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HomeMy WebLinkAbout107 Sand Pine CirPermit # : O - -tVb Address: �_- --Description of Work: Historic District: L RECEIVED _ CITY OF SANFORD PERMIT APPLICATION �� q S I Date: MAY 13 ZOOS Zoning: Permit Type: Building V Electrical Electrical: New Service – # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: .Owners Name & Address: _—Value of Work: Q U u (A)ai C. J Mechanical Plumbing I Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole W _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair– Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) (Attach Proof of Ownership & Legal Description) Phone{Bi)- 11Y4 ..•L�y1 Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Contact Person: State License Number: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records 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 f the property of the requirements of Florida Lien Law, FS 713. --� mss.3.� Signature of O/Agent Date Signature of Contractor/Agent Date Pcoqui Vwvi*- & +Iw, K, Print Owne A�Name Print Contractor/Agent's Name Date Kiy COQ+::" ISS3ION # DD 188491 FE bruary 25, 2007 Signature of Notary -State of Florida Date O fiAg h`i'ss^"' e6o ially kifffYtMe o Contractor/Agent is _ Personally Known to Me or used I�� L. V LP Produced ID APPLICATION APPROVED BY: Bldg l Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or. use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under. this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zonig regulations. I, , do hereby state that I am qualified and capable of performing the requested colbuction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner ilder Signature Date j 4opQt).Q Why` la Cr-\ 5 f3 Print Ownbr/Builder Name Signature of Date DEBBIE BLANTON MY CO., MIISSION # DD 188491 Owner is nally'LCnowabkcAr Ik.Qbd}as Produced _1'000-3-NCTA1?Y FL Notary Discount Assoc. Co. SCOPE OF WORK 107 SAND PINE CIRCLE SANFORD,FL. This is for the repair of the fire damaged house at the amed address. The existing drywall that has been destroyed by fire will a removed and also The insulation will be over the entire house. The insulation for the living room ceiling will be R-16. The insulation for the walls in the garage will be R-11 The value of the insulation is $800.00 ez I insulation. Both bedroom and bathroom area will be sprayed 6 inc/ie The areas where the sheet rock needs to be replaced ar bedroom ,living room, the entire ceiling in the kitchen, the area behind the cabinet (1) arway and the walls and ceiling in the garage. The Hot water Heater has to be replaced in the garage. Steel door will be installed in the garage that leads to the kitchen. French doors will be installed.(1) window in the bedroom will be installed.(1) window in the living room will be installed. [After the interior of the house has been painted with sealer the walls and the ceiling will be painted with lat paint and the doors and trim will be painted with Semi -Gloss paint. dAhe upper and lower kitchen cabinets, counter top and sink will be installed. he outside faucet will be repaired -and-also the faucet for the washing machine. Z he front of the house will be painted and a flower planter will be installed. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL DAVID JOHNsoN,.CFA, AB I PROPERTY /Ap3r ♦ 'HER SEMINOLE fS0 7�1T "F1_ 1101 E. FI sr SANF0413 FL32771-1468 407 - 665'`7508 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 02-20-30-509-0000 Number of Buildings: 1 TDistrict: Sl-SANFORD Parcel Id: 0230 ax strct: - Depreciated Bldg Value: $64,208 Owner: WHITLOCK Exemptions: 00- Depreciated EXFT Value: $0 MONIQUE S HOMESTEAD Land Value (Market): $18,000 Address: 107 SAND PINE CIR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $82,208 Property Address: 107 SAND PINE CIR SANFORD 32773 Assessed Value (SOH): $70,186 Subdivision Name: HIDDEN LAKE VILLAS PH 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $45,186 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 03/2003 04783 1934 $91,500 Improved SPECIAL WARRANTY DEED 02/2001 04001 0536 $65,600 Improved CERTIFICATE OF TITLE 09/2000 03919 1993 $100 Improved 2004 VALUE SUMMARY QUIT CLAIM DEED 09/1991 02335 1513 $100 Improved Tax Value(without SOH): $884 WARRANTY DEED 02/1988 01934 0772 $53,100 Improved 2004 Tax Bill Amount: $884 WARRANTY DEED 06/1987 01866 0118 $54,500 Improved Save Our Homes (SOH) Savings: $0 WARRANTY DEED 11/1986 01790 1474 $25,300 Improved 2004 Taxable Value: $43,142 WARRANTY DEED 09/1986 01774 0710 $100 Improved DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 12/1985 01698 1181 $100 Improved WARRANTY DEED 12/1985 01692 1346 $46,500 Improved WARRANTY DEED 06/1983 01469 0618 $38,900 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 23 HIDDEN LAKE VILLAS PH 1 PB 26 PGS 99 TO 101 LOT 0 0 1.000 18,000.00 $18,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 1983 6 1,020 1,322 1,020 CB/STUCCO $64,208 $70,173 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 286 Appendage / Sgft OPEN PORCH FINISHED / 16 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Markel value. http://www.scpafl.orglpls/web/re web.seminole_County_title?parcel=02203050900000230... 5/23/2005 C.F_4 F.C!1 NATIONAL CERTIFIED TESTING LABORAT'OMES 1454 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 • FAX (407) 240-6882 www.nctlinc.com S 7'R UCT URAL PERFORIL4�NCE TEST REPORT Report No: NCTL-210-2319-1 24 00 Test Date U4122100 Report Date.10/25/02 Revision.Date: Client: Florida Extruders International Incorporated 2540 Jewett Lone Sanford. FL 32771-1600 single Test Specimen: Florida Extruders International Incorporated 2Modter oriand Ext tine Des gn FlungAluminum Pr'ntie Window (Sly -P45) with low sill (53 x 7 ) Pressure 45.0 psf). "est Specifications: ) and AM`4 /NWWDA I01/I.S. 2-97 Volurntary Specifications for "num Vinyl (FVC) and Wood Windows and Prime Windows and Sliding Leakage 1'hroughlExt �iorrWindows, Alums y the Rate of A ASTM E283-91, Test Method for Determining Specimen. ASTM E 330 - Curtain Welts and Doors Under Specified -Pre StE�rior iffere�Q�seurtain ti(�alls and Doors by Of 90, Test Method for Structural Perforrnan ffor Static Air Pressure Difference. ASTM E 331 �3, Festr P Method sure,D'ffer Difference. r ASrTM E ater Perw Uniform Uni arra Static exterwr Windows, Curtain Walls and Doors by f Curtain Walls and Doors by 547-93, Test Method for Water Penetration of Exterior Windows, Curtain Test Method for Measuring Cyclic Static Air Pressure Differetial, ASTM Ass6Fre$ Excluding Glazinglmpact". the Forced Entry Resistance of Window TEST SP&IMEN DESCRIPTION The Sam le tested was a single hung side la,¢d aluminum prune window flange r flange General. P ame Tn8m measuring S3-118" wide by 72" high overall. e �dThe a was .sash me s � ed 51" wide by 31 - providing a viewing area of 48-1/2 wade by 37 high. nu rail was The rneeti 3/4"hi h. Frame and sash members were not therrrnall shT osnrermovabl d a 5 single black and g screws. The active sash fastened at each jamb with two (2) lock lac kle balance system in each interior Iarrtb track, One metal ca was iq fp ed at tlae top of each each end of the active sash meeting rail. A rigid idu� e scre coped corner construction. The active interior jamb track. �-ame members were of - sash members were of double screw caped corner construction. ie Axed dice was glazed using 3/I6" thick Clear glass withla sict o �e bc�L hdaLg and Glazing: r � a snap -in rigid glazing bead.' The sash was glazed with 118" (DSE) t] glass silicone back -bedding and a snap -in rigid glazing bead. PROFESSIONALS IN THE SCIl=NCE OF TESTING f / / C°IHR-1 21=104 l FI: -U= H I LE=JOHE I;:I I HDCJW';=: Florida Extrud,, rs .International, Inc. .' 40 0574 F. 02 NCTL 210-2319-1 Installation Fasteners. The apecimen was mounted to the wood test buck using ten; six (6) (# 8 x 1") and four (4) (# 8 x 2'); two (2) (# 8 x V) used at the head and two (2) (# 8 x 1 ") used at the top of jamb head; and two (2) (# 8 xl') 16-318" down from head in jambs; four (4) (# 8 x 2") used below the fixed rail; two (2) in each jamb. Weatherstrip. A single strip of polypile weatherstrip (0.150" high) was located at each active sash jamb. A single strip of polypile weatherstrip (0,150" high) was located in the meeting rail of the active sash. A single strip of flap vinyl weatherstrip was located at the active sash bottom left rail stile and a single strip at the active sash meeting rail. Weeps; One weep hole measuring 1-112"x leg height was located at each end of the sill's vertical screen retainer leg. Interior & Exterior Surface Finish: White painted aluminum, Sealant: The jarnb/sill corners were sealed with a small joint sealant, .Insect Screen: An insect screen measuring 49-518" wide x 31" high with a square cut screen frame and a square cut plastic corner keys was employed. TEST RES LILTS Par. No. Tale of TLst__ Measured Allgwed 2.2,1.6,1 Operating Force Active Sash 36 lbs. max. 45 lbs, max. 2.1.2 Air Infiltration (ASTMS -283) 1.57 psf (25 mph) 2,13 "' Water Resistance - ASTM E547 (5.0 gph/fV) WTP = 6.75 psf (low sill) 0.18 cfm/ft 0.30 cfm/ft No Leakage No Leakage 2.1.4.2 Uniform Load Structural - ASTM E330 45.0 psf Exterior 0.053" 0.204" 45.0 psf Interior 0.057" 0,204" 2.2-1-6.2 Deglazing - ASTM E987 Active Sash Meeting Rail (70 lbf) Bottom Rail (70 lbf) Left Hand Stile (50 lbf) Right Wand Stile (50 lbf) 3.2 % (0.016') 4.2 % (0.021') 3.2 % (0.016') 2.8 % (0.014") <100% X100% <100% <100% Forced Entry Resistance - ASTM F588 Grade ,10 (See Appendix A for test results) Meets As Stated oil� HAR-15-2004 10:48 lel I LE' --TONE (d I HDOWS r Florida Extruders International, Inc. ' 3 OPTIONAL PERFORMANCE 40 05 4 P. t=t^ NCTL 210-2319-1 Pa r, No. Title of Test Measured Allow 4.12 Uniform Load Structural - ASTM E330 82.5 psf Exterior 0.175" 0.204" 82.5p,91 Interior 0.188" 0. 204" Test Completed: 03-24-00 This test specimen meets (or exceeds) the performance criteria levels specified in Table 2.1 of ANSI/HAMA/NWWDA 1011I.S. 2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for of the H-145 with Low Sill (53x 72) product designation. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years, The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which rnay only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES, INC. MICHAEL LANE Diuision Manager MAR-1�.-20 4 13:4" HILES T HE IAI!IDCIW' Florida Extruders International, Inc. 4 APPENDIX A Forced Entry Resistance Test Results 40 _C_ 05714 P.04 NCTL 210-2319-1 Test Method: ASTIbI F588-85(90, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Paragraph No. Low Duration Alleasgre ALZowed 10.1 -Lock Alanipulntion 5 Minutes No .Entry No Entry 10.2,1,2 -Test Al L1=200 lbf 1 Minute No Entry No Entry 10.2.1.2 -Test A2 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1,3 -Test A3 L1=200 lbf , I Minute No Entry No Entry L2=100 lbf exterior 10,2,1.4 -Test A4 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.5 -Test A5 L1=200 lbf I Minute No Entry No Entry L2=100 lbf exterior 10.2.1.7 -Test A7 L1=200 lbf I Minute No Entry No .Entry L2=100 lbf interior L3= 35 lbf interior 10.2.1.8 Lock .Manipulation 10.2.4.2 Fixed Lite GlazinglPanel Manipulation 5 Minutes 5 Minutes No Entry No Entry No Entry, No Entry TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PS17 TO 4OPSF 41 PsF TO 70PSF 30PSF TO 40PsF 4 1 PSF TO 7OPSF SIZE SIZE 12 18 1/8 X 25 B B F,G F,G F,G F,G 13 18 1/8 x 37 3/8 B B B B F,G F,G 14 145 18 1/8 x 49 5/8 18 1/8 X 55 1/4 B B F,G F,G 15 18 1/8 x 62 B B B F,G F,G F,G F,G,H,I 16 18 1/8 x 71 B B B F,G F,G,J,K 17 18 t 8 x 83 B B F,G F,G 1 H2 1 H3 25 112 x 25 25 112 X 37 3/8 B B F,G F,G 1 H4 25 112 X 49 5/8 B B F,G F,G F,G,H,I F,G,H,I 1 H45 25 112 X 55 1/4 B B B F,G F.G.H,I 1 H5 25 1/2 x 62 B B F,G F,G,H,I 1 H6 1 H7 25 112 x 71 25 1/2 x 83 B B B F,G,J,K F,G,J,K 30 112 X 26 29 112 X 25 B B B F,G F,G F,G F,G 30 112 X 38 3/ 29 112 X 37 3/8 B B B F,G F,G,H,I 30 1/2 X 50 5/ 29 1/2 X 49 5/8 B B F,G F,G,H,I 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B F,G F,G,H,I 30 1/2 X 63 29 1/2 X 62 B B B F,G,H,I F,G,H,I 30 112 X 72 2 x 84 29 112 X 71 29 1 2 X 83 B B F,G,J,K F,G,J,K 30 1 22 36 x 25 B B F,G F,G 23 36 x 37 3/8 B B B F,G F,G F,G F.,G,H,I 24 245 36 x 49 5/8 36 x 55 1/4 B B B F,G F,G,H,I 25 36 x 62 B B F,G,H,I F,G,H,I 26 36 x 71 B B F,G,H,I D,E,F,G,H,I 27 36 x 83 B B F G J K F,G,H,I,J,K 42 x 26 41 x 25 B B B F,G F,G F,G F,G,H,I 42 x 38 3/8 41 x 37 3/8 B B B F,G F,G,H,I 42 x 50 5/8 42 x 56 1/4 41 x 49 5/8 41 x 55 1/4 B B F,G,H,I F,G,H,I 42 x 63 41 x 62 B B F.G,H,I D,E,F,G,H,I 42 x 72 41 x 71 B B F,G,H,I D,E,F,G,H,I 42 x 84 41 x 83 B 8 F G J K F,G,H,I,J,K 48 x 26 47 x 25 B A,C F,G F,G F,G F,G,H,I 48 x 38 3/8 47 x 37 3/8 B B A,C A,C F,G F,G,H,I 48 x 50 5/8 48 x 56 1/4 47 x 49 5/8 47 x 55 1/4 B A,C F,G,H,I F,G,H,I 48 x 63 47 x 62 B A,C F,G,H,I _ D,E,F,G,H,I 48 x 72 47 x 71 B A,C F,G,H,I D,E,F,G,H,I 48 x 84 47 x 83 B A,C F,G,J,K D,E,F,G,H,I,J,K 32 52 1/8 x 25 B A,C F,G F,G Fia F,G,H,I 33 34 52 1/8 X 37 3/8 52 1/8 X 49 5/8 B B A,C A,C F,G,H,I F,G,H,I 345 52 1/8 x 55 1/4 B A,C F,G,H,I D,E,F,G,H,I 35 52 1/8 x 62 B A,C F,G,H,I D,E,F,G,H,I 36 52 1/8 X 71 B A,C F,G,H,I D,E,F,G,H,I • 37 52 1/8 x 83 B A,C F,G,J,K D,E,F,G,H,I,J,K 37 SIZE NOI AVAILAbLL IN I UUU Uri I wv JC RIC J. IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont.) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE THIS SHEET FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 14) TAPPER (BAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.) -OR TITEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW SIZES (1) 18 1/8 x 62 AND (2) 30 1/2 x 84: a) LIMIT TO 65 PSF, OR b) INSTALL, ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS AT LOCATIONS H AND I. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. M. VIEWED FROM EXTERIOR (ANCHOR LOCATIONS) -- W.W. - j' A B C I D �I J t H. F H f - E- L EVAT 10 N .E K IN #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK - SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION B -B): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 16A) IF A TWO BY & ONE BY WOOD BUCK ARE USED (SEE SECTION A -A ALTERNATE, SIMILAR FOR SECTION B -B), THEN #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK WILL BE USED AND THE ONE BY WOOD BUCK WILL BE SECURED TO THE TWO BY WOOD BUCK AS REQUIRED IN NOTE 6 & 7. 