56881. Sr•,F,p$ NOTED 1 y i Y CHK. 9Y:$. $AFFE yi ��''� CRAWINC NO.: CM 1ilt9RTi016'A MCE% em. DC9970 P.O. eoz amm ems• M MCM SHEEP S OF cm akuh IfN ft I 2017