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. DESIGN PRESSURE RATING & FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. EV FLORIDA EXTRUDERS INTERNATIONAL, LANE B CERTIFICATE OF AUTHORIZATION NO 9235 SANFORD FLORIDA C D TITLE: INSTALLATION DETAIL E SGL. HUNG FLANGE WIND❑WS - SERIES 1000 , 1500 &2000 I DRAWN BY: RJA APPROVED BY:RJA DATE:7/29/04 (SCALE: NTSIDWG.:F-LEX0016, SHT 2 OF 2 d. Disclaimer: The purpose of this installation drawing is to present the manufacturers recommendations for ONE B Y WOOD CONCRETE OR CAULK BETWEEN anchorage (i.e.. concrete screws, wood screws, nails and Vulkem structural adhesive) to achieve the design MASONRY OPENING WOOD BUCK & pressure specified on the fenestration product as required by Florida Building Code, Section 1707.4.4. BUCK BY OTHERS BY OTHERS MAS'Y. OPENING Anchorage Methods. RecommendoIions regarding llashing.sealing. sealants or other joint sealant practices (NOTE 6 & 7) B Y OT HERS does not constitute a wouanty either expressed or implied. B.W. 1-1/4' MIN CAULK BETWEEN (BUCK WIDTH) EMBEDMENT WINDOW FLANGE & WOOD BUCK 1-1/4" MIN. ONE BY WOOD INSTALLATION ANCHOR o ° a EMBEDMENT BUCK BY OTHERS 3/16' DIA. TAPPER (NOTE 6 & 7) (NOTE 12) p INSTALLATIION ANCHOR SHIM AS REQ'D. /E\ Anchor } WI(,' n1A. TAPPER (NOTE 12) 1/4' MAX. Location STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS r i I RIGID VINYL GLAZING BEAD (TYP.) W.H. ! (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS a SHIM AS REQ'D. 1/4" MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER _ GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME / SILL ;PRECAST SILL BY OTHERS SECTION A I - MIN w.w. VIEWED FROM i A A B C EXTERIOR , � t W L E K B G ELEVATION RIGID VINYL (SEE NOTES) Above Meeting GLAZING BEAD Rail. (TYP.) GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER & WOOD BUCK CAULK W W BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS a n IMPORTANT INVUKMA I lUN 6 (itNtKAL IVU 1 tJ These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. Anchor Location Below ANCHOR INSTALLATION INSTRUCTIONS Meeting Rail. AE GENERAL: 0 (WINDOW WIDTH)I STUCCO BY OTHERS CAULK BETWEEN) WOOD BUCK & SECTION B—B MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS X4, 2X6, 2X8 WOOD BUCK Y OTHERS (SEE NOTE 16 & 23) INE BY WOOD BUCK BY OTHERS OPTIONAL) (NOTE 6, 7 and 16A) TALLATION ANCHOR WOOD SCREW (NOTE 16 and 16A) SECTION A—A For installation with or w/o one (ALTERNATE) with two by by wood bucks. REVI DESCRIPTION REIASEO ANCHOR LOCATION IN JAMB OF S17E 37. NO CHANGE IN QUANTITY. 6 2p04 E ADDED DISCLAIMER AND CLARIFIED LOCATION OF JAMB ANCHORS. 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T -NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE IN I INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE 4/23/04 RJA CERTIFICATE OF AUTHORIZATION N0. 9235 SANFORD, FLORIDA TITLE: INSTALLAT I [IN DETAIL 7/29/04 RJA SGL. HUNG FLANGE WINDOWS - SERIES 1000, t 500 & 2000 DRA�NB: B B APPROVED BY: RJA gDATE9/04 SCALE: NTS DWG.: FLEX0016, SHT 1 _ / E K B G ELEVATION RIGID VINYL (SEE NOTES) Above Meeting GLAZING BEAD Rail. (TYP.) GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER & WOOD BUCK CAULK W W BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS a n IMPORTANT INVUKMA I lUN 6 (itNtKAL IVU 1 tJ These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. Anchor Location Below ANCHOR INSTALLATION INSTRUCTIONS Meeting Rail. AE GENERAL: 0 (WINDOW WIDTH)I STUCCO BY OTHERS CAULK BETWEEN) WOOD BUCK & SECTION B—B MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS X4, 2X6, 2X8 WOOD BUCK Y OTHERS (SEE NOTE 16 & 23) INE BY WOOD BUCK BY OTHERS OPTIONAL) (NOTE 6, 7 and 16A) TALLATION ANCHOR WOOD SCREW (NOTE 16 and 16A) SECTION A—A For installation with or w/o one (ALTERNATE) with two by by wood bucks. REVI DESCRIPTION REIASEO ANCHOR LOCATION IN JAMB OF S17E 37. NO CHANGE IN QUANTITY. 6 2p04 E ADDED DISCLAIMER AND CLARIFIED LOCATION OF JAMB ANCHORS. 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED "T -NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE IN I INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE 4/23/04 RJA CERTIFICATE OF AUTHORIZATION N0. 9235 SANFORD, FLORIDA TITLE: INSTALLAT I [IN DETAIL 7/29/04 RJA SGL. HUNG FLANGE WINDOWS - SERIES 1000, t 500 & 2000 DRA�NB: B B APPROVED BY: RJA gDATE9/04 SCALE: NTS DWG.: FLEX0016, SHT 1 _ / Warnock Renev Test Data Review Certificate #3026447A; #30264470; #3026447C and COP7Test Report Validation Matrix #3026447A-001, 002, 003; 130264478-001, 002, 003; 03026447C-001, 002, 003 provides additional information - available from the ITS/WH website (www.etlsemko.com), the Masonite ® website (www.rnasonite.com) or the Masonite technical center. s• TYR 6'6" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Y • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242•, 3247, 3262' or 3267 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. `Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. � Y.I EaclusivelY iro /l OG/fIW/•(Co��c/nr+ + • rr+mium Ou+liry Deors une17,2002 rMasonite International Cor oration Our continuing program of product improvement makes specifications, P design and product detail subject to change wdhwt notice. 1 ~1 1 1 ll it 11 11 1 1 1 1 i i i i i i i i Warnock Renev Test Data Review Certificate #3026447A; #30264470; #3026447C and COP7Test Report Validation Matrix #3026447A-001, 002, 003; 130264478-001, 002, 003; 03026447C-001, 002, 003 provides additional information - available from the ITS/WH website (www.etlsemko.com), the Masonite ® website (www.rnasonite.com) or the Masonite technical center. s• TYR 6'6" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Y • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242•, 3247, 3262' or 3267 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. `Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. � Y.I EaclusivelY iro /l OG/fIW/•(Co��c/nr+ + • rr+mium Ou+liry Deors une17,2002 rMasonite International Cor oration Our continuing program of product improvement makes specifications, P design and product detail subject to change wdhwt notice. Q UA LI TY %V I N D 0 W S k 1" FLORIDA E XTf: UDERS SERIES 1000 SINGLE HUNG WINDOW RATED AT R45 (45 PSF DESIGN PRESSURE = 162.38 MPH; 23% GREATER THAN "30" RATED WINDOWS) STANDARD WITH DOUBLE SWEEP LOCKS AVAILABLE 1N R55 (55 PSF DESIGN PRESSURE = 179.52 MPH); STANDARD WITH DOUBLE SNAP LOCKS AT SILL INTERIOR GLAZED FOR INCREASED PERFORMANCE; NO TENDENCY FOR BEAD PROBLEMS COMMONLY ASSOCIATED WITH EXTERIOR GLAZED WINDOWS FRAME DEPTH 1 7/8"; 1/2" FRONT FLANGE FOR MASONRY CONSTRUCTION; 1 1/8" INTEGRAL NAILING FINS WITH 3/4" SETBACK ON FRAME CONSTRUCTIOr FULLY INTERLOCKING FIXED RAIL AND MEETING RAIL ARE HOLLOW AND HAVE DOUBLE SCREW BOSSES FOR REDUCED TWIST AND MAXIMUM STRENGTH DOUBLE LIFT RAIL STANDARD IN ALL PRODUCTS FOR EASE OF OPERATION AND UNIFORM APPEARANCE DOUBLE SWEEP LOCKS STANDARD REMOVABLE SASH WITH BLOCK AND TACKLE BALANCES CONTINUOUS INTEGRAL FIN 'FOR NO OPEN CORNERS DSB. GLASS STANDARD; OPTIONS ARE 3/16, INSULATED, TINTED, AND LOW E (INSULATED ONLY) DOUBLE APPLIED, UV PROTECTED RIGID PVC MUNTIN INSULATED WINDOWS AVAILABLE WITH INTERNAL CONTOURED MUNTINS ALSO AVAILABLE IN RADIUS HEAD AND PASS-THRU CONFIGURATIONS MAKES USE OF 2000 WEATHERSTRIPPING, GLAZING BEAD AND GLASS SIZES TO ELIMINATE DUPLICATE INVENTORY ALL PRODUCTS COMPLETELY PLASTIC STRETCHED WRAPPED TO ASSURE MAXIMUM PROTECTION AND TO MAINTAIN THE FACTORY FINISH ALL THE WAY TO THE JOB SITE DURABLE POWDER BOATED FINISH UNSURPASSED IN APPEA j" RANCE �eariy JELBrWEN, WINDOWS & DOORS HURRICANE DOOR SYSTEMS SISTEMA PARA PUERTAS HURACA14ES PAGE # CONTAINS: 2 Engineers Notice of Evaluation #GSI -162F Inswing 4 Engineers Notice of Evaluation #GDI-164F Inswing 6 Engineers Notice of Evaluation #GTI -166F Inswing 8 Anchor Calculations 10 DC Gladiator W/E 6-8 opaque steel door JW -101-0C Outswing/inswing 14 DC Energy Saver W/E 6-8 opaque steel door JW -102 -OC Outswing/insvTiing 18 DC Energy Saver W/E 8-0 opaque steel door JW -103 -OC Outswing/inswing 22 DC Gladiator W/E 6-8 glazed steel door JW -104 -OC Outswing y 25 DC Energy Saver W/E 6-8 glazed steel door JW -105 -OC Outswing/ inswing 29 DC Energy Saver W/E 8-0 glazed steel door JW -106 -OC Outswing 32 DC Energy Saver S/E 8-0 glazed steel door JW -107 -OC Outswing/inswing 36 DC -Steel single outswing opaque W/E steel door. NOA 02-0712.06 Expires August 5, 2007 42 J -W Steel W/E outswing opaque steel doors NOA 02-1022.14 Expires Dec. 2, 2007` 49 J -W Steel S/E outswing opaque steel doors w & w/o SL NOA 02-1211.12 Expires April 14, 2008 58 J -W Gladiator & Energy Saver outswing glazed W/E steel doors NOA 02-1211.10 Expires July 17, 2008 For a complete listing OfJELD-WEN Hurricane Door Systems, visit our website at: www. jel d-wenresearch.com Notice of Acceptance and Approval/ Installation Drawings Save for Builder and Inspector ORANGE THD -18005 SB 5-03 R W B C R W Building. Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33594 Phone 813.684.3831 Facsimile 813.684.3831 ENGINEER'S NOTICE OF EVALUATION # GSI -162F JELD-WEN, INC. 3250 Lakeport Blvd. Klamath Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Model Designation: DoorCraft®Gladiator® Steel Door (Glazed or Opaque) with or without Side-lites Maximum Overall Nominal Size: up to 5'4 x 6'8 Usable In -swing Configurations: X, OXO, XO & OX General Description: The head and jambs are wood measuring 4.5" x 1.25" with an extruded aluminum saddle threshold The door panels and sidelite panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued to wood stiles and rails with an expanded polystyrene core. The glazed models are routed to receive '/2" insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test ion Test Location Date Report No. En ' eer Uniform Static CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 ASTM_E330 Air Pressure QTI - Everett, Washington August 13, 1998 S98 -280 -MH J. Clark Johnsen P.E. # 15891 CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel REA 20224 AAM41302.5 Forced Entry QTI -Everett, Washington August 13. 1998 S98 -280 -MH I Clark Johnson P.E. # 15891 ASTIE331 ** Water CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 Penetration TI - Everett, Washin on August 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 ASTM E283 Air Infiltration CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 QTI - Everett, Washington Aug2gt 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 ** Sidelites are considered a window and meed 15% of Positive Design Pressure water infiltration criteria under ASTM E331. Design Pressure Ratings - Installation and Anchoring: See reverse side this page l!1 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures does not exceed the design p.essure ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub- sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be substituted and thb length must be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained- Certification: btainedCertification: Florida Professional Engineer - Seal No. 54158 March 12, 2002 Wendell Haney F l DoorCraft ®Gladiator' Wood Edge In swing Steel Door �r Maximum Size Up To 54 x 68 TYP. #8 X 2-1/2' 6 6--j TYP. 10 x 2' 7YP. 1 O1 TYP. 1 PFH WS C 18 X 2-112- 4 SEE PFH WS 4 DETAIL "G' DEFAIL 1 O SEE STRIKE AND DEADBOLT PLATES TO FRAME DETAIL �n "H" UiO 1 SEE NOTE ri TYP. ri . • A B m _ Lo 04 1/4" X 2-112' DEMI L "H' = TAPCON = HINGE TO DOOR AND FRAME n O O Ln Ni TYP. Mi B NOTE NO. 1: L® TYP. 1 WHEN ATTACHING THE HINGE JAMB TO THE A --� 6' 6' SIDELITE JAMB USE A #10 x 1 1/2" PFH WS. WHEN ANCHORING A 3b X 8'0 DOOR TO SUB BUCK USE A #10 x 2' PFH WS. AND A _ 19 X 1' PFH WS IN THE REMAINING OF HOLES. (VOTE: SIDELITES ARE AN OPTION _ AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 4" in 4' 3' 3" _O _ C9 4 SEE DETAIL SEE 00 ri = 'G' DETAIL r? .H. � a7 tn Ln °D Q0 pn 'n mpn ?n = 1/4' X 2-1/2" Lo_ ` aaq in .- . N lO e E TYP. C i 4. 3' 3' 4" R 6' 6" 4" 4• 00162 F l 11 It �r TYP. #8 X 2-1/2' PFH WS TYP. 7YP. E D C TAPOCON 4 ® 4 ( 11 3 RW B C R W Building Consultants, Inc.. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33594 Phone 813.684.3831 Facsimile 813.684.3831 ENGINEER'S NOTICE OF EVALUATION # GDI-164F JELD-WEN, INC. 3250 Lakeport Blvd. Klamath Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Model Designation: DoorCraft®Gladiator Steel Door (Glazed or Opaque) with or without Side-lites Maximum Overall Nominal Size: up to 8'4 a 6'8 Usable In -swing Configurations: XX, OXXO General Description: The head and jambs are wood measuring 4.5" x 1.25" with an extruded aluminum saddle threshold The door panels and sidelite panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued to wood stiles and rails with an expanded polystyrene core. The inactive door panel is affixed with an extruded aluminum astragal to receive the active panel. The glazed models are routed to receive Yz" insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test Description Test Location Date Report No. Certifying Engineer ASTM E330 Uniform Static CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 Air Pressure QTI - Everett, Washington August 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 AAMA 1302.5 Forced Entry CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Pgtel P.E. # 20224 TI - Everett, Washington August 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 AStM E331 " Water CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 Penetration QTI - Everett, Washington . August 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 ASTM E293 Air Infiltration CTL — Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 QTI - Everett, Washin Au st 13, 1998 S98 -280 -MH J. Clark Johnson P.E. # 15891 Sidelites are considered a window and meet 15% of Positive Design Pressure water infiltration criteria under ASTM E331. Design Pressure Ratings: Installation and Anchoring: See reverse side this page Use 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures does not exceed the design pressige ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1-707, 4.4 Artcttorage Iviethods and sub- sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors mini be. substitµjeo and the, length must be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained. Certification: Florida Professional Engineer - Seal No. 54158 March 12, 2002 Wendell l!ianey 1 4 DoorCraft®Gladiator Wood Edge in -swing Steel Door Maximum Size Up 7o 8'4 x 618 SEE DETAIL wEw n -1 1 B" L 1 -1 B. I-- 1 -1 1 L in OR h ri io W1 �l in 6.� 2 wi 10x2' PFH WS DETAIL D' STRIKE AND DEADBOLT PLATES TO ASTRAGAL SEE NOTE �1 DETAIL "C' HINGE TO DOOR AND FRAME SEE - DETAIL NOTE NO. 1: .c" WHEN ATTACHING THE HINGE JAMB TO THE SIDELITE JAMB USE A I10 x 1 1/2" PFH WS. WHEN ANCHORING THE HINGE JAMB TO SUB BUCK U�E A 110 x 2" PFH WS. AN ' A 19 X 1 " PFH WS IN TI;E REMAINING HOLES. 4' SEE DETAIL 6- q8 w�-'� j17N 4. 4 �3" 1 �sw� 3�i 1 11 ( ( ( ( 11 O TYP. L 18 X 2-112- PFH WS . SEE DETAIL in 0 b" � TYP. ti 9YT A B G in 1/4",X 2-1/2' TAPCON n r Q TYP. r r 3- 3" 6" w 4 I o T O1 DETAIL 'E' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME WITH 2 — 18 X 2-1/2" PFH WS T a OD1184 F 51 R W R W Building Consultants Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33594 Phone 813.684.3831 Facsimile 813.684.3831 ENGINEER'S NOTICE OF EVALUATION # GTI -166F JELD-WEN, INC. 3250 Lakeport Blvd. Klamath Falls Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Model Designation: DoorCraftGladiator® Steel Door In -swing (Glazed or Opaque) with or without Side-lites Maidmum Overall Nominal Size: up to 910 a 618 Usable In -swing Configurations: XOO, OOX, OXO, XO, OX General Description: The continuous head and side jambs are Eastern white pine measuring 4.5" x 1.25" with an Endura #HFIB4566V In -swing triple door sill. The door panel and fixed panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued to wood stiles and rails with an expanded polystyrene core. The structural mullions are one piece Eastern pine by Endura. The glazed panels are routed to receive %" insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Vests: (1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test Descri 'on Test Location Date Report No. Certifymg Engineer ASTM E330 Uniform Static CTL— Orlando, Florida May 10, 2000 CTLA456WA Ramesh Patel P.E. # 20224 - Air Pressure NC rL- Orlando, FL September 10, 1998 210-2070-1,2,3 Barry Portn , P.E. # 18258 P 202 Forced Envy CTT' — Orlando' Florida May 10, 2000 CTLA456WA Ramesh Patel P.E. # 20224 NCTL- Orlando, FL September 10, 1998 210-2070-1,2.3 Barry Portnoy, P.E. # 18258 ASTM E331 " Water CTL — Orlando, Florida May 10, 2000 CTLA456WA Ramesh Patel P.E. # 20224 Penetration NCTL- Orlando, FL Septenjbff 10, 1998 210-2070-1,2,3 Barry Pormoy, P.E. # 18258 ASTM E283 Air Infiltration CT' — '�'r o' Florida May 10, 2000 TSePtember 1 CTLA456WA Ramesh Patel P.E. # 20224 NCTI, Odando, FL 10, 1998 1 210-2070-1,2,3 Bann Portnoy, P.E. # 18258 o,.,ouw =u wmiucnu a wmuow anu mem i.) -/o or rosmve Lesrgn rnssure water mnM=on cntena under ANTM E331. Design Pressure Ratings: Configuration Maximum Size Design Pressure Ratings Glazed Single with Fixed Lite XO, OX Up To 6'0 x 6'8 +48.00 -48.00 Glazed Sina with Fixed Lites XOO, OOX, OXO Up To 9'0 x 6'8 +48.00 -48.00 Installation and Anchoring: See reverse side this page Use I. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. • 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4" X";111 �% - engagement of the Tapcon into the masonry wall is obtained. �. Certification: Lyndon F. Schmidt, P.E. Florida Professional Engineer No. 43409 April 8, 2002 19506 French Lace Drive Lutz, FL 33558 L M DoorCrafi® Gladiator® Wood Edge In -swing Steep Door Maximum Size Up To 9'0 x 6118 6,. 6" 6'. 3" 3,. —I II 11 I. 3" 3" 6 "T -I #10x2 i/2 PFH WS 0 rj 6 1�6" t6"-�-�_ �-6" #9 x 1 " PFH 6 -P- i -- ITF SEE Ln= DETAIL M P "E» °p SEE DETAIL LO »D vi co Pon (6 n Wood Screw OPTIONAL CONFIGURATIONS 110 x 1-3/47 PFH Wood Screw #9 x 1 " PFH Wood Screw #9 x I" PFH Wood 'Sdr ew• -. DETAIL "D" . I x 2'' 'P>' H ' Wood Screw 1 #,$ x 2" PF DETAIL "E" t; G r Of r r r r r r r r r r r X 0 0 0 �/r /� � r r r r r r r r r r t; G r r r r r r r X 0 r r r r r r t; G R W R W Building Consultants, Inc. B C Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33394 Phone 813.684.3831 Facsimile 813.684.3954 DOOR FRAME ANCHORING The 2001 FLORIDA BUILDING CODE requires window and door assemblies to be anchored according to the manufacturers recommendations to achieve the design pressures specified (see Section 1707.4.4 Anchorage Methods). The sketches below represent the load paths used to calculate this anchoring. DOOR TYPES: Single or Double (with or without sidelites) Load Path Sketches: Load Division Line (typ) I— Anchoring Zone (typ) Single Door 1 A2 Example: 36" wide X 80" high Design Pressure = 65 psf FV = 235 lbs. Al = 4.5 sf A2 = 7.75 sf Anchorina Formula: NA = Number of Anchors Required per Zone P = Design Pressure (psf) Al, A2 = Area (sq. feet) per zone FV = Fastener Shear Value (lbs.) NAI =AI * P / FV NA2 = A2 ' P / FV NAI = Al ' P / FV NA1 = (4.5)(65)/235 = 1.3 (round up to 2) NA2 = A2 • P / FV NA2 = (7.75)(65)/235 = 2.1 (round up to 3) Therfore, a minimum of 2 anchors in zone Al and 3 anchors in zone A2 are required (8 total). Anchoring Zone (typ) r Load Division Line (typ) Double Door / Single Door w/sidelites 0 Example: 72^ wide X 96" high Design Pressure = 65 psf FV = 235 lbs. Al = 4.5 sf A2 = 19.5 sf NAI = Al ' P / FV NAI = (4.5)(65)/235 = 1.3 (round up to 2) NA2 = A2 . P / FV NA2 = (19.5)(65)/235 = 5.4 (round up to 6) Therfore, a minimum of 2 anchors in each zone Al and 6 anchors in each zone A2 are required (16 total). Note: A2 load is conservative since loads supported by astragal are not considered. 6J17/2002 Lrnci n F. Sohrr:idi, P.I.- Florida Ucanse NcL 43409 19506" French Lace Dr. page 1 of 2 Lutz, FL 33558 R w _.. R W Building Consultants, Inc. B�. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33594 Phone 813.684.3831 Facsimile 813.684.3954 DOOR FRAME ANCHORING (cont'd) 1 Load Path Sketches: Load Division Line (typ) Anchoring Zone (typ) Al i X12 i i i Double Door wlsidelites Load suppc Anchorina Formula: NA = Number of Anchors Required per Zone P = Design Pressure (psf) Al, A2 = Area (sq. feet) per zone FV = Fastener Shear Value (lbs.) NAI = Al * P / FV NA2 =A2`P/FV Examole: 108" wide X196" high Design Pressure = 47 psf FV = 235 lbs. Al = 18 sf A2=12sf NAI = Al ' P / FV NA1 = (18)(47)/235 = 3.6 (round up to 4) NA2 = A2' P / FV NA2 = (12)(47)/235 = 2.4 (round up to 3) Therfore, a minimum of 4 anchors in each zone Al and 6 anchors in each zone A2 are required (14 total). rted by Astragal (12 sf) a 6/17/2002 Lyndon F. Schnidi, P.E. Florida L;cwrS:e Nc. 43409 19506 French Lacs Dr. Lutz, FL 33558 M DoorCraft ®GLADIATOR WOOD EDGE OPAQUE INSULATED STEEL DOOR OUT -SWING / INSWING 6-8 UNITS W/ 8 WiOUT SIDELITES 37.50" MAX. OVERALL WIDTH 53.0" MAX. OVERALL WIDTH i12 IP_41I1 X 0 53.0" MAX. -1 OVERALL WIDTH I 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT -SWING OUT -SWING OUT -SWING POS. 53.0 NEG. 57.0 POS. 53.0 NEG. 57.0 POS. 53.0 NEG. 57.0 IN -SWING IN -SWING IN -SWING FPOS. 48.0 NEG. 48.0 POS. 48.0 NEG. 48.0 POS. 48.0 NEG. 48.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4, 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 74" MAX. 105.25" MAX. OVERALL FRAME WIDTH 7 OVERALL FRAME WIDTH X X DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 PRODUCT DESCRIPTION 0 X X 0 1. THE DOOR FACE SHE;TS ARE 25 GA. (0.018) MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE SIDELITE GLAZING IS 0.5" INSULATED GLASS BY ODL 5. THE WOOD JAMBS ARE A MIN. 4-9/15". 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). 7. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE II WITH A 161 (EDGE PREP (AND A MINIMUM 1.0" DEAD13OLT THROW. DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 i JUNE 28, 2002 Lyndon F. Schmidt Rondo P. E. No. 4.3409 19505 Fr'enct, Loce Drive Lutz, FL 33558 W. - 12 :a 813.659.9197 L�. N.T.S. ar: RW BY: RW. - NTNG NO.: JW -101 -OC 1 or 4 3/16" TAPCON TYPE ANCHOR im • '3 MASONRY LINTEL EXTERIOR I I �a hx 1/2" DRY6 2X BUCK 1 x 2 FlRRING � -1/2" DRYWALL - i x 2 FlRRING 2X BUCK INTERIOR N ' y 8 x 2-1/2" PFH WS n G > 1/2" DRYWALL MAX 18" O.C. HEAO JAMB z 1 TO 2X SUB -BUCK W a �d' MASONRY LINTEL 3 a O.C. u � i Q :CNCRETE c - O O 4ASONRY BLOCK I O < N INTERIOR w ] h� 2 3.0" S ? M O 4 y a x 2-1/2" z PFH WS v _ Ni EXTERIOR 25 MAX. SHIM SPACE I.15" MIN. EMB. d 1 VERTICAL SIDE JAMB 1.25' MIN. 70 2X SUB -BUCK EMB. _ 2 X INSTALLATION 1; 1 n G > 1/2" DRYWALL MAX 18" O.C. ts.a' MAX. I x 2 FlRRING �d' MASONRY LINTEL 3 a O.C. u � i Q :CNCRETE c - 7:: BUCK 4ASONRY BLOCK I O T 'o Ln 13116" TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL (235 LB. SHEAR RATING) EXTERIOR �a ] h� TAPCON 3.0" S ? 3 16" 1.75" / 4 HEAD JAMB I TO 1X SUB -BUCK \� n G > 1/2" DRYWALL X BUCK ts.a' MAX. U O O L7 INTERIOR y O.C. u � i \ c - 7:: BUCK LL Oe � O T 'o Ln INTERIOR lL � - �Q 1/2" DRYWALL X BUCK ts.a' MAX. 1 x 2 FIRRING INTERIOR y O.C. 3/16' TAPCON CONCRETE MASONRY BLOCK n O z 0- 0 O 0 3/16 TAPCON 7,25"MIN. .IS' MIN. TYPE ANCHOR EMB.EMB. e - ' ELCO TAPCON OR EQUAL - .25" MAX. SHIM SPACE z (235 LB. SHEAR RATING) O ..:..y .. _ �, — EXTERIOR VERTICAL SIDE JAMB ¢,. i0 1X SUB -BUCK _- 6.0" _ _. — 3.0" 3.0" 3.0„ - 3.0" 3.0" �_1 l e 1 X INSTALLATION f P X 2 i/2' - NOTE. A PFH WS A minimum clearance of 2.0•' for all anchoring screws to mortar joints must be maintained. ANCHORING OF SIDELITE TO 2X BUCK I. 3/I6" TMCON ANAN.HORINGOFSID I�THRO H 1XBUCKSID IT THROUGH 1X BUCK z � CY) 0) Z N Z On Ltl = p N Ln COQ Z W O � w EE � Z 3 U C -D Z = I Z z C �' V11 BUILDING CONSULTANTS. INC 813.659.9197 11 DATE: 6/05/02 SCALE: NTS DWG. BY: WLN CHK. BY: RW DRAWING NO.: JW-101—OC SHEET 2 OF ¢ MASONRY LINTEL 1 � m � 1 x 2 FIRRING - Cr, v 7 O_ DRYWALL MASONRY LINTEL �'\'•�/ i ? n 1 x 2 FIRRING v c0 3" MAX 18" O.C.r-- 2-1 DRYWALL^', !� ! = 6 — 3/16" TAPCON - V) Z TYPE ANCHOR - �I I L- 11.1 c _ ,t 3/76" TAPCON \� r a y o EXTERIOR ? INTERIOR ? TYPE ANCHOR �ai v IX BUCK 7nW as I d 1n co N w .25" MAX. �_ !f 8 x 2-1/2-� 1.75" �- CONCRETE SHIM SPACE D) t N PFH WS �� MASONRY BLOCK EXTERIOR 3.25' INTERIOR i71 HEAD JAMB N 1 TO 2X SUB -BUCK Cr 2X BUCK Jo• n a HEAD JAMB Z N DRYWALL .75" MIN. < TO 7X SUB -BUCK C -SINK = 1 x 2 FIRRING INTERIOR = U Q l j —f a z3�N 0 ^_ d 1X BUCK = Z co i p : Is.o• MAx. DRYWALL .75" MIN. C -SINK N o N o.c. 1 x 2 FIRRING = U'+ L— Q8 x 2-7/2" } PFH WS Z INTERIOR IN _ _ N 7 M V 10- 3116- 3/16" TAPCON EXTERIOR = o r7 TYPE ANCHOR CONCRETE N MASONRY BLOCK 1 4. 25" MAX.W SHIM SPACE Z I O z 3/16" TAPCON ;7- 1. 15" =1.15" MIN. Q TYPE ANCHOR W EMB. ^ o 3/16" TAPCON EXTERIOR 00 TYPE ANCHOR 1.25 EIn 2 Ms. '° ' ELCO TAPCON OR EQUAL ZO QD ¢ (235 LB. SHEAR RATING)1.25" MIN C.J ¢ Z ? EMB.Of VERTICAL SIDE JAMB I ML .25" MAX. O i1 o SHIM SPACE 7C 2X SUB -BUCK 2 X INSTALLATION --_ ij1 VERTICAL SIDE JAMB Z 3/16" iAPCON TO 1X SUB -BUCK 6.0" 6.0' TYPE ANCHOR 3.0" ELCO TAPCON OR EQUAL 3.0 L..- 3.0" (235 L8. SHEAR RATING) 4 _ — 6.0" CONSULTANTS, INC 3.0" 813.659.9197 3.0" u; DAZE 6/05/02 I I SCALE: NTS Be ; PFH /"5�) I I I I I Dwc. eY: WLN 1 X INSTALLATION `D CHK. BY: RW AN!'HORIN . OF SID IT 70 2X BUCK NOTE- J/16' iAPCON DRAWING NO.: 1. When using a 1X sub -buck a 6-9/16" jamb is required to allow for min. edge spacing for Topcon type anchors, JW -101-0C 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. 1 ANCHORING OF SIDELIT.E THHQQGH IX BUCK sHeer 3 OF 4 N T_ 1/2" DRYWALL SHEATHING DOUBLE 2X 2S HEADER HEADER 1 xL xl-_ a INTERIOR PFH WS HEAD JAMB SHEATHING 2x4 1/2' DRYWALL 1 VERTICAL SIDE JAMB L 5� I Q I SINGLE DOOR 0 F- 0 N I] o c uT u U Z -= M cn r_ rT \ J , � rn Q Z N t0 O1 � U Q ¢ o ?3�N w Sry _ ^` 3= L� N Lu U � � w � Lo _ w w � � U cr C7 O 0 0 3 3 3 I Z BUILDING CONSULTANTS, INC 813.659.9197 DATE: 6/05/02 Saye: NTS Owc. BY: TJH CNK. BY: RW DRAWNG NO.: JW-101—OC SHEET 4 OF 4 DOUBLE DOOR 6.0" 3.0' 1 0 �a T SINGLE OR DOUBLE DOOR WITH SIDELITES 1777- ) cry C6 G i(J W 1 H v X H N ' EXTERIOR --1.25" 2X STUD 1.15' MIN. EMS. 2X JACK STUD .25' MAX. SHIM SPACE 15' MIN. C -SINK EXTERIOR N /e x 2-1/2"It _ PFH WS INTERIO 5� I Q I SINGLE DOOR 0 F- 0 N I] o c uT u U Z -= M cn r_ rT \ J , � rn Q Z N t0 O1 � U Q ¢ o ?3�N w Sry _ ^` 3= L� N Lu U � � w � Lo _ w w � � U cr C7 O 0 0 3 3 3 I Z BUILDING CONSULTANTS, INC 813.659.9197 DATE: 6/05/02 Saye: NTS Owc. BY: TJH CNK. BY: RW DRAWNG NO.: JW-101—OC SHEET 4 OF 4 DOUBLE DOOR 6.0" 3.0' 1 0 �a T SINGLE OR DOUBLE DOOR WITH SIDELITES 1777- ) cry DoorCraft ® ENERGY SAVER WOOD EDGE OPAQUE INSULATED STEEL DOOR OUT -SWING / IN -SWING "UNITS W/& WAOUTSIDELITES 53.0" MAX. OVERALL WIDTH X 0 53.0" MAX. _{ OVERALL WIDTH I 37,50" MAX. OVERALL WIDTH Goo OUT / IN -SWING BY GENESIS POS. 70.0 NEG. 70.0 W x w OUT / IN -SWING � 8 GO to Z /l * 7. THE IMPERIAL ASTRAGAL USES A 9.0" LONG x 0.3125' DIA. ASTRAGAL R00 J JUNE 28, 2002 TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625" THK. ALUMINUM ROD SLIDE X 53.0" MAX. OVERALL WIDTH X 0 53.0" MAX. _{ OVERALL WIDTH I 0 X DESIGN PRESSURE RATINGDESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING POS. 70.0 NEG. 70.0 POS. 70.0 NEG. 70.0 POS. 70.0 NEG. 70.0 GENERAL N07 S 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. I r_ 74" MAX. OVERALL FRAME WIDTH X X ASTRAGAL TYPE DESIGN PRESSURE RATING Goo OUT / IN -SWING BY GENESIS POS. 70.0 NEG. 70.0 0 X DESIGN PRESSURE RATINGDESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING POS. 70.0 NEG. 70.0 POS. 70.0 NEG. 70.0 POS. 70.0 NEG. 70.0 GENERAL N07 S 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. I r_ 74" MAX. OVERALL FRAME WIDTH X X ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING BY GENESIS POS. 70.0 NEG. 70.0 IMPERIAL ASTRAGAL OUT / IN -SWING SEE * BELOW POS. 57.0 NEG. 57.0 105.25" MAX. I OVERALL FRAME WIDTH 0 X X 0 ASTRAGAL TYPE 00 GOO OUT / IN -SWING - ul-po POS. 70.0 NEG. 70.0 00 OUT / IN -SWING 0 X X 0 ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER 11 OUT / IN -SWING BY GENESIS POS. 70.0 NEG. 70.0 IMPERIAL ASTRAGAL OUT / IN -SWING SEE ' BELOW POS. 57.0 NEG. 57.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 24 GA (0.020) MIN. THICKNESS. �� QVC'✓1 - - .. ___--.-__� 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. N �% 4. THE SIDELITE GLAZING IS 0.5" INSULATED GLASS BY ODL / 5. THE WOOD JAMBS ARE A MIN. 4-9/16". 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). /l * 7. THE IMPERIAL ASTRAGAL USES A 9.0" LONG x 0.3125' DIA. ASTRAGAL R00 J JUNE 28, 2002 TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625" THK. ALUMINUM ROD SLIDE Lyndon F. Schmidt BARS. THERE IS (1) ALUMINUM BAR TOP & BOTFOM & (3) IN THE CENTER. Florida P. E. No. 43409 8. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE II 19506 French Lace Drive Lutz, FL 33558 WITH A 161 EDGE PREP AND A MINIMUM 1.0" DEADBOLT THROW. or N o F-" WOW 2 FW- c� WOj !2 Z U o¢ m� IIDING aNSULI.l .11 813.659.9197 E 6/12/02 uM N.T.S. BY: WLN C BY: RW \YANG NO.: JW -102 -OC xr _L OF 4 r L0 "s 3/16" TAPCON 1/2" DRYWALL QI N i TYPE AN*HOR 3" MAX 18" O.C. 1 x 2 FIRRING u O ' S61/2" DRYWALL 3 N OJ MASONRY LINTEL1 x 2 FIRRING MASONRYLINTEL5"L)JX BUCK L"LO 7.x BUCK CONCRETE -UEXTERIORNTERIOR MASONRY BLOCK3/16" TAPCON TYPE ANCHOREXTERIOR ��`�ELCO TAPCON OR EQUAL "(235 LB. SHEAR RATING) ix3/16" TAPCON" 3.0' �32 ~1.73"cc N U PFH WS dHEAD JAMB Z �F HEAD JAMB Z ° TO 1X SUB -BUCK TO 2X SUB -BUCK (L C o 1/2" DRYWALL DRYWALL p - o Q 1X BUCK Z O N 2X BUCK `� ts.o' MAx. 1 x 2 FIRRING INTERIOR = Zpco 1 x 2 FIRRING INTERIOR ° o.a Z 0 2 v t* O n # 8 x 2-1/2" Z �.� 3/16" TAPCON -U L PFH WS 7 M ci / CONCRETE MASONRY BLOCK o ' Cl) c z Z LJ 3/16" TAPCON ;per• C- f- Q TYPE ANCHOR. —L EXTERIOR O ,o O O I, � .25' MAx. o 3/16" TAPCON 1.25" MIN. .is" MIN. O L, SPACE o TYPE ANCHOR EMB EMe. ELCO TAPCON OR EQUAL LSM"SPACE O Z $ 1.15" MIN. Z (235 LB. SHEAR RATING) CD C.0 EMB. Z Z... EXTERIOR 1 VERTICAL SIDE t 2EMs. 1N io 2x SUB -BUCK 2 X INSTALLATION 1 VERTICAL SIDE JAMB Q Z TO 1X SUB BUCK 6.0" Ed. 6.0'0 3.0" 3.0" 3.0., I e- 1 X INSTALLATION r� DATE: 6/12/02 _L scaLE: NTS o DWG. eY: WLN 'CHK. 6Y: RW IS x 2 1/2' NOTE. 1 3/16' TAPCON DRAWING NO.: PM N'S A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. JW -102 -OC ANCHORING OF SIDELITE TO 2X BUCK I I aNr`HORING OF SIDELITE THROUGH 1X BUCK SHEET 2 OF 4 MASONRY LINTEL 1 x 2 FIRRING j-1.5"–+ �( DRYWALL EXTERIOR ? T— �aj U �w to DRYWALL .15" MIN. No 18 x 2-1/2 C–SINK PFH WS /T\ HEAD JAMB _7 JCTE6IQ6 TO 2X SUB–BUCK 2X BUCK DRYWALL \ I x 2 FIRRING � 3/16" TAPCONZ TYPE ANCHOR 3/16" TAPCON TYPE ANCHOR .75'� �z e N �U _ .15" MIN. C–SINK Z INTERiO W 0 \ 0 x 2-1/2". e PFH WS EXTERIOR o z 25" MAX. SHIM SPACE 1.15" MIN. EMB. t 1 Tyv��'�.J= t"–rMASONRY LINTEL, 1 x 2 FRP.I.Nt V a0 MAX 18" O.C. },� —T'+r 'T° _}j. I—, --I 1 "u Ln yviii�S�y1`` ,1 •W-e1P1 fF 1 2" DRYWALL \ N ' –1 LJ = :J J = w 3/16" TAPCON n o �— TYPE ANCHOR 1X BUCK _O fn Nm LL � N W .25" MAX. SHIM SPACE BLOCK EXTERIO L 3.25" INTERIOR e a 16.a• MA%. CONCRETE MASONRY BLOCK z W o_ o a p 3/16" TAPCON 1.25" MIN. TYPE ANCHOR EMB. `D ELCO TAPCON OR EQUAL i (235 I.S. SHEAR RATING) VERTICAL SIDE JAMB 70 2X SUB–BUCK `v Z 2 X INSTALLATION 6.0" 3/16" TAPCON .0TYPE ANCHOR 0"ELCO TAPCON OR EQUAL]—:360 3.0"-- (235 LB. SHEAR RATING) /6 x 2 1/2' P� WS 1 X INSTALLATION ANCHORING OF SID TT TO 2X BUCK NOTE.' 1. When using a 1X sub–buck o 6-9/16" jamb is required to allow for min. edge spacing for Topcon type anchorls. 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. 1 JAMB GHEAD 70 1X SUB–BUCK 1X BUCK DRYWALL .15" MIN. 1 x 2 FIRRING C–SINK L _7 JCTE6IQ6 N 1 I .. 3/16" TAPCON TYPE ANCHOR E3IFHIDS 1.25" MIN.I L EMB. .25" MAX. SHIM SPACE WERE AL SIDE JAMB TO 1X SUB–BUCK 6.0" 6.0" 3.0„ 3.0" 3/16• TAPCON ANCHORING OF SIDELITE THROUGH I wllnv cc Z N f0 Cb U ¢ LO Z3CN _ C) C 1�()a - , w 6U1LD1NG FNSULTANTS. INC 813.659.9197 SCALE NTS DWG. BY: WLN cW er: RW DRAWMG NO.: JW-102–OC SHM 3 aF 4 . N 01 N o 0 Q 1/2" DRYWALL SHEATHING DOUBLE 2X 6.0, 1 6.D' _ A Z_ T `>• y QO t a o Lo _T 2x HEADER. HEADER r 7 I 1\�.�Y, \ If66 J n Z L M cu LJi O J Z J O In CE Q] < N SINGLE DOOR 1NTER1QB 8 x 2.-1/2' z "'• y PFH WS hcc �n I EXTERIOR � HEAD JAMB (@F/ ch Qf Q CC -N,2X STUD 1 6 3.0" (j ? = O N 6.0" 3.0' 6.0" e 3 1.15" MIN. EMB. 2X JACK STUD cd.25' MAX. w fo SHIM SPACE - • .15• MIN. ... N SHEATHING C -SINK - ax 14' TYP. Z C] 0 EXTERIOR Z DOUBLE DOOR w c~n N cn w L cNi1 O 6.0 6.0" 6.0" 6 O• Q Lo \ L� /e x 2-1/2' O Y p PFH WS 3.0' 3.0• 3.0. 3.0• O Q 3 3 3 z Ll �� 2x4 1/2" DRYWALL o 16 I 1 I 1 �BUILDINC T 1 CONSULTMTTS. INC 813.659.9197 SINGLE OR DOUBLE DOOR WITH SIDELITES OATS 6112102 �1 VERTICAL SIDE JAMB SCALE NTS MVG. En: WLN cHx. En: RW DRAWING NO.: r JW -102 -OC SHEET 4 OF 4 DoorCraft ® ENERGY SAVER WOOD EDGE OPAOUE INSULATED STEEL DOOR OUTSWING / IN -SWING 8-0 UNITS W/ & WiOUT SIDELITES 37.50"MAX. OVERALL WIDTH 2 W W 0_ O e Z i O Z X 53.0" MAX. OVERALL WIDTH X 0 53.0" MAX. ... OVERALL WIDTH I lov 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDEUTES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 74" MAX. 705.25' MAX OVERALL FRAME WIDTH OVERALL FRAME WIDTH E AGAL TYPE DESIGN PRESSURE RATING WINDJAMBER It OUT / IN -SWING BY GENESIS Ar IMPERIAL ASTPA OUT / IN -SWING SEE ' BELOW POS. 43.0 NEG. 43.0 r !r X 0 53.0" MAX. ... OVERALL WIDTH I lov 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDEUTES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 74" MAX. 705.25' MAX OVERALL FRAME WIDTH OVERALL FRAME WIDTH E AGAL TYPE DESIGN PRESSURE RATING WINDJAMBER It OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL ASTPA OUT / IN -SWING SEE ' BELOW 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 POS. 60.0 NEG. 60.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDEUTES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 74" MAX. 705.25' MAX OVERALL FRAME WIDTH OVERALL FRAME WIDTH E AGAL TYPE DESIGN PRESSURE RATING WINDJAMBER It OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL ASTPA OUT / IN -SWING SEE ' BELOW POS. 43.0 NEG. 43.0 DESIGN PRESSURE RATING WINDJAMBER It OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 r OUT / IN -SWING SEE • BELOW e r !r ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER It OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL ASIRA OUT / IN -SWING SEE • BELOW POS. 43.0 NEG. 43.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 24 GA. (0.020) MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE 4. THE SIDELITE GLAZING IS 0.5' INSULATED GLASS BY ODL 5. THE WOOD JAMBS ARE A MIN. 4-9/16'. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). * 7. THE IMPERIAL ASTRAGAL USES A 9.0" LONG x 0.3125" DIA ASTRAGAL ROD TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625' THK. ALUMINUM ROD SLIDE BARS. THERE IS (1) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CENTER. B. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE It WITH A 161 EDGE I PREP AND A MINIMUM 1.0' DEADBOLT THROW. 7 l� ® %� 28, 2002 Lyndon F. Schmidt Floridn P. E Na- 43409 19506 French lace Drive Lutz, FL 33558 i U'D:NNG NvvNCA 813.559.9197 E: 6112102 U N.T.S. B'-' WLN e: RW ,vnNc No.: JW -103 -OC ar _L or 4 00 T_ C) T_ 3116- TAPCON TYPE ANCHOR ANCHOR Cd 112- DRYWALL 3' MAX IS' O.C. P_ .6 0) M MASONRY LINTEL 1.5 I x 2 FIRRING• _�_, 7w T.P tL, I F, 1/2 DRYWALL 0 U0 00 E • 2X BUCK 1 2 FIRRING 5 Lo 0 0 Lr) --J LJ j _j -17 CONCRETE MASONRY BLOCK MASONRY LINTEL M 5" C. LE EXTERIO INTERIOR 4 (X BUCK 0 U') 2 112" H-1.75" J 11 8 x 2- EXTERIOR INTERIOR PFH WS cc TDHEA%JAMI1 X SUB-. LICK .0, MAX. O.C. r1 T TAPCON O Z z —1.75J .3/16- 1/2- DRYWALL man,"T 2X BUCK FIRRING RR,NG To rz Lo C) Cc, 1 INTERK) 00 CONCRETE -MASONRY BLOCK 112- DRYWALL Ix BUCK � I x 2 FIRRING - INTERN) 8 x 2 PFH WS LU z C') C-) (L 3116- TAPCON 3116- TAPCON TYPE ANCHOR LLJ 3116- TAPCON TYPE ANCHOR, ELCO TAPCON OR EQUAL (235 LB. SHEAR RATING) 777 LLJ '25" TAPCON ANCHOR 215 - MAX.MAX7 Q LL 'M SP • SHIM SPACE00 M MIN. q; EMS Z EMB. 1.2EMS. 5- IN V. IEMS. IN. L L , - 1.25" MIN. SHI5MAX. EMS. ELCO TAPCON OR EQUAL M" SPACE CD (235 LB. SHEAR RATING) VERTICAL SIDE JAMB 6.0 — TO 2X SUB -BUCK 3.0" 6.0" 31116'- TAPCON TAPCON 3. oil3.0" TYPE ANCHOR VERTICAL SIDE JAMB 2 X INSTALLATION 6.0"— 4 TO IX SUB -BUCK IS . 2 V2' PM WS TT ANCHORING OF SIDELITE TO 2X BUCK NOTE A minimum clearance of *2.0" for all anchoring[ screws to mortar joints must be maintained. v. 6.0 3.0" 3.0" I X IttTALLATION 1 3116- TAPCON —J� — ,ALCHORING OF SIbELITE THROUGH IX BUCK JIV BUILDING CONSULTANTS, INC 1 813.659.9197 111 SCALE:. NTS DWG. BY: WLN CHK. BY: RW DRAWING NO.: JW -103 -OC SHEET 2 OF 4 MASONRY LIMEL 3' 1 x 2 FIRRING - — – MASONRY LINTEL DRYWALL 1 2 FIRRING G r. r'7 3/16' TAPCON U M ii TYPE ANCHOR ° _° �. -3 CONCRETE d N L` MASONRY BLOQK 3/16 TAPCON O L� ni TYPE ANCHOR -o o EXTERIOR = INTERIORF 1X BUCK j, �p –I M W N i ai J O U) A –j NW .25" MAX. .�F3.0" � a SHIM SPACE 1.75' z z d ERIO n= H 8 x 2-1/2` �� ^ °. EXTERIOR 3.25" --I INT R PFH WS ^� 7 HEAD JAMB CONSULTANTS, INC 813.659.9197 i SCALL. NTS DWG. BY: WLN cc HEAD JAMB Q 1 TO 2X SUB–BUCK TO 1X SUB–BUCK �p � p^j Q CC L 6.0" MAX. U 0 N 1X BUCK DRYWALL � .15" MIN. •,:a ". O.C. 2X BUCK O C310 DRYWALL 15" MIN = °' INTERIOR o ^ N C–SINK a "T 1 7 x 2 FIRRING O L'I ZO Mi 3/16" TAPCON ( INTERIOR o TYPE ANCHOR W N GO EXTERIOR N CONCRETE O U 1.25` MIN. U Z EMB. MASONRY BLOCK " o SHIM SPACEz U f– ZD ut J8 x 2-1/2' [ L' PFH WS ^ O z EXTERIOR 3/16" TAPCON z w TYPE ANCHOR a a 3/16" TAPCON TYPE ANCHOR 25" MAX. O O1 ELCO TAPCON OR EQUAL o (2J5 L8. SHEAR RATING) SHIM SPACE o w 1. 15" MIN. ^' EMB. z 1.25" MIN. -" 0 z EMB. VERTICAL SIDE JAMB TO 2X SUB–BUCK 6.0"6.0" va .0"6 0.. 3/16" TAPCON 3.0" TYPE ANCHOR 3.0"ELCO TAPCON OR EQUAL 3.0" (235 LB. SHEAR RATING) , 2 X INSTALLATION d8 x PFH 0 b WS ANCHORING OF SIDELITE TO 2X BUCK I X INSTALLATION NOTE. 1. When using a 1X sub–buck a 6-9/16" jamb is required to allow for min. edge spacing for Topcon type o1rhors. 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. VERTICAL SIDE JAMB 6,0" TO 1X SUB-BUCKBUILDINC 6.0" 3.0" 3.0° 3.0" 1 o — 3/16- TAPCON ANCHORING OF SIDELTE THROUGH 1X BUCK CONSULTANTS, INC 813.659.9197 i SCALL. NTS DWG. BY: WLN cc HEAD JAMB SHEET _L OF 4 Z N TO 1X SUB–BUCK �p � p^j Q CC L U 0 N 1X BUCK DRYWALL � .15" MIN. Z � = Z M W �_ 1 x 2 FIRRING–\ C310 � O LO L INTERIOR o ^ N LLJMU(L oLn "T 1 I L'I ZO Mi 3/16" TAPCON TYPE ANCHOR W N GO EXTERIOR N O U 1.25` MIN. U Z EMB. .25" MAX. SHIM SPACEz U f– ZD O VERTICAL SIDE JAMB 6,0" TO 1X SUB-BUCKBUILDINC 6.0" 3.0" 3.0° 3.0" 1 o — 3/16- TAPCON ANCHORING OF SIDELTE THROUGH 1X BUCK CONSULTANTS, INC 813.659.9197 DATE: 6112102 SCALL. NTS DWG. BY: WLN CHK. BY: RW DRAWING NO.: JW -103 -OC SHEET _L OF 4 01 N V- 04 m ` o. C] \ 1/2" DRYWALL SHEATHING 00 E o Ln DOUBLE 2X 6.0" 1 B. - ` Is 7 J M 2. HEADER HEADER U: L M . � ,\ LU U J li C IL C O a 116 O : T i� l Tu L T T aIry N �IUL1� Lo J O � L� 1 a n w SINGLE DOOR �I R I AE- TER, i" EF E # 3 _ 1 8 x 2.-1/2" z x cc PFH WS - EXTERIOR Z j HEAD JAMB �1 n n 1 6.0" 3.0" Q 2X STUD � 6.0" 1 3.0" � 6.0" V Q O. Q _ 3=a^ w - 2X JACK SND a 1 1 N O_ 1.15" MIN. Q .. W - - EMB. w U a - .25" MAX. I Max 14 TYP. - SHIM SPACE - Z O Z_ SHEATHING .15" MIN. C—SINK DOUBLE DOOR U N � XF TFRI°R o - cNi7 Icy U O 6.0" 6.0" Z 3 /B x 2-1/2" fi.0 " 6.0" O PFH WS 1 3.0" 3.0" � 1 INTERIOR Q 16 BUILDING 2x4 2x4 - rp' CONSULTANTS, INC - 1/2" DRYWALL . 813.659.9197 DATE: 6�1 X11 VERTICAL SIDE JAMB scSCALL.NTSTS SINGLE OR DOUBLE DOOR WITH SIDELITES DWG. BY: WLN e CHK. BY: RW DRAWING NO.: JW-103—OC SHEET 4 OF 4 DoorCraft ® GLADIATOR WOOD EDGE GLAZED INSULATED STEEL DOOR OUTS WING "UNITS W/ & W/OUT SIDELITES {� 37.50"MAX. I OVERALL WIDTH °j AV r AV � � r r Lu � r r r z r y r z- r e r M r r � e i t °j AV AV � r r r � r r r z r y r z- r e r 53.0' MAX. ���...{{{ OVERALL WIDTH I 53.0" MAX. _..{{{ OVERALL WIDTH I AV AV � r r r � '' r r r r y A t e r r r r r i 53.0" MAX. _..{{{ OVERALL WIDTH I X 0 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT—SWING OUT—SWING OUT—SWING POS. 46.0 NEG. 46.0 POS. 46.0 NEG. 46.0 POS. 46.0 NEG. 46.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR OUTSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING WOOD STUD ANCHORING SEE SHEET 3 OF 4. 74" MAX. rOVERALL FRAME WIDTH AV r � r r r '' t r r 6 t e r r f r Al t r X 0 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT—SWING OUT—SWING OUT—SWING POS. 46.0 NEG. 46.0 POS. 46.0 NEG. 46.0 POS. 46.0 NEG. 46.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR OUTSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING WOOD STUD ANCHORING SEE SHEET 3 OF 4. 74" MAX. rOVERALL FRAME WIDTH X X DESIGN PRESSURE RATING OUT—SWING POS. 46.0 NEG. 46.0 PRODUCT DESCRIPTION 105.25" MAX. OVERALL FRAME WIDTH t AV � r r r '' r r t e r r f Al e r r r r r r X X DESIGN PRESSURE RATING OUT—SWING POS. 46.0 NEG. 46.0 PRODUCT DESCRIPTION 105.25" MAX. OVERALL FRAME WIDTH t � r r r t r r f e r '1 r t r r r y 0 X X 0 1. THE DOOR FACE SHEETS ARE 25 GA. (0.018) MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE DOOR AND SIDEUTE GLAZING ARE 0.5' INSULATED GLASS BY ODL. 5, THE WOOD JAMBS ARE A MIN. 4-9/16'. 6, THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING). 7. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE It WITH A 161 EDIGE PREP AAD A MINIMUM 1.0" DEADBOLT THROW. DESIGN PRESSURE RATING OUT -SWING POS. 46.0 NEG. 46.0 JUNE 25, 2002 Lyndon r'. Scmidt Florida P. E. Nc. 4340e, 19506 French Lace Drive L;12, FL 33558 "y BUILDING D11MBIANTS, NO 813.659.9197 11 -: N.T.S. BY: WLN ar: RW MNG NO.: JW-104—OC 1 or 3 N N MASONRY LINTEL M ai1 x 2 FIRRING nw I Y EXTERIOR T— i W _ m U �W �a 1`+x 8 x 2-1/2 n PFH WS HEAD JAMB TO 2X SUB -BUCK 2X BUCK DRYWALL \ 1 x 2 FIRRING -, DRYWALL O ` o a 1— #8 x 2-1/2" PFH WS 3/16" TAPCON EXTERIOR TYPE ANCHOR 25" MAX. SHIM SPACE 1.15" MIN. N EMB. v.' 8 o > NAME MASONRY LINTEL t 1 x 2 fIR,i7NG` 0 00 r o o Ln MAX 18" D.C.J M J< MA. _y i 1F (� 2"� DRYV!ALL I W -77/. C LL Z 3/15" TA?CCN C, -CD-� TYPE ANCHOR J `o n 1X BUCK m N al w .25" MAX. BLOCK SHIM SPACE EXTERIOR L 3.25" M B = 1.25" MIN. - INTERIOR o N <al - e EMS. 1 F- 2 00 1 �z 3/16` TAPCON (/') �p pTYPETE CO. 1.75–i V) � 00 O 3 z MA. �U 0 _ .15" MIN. a N ' C–SINK i .25 MAX. z --{ IN7E IOR z a 3/16" TAPCON VERTICAL SIDE JAMB TO 1X SUB–BUCK 6.0" 6.0"0'. O ` o a 1— #8 x 2-1/2" PFH WS 3/16" TAPCON EXTERIOR TYPE ANCHOR 25" MAX. SHIM SPACE 1.15" MIN. N EMB. v.' 8 o > NAME MASONRY LINTEL t 1 x 2 fIR,i7NG` 0 00 r o o Ln MAX 18" D.C.J M J< MA. _y i 1F (� 2"� DRYV!ALL I W -77/. C LL Z 3/15" TA?CCN C, -CD-� TYPE ANCHOR J `o n 1X BUCK m N al w .25" MAX. BLOCK SHIM SPACE EXTERIOR L 3.25" M B = 1.25" MIN. - I 1n INTERIO o N N - e EMS. 1 F- 2 00 3/16` TAPCON (/') �p pTYPETE ANCHOR V) � 00 O 3 z Z � � � CJAMB VEL SIDE 0 TO 2x SUB -BUCK a Z Lo = 2 X INSTALLATION .25 MAX. z 6.0" 3/16" TAPCON VERTICAL SIDE JAMB TO 1X SUB–BUCK 6.0" 6.0"0'. �BUILDINC CONSULTANTS. INC 6.0" TYPE ANCHOR 813.659.9197 3.0` DATE : 6/12/02 3.0" DWG. BY: WLN ELCO TAPCON OR EQUAL o CHK. BY: RW DRAWING NO.: JW -104 -OC 3/16' TAPCDN ANCHORING OF SIDELITE THROUGH 1X BUCK SHEET 2 GP 3 3.0" (235 LB. SHEAR RATING) .;.:'? • .: o CONCRETE MASONRY BLOCK 3/16" TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL (235 LB. SHEAR RATING) I6 . 2 1/2' PM W6 1 X INSTALLATION ANCHORING OF ';IDELITE TO 2X BUCK 1 I NOTE.' 1. When using a 1X sub–buck a 6-9/16" jamb is required to allow for min. edge spacing for Topcon type anchors. 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. t HEAD JAMB TO 1X SUB–BUCK 1X BUCK DRYWALL-" J,_75" MIN. ,0 1 M V M N I 1n INTERIO o N N Z W O 1 F- 2 00 3/16` TAPCON (/') �p pTYPETE ANCHOR V) � 00 O 3 EXTERIOR Z � � � U � Z O 1.25" MIN. I Lo = EMB. II— .25 MAX. z SHIM SPACE ¢ O VERTICAL SIDE JAMB TO 1X SUB–BUCK 6.0" 6.0"0'. �BUILDINC CONSULTANTS. INC 3. 813.659.9197 3.0` DATE : 6/12/02 SCALE: NTS DWG. BY: WLN l I I I o CHK. BY: RW DRAWING NO.: JW -104 -OC 3/16' TAPCDN ANCHORING OF SIDELITE THROUGH 1X BUCK SHEET 2 GP 3 1/2' DRYWALL 1NTERIO L 8 x 2-1/2' PFH WS HEAD JAMB SHEATHING 2x4 - 1/2' DRYWALL 1 VERTICAL SIDE JAMB 1 1 C SHEATHING DOUBLE 2X s•o" s.o' 2x HEADER HEADER T 2 t � W SINGLE DOOR �z �U ' EXTERIOR 2X STUD w 1.15' MIN. a EMB. 2X JACK STUD a 25 MAX. w SHIM SPACE .15' MIN. C -SINK EXTERIOR N #8 x 2-1/2' PFH WS 1 v INTERIOR — o e t 1 0 0 N � u OD s r \\, 'o Tr Q 2 N W =q = a^o 3 = p N almva Z � O � DOUBLE DOOR w V) Ln � W z_ � N ~ 3 O 1n V) �t: O O 3.0. 3.0' O Z � SINGLE OR DOUBLE DOOR WITH SIDELITES f I 813.659.9197 DATE: 6112102 Sr.ALE NTS MG. B.. WLN CHK. BY: RW DUMNG NO.: JW -104 -OC SHEEP _L OF 3 qe N DoorCraft ® ENERGY SAVER WOOD EDGE GLAZED INSULATED STEEL DOOR OUT -SWING / INS WING 6.8 UNITS W/ & W/OUT SIDELTTES 37.50" MAX. OVERALL WIDTH � I = DESIGN PRESSURE RATING f� r r IS r r SEE • BELOW POS. 50.0 NEG. 50.0 Li f BY GENESIS r y x J r f r r O Ar A, r e r e o r f X t r � r y r r r r 53.0" MAX. OVERALL WIDTH 53.0" MAX. ���......{{{ OVERALL WIDTH I DESIGN PRESSURE RATING f� OUT / IN -SWING (WITHOUT BOLTS) r POS. 50.0 NEG. 50.0 r r SEE • BELOW POS. 50.0 NEG. 50.0 WINDJAMBER It f BY GENESIS r y r r f e r O 6 A, r r l' r e r f 53.0" MAX. ���......{{{ OVERALL WIDTH I X 0 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING (WITHOUT BOLTS) OUT / IN -SWING (WITHOUT BOLTS) OUT / IN -SWING (WITHOUT BOLTS) POS. 50.0 NEG. 50.0 POS, 50.0 NEG. 50.0 POS. 50.0 NEG. 50.0 OUT / IN -SWING (WITH BOLTS) OUT / IN -SWING (WITH BOLTS) OUT / IN -SWING (WITH BOLTS) POS. 65.0 NEG. 65.0 POS. 65.0 NEG. 65.0 POS. 65.0 NEG. 65.0 GENERAL NOT S 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDEUTES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. T4 1,,P"lley ^n���` 74" MAX. OVERALL FRAME WIDTH OVERALL FRAME WIDTH DESIGN PRESSURE RATING WINDJAMBER If OUT / IN -SWING (WITHOUT BOLTS) BY GENESIS POS. 50.0 NEG. 50.0 r r SEE • BELOW POS. 50.0 NEG. 50.0 WINDJAMBER It r BY GENESIS r y r � y r 6 A, r l' e r or r t r X 0 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING (WITHOUT BOLTS) OUT / IN -SWING (WITHOUT BOLTS) OUT / IN -SWING (WITHOUT BOLTS) POS. 50.0 NEG. 50.0 POS, 50.0 NEG. 50.0 POS. 50.0 NEG. 50.0 OUT / IN -SWING (WITH BOLTS) OUT / IN -SWING (WITH BOLTS) OUT / IN -SWING (WITH BOLTS) POS. 65.0 NEG. 65.0 POS. 65.0 NEG. 65.0 POS. 65.0 NEG. 65.0 GENERAL NOT S 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDEUTES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. T4 1,,P"lley ^n���` 74" MAX. OVERALL FRAME WIDTH OVERALL FRAME WIDTH ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER If OUT / IN -SWING (WITHOUT BOLTS) BY GENESIS POS. 50.0 NEG. 50.0 r OUT / IN -SWING (WITHOUT BOLTS) SEE • BELOW POS. 50.0 NEG. 50.0 WINDJAMBER It OUT / IN -SWING (WITH BOLTS) BY GENESIS POS. 65.0 NEG. 65.0 y r y A, r l' e or f r y y r r r r e ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER If OUT / IN -SWING (WITHOUT BOLTS) BY GENESIS POS. 50.0 NEG. 50.0 IMPERIAL ASTRAGAL OUT / IN -SWING (WITHOUT BOLTS) SEE • BELOW POS. 50.0 NEG. 50.0 WINDJAMBER It OUT / IN -SWING (WITH BOLTS) BY GENESIS POS. 65.0 NEG. 65.0 � DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING (WITHOUT BOLTS) BY GENESIS POS. 50.0 NEG. 50.0 IMPERIAL ASTRAGAL OUT / IN -SWING (WITHOUT BOLTS) f POS. 50.0 NEG. 50.0 MNDJAMBER TI OUT / IN -SWING (WITH BOLTS) BY GENESIS POS. 65.0 NEG. 65.0 y A, r l' 1 or f y e r y r je r r f 0 X X 0 ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING (WITHOUT BOLTS) BY GENESIS POS. 50.0 NEG. 50.0 IMPERIAL ASTRAGAL OUT / IN -SWING (WITHOUT BOLTS) SEE ' BELOW POS. 50.0 NEG. 50.0 MNDJAMBER TI OUT / IN -SWING (WITH BOLTS) BY GENESIS POS. 65.0 NEG. 65.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 24 GA. (0.020") MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE DOOR AND SIDELITE GLAZING ARE 0.5" INSULATED GLASS BY ODL 5. THE WOOD JAMBS ARE A MIN. 4-9/16". 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). '7. THE IMPERIAL ASTRAGAL USES A 9.0" LONG X 0.3125' DIA. ASTRAGAL ROD TOP & BOTTOM AND (5) 4.5" LONG X 0.5625" THK. ALUMINUM ROD SLIDE BARS. THERES IS (11) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CENTER. B. ALL LATCHBOLT AND DEADBOLT'HARDWARE MUST BE CYLINDRICAL GRADE It WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. I , 9. SURFACE BOLTS ARE NES 1454 8.0" LONG. 4- _ JUNE_ 28, 2002 Lyndon F. Schmidt Florida P. F. No. 43409 19506 French Lace Drive Lutz, FL 33558 v - Uy BUILDING CONSULTANTS, INC 813.659.9197 DATE: 6/12/02 5C"F' N.T.S. M. BY: WLN CHK. BY: RW DRAWING NO.: JW -105 -OC SHEET 1 ov 4 N. 3/16" TAPCON TYPEANCHOR . i MASONRY LINTEL EXTERIOR T`--� �0 �x 3� 1/2" DRYWALL 2X BUCK 1 x 2 FIRRING-\ -1/2" DRYWALL 1 x 2 FIRRING 2X BUCK � j 8 x 2-1/2" PFH WS 1 HEAD JAMB 1 TO 2X SUB -BUCK 3" 9 CONCRETE MASONRY v N ' U 2 W a O - 0 o ,a p N Z 0 Z .F N' V 2 X INSTALLATIO MAX 18" O.C. N X j 8 x 2-1/2" L 1 PFH WS 3TYPE O.C. NCHONOR TYPE ANCH —L PRIOR U S U V !C7 25 MAx. SHIM SPACE MASONRY LINTEL 3 z 1.15- MIN. Z IL EMB, C C - C) 1 VE70RTICAL SIDE JAMB C) 1.25- MIN. EMS 2X SUB -BUCK 3" 9 CONCRETE MASONRY v N ' U 2 W a O - 0 o ,a p N Z 0 Z .F N' V 2 X INSTALLATIO MAX 18" O.C. N r-6.0" 3.0" � 3.0" � .. 1 X INSTALLATION Is , z 1/2'NOTE: PFH NS A minimum clearance of 2.0" for all anchoring screws to mbrtor jointslmust be maintained. ANCHORING OF SIDELITE TO 2X BUCK 1 1 1/2" DRYWALL Y 1 1. z 2 FIRRING O.C. �m CONCRETE U S U V !C7 . MASONRY LINTEL 3 z N n M Z IL l I C C - C) D I C) �. > O lBLOCCl- O p 3/16" TAPCON � ANCHOR MTYPE e BLOCK K _77,77777, ...,....I',�,'_ 1!- (235 LB. SHEAR RATING) 3/16" TAPCON TYPE ANCHOR- ELCO TAPCON OR EQUAL (235 LB. SHEAR RATING) c r-6.0" 3.0" � 3.0" � .. 1 X INSTALLATION Is , z 1/2'NOTE: PFH NS A minimum clearance of 2.0" for all anchoring screws to mbrtor jointslmust be maintained. ANCHORING OF SIDELITE TO 2X BUCK 4 1 0 MAX. O.C. � CONCRETE U S U V !C7 . MASONRY BLOCK z N n M Z IL l I C C - C) D I C) �. > O J O t0 O p 3/16" TAPCON � ANCHOR MTYPE e ELCO TAPCON OR EQUAL i (235 LB. SHEAR RATING) 2 r-6.0" 3.0" � 3.0" � .. 1 X INSTALLATION Is , z 1/2'NOTE: PFH NS A minimum clearance of 2.0" for all anchoring screws to mbrtor jointslmust be maintained. ANCHORING OF SIDELITE TO 2X BUCK 1 75- 3/16" TAPCON � n U cc HEAD JAMB O V' ro 1x sue-eucK Z � 1/2" DRYWALL V Q 1X BUCK Z O N CC to 1 x 2 FlRRING 1dTEHl48 W O O V 3 LO 0 LO o ^ ,j 3/16" TAPCON LULU _ L�UCL V) Z LJ W CC) 1.25" MIN :' .� L.15' MIN. � � C] EMB EMB. .25" MAX. SHIM SPACE ct- 0 CD FXTERfO Z O Q = I VERTICAL SIDE JAMB Z Z 4 70 1X SUB -BUCK 6.0" BUILDING 6.0' CONSULTANTS, INC 3.0" "' 813.659.9197 3.0 {� 3.0,. _I DATE: 6112102 SCALE: NTS DWG. BY: WLN CHK. eY: RW 3/16- TAPCON DRAWING No.: JW-105—OC ANCHORING OF SIDELITE THROUGH 1X BUCK - SHEET 2 OF 4 4 i •r � � 1 \ Y ! U S U V !C7 N n M W U l I C C - 1n 60CK D I O G 0 J > O J O t0 fNTFRIOR LL � 1 75- 3/16" TAPCON � n U cc HEAD JAMB O V' ro 1x sue-eucK Z � 1/2" DRYWALL V Q 1X BUCK Z O N CC to 1 x 2 FlRRING 1dTEHl48 W O O V 3 LO 0 LO o ^ ,j 3/16" TAPCON LULU _ L�UCL V) Z LJ W CC) 1.25" MIN :' .� L.15' MIN. � � C] EMB EMB. .25" MAX. SHIM SPACE ct- 0 CD FXTERfO Z O Q = I VERTICAL SIDE JAMB Z Z 4 70 1X SUB -BUCK 6.0" BUILDING 6.0' CONSULTANTS, INC 3.0" "' 813.659.9197 3.0 {� 3.0,. _I DATE: 6112102 SCALE: NTS DWG. BY: WLN CHK. eY: RW 3/16- TAPCON DRAWING No.: JW-105—OC ANCHORING OF SIDELITE THROUGH 1X BUCK - SHEET 2 OF 4 n N Z a MASONRY LINTEL 1 ' 1 x 2 FIRRING 'I - °i - 4. § MASONRY LINTEL � ^ DRYWALL r r v. kyjvi,...a 1 x 2 FIRR!NCA j ro r 1 _1 - 1 3" MAX 18" D.C.�,�,�: 61 _ 2" I C _ J DRYWALr. 1 LnL 3/16" TAPCON TYPE ANCHOR yC _..-.. ,. ,✓� f" _ C.. I C � 3/16" TAPCON I „'.00. OEXTIRIO 0 z INTET—I z L TYPE ANCHOR T w� I 1X BUCK J o Nva I 4 N an L� 2 CONCRETE SHIM SPACE ry= # 8 x 2-1/2" �n MASONRY BLOCK I T 1n PFH WS �� EXTERIOR F-- 3.25" —'I �g HEAD JAMB ry F- 1 10 1211 SUB -BUCK cc J.D" HEAD JAMS Z N 2X BUCK G TO 1X SUB -BUCK N DRYWALL .15" MIN. ^ O a C -SINK Z . _ �- N 1 x 2 FIRRING { LO CC INTERIOR a - U Q O Z O a a 1X BUCK = ZCo C Q .15" MIN. Z C1i E O _ o DRYWALL I� o ra.o' rax. -C-SINK W o N o.c. 1 x 2 FIRRING 3= d cY • 1— �/8 x 2-1/2" PFH WS - + INTERIOR -J = _ ;7 3/16" TAPCON EXTERIOR i N 1 TYPE ANCHOR CONCRETE MASONRY BLOCK 25" MAX.• Lv z z SHIM SPACE Z 3/16" TAPCON F= 1.15" MIN. a TYPE ANCHOR W DOLL EMB. �. o EXTERIOR N O C) 3/16" TAPCON CO C 3 TYPE ANCHOR O Z 1.25" MIN. ELCO TAPCON OR EQUAL O (� EMB. a (235 LB. SHEAR RATING) 1.25" MIN Q Z_ z EMB..25" MAX. VERTICAL SIDE JAMB j p _ SHIM SPACEI L V7 TO 2X SUB -BUCK e = U _ _ VERTICAL SIDE JAMB Z O 2 X INSTALLATION - 4 TO 1X SUB -BUCK 6.0" 3/16" TAPCON 6.0" TYPE ANCHOR 3.0" ELCO TAPCON OR EQUAL - 3.0" 3.0" (235 LB. SHEAR RATING)6.O-•. BUILDING 4 CONSULTANT$, INC 6.0 3.0'" 813.659.9197 3.0" 3.0,. 1 DATE: 6/12/02 /ee,/r J SCALE: NTS rDwG. er: WAN PFH WS 1 X INSTALLATION /I i�4 CHH. BY: RW ANCHORING OF SIDELITF TO 2X BUCK L 1 J/ DFRAwING No.: NQ jE, 3/16• TAPCON 1. When using a 1X sub -buck a 6-9/16" jamb is required to allow for min. edge spacing for Topcon type anchors. JW -105 -OC I 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. A4CHORING OF SIDELITE THROUGH 1X BUCK SHEEr 3 OF 4 1/2' DRYWALL INTERIOR L it 8 x 2.-1/2* PFH WS HEAD JAMB ISHEATHING 2X4 1/2- DRYWALL 1 VERTICAL SIDE JAMB N • i 1 O 1 ( . C, .? 1 SHEATHING 1 - -- - - - - 1•' w -� O DOUBLE 2X 6.0' 1 6.0' - •- a m 2x HEADER HEADER _ I'1 -c Z �, Oo — Ld . I Il L� 4 _ - r —" N` C N C J Oo Ln J — \ _ Z E C3) a ^ w SINGLE DOOR xi— U .25' FX7FRIOR Z Q1 01 2X STUD U 1.15" MIN. as EMB. 2X JACK STUD .25" MAX. oW SHIM SPACE vl .15" MIN.` C -SINK �XTFR�OR N f8 x 2-1/2' PFH WS 1 v INTERIOR — — 0 b r DOUBLE DOOR SINGLE OR DOUBLE DOOR WITH SIDELITES I 1 V JW--105—OC SHEET 4 OF 4 I DoorCraft ® ENERGY SAVER WOOD EDGE GLAZED INSULATED STEEL DOOR OUTSWING 8-0 UNITS W/ & W OUT SIDELITES 37.50" MAX. 53.0" MAX 53.0" MAX. 74" MAX. 105.25" MAX. OVERALL WIDTH OVERALL WIDTH OVERALL WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH X X 0 y DESIGN PRESSURE RATING WINDJAMBER II OUT -SWING (WITH BOLTS) BY GENESIS A, IMPERIAL ASTRAGaL OUT -SWING (WITH BOLTS) SEE ' BELOW POS. 47.0 NEG. 47.0 r r e r r y e r r r / e X 0 y DESIGN PRESSURE RATING WINDJAMBER II OUT -SWING (WITH BOLTS) BY GENESIS A, IMPERIAL ASTRAGaL OUT -SWING (WITH BOLTS) SEE ' BELOW POS. 47.0 NEG. 47.0 r r r y e r r / e r r y r 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT -SWING (WITH BOLTS) OUT -SWING (WITH BOLTS) OUT -SWING (WITH BOLTS) POS. 53.0 NEG. 53.0 POS. 53.0 NEG. 53.0 POS. 53.0 NEG. 53.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. PRODUCT VIEWED FROM INTERIOR. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 2 OF 3. 6. FOR OUTSWING WOOD STUD ANCHORING SEE SHEET 3 OF 3. ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT -SWING (WITH BOLTS) BY GENESIS POS. 53.0 NEG. 53.0 IMPERIAL ASTRAGaL OUT -SWING (WITH BOLTS) SEE ' BELOW POS. 47.0 NEG. 47.0 r r / e A r r IV r r e r 01 r r y ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT -SWING (WITH BOLTS) BY GENESIS POS. 53.0 NEG. 53.0 IMPERIAL ASTRAGaL OUT -SWING (WITH BOLTS) SEE ' BELOW POS. 47.0 NEG. 47.0 s DESIGN PRESSURE RATING WINDJAMBER II OUT -SWING (WITH BOLTS) BY GENESIS POS. 53.0 NEG. 53.0 IMPERIAL. ASTRAGAL OUT -SWING (WITH BOLTS) / 01 or 10, r IV r r e 01 y oy r j 01 r ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT -SWING (WITH BOLTS) BY GENESIS POS. 53.0 NEG. 53.0 IMPERIAL. ASTRAGAL OUT -SWING (WITH BOLTS) SEE ' BELOW POS. 47.0 NEG. 47.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 24 GA. (0.020') MIN. THICKNESS. (n \^ i� 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4, THE DOOR AND SIDELRY GLAZING IS 0.5" INSULATED GLASS BY ODL. 5. THE WOOD JAMBS ARE A MIN. 4-9/16". 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING). •7. THE IMPERIAL ASTRAGAL USES A 9.0" LONG X 0.3125' DIA. ASTRAGAL ROD TOP & BOTTOM AND (5) 4.5" LONG X 0.5625" THK. ALUMINUM ROD SLIDE BARS. THERES IS (1) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CENTER. 8. ALL LATCHBOLT AD DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE It WITH A 161 EDGE PREP AND A MINIMUM 1.0" DEADBOLT THROW. 9. SURFACE BOLTS ARE IVES #454 8.0" LONG. JUNE 28, 2002 Lyndon F. Schmidt Fioriac P. E. No. 4340? 19506 French 1 -ace O^vc Ldz, FL 33558 1 813.659.9197 1 DATE 6/12/02 scuF: N.T.S. DWG. BY: WLN CHK. 9Y: RW JW -106 -OC 1 or 3 - 1 = MASONRY LINTEL 1 2 FIRRING 1 v m 1 3" MAX 18" O.C. x H w 1 MASONRY LINTEL DRYWALL a S '° 1 x 2 '1RRi:YG a 0 . . - �I 2"-1 DRYWALL 1 E tOi ' r o o 1n L v Z M 3/16" TAPCON C1 r CONM TYPE ANCHOR C Il 1i U CRETE MASONRY BLOCK 3/16" TAPCON NF - Z TYPE ANCHOR U U O EXTERIOR = INTERIOR Z 1 X BUCK 5, 00 �� W N • Nm J O Ln U 3.0 w .25" MAX. � SHIM SPACE 1.75"-I r= 8 x 2-1/2' �z a F, EXTERIO L 3.25' IN R Z � a U Q CC a ZION LLI tO �0� 0 �LJ LO LIJVU0- Z W O ¢ WCO� O Ln >_3 O tY Z O Or � Z O co Z � ¢ O 813.659.9197 E: 6/12/02 U: NTS 1 BY: WLN <. BY, RW kWING NO, JW-106—OC E1 2 OF 3 7 HEAD JAMB Q TO 2X SUB -BUCK :,.�..:, �jl HEAD JAMB 16.0' MAX. U3J TO IX SUB -BUCK s O.C. c� I DR.15" MIN. C -SINK _ w - I x 2 FIRRING ao 1X BUCK F-71NTERIOR 1 - o DRYWALL .15" MIN. CONCRETE 1 x 2 FIRRING C -SINK o m MASONRY BLOCK I #8 x 2-1/2`I PFH WSN3/16" ?YWALL TAPCONEXTERIOTTYPE ANCHOR3TYPE"ANCHOR TAPCON }3/16' ELCO iAPCON OR EQUAL TAPCON 5" MAX.HIM SPACE o � (235 LB. SHEAR RATING) TYPE ANCHOR " MIN.EXTERIO 7.25" 1.25MIN. _ T­­­ , y�2 .25" MAX. 1 VCAL SIDE JAMB ERTI ,tiT F — < ` _ .--_Vim �i7� SHIM SPACE 70 2X SUB-BUCK --�•`,` I� �/�, ` 11 »++.:.a 6.0" 3/16" TAPCON ...,_.� ._ ..._� T 6.0" TYPE ANCHOR_,� (: 1.--`9'-'-z^-'--W-•="- -- �� VERTICAL SIDE JAMB 3.0 �^ 3.0" ELCO TAPCON OR EQUAL (235 LB. SHEAR RATING) 6.0" 4 TO 1X SUB -BUCK 2 X INSTALLATION :. o.-. 4 3.0" 16 3.0" >/8 x 2 1/2- PFH w5 •• -1 O NOTE. ANCHORING OF SIDELITE TO 21 BUCK X INSTALLATION 3/16' TAPCON� 1. When using a 1X sub -buck o 6-9/16" jamb is required to allow for min. edge spacing for Tapcon type anchors. 1 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. AN HORINGOF SIDELITE THROUGH 1X BUCK Z � a U Q CC a ZION LLI tO �0� 0 �LJ LO LIJVU0- Z W O ¢ WCO� O Ln >_3 O tY Z O Or � Z O co Z � ¢ O 813.659.9197 E: 6/12/02 U: NTS 1 BY: WLN <. BY, RW kWING NO, JW-106—OC E1 2 OF 3 M m .d IIn o 61 00 1/2" DRYWALL SHEATHING F v 'u Z J � DOUBLE 2X 6.0" 6.0" \ r� r7 2. HEADER HEADER \ 1 C _j _,SI �a,vAoti•L• � 0 39 I LO J -SR I C i, Z C6 Nn w SINGLE DOOR I�fC IIL 1Y _ INTERIOR 8 -/2" Z NN PFH WS V) O s} v EXTERIOR • ^ m • - %1 HEAD JAMB 6.0" O! 01 6.0" 3.0" 3.0" 6.0" Z ' Q N - 2X STUD — W 33: 2X JACK STUD 1.15" MIN. LU EMB-. j o 7 ci .25" MAX. w y SHIM SPACE - _ Max 14" TYP. Ln Z .15" MIN. - O SHEATHING C -SINK U EXTERIOR R DOUBLE DOOLn w w � Z � Ln 11 N (n LL c Q U � O x %8 x 2-1/2"6.0" 6.0" 6.0" of O PFH WS U - 0 3.0" 3.0" 3.0' 3.0" Z Q 2x4 INTEBIO o `D 166 a I I BUILDING T I I I I I I I D 9197 O 1/2" DRYWALL ,_I 813.65 I t)Am 6/12/02 SCALE NTS SIDE JAMB SINGLE OR DOUBLE DOOR WITH SIDELITES DWG. BY: WLN EDVERTICAL CHK. sr: RW 7 1. DRAWMG NO.: JW -106 -OC 1 - 1 sHEEf _L OF 3 DoorCraft ®ENERGY SAVER STEEL EDGE GLAZED INSULATED STEEL DOOR OUTSWING / INSWING 8-0 UNITS W/ 8 W/0UT SIDELITES 37.50" MAX. OVERALL WIDTH II r II 53.0" MAX. OVERALL WIDTH 53.0" MAX. OVERALL WIDTH rLE r 0 x x x 0 r r J#1 r r ASTRAGAL TYPE DESIGN PRESSURE RATING r r r r OUT / IN -SWING r 1, OUT / IN -SWING r POS. 55.0 NEG. 55.0 r POS. 55.0 NEG. 55.0 8 BY GENESIS POS. 55.0 NEG. 55.0 r r r r r r rr 10, r r r r r e r r r I 53.0" MAX. OVERALL WIDTH rLE r 0 x x x 0 DESIGN PRESSURE RATING DESIGN PRESSURE RATING J#1 r r ASTRAGAL TYPE DESIGN PRESSURE RATING r r r r OUT / IN -SWING r 1, OUT / IN -SWING POS. 55.0 NEG. 55.0 r POS. 55.0 NEG. 55.0 BY GENESIS POS. 55.0 NEG. 55.0 r r r r r rr 10, r e r r POS. 55.0 NEG. 55.0 e r r r I 0 1 74' MAX. OVERALL FRAME WIDTH �- OVERALL FRAME WIDTH r 0 x x x 0 DESIGN PRESSURE RATING DESIGN PRESSURE RATING J#1 r r ASTRAGAL TYPE DESIGN PRESSURE RATING r r r r OUT / IN -SWING r 1, OUT / IN -SWING POS. 55.0 NEG. 55.0 r POS. 55.0 NEG. 55.0 BY GENESIS POS. 55.0 NEG. 55.0 r r r r r 10, r e r r POS. 55.0 NEG. 55.0 e r r r r AV r r r '01 r r r v r �- OVERALL FRAME WIDTH r 0 x x x 0 DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING ASTRAGAL TYPE DESIGN PRESSURE RATING r r r r OUT / IN -SWING WINDJAMBER II OUT / IN -SWING POS. 55.0 NEG. 55.0 r POS. 55.0 NEG. 55.0 BY GENESIS POS. 55.0 NEG. 55.0 r r r OUT / IN -SWING r r r POS. 55.0 NEG. 55.0 e r r r AV r r '01 r r v X x O. 0 x x x 0 DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING ASTRAGAL TYPE DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING WINDJAMBER II OUT / IN -SWING POS. 55.0 NEG. 55.0 POS. 55.0 NEG. 55.0 POS. 55.0 NEG. 55.0 BY GENESIS POS. 55.0 NEG. 55.0 IMPERIAL ASTRAGAL OUT / IN -SWING SEE " BELOW POS. 55.0 NEG. 55.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDELITES REQUIRE WINDSORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WIND60RNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTS'WING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. X x 0 ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING BY GENESIS POS. 55.0 NEG. 55.0 IMPERUIL ASTRAGAL OUT / IN -SWING SEE • BELOW POS. 55.0 NEG. 55.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 24 GA (0.02n MIN. THICKNESS. 2. THE STILES AND RAILS ARE CONSTRUCTED FROM A ONE PIECE CONTINUOUS ROLL FORMED GALVANIZED STEEL. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE DOOR AND SIDELITE GLAZING IS 0.5" INSULATED GLASS. 5. THE WOOD JAMBS ARE A MIN. 4-9/16". S. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). 7. SURFACE BOLTS ARE IVES 1454 8.0' LONG. "8. THE IMPERIAL ASTRAGAL USES A 9.0' LONG x 0.3125" DIA. ASTRAGAL ROD TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625' THK. ALUMINUM ROD SUDE BARS. THERE IS (1) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CENTER. 9. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE II WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. Z /11.0 JUNE 28, 2002 Lyndon F. Schmidt Florida H. E. No. 43409 19506 French Lace Drive Lutz, FL 33558 °v CU Q Ira ?302 ul w�== 813.659.9197 - 6/27/02 SCALE N. T. S. DWG. BY: WLN CHK. BY: RW DRAWING NO.: JW -107 -OC SHEEP 1 OF 4 N M M ' M 3/16' TAPCON i TYPE ANCHOR Z 1/2" DRYWALL 3" MAX 18" O.C. I' 1 8 m Iu `�" >_ w "• MASONRY LINTEL . I— I'5'• .. I 1 x 2 FIRRING Lx , ° t ' - 1/2' DRYWALL = '� 0 Do • - 1 2 FIRRING U In = 0 O In U Z —1 M - 2X BUCK i (0 Ih Q CONCRETE MASONRY BLOCK - MASONRY LINTEL ��'. w 1,5* �-::2 L C L+- O_ 0 E2f7EHLQgINTERIO � w w IIIA --SII} rA IX BUCK LL � I v= N F-1.75' N 6 2" a, EXTERIO 1C1IE814B inU PFH WS o b Q XIW �d 7 HEAD JAMB 1 TO 2X SUB -BUCK 16.0" MAX. vi N I I L75"J 3/16' TAPCON Q tt Z N O.C. N Z 1/2' DRYWALL p ti 7 HEAD JAMB 2X BUCK TO iX SUB -BUCK (� Q 1 x 2 FIRRING INTERIOR o '. vi ? Mm CONCRETE MASONRY BLOCK .1/2' DRYWALL Z 0 C0 Id.l p IX BUCK 'n' p m 1 x 2 FIRRING INTERIO r to Q N J� L 8 x 2-1/2' PFH WS .: : a .:� 7 Ch U IZ Z - (n n w 3/16' TAPCON 3/16" TAPCON 3/16" TAPCON a a TYPE ANCHOR Z W TYPE ANCHOR. EXTERIOR o ELCO TAPCON OR EQUAL MAX. s < (235 LB. SHEAR RATING) W LL .25' SHIM SPACE N y Q 1.15' MIN. •`' 0:: Z EMB. i 1.25" MIN. �' .1 EM&N. U O Z •� EMB. .25" MAX. 1.25' MIN. .:� ... - SHIM SPACE (n EMB. ELCO TAPCON OR EQUAL C=.) ' (235 LB. SHEAR RATING). Z Z RIOR VERTICAL SIDE JAMB 6.0" 6.0" ' io 2X SUB -BUCK 3.0" 3/16" TAPCON " TYPE ANCHOR 3.0�-^- 3.0" 2 X INSTALLATION .. - - 6.0" 6,0� VERT CAL SIDE JAMB 4 TO 1X SUB -BUCK BVILDINc CONSVLTANTS, INC + 3.0" 813.659.9197 3.0" 3.0,. DATE: 6127102 SCALE: NTS 18 2 Pte, WS I I I I o DWG. BY: WLN ANrunalNr OF SIDELITE TO 2X BUCK 1_ X INSTALLATION RW RW DRACHK.BY: DRAWING NO.: 3/I6'-7APCON NOTE. JW- 107 -OC A minimum clearance of 2.0" for all anchoring screws to mortor joints must be maintained. AN6HORING Oft SIDELITE THROUGH 1X BUCK 2 of 4 SHEET m MASONRY LINTEL 1 x 2 FlRRING J" MAX 18" O.C. DRYWALLG s L 3/16" TAPCON Q TYPE ANCHOR CONCRETE MASONRY BLOCK EXTERIOR i ;NTFRIO �m > <� 3.0' aWa y _ I d 1.75"-I i F n .. �= # 8 x 2—I/2" 3i a�.. �, N PFH WS ^� X11 HEAD JAMB _ 4 i0 2X SUB -BUCK :.:..: ". 16.0" MAX. O.C. 2X BUCK c, DRYWALLC5 SINK W .s a 1 x 2 FlRRING -f INTERIOR p-� CONCRETE p MASONRY BLOCK #8 x 2-1/2" 1—T PFH WS a - 3/16' TAPCON EXTERIOR ''� - TYPE ANCHOR ? a' -\3/16- E ANCHOR ao m ELCO TAPCON OR EQUAL .25_ ALLY. z a (235 LB. SHEAR RATING) SHIM SPACE a ' p W � 1.15" MIN. �. EMB. 0 1.25" MIN. Z EMB. 1 VERTICAL SIDE JAMB TO 2X SUB -BUCK 6.0"6.0" 3/16 TAPCON 3.0" TYPE ANCHOR 3 .0" ELCO TAPCON OR EQUAL �^ 3.0" (235 I.S. SHEAR RATING) ., 2 X INSTALLATION 7- 4 0 /H x Z 1/2" '6 PFH W6 ANCHORING OF SIDELITE TO 2X BUCK 11 X INSTALL 6TION 1. When using a 1X sub—buck a 6-9/16" jamb is required to allow for min. edge spacing for Tapcon type anchors. 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. 1 1 .15" MIN. _C -SINK INTERIOR L tn MASONRY LINTEL 1 x 2 FlRRING N O I- 2 � DRYWALL 1 3/16" TAPCON 3/16" TAPCON TYPE ANCHOR 1.25" MIN.I i EXTERIOR L EMB. _ TYPE ANCHOR - IX BACK N m .25 MAX. EXTERIOR SHIM SPACE - L 3.25" lNTER'O$ EDHEAD JAMB TO 1X SUB -BUCK 1X BUCK DRYWALL 1 x 2 FlRRING .15" MIN. _C -SINK INTERIOR L tn N O � " 1 3/16" TAPCON TYPE ANCHOR 1.25" MIN.I EXTERIOR L EMB. _ .25" MAX. SHIM SPACE VERTICAL SIDE JAMB 6.0" 4 TO tX S 6.0"' UB -BUCK 3.0" 3.0" 3.0„ 3/16" TAPCON I Y Y ANCHORING OF SIDELITE THROUGH 1X BUCK M Ln M C:) yyII sr o` _ c E U7 1/2" DRYWALL SHEATHING i DOUBLE 2X 2x HEADER HEADER 6.0 1 6.0' ; u 2 J M V? W v J a C O t a o I a16 I O �_ J .O JIf1 t 101 Z SINGLE 000R INTERIOR 3 8 x 2-1/2" 3 2_cr- N PFH WS EXTERIO 04 10 HEAD JAMB 6.0' � Of 1 6 n 2X STUD 6.0' 1 3.0' 3.0' 6.0' Z 3 0 N '? Z � S2Q I, 3 T • 2X JACK STUD a I, a I I' I I ' I 'o D^ O 1.15" MIN. 1 _ IJJ EMB. Q [Max1 I ' U (LW Max 14" TYP. .25" MAX. (n SHIM SPACE O Z SHEATHING .15" MIN. - DOUBLE DOOR U (3j1 C -SINK �LJ F— Q FXTERIOR ccn O -- C \O ... w 6.0 6.0' z /S z 2-1/2' 6.0 6.0" O 3 PFH WS1 3.0' 3.0" J.0' 3.0" _ U 3.0" ¢ zi tNTERIC 0 2x4 r , l l l I I I -� ( �p CONSULTANTS. INC 1/2' DRYWALL — _ 813.659.9197 OATS 6/27/02 sf.iF• NTS C1 VERTICAL SIDE JAMB SINGLE OR DOUBLE DOOR WITH SIDELITES DWG. BY: WLN CHK. 6Y: RW r DRAWING NO.: JW-107—OC sHFFr4 aF 4 MIAMI- i<I IA M I-DA D E COUNTY, FLORIDA ® METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO)W�4( YI4"Fif1114VOLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 1 3U1LC)1N-! ,11AM1, FLORIDA 33130-1563 REt%g �-' ' (705) 8001 FAN (305) 375-2_908 � NOTICE OF ACCEPTANCE (NOA) 00`xJ",L�l? Jeld-Wen, Inc. KEPI' 31725 Highway 97 N. Chiloquin, OR 97624 �1 l3-lax., FL SCOPE: Building & Zo, ng I l This NOA is being issued under the applicable rules and regulations Bove -ofrons� tr on materials. The documentation submitted has been reviewed by Miami- 4 - cufil 8uct Control Diy1siauand accepted by the Board of Rules and Appeals (BORA) to be used in MilitvinDh .PGemtyTK ofher areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that.this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. I DESCRIPTION: Series "DoorCraft® Steel" Single Outswing Opaque W/E Insulated Steel Door - Impact APPROVAL DOCUMENT: Drawing No. DC9920, dated 09/25/00, titled "Outswing Opaque Insulated Steel Single Door in Wood Frame", sheets I through 5, prepared by R. W. Building Consultant, Inc., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERiNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADV'ERTISFiIENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00-1006.05 and consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-0712.06 Expiration Date: August 05, 2007 Approval Date: August 08, 2002 Page I DoorCraft® Steel OUTSWING OPAQUE SINGLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WCOO F'RALMES GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI—DADE COUNTY. 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 EEYONO WALL DRESSING.OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REOUIRED 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR 6'8' WOOD FRAMES; SEE TABLE ON SHEET 2 — FOR 8'0' WOOD FRAMES; SEE TABLE ON SHEET 3 OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Face <�-, 24 ga. (0.020) minimum thickness• Galvanized steel A-525 commercial quality — AKDO per ASTM 620 -with min. yield strength Fy=23.300 psi. Cora design: Expanded polstyrene with 1.0 to 1.25 lbs. densly. Construction: steel face sheets glued to expended polystyrene (EPS)• with wood roils and Laminated Veneered Lumber stiles a wood lock block rc in(oreemcnt. 37-3/4' O.A. MAX. FRAJ 6ME WIDTH O A MAX. PANEL V/10TH 0A I I 37-3/4- O.A. MAX. FRAME WIDTH 36' O A MAX PANEL WIDTH _ I c O r Z N 1� LID rn � C1 ¢moo W (D cc � cc oNg� ) E) 0 6'-8" Height(OPTION) 8•-0" HeigA01-E C0Pv1VLTA4ea — — — KEEP THIS PLAN ON ;06 6_PANEL EMBOSSED DOORS APR 0 003 ` VIEWED FROM EXTERIOR (SHo'IN FOR CLARITY OF VIEW) Building& d ILI FL. — o � z Examiner Signature -/(I rj�/u License No. " y� o LOINc — CON SULTANS. INa 813.684.3831 DESIGN F RESSiJRE RATING' TABLE OF CONTENTS SHEET ,{ DESCRIPTION I COMMON GENERAL NOTES TYPICAL ELEVATION 2 ANCHORS AND ELEVATIONS 3 ANCHORS ELEVATIONS AND BILL OF MATERIALS 4 VERTICAL AND HORIZONTAL CROSS SECTIONS 5 COMMON DOOR MODELS LOCK DETAILS ly uia 'O, dr Yrodurl C��no-• lite I BUILOI. CCGECOMPLIANCE OFFICE ACCEPTA::CE NO. OO -101W0,1' DC9920 SHED I ar — 37-3/4' O.A. MAX. FRAJ 6ME WIDTH O A MAX. PANEL V/10TH 0A I I 37-3/4- O.A. MAX. FRAME WIDTH 36' O A MAX PANEL WIDTH _ I c O r Z N 1� LID rn � C1 ¢moo W (D cc � cc oNg� ) E) 0 6'-8" Height(OPTION) 8•-0" HeigA01-E C0Pv1VLTA4ea — — — KEEP THIS PLAN ON ;06 6_PANEL EMBOSSED DOORS APR 0 003 ` VIEWED FROM EXTERIOR (SHo'IN FOR CLARITY OF VIEW) Building& d ILI FL. — o � z Examiner Signature -/(I rj�/u License No. " y� o LOINc — CON SULTANS. INa 813.684.3831 DESIGN F RESSiJRE RATING' RUTON NEE= "—=—I BEOUINEVCNT IS NOT NCpet PRODUCT REN' F.1VF.D om W 50.0p.t scut: N.T.S. — 5370 Def 111 - CW) AFPRCVED AS CCUPLYING V,1TH THE PRODUCT REN' F.1VF.D om W SOLIT)IF�,ORIOA SOLOING CCOE scut: N.T.S. FI) Ch 'I,, Fla lid.��f-j Dvidinp Cod, E �� 00/ a«a, or: Tiii A—pl—No 02 E in lion Dalr LY. o] RW PROD CT CONTROL O"4s;OON oa.wwc No.: ly uia 'O, dr Yrodurl C��no-• lite I BUILOI. CCGECOMPLIANCE OFFICE ACCEPTA::CE NO. OO -101W0,1' DC9920 SHED I ar — 111 - CW) 14' TYP. J A.. 7 ` ' C NN O T6 0) O Z � � (D T ��Ua .4 14' TYP. 14' TYP. — 21 O — 2 J I.1 Z U�U jQno0 0 zp -In0 J U� d 14' TYP. 6 a—Co I r 4 �oR 9 BUILDING PLANS EY.I ':-:: REVIEWED FOR 14' TYP. CODE COMPLI:'_'�C KEEP THIS PI AN ON JOB z 6' APR 0 7 20K Buildin &[onmg r rectl�nJl,Jax.,% -- 0 Z -- ANCHOR LOCATIONS 6'8" VIEWED 6 PANEL DOOR Examiner Signa re License No. FROM EXTERIOR - _ (SHOWN FOR CLARITY OF VIEW) �DUILDINc CONSULiANiS. INC D I J.60i.J0J 1 - PRODL'C7 RFNF.WED APPROVED AS COMPLYING ...... TT It I h the R,ridi 6somF ;inP ., is S.UTII FL;R:OA OU -MING CODE idmFCodc Acr pt-ce no 02 feO oo/ �,[rL�7i/LE:pinlion DAz/ FRoctf.r CXITROLOiVu^iOv c.m 9125/00 sem+-F- N.T.S. O.C.m: T'JH CIK. OY: iw OMMNG NO.: , I Dr Ali—*WeI'roduat Com nl'4 � DR�„CODE CCL:PUAIICE OFFICE Di�is' i ACCCPTAIYE 1:0, WMO,(' DC9920 iI CEi _2a 5 i Co M 6 17-t/8' 17-1/©• v-ve• 17-1/8' ANCHOR LOCATIONS S UILO1N0 JnLANO Cx A�INF_r; EVT�V Y15 v0A COM C 0W" -f"-" ee ° NES" THIS P! AN ON 106 AFR03 Building &IZOning Ion ID 8'0" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) FL, IY O r\ I` rn rn z 3 o LP, U � N J �ZS orr a <q OW ZU)3 w da UI—O m w0 3Gz ccr:j opo o0 0 U10 7d � � a a ✓ t W DURDZ CONSULTANTS. INC 813.604.3931 are 9 25 00 PRODUCT Il Fr�FTrFD AFPRO'.'ED AS CO.'dt'LYU.IYl111 THE SU1C N. 7•S. nm(:I�inG,, i'h the Flnrfd, S:JUTHFLOSIDUU:LOIN�000E — iJH 9eW,nR C'nJ<�oa� m: � a nere,,unR�an9.07/2.Q6 DA — � RW e,p�e,ron D,m 7 rr ,u Etyi PnOOtI C.'.ItTFCI OvASION � DC9920 __. ,.,. v�.n,.rt ('om 6L'7LC'::G CODE COMPLIANCE OFFICE M L c 1 o -,,t z 1` rn rn ¢ cc 'n _ ... 33 31 d z 3 (V .. 3t 3 0.. = QZ:) 3 7 27 UJ 2 S cn rJ CL 7 3 13 ➢ INTERIOR ' � 18 ..15 ww 16 E p• ' 1-3/4 B w q O� rat T E E .. otw„o ou � =ii 12 Q 32 _ �G3 m lZ(n 0 R 0 12 _ R p ;oz <N 0 19 CD o 8V 13 20 32 16 / 4 2 30 1 • EXTERIOR WOOD OR 13 MASONRY 7 SUBSTRATE E FOR WOOD SUBSTRATE 1 HORIZONTAL CROSS SECTION z TYPICAL) OR A FOR MASONRY SUBSTRATE 4 (TYP. INSTALLATION INTO 2X WOOD BUCK) O to Zi VERTICAL CROSS SECTION w Z /jam{ ✓ ��OUIIDING CONSULTANTS. INC CENERAL NOTE: ATTACHMENT OF WOOD SUB -BUCK TO MASONRY 813.604.J031 TO BE SPECIFIED BY ARCHITECT OF RECORD. n.re 9 25 00 A➢➢RO'.EO AS CCI.IPLYI.NG 1'.itil THE N.T.S. FROMUCT RFXF: YFTf SOUTH FLORIOA OUILOMG CODE 'L umpl% in; ni:S IAa Florid. ❑uiJng Code TSH 0«. m: RW _ A—pnnre Ko 02-07/2 n!o eY .l/v E. intiou O.t� c! pFJDU 'CONTROL DNISIOt: (1w c No.: Or OU0.Oltl COEC06,PL61NCEOFFICE DC9920 Atm. >.J. Product Caow oi.i. ACCEPTANCE HO. L}7' I00(i• Os' v¢r a a 5 O d' PRODUCT RF.N F.IVF.O um Fl�inO wi:E the Florida UuiJinO Code r A«<p1.�RNo 2.Ob I E�pinlion Dale 07 Ur I Rjiami aGe PFvduol Conl Di. hi 'Ll W OIL 'NO ON5ULTANTS. INC 813.68 4.3831 art: 9/Z.. UL APPROVED AS CO�:PIYRIG LM17 T}1 THE SCALE: N.T.S. SOUTH FLORIDA BUILDING CODE o r vrcc �• en TJH BY c RW. : RW F000 ' T C NiROL OIVT 1071 pN MNG NO.: BU0.0U10 COOS C.�.{10ANCE OFFICE// DC9920 ACCEPTANCE Y.O. 16 ^ 1006-19 SNECT S OT O N f. n rn o) v¢cro Z 3::N Z CZD�� ® ® ® ® oNg� J � L=1 c=.3 a 1 16 OEAOBOLT ®® n oLV awo 03 5a 00 ll :Ev ® ® ? 8�� {310W1 2_ N O O O ®® ®®®OIC a s 2o Z Q 1 m P i 1AT�H OPTIONAL FLUSH AND EMBOSSED DOOR MODELS I NOTE: DOOR PANELS NOT TO EXCEED 3'0 X 8'0tt PRODUCT RF.N F.IVF.O um Fl�inO wi:E the Florida UuiJinO Code r A«<p1.�RNo 2.Ob I E�pinlion Dale 07 Ur I Rjiami aGe PFvduol Conl Di. hi 'Ll W OIL 'NO ON5ULTANTS. INC 813.68 4.3831 art: 9/Z.. UL APPROVED AS CO�:PIYRIG LM17 T}1 THE SCALE: N.T.S. SOUTH FLORIDA BUILDING CODE o r vrcc �• en TJH BY c RW. : RW F000 ' T C NiROL OIVT 1071 pN MNG NO.: BU0.0U10 COOS C.�.{10ANCE OFFICE// DC9920 ACCEPTANCE Y.O. 16 ^ 1006-19 SNECT S OT M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA MIAMI -DADS COUNTY, FLORIDA MG1'RO-DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 @UILDIN6 PLANS r--Y"1`09MI1 FLORIDA 33130-1563 RpVJJ jWF,,D3tif k► ,2901 FAX (305) 375-2908 ,©DF. COM LIcSANC7 KEEP THIS KLAN alv JUL) .Jeld-Wen, Inc. 3172.5 Highway 97 North. APR o 7 QQ Chiloquin, OR 97624 SCOPE: Building & Z ping I pe a pax., F;_. This NOA is being issued under the applicable rules and regulations go r �e onetn�r cinn materials. The documentation submitted has been reviewed by Miami- a I ua44nW;duct Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mda'W€4aallowed by the Authority Having Jurisdiction (A.1IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane /.one of the Florida Building Code. . DI?IkRIPTION: Series Jeld-Wen a Steel W/E Outswing Opaque insulated Steel Doors APPROVAL DOCUMENT: Drawing No. DC9921, titled " Outswing Opaque insulated Steel Double Door in Wood Frame", sheets 1 through G of'6, prepared by R.W. Consulting, Inc., dated 9/25/00 with revision No: 1 dated 10/ 14/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE INIPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and tollowin'o statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Cited and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change -in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADN'ERTiSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and 161lowed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 4 00-1003.04 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, i'.E. 42 NOA No 02-1022.14 Expiration Date: December 02, 2007 Approval Date: December 19, 2002 Page I . JELD-WEN® STEEL OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. TIIISIPRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI—DADE COUNTY. 2, WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REOUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: FOR 6'8" WOOD FRAMES; SEE TABLE THIS SHEET FOR 8'0" WOOD FRAMES; SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Do.2�6coT Construe Lon— Face sheets: 24 go. (0.020") minimum thickness, Galvanized steel A-525 commerdiol quality — AKDO per ASTM .620 with yield strength Fy(min.)=24,600 psi. Core defurl'E.ponded polystyrene with 1.0 to 1.25 lbs. density. Construction: sleet foce sheets glued to expanded" palYllyrene (EPS), with woad rails and Laminated Veneered Lumber stiles and o wood lock block reinforcement. 0 . MAX FRAME WIDTH 74-1/9" TABLE OF CONTENTS SHEET # DESCRIPTION 00 S O w _ \ O 0 I a ¢ O _ DOUfJLE Bb" WOOD FRAME ANCHORS, ELEVATION 'I DOUI31_E DOOR HORIZONTAL CROSS SECTIONS TABLE OF CONTENTS SHEET # DESCRIPTION COMMON {GENERAL NOTES. PICAL ELEVATION) 7 DO1181 F 6'8" WOOD FRAME (ANCHORS ELEVATION) _ _ :S _ DOUfJLE Bb" WOOD FRAME ANCHORS, ELEVATION 'I DOUI31_E DOOR HORIZONTAL CROSS SECTIONS _ 5 DOUBLE DOOR VERT. CROSS SECTIONS BILL OF MATERIALS 6 _ COMMON (DOOR MODELS LOCK DETAILS --_. 6'-8" HEIGHT O.A. MAX. FRAME WIDTH 74-1/2" 8'_0" COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) t7ESIGNI F'F2ES'.E�U1=2E RA_FI\G wREOUIREMENT I'�TIIJEEDEDN REQUIFICMElIT R'llrIIOI uFEDED POSITIVE 48.0 psf f 48.0 psi NEGATIVF_ — 51.0 P'f — 51.0 psr t H E I G �uIL�61MC BLANC CXAMIN =u REV1r'WED PUll CODV, COMPLIAN 7 KEEP THIS PLAN ON JOG APF U 7 2003 Building & ani )g In e-dta-dax., FL. Examiner nnature License No. Appun d es lit, Flnrida fluidine Cndc _ _ lM w O :�E 70¢ w1 000c z owo S zZ OHO � OJ ZN3 w 17 N a fail Ow �w wN I'l/ CONSULTING (8 13) 684-3831 DATE: V/ Z31 SCa E: N.T.S. owc. DY: TJI-I DNx. aY: RW DR—c NO.: DC9s21 SI IF.EI I OF M T cc C) Z @2 6' j 17 TT4 2'1-12"— MAX. MAX. 6' MAX MAX. j 6 nl C, 0 Z< , I 0 T T 14' TYR. OR Ld �Ld o 14' TYR. (D—\ 21 �:_ 00- wo of C, wo. 'o 'D C.) nw C) N' TYR. OR L;LLi II (D c o a: 0 OD - 14 I—It A C 14' TYR. 1,1' TYR. Ln Z c B 16 F -LA!: mw� Uj A" — A—t—, typical Opp -ale J—h 1 6'* M"2 'X MAX A J- KEEP THIS PLFh Yq APR 7 0 0 Building & filf ii 8, 0 61 r< 0 r\ -- c ANCHOR LOCATIONS - VIEWED Iiie.k 9- (5I-101,YN FOR CLARITY OF VICW) 6 CONSULTNG (813) 4-3831 DATE! 9/25/00 SUIE rJ.J.S. T ML111 —"m c- w RW Diiiin I --1 2"-- ^-12_'—'— MAX. MAX_ 6 ' TYP. 7 OR �-12'--�—MIA2X—jMAX.. ::B, - .B, 1 7' TYP. I f f lnriJ�a Ib:iC�linl; : ie nt )nu _OL7j 200 Ali. n:l ITvJe P-1-1 Cop:nl l DATE: 9/25/00 sale: N.T.S. el aiN. By: RW 17' TYP. 7 OR 9 • tD n �I' 1 Z ON Z = p oo _p 17' TYP. Ell 8 U' TYP. OR 9 p � � J �7 w JW z Z --t2"----12"-- —12'=---t7_"-- 4 n�cnor, Tyuical o;,po;ilc .mn,6 MAX. MAX. -- 6—_ -- MAX. MAX. i�lp � m p ma j-� D ov) ~� 0 o3-0Ip A" Jp a e ANCHOR IOCA f-IONI _, ::B, - .B, CODE COM.PLu-u- 0 0 E 7N:� PL4N 0'J J01 _ � p 3'0" 6OOR Z VIEWED FRO.Iv�__'; T IOP Exe.miner i -o re CONSULTING License N. _. _. (813j 68n-3831 I f f lnriJ�a Ib:iC�linl; : ie nt )nu _OL7j 200 Ali. n:l ITvJe P-1-1 Cop:nl l DATE: 9/25/00 sale: N.T.S. el aiN. By: RW z p N tD n Z ON Z = p oo _p Ell 3 p t n N p � � J �7 w JW z Z wm¢ pnw 4 pw0 !ow i�lp � m p ma j-� D ov) ~� 0 o3-0Ip Jp a e DO 20 Z 0 CODE COM.PLu-u- 0 0 E 7N:� PL4N 0'J J01 _ � p 3'0" 6OOR Z VIEWED FRO.Iv�__'; T IOP Exe.miner i -o re CONSULTING License N. _. _. (813j 68n-3831 �n I f f lnriJ�a Ib:iC�linl; : ie nt )nu _OL7j 200 Ali. n:l ITvJe P-1-1 Cop:nl l DATE: 9/25/00 sale: N.T.S. DWG. DY: TJ11 aiN. By: RW pRnWINr. No.: — SiIEEi 3 or 6 �n I I 0. A. MAX. FRAME' WIDTH 74.5" — o N z m 31 > Lno zza`" m a 1.15" MIN. EMB. INTERIOROO 'n 33 " ° 7 27 14 13 13 7 3 t = u a. w S z 0 r= P06 l\\\\ \\\\ 15 15 l lllllllllllo . 20 :, o, -z :D o 11 ci J0 owo w oo-, o J 0 u 8 / l ' -✓/ " © �oZ oO po to o z o O CK Y m /I 20 J 6 20 20 32 16 _ O - o - . 2 2 M1 I 31 MIN.. v, EXTERIOR — ;S2 z rc o (TYP. INSTALLATION IN 0 QL 12X t lOOD10BUCK 2X WOOD BUCK) 36.0" MAX. WIDTH - — 36.75" MAX. WIDTH INTO MASONRY) — w 0 N//ASTRAGAL 00 ACTIVE PANEL_ ACTIVE PANEL W/ AS I RACAL -- o Fc. 1 HORIZONTAL CROS` SECTION --_--__._--_ MOTE: .�� ,,. -- - (013 eaa-3431 DnlC:9/25/00 scn[:N.TS. 1 . 6'8 r1„,—;dw uuAND 8'0 ASTRAGAL /f9 X 1” PFI -i WS MAX. I Y ON CENTER 1.nd rlasa„�,,,I,;� „„I„,� i al _C r Dwc. DTJH NI)Ah M hnvl Uudc PnrWa G'^�(+� onnwinc r+o.: (� DC9921.-- C/ v,[er M1 Dr G 1 I n �r 4-9/16" — 1 a < o 7 T � 30 ITEM DESCRIPTION K j 1 N A z Z • 31 _ 34_ Wood lock reinforcement (1.67" x ?_.75" x 71_875"— 2 Hinge jamb (1-1/4" x 4-1/2•• Wood Jamb) — PINE r u7 1.15" 3 Head iamb 7-1 4" x 4-1 2" Wood Jamb — PINE oN rein, e mb. 4 4 x 4 butt hin es 12ga..097 C.R. STEEL' S K '=o 33 5 N A ' ro 6 9 X 1" PFH wood screw (hinge to frame z = ? � 7 8 x 3 PFH wood screw _- z 'n O 8 10 x 2 PFH wood screw I 'n ^ J \ L' 9 1 4" to con (1-1/4" into mason J T = W I U 0. ITW BUILDEX TAPCON NOA 96-1226.03�or _ 18 ELCO TAPCON NOA 97-0731.75 ff v E 1 o r1 A X T 73 w w 11 N A JW 7J oa E N 12 Bumper threshold 1-7 4 x 4 5 8 x 5 8 extruded olum. m� R T n E o n o 13 Compression weotherstri Schle el 0 -Lon ODS 650 ooh w R 14 Extruded Aluminum Astro al Imperiol ANH - �- a n ED w Q 0 o m ar 15 9 x 1" PFH wood screw 0-0 J m� F o E R 0 v 16 Foce sheet 24 a..020 thk.min elv.steel A-525 F =24,600 Psi. wo m -O o R 17 N A Zw w U1 U J co Do 0 6 m m 18 To Roil wood 1.67" x 7.042'• Boz a Jm r 19 Bottom Rail wood 7.067" x 7.065" ~ K og a o �o p o -- 20 Side Stile wood 1.067" x 7.042" lamina veneer lumber o :Do KZ co m w 21 Wood lock reinforcement 7.67" x 2.75'• x 4.75" Zo < wa > _19.25a 22 Astra of Throw Bolt Steel .37" diameter Ion a u L � ?, 23 N A z W s 24 N A Y m = 1.75" _ 25 N A — J J W W 26 Astro of Reinforcement Plate - located to and bottom of Z W W F ZO Qrn _ Astro al (1.125" wide x 18.0 Ion ;C .060 thick steel Z Q Z Q ¢ O K Attached with 8-' 6 x 1" PFH Wood Screw 0 o W 27 Kwiksel titan series lock 200 Ln X X X 28 Kwiksel titan series deodbolt � 600 O ¢ Q Q ¢ 29 8 X 1 - 1 2" PFH WS n w vi 30 Masonry wall w EJ 31 2x wood buck o d d o 32 Expanded Polystyrene 1.0 to 7.7.5 Ib. Density]_ 0 DYLftE MFG. BY JELD-WEN a w 73 33 1 4" max. shim space oa MYNA o / v~ CON G 684-3 (813) 6843831 WOOD OR MASONRY —— t-5/8" _ \ --- o�r(:9/zs/oo SUBSTRATE (T(PICAL)— + ')8 PFH VIS IN WOOD SUBSTRATE (MIN. 1.15" EMH.) ApPmanl ascnmpl iuC wi,h lLc scu(: N.T.S. owe. nY: TJI I l'iR FIn,;dn uuleln s n RW TA.PCON TYPE ANCHOR FOR MASONRY yUBSTRATE (MIN. 1.25" EtAB.) rvonaor: hliuml hn do I'mJun Cup�ml D"I",ao.: DC9921 (./ s'K(r 5 or 6 _ 34_ Wood lock reinforcement (1.67" x ?_.75" x 71_875"— -- 1 r. i K O Z •l � N c0 m In U O p MAX. PANEL WIDTH 36.0' m 7 O z n O v p n O ^ J O W T T C] ED El E� ❑ JW DEAOBOLT rn r FE 11 � ' u 1)ocy �O� Ln J c�a 2U J � � a-�o p 9 — ❑� I zN3 02 0 Y U c\\\\ �Oz N OO Cl D D0 D0 oI_, U 7JU \_ © � 0 OHO Q Z a ------------- [U FE11 9 0Fol [111 FEll <1 LATC FI a - - DOOR MODELS (FLUSH and EMBOSSED) ---- o 0 N6fF: — p z 1. 6'8 DOOR LAfCFI LOCAIFD AL 36.0" FROM BOTTOM OF PANEL. --- 2. 6'8 DOOR DEADBOLT LOCATED AT 41.5" FROM BOT7011,1 OF PANEL. I S. 8'0 DOOR LATCH LOCP.TED AT 36.0" FROM BOTTOM OF PANEL, T 4. B'Q DOOR 01-ADDOI-I I..00ATED Ar 48.0" FROM BOTTOM OF PANEL. CONSULTING • (013) 684-3931 DATE: 9/25/00 SCALE: N.F.S. :\Itlln...vl a. ll1in111�mgF ilh lhr F lnrilla llNillin CWe DwG. BY: T.1H Alin ntI Dmlr PtvduU e.711 // OPAK'iNG NO.: DC9921 —_ SHUT 6 OF 6 / co MIAMI. MF IAMI-DADE COUNTY, FLORIDA ® BUILU A >�5 ,,PAPF-IFLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) y� STREET, SUITE 1603 PRODUCT CONTROL DIVISION RFvkkORIDA 33130 jj -1563 %Y COEi�j��3 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA)H►, !ON ON 1E Jeld-Wen, Inc. 31725 Highway 97 North APR 0 Chiloquin. OR 97624 Building& oning Ins' v Ion Ui�•Jax. FL. SCOPE: This NOA is being issued under the applicable rules and regulatlim rgi"erf4q%euse of constru�ctio_n izlaterials. The documentation submitted has been reviewed by Miami-DadetL@WN@�Rii'ol'Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. _ DESCRIPTION: Series "Jeld-Wen® Steel' S/E Outswing Opaque Insulated Steel Door w && w/o Sidelites APPROVAL DOCUMENT: Drawing No. DC2005, titled "O/S Opaque Steel Door Double & Single Units w & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #1 dated 12/11/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TFRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPF_.Cl'ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 00-1003.03 and consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-1211.12 Expiration Date: April 14, 2008 :Approval Date: January 1.6, 2003 Page i 49 JELD-WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS VV/AND W/OUT SIDELITES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE 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. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE DESIGN PRESSURE RATING TABLE SHEET ONE.. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM MEETS THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES". SEE NOTE BELOW DESIGNED PRESSURE CHART. STEEL DOQR conditions) Door Leof Construction: Face sheets 24 ga. (0.020") minimum thickness, Galvanized steel A-525 commercialualit - AKDO per ASTM 620 with yield strength Fy(min.)=24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: Steel face sheets glued to expanded polystyrene(EPS), with wood rails and laminated veneerd lumber stiles and a wood lock block reinforcement. Frame Construction: The head jams and side, jambs are mortised, butted and joined using three 7/8' x 2" wire staples. I- 74.5" MAX. OVERALL WIDTH ® ® t ®1 0 x J o 1 1017 o N , n L---------- DOUBLE DOOR ELBDIQN 37.5" UC. OVERALL WIDTH {-- 68.5" MAX. OVERALL WIDTH �1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HOIZONTAL CROSS SECTIONS 4 5 HOIZONTAL CROSS SECTIONS ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS _ DETAILS 8 _GLAZING COMPONENTS I- 74.5" MAX. OVERALL WIDTH ® ® t ®1 0 x J o 1 1017 o N , n L---------- DOUBLE DOOR ELBDIQN 37.5" UC. OVERALL WIDTH {-- 68.5" MAX. OVERALL WIDTH �1 L W W O Z O 3 FW - < w p 4 �! p O = In g o 4 ^ x 2 'a � mn n ro I of 2 1 ;I SINGLE DOOR W/SIDELITES ELEVATION 105.25" MAX. OVERALL WIDTH —{ T— —J 2 � W F- 2 x o w { = a a 4 o w. Cie o J o W p 0 1 O a p 2 < O 4 v vn M'• R m ,rt au oIN aL D p o m -m F P OB W PTH A I—_ DESIGN PRESSURE RATING____ WHERE WATER INFILTRATION REQUIREMENT IS NEEDED - POSITIVE _ _+ 53 0 PSF NEGATIVE - 57.0 PSF license .No.��l .I -_.r:',•.: �.�I ,_.:, :��•i:a 1S: cc O a Z � ZION CO' U, N LOOv � N LIJMUa- FJV JIV BUILDING CONSULTANTS. INC 813.659.9197 11 )e*e 9/25/00 scxE: N.T.S. DWG. BY: TJH CNK. BY: RW DRAWING NO.: DC2005 si.Eo 1_ of 8 0 Lr) �n 22 2 O v 23 23 U Q cc h 25 �� Z ON �w 25 = Z co 2 w0�N =Cd Lo ()-4 X Y 2A �MU� 13 —� o N = J O 9 z z 5 38 E K - ..:;ter.`'_ X FW- c tW- J 1= W K O r V 12 0 0 13 nZ n m 0oLn W I o v_ �- - .020"' MIN. - m �`�3 � v o SKIN 27 .. o J� < W Q 7 m o U 07 Z O w Q = aioo a> ¢ x a x w= m X 1.75" MAX. �� oW z PANEL 7HK. in x = a 28 v' N w ¢ W C7 - ¢ ¢ .5" MIN. _ 3 XT RIOR N GLASS THK. .�� INT RIOR ,� z z �- o Y Z a Z� �¢ w 24 O m 14 9 7 8 w N 14 .020 MIN. ui SKIN 7HK. ¢o � z \ a o U) z 1 . N an CONSUUTANTS. INC a ° e a oPTE: 9/25/00 y / sate: N.T.S. �72 C7 5 ..'::r;I>:rdc:,p<;.;:c.. ... owc.ev: TJH JdtJ _ 1Sc _2 .D23 fJ 1� (1) & 1'L' .Z_•.1Z.11...1Z... cNr.. eY: RW nE , y f `77Cl L CROS'S'- S_F"'CTION _ t y I r,. -,:t :�_::;s OR —c NO.: C 2 2 VERTICAL CROSS— SF,C7'ION DC2005 , I sNEET 2 ov 8 Item DESCRIPTION Material 1 HINGE JAMB 1 1 4" x 4 1 12" WOOD 2 HEAD JAMB 1 1 4' x 4 1 2" WO 2A SIDELITE BLANK JAMB 1 1/7 4 x 4 9 16 3 4 x 4 BUTT HINGE 72GA. .097 MIN STEEL 4 9 x 1" P. FH. WOOD SCR W HINGE TO FRAME STEEL 5 8 x 2 7 2" PHILLIPS FLATHEAD WOOD SCRE STEEL 6 10 X 2" P. FH. WOOD SCREW HINGE 70 BUCK STEEL 7 1 4" TAPCON STEEL 8 BUMPER THRESHOLD 1 7 4"x4 5 8'"x5 8'" ALUMINUM 9 COMPRESSION WEATHERSTRIP Q-LON ODS -650 10 EXTRUDED ASTRAGAL IMPERIAL ANH ALUMINUM 1 1 9 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 12 FACE SHEET 24GA. .020'" MIN. GALVANIZED STEEL 13 TOP RAIL 1.67" x 1.042 WOOD 14 DOOR PANEL BOTTOM RAIL 7.73x7.21"x.021" STEEL 15 DOOR HINGE WOOD SIDE STILE 1.67" x 1.065 WOOD i5A DOOR LATCH LVL SIDE STILE 1.67" x 1.065" 16 ASTRAGAL THROW BOLT 0.37" x 19.25 L. 57EEL 77 8 x V-2-1':' 2" L. TYPE ""AB" PANHEAD SMS STEEL 78 8- 6 X i PHILLIPS FLATHEAD WOOD SCREW STEEL 7 9 KWIKSE7 TITAN SERIES LOCK 20 KWIKSE7 TITAN SERIES DEADBOLT 21 LATCH SCREWS SEE LOCK INSTRUCTIONS 22 MASONRY WALL CONC. 23 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE DYLITE 1.0 70 1.25 L8 --25--i-/4" MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 LITE FRAME ODL POLYPROPYLENE 2g 17 2 INSULATED TEMPERED GLASS GLASS 29 LATCH JAMB 7 1 4" x 4 1 12"' WOOD 30 /{8 x 1 7/2" 7EK SCREW (LITE FRAME) STEEL 31 LITE FRAME BY TRINITY FOR i 2" GLASS 32 1 2"'INSULATED TEMP. GLASS BY TRINITY 33 LITE FRAME BY TRINITY FOR 1" GLASS 34 1" INSULATED TEMP. GLASS BY TRINITY 35 LITE FRAME SCREW 6 X 7 7 2" PANHEAD 36 SILICONE CAULK CR LAWRENCE 33C SILICONE 37 GLAZING COMPOUND SILICONE 38 CAULK LATEX 1 t F- ,� EXTERIOR z = S 7 � 70 ZZ N 36 9 26 z 22 > o) ^la 4 8• Z O N ` INACTIVE ACTIVE 1 3 n 24 15 . z C7zn 6 LU - 23 v � N ul Z 18 5 � 26 SEE NOTE �n w i SHT. 3 24 12 i 5 z INTERIOR .15" MIN. ° o"t ti ASTRAGAL RETAINER BOLTS (2) COUNTERSINK o SF TOTAL, (1) 9.0" L. x ALUM. RETAINING SLIDE 19 .. 25 www z .312" DIA. ® 70P & (1) (3) 1.0•' x 4.5" x 0.565" 2 HORIZONTAL CROSS SECTION J ` to z� zw 9.0' L. x .312" DIA. ® BOTTOM 3 HINGE JAMB TO BUCK o,Ln 1 pi13 twit �� ° _Q %1 HORIZONTAL CROSS SECTION omdf ' 3 AT ASTRAGAL - - MAX. SHIM QItnQ3 o �p .25" o 1.15"MIN. a a 1.15" MIN. EMB. w m EMB. o .25" MAX. SHIM NOTES: z3 � " ,p SEE NOTE EXTERIOR o ' 1. SPACING FOR ITEM 18 # 10 x 1 PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL 3 SHT 3 26 Z TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 22 . 12 0 p 1.0", 2.5", 4.0", 5.5", 13.0", 18.0" & 26.0'•. o o 2. SPACING FOR #8 x 1 1/2" PLASCREW ATTACHING THE ODE LITE FRAME _ IS AS FOLLOWS; TOP & BOTTOM; (2)SCREWS 3.0" IN FROM EACH HORIZONTAL �� CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0", 13.0", o 26.0", 39.0", 52.0" & 63.0". 3. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE #8 x 2 1/2" PFH WOOD SCREW, WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND 4. SIDELITE JAMB AT THE MULLION USE #8 x 2" PFH WOOD SCREW. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EOUALLY SPACED, A TOTAL OF (7) SCREWS PER EACH VERTICAL MULLION. ° 15A 24 INTERIOR o = ��BuiEowc 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #10 x 2" PFH a Y CONSULTANTS, INC WOOD SCREW. WHEN ATFACHING THE HINGE TO THE JAMB AND SIDELITE JAMB A7 THE MULLION USE #10 x 1 3/4" PFH WOOD SCREW. 9 6. THE SPACING FOR ITEM #35 THE #6 X 1-7/2" PANHEAD SCREW SPACING IN THF ,3� L� v � DATE: 9/25/00 TRINTIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON 7HE SIDES/ I-- 75" MIN. ,..__ _ ,:,.., scut N.T.S. (9) AT 5.625", 1A.5", 2!,25". 32 .0625", 41.O", 49.75", 58.5625", 67.375", AND/ COUNTERSINK _ - ': Dwc. Br: TJH 76.3125". THE LOP AND BOTIOM FROM RIGHT 70 LEFT (2) SCREWS Al' 3.125" \5 i25 - I '.-.���:.L_1�,Jco'z c- By: RW AND 6.875". - - ..'. Com- I-z11..J ;.L:: 1 HORIZONTAL /. SECTION , CN2O0' DC05 3/_LATC�B_TO UC- JG;-I:f ;NEET 3 DE 8 �- N co) Ln cr XT RIOR � � SA a:'- U Q C, W JJ 3 z� v Q cm - V) I W .- 2 2 c� Q Y 9 � � ` INTERIOR 24 o Z \ o vYi 1 SEE NOTE o n II 4 SHT. 3 oZin 2�� 28 .75" MIN. 27 38 COUNTERSINK zw Z. 29 1.75" MIN.HORIZONTAL CROSS SECTION (L < MO om'� EMB. �4� A7 SIDELI7E ^=3 22 ' .15" MIN. 3 4 r m .. COUNTERSINK 24 75 6 c EXTERIOR ,py 5 < SEE NO 7E ' Z 2 FOR ODL LITE OR 2A 2A 6 FOR TRINITY LITE - Z ac- - ON SH7. 3 ,o, 27 /�J� 0.- O cr INTERIOR y EXTERIOR C3 INTERIOR -- a SEE NOTE 5 o 23 „� 4 SIFT. 3 _ ��auaowc • 27 COUNTERSINK �C it 38 INC 31 J J 813.659.9197 -" Ing wrc: 9/25/00 r—x`31 Q) HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION _-__ — scue N.T.S. .25" MAX. SHIM THK, SSIDELI7E TO BUCK 4 HINGE TOBUCK, ;:;-:.:�.::>_�•.,:::::`_.tr,,,i:z;:._ Ra�l:!c 8eiE8 ;:': 7 r � ..-•_3'AU.._7" �LC'i. I Lz 1Lll�lL... •:'U.11.�++:(Uf M�O.: �� t OZ SEE DETAIL "F" cm SHEET 5 li SEE DETAIL SEE DETAIL y 10 G SHEET 5 • • G SHEET 5 CU ¢CE _i3 6" F-6 Z=pM LU 5 O —TIS �rT N --i3" 7YP. TYP. n m 5 O I TYR I O LU • – -'^ : ^ ^ – nn r -i SEE TYP. F— 3" 3' TYP. ^ In c"t U O ^ coT DETAIL ^ oo ` TYp n SEE DETAIL oo J SHT n 6 • – 3 H SHEET 6 _ n n �EE NOTE J o �w a a o `o TYP. 5 SHT. 3 dwd 6 o"I Nzvt � A A . A [CE Typ^ `J TYR mO I m 770X3 c,m o o "EL 13_TYP. I I O NPI I v 3.. — 3 6.. — i— 3.. � � 6.. 6.. � 1-- 3.. l —� 6" 3" 3" 3" 3•• SEEDETAIL 4.5" — 4.5" K SHT. 5 z DOUBLE DOOR ANCHORING LOCATIONS SINGLE DOOR W/SIDELITES ANCHORIN�IF .GT�L41a� ex�rrrv:n z o o ljv\ED FOS o COD$ COMIjUANC^ S KEEP THIS PLAN CIV 10 0 APR 0 7 2003 a 5 � / O_ 7 � _-- / % 0 �� � --O Building Zon ng c;;un Un Jax., FL. Examiner S18nat re License No. �--_�•��— � o BUILDING CONSULTnNTS, INC 4 - --- —i� 9/25/00 scue N. T. S. DLIAIL F HEADEP. ITAINER I. ASTRAGAL DE:TnIf_ K Slls, IbfPLRIAL n51'RAGAI DETAIL G iiINGF TO JAMH_ & DOOR ;!Ii:c .t:c:i;r:;�_;.,'•;'„,.' DND. BY: TJH cNx er RW RETAINER BOLT HEnOf F' Si RII4. PLA1F RFIAIN TF BOLT 1HItESI TOLD STRIKE ('I ATE SFE NOTE .`� SHT. :; DC2005 11,1117:f:7- ca t LA W) 1 F SEE DETAIL "F" EL SHEET 5 1 SEE DETAIL G SHEET 5 SEE DETAIL O N 3" 3" 6.. 3.. 3" 6 G SHEET 5 6 6 z Cj Z � Z 3" III 3" 3O 3" 3 1 I I I I I I I I I I C) TYP3" --I 5 - SEE co .n On Lu coaTYP. TYP. 7YP. ^ I DETAIL J SHT.6� Un SEE DETAIL H SHEET 6m • "� \—SEE NOTE Do' 5 SHT. 3 t°7YP. L TYP '� i � „T SEE DETAIL K SHT. 5 OTYP.—'—'3..�3 7 Iq O 6,3,6••��6» � 3 4.5 SEE DETAIL K SHT. 5 i z DOUBLE DOOR W/SIDELITES ANCHORING LOCATIONS SING F DOOR ANCHO�g� NG O'R gEVIEMrLIAr4c CO LAN ON JOB GODi Its P. a SEE NOTE KEEP T _ 5 3 SHT. 3 ZOOS O SEE NOTE 3 SHT. 3 on Div • guildinB _ o M%BUIl01NC gna�t0 CONSULTPNTS. INC 5 �' Examiner - 813.659.9197 Vicense oaTe: 9/25/01 - sutF: N.T. S. OPTIONAL DETAIL H STP.IY, E DETAIL J 57RIKE ! 1 F'!orf?,: eci,'C�ca G-;-j��J -�s( zGC� MG. BY: TJH RW PLATES TO IMPERIAL PLATES TO JAMBS ;;:7;;;. Z_ �L� _ r..ar: ASTRAGAL SEE NOTE 5 SHT. 4 DC2005 SHEET 6 of B Z = 37 27 r� z 36 r XTERI R ^ a / 37 N Cc 28 ? T 36 N N N (p GAIN DETAI 1/8" TEMPERED GLASS L ;� rn rn 1/2" TEMPERED c ODL LITE FRAME.. 1/4•• AIR SPACE 27 L : U Q O .. 1/8" TEMPERED GLASS N I Z N Z (.j 36 1/2" GLASS LITE FRAME 1 Z C0 INT RI R ODL _ � r: 2a 36 3o SEE NOTE HP POLYPROPYLENE O Ln Lo 2 SHT. 3 (THERMOFIL-P6-30FMO391) n = 0.5" GLASS LU 2 LU BITE 1.5625" o HN-- zY 36 1.544" o�W 31 WW p n z 36 �zo zc~i EXTERIOR _ a 36 36 -v�S 32 a 1/9" ri ASS LITE FRAM AD 1/8TEMPERED GLASS TRINITY ,. As Nj3 JO U 0 NSG GLAS 1/4•AIR SPACE (LUPOY EU 5007) TRINTIY LITE FRAME a o as ' 1/8' TEMPERED GLASS I` m INT RI R 24 36 35 SEE NOTE 6 SHT. 3 v 0.5 GLASS 3 BITE o U) n 1.544" w Z O � o � a w Y I L � 36 33 O .75" STEEL INTERCEPT 33 ^ w w -}6 SPACER EXTERIOR = a 36 i" GLASS LITE FRAME TRINITY I O 341/8" TEMPERED CLASS � (LUPOY EU SOOJ) _ Z GLAZING DETAIL BUILDING 1" INSULATED TEMPERED GLAS /2" AIR SPACE CONSULTANTS. INC TRINITY LITE FRAME 813.659.9197 rL— \\- INTERIOR 36 1/8" TEMPERED GLASS oATE: 9/25/00 SC&E: N.T.S. 35 SEE NOTE ` N GdJir'gc'I, (? e..�-_(6� DWG. BY: TJH CHK. BY: RW 0.5 GLASS 6 SFIT. 3o g ' _CZ- 1 7 a..Lz- D..c NO.: BITE (l i.'!:'I:i :.::1:c �:0'al�t: C� U: ❑y Z(/� DC2005 vlen 7 of 8 :7JC I � LIi I 1. ti Lo 2.375" —{ 1 . cc 4.041'" 1.67" O N rn ASTRAGAL HAS 00 (1) 9.0" L. x .312" DIA. BOLT ® TOP & ^ I } 'or� Z p N (1) 9.0" L. x .312" DIA. 1_ � - BOLT ® SOT70M Z T 10 .912 _=ate O OUTSWINGLOW u)pn ^ _ _ IMPERIAL ASTRAGAL PROFILETHRESHOLD 13 15 70P RAIL & SIDE STILE c) U a EXTRUDED ALUMINUM 075" WALL .050" EXTRUDED At �- 1.67" o O Z v, o zc moo z O 0 • o O O in IL itl wap w � 0 3 N O ..Oa O�3 d —� 15A LVL LATCH STILE m .140'" O.525" I I -1Y-.097" ss COMPRESSION WEATHERSR7IP 3 4 x 4 STEEL DOOR HINGE O SCHLEGEL 0-LON QDS 650 097 THK. STEEL BY HAGER N z 25" -i I z Qui = � w N � o 11.875' 4.5525'" _ N laJ � o DIA. VARIES W/LOCK U�SEyD/% T : r` I O I'DlIn N _ zl2c7l1 1 III —I 14 O 1.73" DOOR STEEL EDGE CAP BOTTOM �BU�ID'NG GGNSULTANTS, NC 81 },659.9197 26 WOOD LOCK BLOCK 1 71 " THK WOOD FRAME 2A 4 �� 9/25/00 SCALE: NTS 3 29 O3 mG. BY. TJH -H Br: RW Ho.: //l DC2005 SHEFI 8 OF 8 MIAMI- DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) � 11 0INO� 0LANO r angy+� Jeld-Wen, Inc. VW IFi—) 31725 Highway 97 North Cody CC)&tAP, rEf;� �hlis t j t Aid (Alj 1 1NC;E Chiloquin. OR 97624 I, SCOPE: A P R p 7 U 3 This NOA is being issued under the applicable rules and regulations governing the u co structior}.materials. The documentation submitted has been reviewed by Miami-Da(RUVhjp 0&A ti i §iWaTf&accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Aunty areas where allowed by the Authority Having Jurisdiction (AHJ). Examiner _ attire This NOA shall not be valid after the expiration date stated 668w e 1 °eriMiami�a noun ro uct Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld-Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S-2004, titled "Jeld-Wen Steel Outswing Woodedge Door Double and Single Unit", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with revision on 11/08/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99-1007.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. 58 NOA No 02-1.211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 E D -WEN® STEEL ADIATOR and ENERGY SAVER ODEDGE STEEL DOOR WITH WOOD FRAMES _ c� GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 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 MATERIA SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELTTES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI-DADE COUNTY. Door Leaf Construction: Face sheets: 24 ga. (0.021") minimum thickness, 25 go. (_0.018') minimum thickness galvanized steel A- 25 commercial quality - AKUQ per ASTM 620 with yield strength Fy(ove.)=24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: Steel face sheets glued to expanded polystyrene (EPS), with wood rolls and laminated veneerd lum er stiles and a wood lock block reinforcement. The head J1ambs and sides jambs nger jointed pine The 4 56 5" x 1.25 . The head and side jambs are mortise butted and joined using (3) 7/8" x 2" wire staples. The threshold used is on aluminum outswing bumpface measuring 4.625" 1" IA 74.5"' MAX. OVERALL WIDTH F36.75" MAX. PANELDTH W/ASTRAGAL 1 L 1 2 TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3 3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3 4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING DETAILS IA 74.5"' MAX. OVERALL WIDTH F36.75" MAX. PANELDTH W/ASTRAGAL 1 L 1 2 PI x i / J i a / O ! O it f f ID DOUBLE DOOR ELEVATION --105.25" MAX. OVERALL WIDTH - 15.5- MAX. FRAME WIDTH 36 NI DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED POSITIVE _ + 50.0 PSF NEGATIVE - 46.0 PSF .5" _J { X N 0 n % O O �n n m II I B ILpINA pinNS $V `ED OR ' KEEP THIS Pt's (IN 10DOOR ELEV/ 7Y OF V IJWOVNTERIOR dot.laxrrfeebrouWrnI v a4dratho License NQ._,_� " MAX. D.L.O. cc z N rn rn UQ o Z 3g: 2 O C3 ,, pN_� F- o�UJ 0=) oz wu0 0 r �oZo � oW of�¢ R > >3m o 2� 0Icz 11 3� 19.625 x MAX. D.L.O. -1A1 813.684.3831 E.- 12/01/99 N.T.S. ar TJH C. BY: RW WNG NO.: 5-2004 EEr 1 of 7 c) r 4 6 A . 4 e. 4. Z -T V) SEE NOTE #2 SHT. 7 .020" MIN. SKIN FIXED .75" GLASS ry 32 THK OPERABLE OI EXTERIOR INTERIOR 1.75" MAX. PANEL THK. 14 7 Lo cp V)ppprllAl /'Rn Q q— q kllT)III AT SEE NOTE #1 SHT. 7 F— O eF C6 0 -1Q -j !E uj V) Q CC Ckc Z3 0 dw w V)Lja- 30 J 30 020" MIN. JI C-)= SKIN 0 C-) . o a d coz, QQ -j 1.75" MAX. -q d2:LU Cw) PANEL THK. Lo In L 28 .5" MAX. 14 2 — Lu 00 S tD 0 LU 28 GLASS THK 10 'o .5" MIN. EXTERIOR GLASS THK. SEE NOTE Enoo_o- (5 V) I SHT 7 z 24 0 Ci 14 9 7 w www 14 8 ouu—1 020" MIN. V1111114 qielN THK oow In 00 Vi P, 1 'P 0 cv N. E. ONXIIS�:N. VERTICAL SECTION 13.684.3831 2'1 VERTICAL CROSS—SECTION 2 2 PRODUCT REVtS= DATE. 12101199 mempt)ftwimaerbrum scqz- 112" = I" Ampt. fft 2 DWG. ErY-. TJH cw. BY.. RW onmal DRAWING NO, S-2004 I ISHEET _2 OF _7 -T V) SEE NOTE #2 SHT. 7 .020" MIN. SKIN FIXED .75" GLASS ry 32 THK OPERABLE OI EXTERIOR INTERIOR 1.75" MAX. PANEL THK. 14 7 Lo cp V)ppprllAl /'Rn Q q— q kllT)III AT SEE NOTE #1 SHT. 7 F— O eF C6 0 -1Q -j !E uj V) Q CC Ckc Z3 0 dw w V)Lja- 30 J 30 020" MIN. JI C-)= SKIN 0 C-) . o a d coz, QQ -j 1.75" MAX. -q d2:LU Cw) PANEL THK. Lo In L 28 .5" MAX. 14 2 — Lu 00 S tD 0 LU 28 GLASS THK 10 'o .5" MIN. EXTERIOR GLASS THK. SEE NOTE Enoo_o- (5 V) I SHT 7 z 24 0 Ci 14 9 7 w www 14 8 ouu—1 020" MIN. V1111114 qielN THK oow In 00 Vi P, 1 'P 0 cv N. E. ONXIIS�:N. VERTICAL SECTION 13.684.3831 2'1 VERTICAL CROSS—SECTION 2 2 PRODUCT REVtS= DATE. 12101199 mempt)ftwimaerbrum scqz- 112" = I" Ampt. fft 2 DWG. ErY-. TJH cw. BY.. RW onmal DRAWING NO, S-2004 I ISHEET _2 OF _7 FIXED .75" GLASS ry 32 THK OPERABLE OI EXTERIOR INTERIOR 1.75" MAX. PANEL THK. 14 7 Lo cp V)ppprllAl /'Rn Q q— q kllT)III AT SEE NOTE #1 SHT. 7 F— O eF C6 0 -1Q -j !E uj V) Q CC Ckc Z3 0 dw w V)Lja- 30 J 30 020" MIN. JI C-)= SKIN 0 C-) . o a d coz, QQ -j 1.75" MAX. -q d2:LU Cw) PANEL THK. Lo In L 28 .5" MAX. 14 2 — Lu 00 S tD 0 LU 28 GLASS THK 10 'o .5" MIN. EXTERIOR GLASS THK. SEE NOTE Enoo_o- (5 V) I SHT 7 z 24 0 Ci 14 9 7 w www 14 8 ouu—1 020" MIN. V1111114 qielN THK oow In 00 Vi P, 1 'P 0 cv N. E. ONXIIS�:N. VERTICAL SECTION 13.684.3831 2'1 VERTICAL CROSS—SECTION 2 2 PRODUCT REVtS= DATE. 12101199 mempt)ftwimaerbrum scqz- 112" = I" Ampt. fft 2 DWG. ErY-. TJH cw. BY.. RW onmal DRAWING NO, S-2004 I ISHEET _2 OF _7 SEE NOTE #1 SHT. 7 F— O eF C6 0 -1Q -j !E uj V) Q CC Ckc Z3 0 dw w V)Lja- 30 J 30 020" MIN. JI C-)= SKIN 0 C-) . o a d coz, QQ -j 1.75" MAX. -q d2:LU Cw) PANEL THK. Lo In L 28 .5" MAX. 14 2 — Lu 00 S tD 0 LU 28 GLASS THK 10 'o .5" MIN. EXTERIOR GLASS THK. SEE NOTE Enoo_o- (5 V) I SHT 7 z 24 0 Ci 14 9 7 w www 14 8 ouu—1 020" MIN. V1111114 qielN THK oow In 00 Vi P, 1 'P 0 cv N. E. ONXIIS�:N. VERTICAL SECTION 13.684.3831 2'1 VERTICAL CROSS—SECTION 2 2 PRODUCT REVtS= DATE. 12101199 mempt)ftwimaerbrum scqz- 112" = I" Ampt. fft 2 DWG. ErY-. TJH cw. BY.. RW onmal DRAWING NO, S-2004 I ISHEET _2 OF _7 V)Lja- 30 J 30 020" MIN. JI C-)= SKIN 0 C-) . o a d coz, QQ -j 1.75" MAX. -q d2:LU Cw) PANEL THK. Lo In L 28 .5" MAX. 14 2 — Lu 00 S tD 0 LU 28 GLASS THK 10 'o .5" MIN. EXTERIOR GLASS THK. SEE NOTE Enoo_o- (5 V) I SHT 7 z 24 0 Ci 14 9 7 w www 14 8 ouu—1 020" MIN. V1111114 qielN THK oow In 00 Vi P, 1 'P 0 cv N. E. ONXIIS�:N. VERTICAL SECTION 13.684.3831 2'1 VERTICAL CROSS—SECTION 2 2 PRODUCT REVtS= DATE. 12101199 mempt)ftwimaerbrum scqz- 112" = I" Ampt. fft 2 DWG. ErY-. TJH cw. BY.. RW onmal DRAWING NO, S-2004 I ISHEET _2 OF _7 SEE NOTE I #1 SHT. 3 79 NOTES: 121. SPACING FOR #18A IS AS FOLLOWS: FROM TOP DOWN 18A 10 26 1 ", 2 1/2", 4 5 112", 13", 18" & 26". SPACING FROM THE BOTTOM UP IS THE 16 EXTERIOR 27 28 2 ASTRAGAL T USING STRIKE P8 T �NLGT PHIFLATHEAD ODEAD OT SCREWS INACTIVE Y Z ACTIVE Y 4 nN �� 27 "x 30 15 o z INTERIOR w Y~ 3 r:^ SEE NOTE 9 0 , ^ ¢ z w 24 15 #1 SHE 7 a a %1 HORIZONTAL CROSS SECTIO EXTERIOR . 3 AT ASTRAGAL. TYP. 28 .25" MAX. SHIM 19 24 p' 29 EXTERIOR 1tLF.3Q06 i 23 22 25 15 6 31 30 9 SEE NOTE 12 / #1 SHE 7 25 5 \ 23 :. Y F Y 32 .15" MIN. COUNTERSINK 1.15" MIN. INTERIOR w o _ 30 EMB. MAX. \ -c SEE NOTE .25" SHIM 7HK. 9 #2 SHT. 7 5 v \ HORIZONTAL CROSS AT HINGE JAMB SECTION TO BUCK. TYP. 15" MIN. COUNTERSINK 3HORIZONTAL CROSS SECTiON 3 AT LATCH JAMB TO BUCK, TYP. 1.15" MIN. EMB. PRODUCT: rQOD cTREVMD DATE: 12101199 QA/ '�vv oa SCAM -1/2' = 1 JELD-WEN, INC. OUTSWING WOOIDE GELR DO q �M,oz-I2 I. o DWG. B.: TJH 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 DOUBLE &SINGLE UNIT PART OR ASSEMBLY: euunlNc CONSULTANTS, INC.� I 2 1 1 08 02 GENERAL REVISION KMN CHY. BY: RW 1 6 29 00 GENERAL REVISION TJH DRAWING' ND.: PH. 541.783.2057 NO DATE BY HORIZONTAL CROSSECTIONS �W S-2004 1/3, 2/3 & 3/3 813.684.3831 REVISIONS sHtET 3 of 7 a 1.15" MIN. EMB. 25 15" MIN. 22 � COUNTERSINK n SEE NOTE #1 SHT. 4 5 A— x 33 19 A w 27 34 7EXTERIOR a 33 12 26 N x 28 EXTERIOR c� h SEE NOTE i'1 SHT. 4 33 23 27 N to .° " Y INTERIOR - Z N 28 24 RAF Y 4.. 15 30 IN I w nZ 34 SEE NOTE #1 SHT. 7 9 30 a .25" MAX.z l"11 HORIZONTAL CROSS SECTIO Y SEE NOTE SHIM THK. 4 AT SIDELITE TO BUCK. TYP. � # 1 SHL 7 6 15 5 ) L 4 24 2g 15" MIN. 3 COUNTERSINK n 24 15 6 2HORIZONTAL CROSS SECTIO 0 EXTERIOR 34 4 AT SIDELITE TO LATCH JAMB, TYP. - SEE NOTE #1 SHT. 4 33 27 Y NOTES: INTERIOR V) g 1 1. SPACING FOR ITEM #33, WHEN USED TO ATTACH THE SIDELITE TO THE SIDELITE - - JAMB IS AS FOLLOWS; FROM THE TOP r DOWN 6" & 30". THE SPACING FROM THE BOTTOM UP IS THE SAME. 5 t 31 HORIZONTAL CROSS SECTION 28 4 AT SIDELITE TO HINGE JAMB, TYP. .15" MIN. 1 30 SEE NOTE COUNTERSINK �(1 SHT. 7 PRODUCT: JELD—WEN STEEL Rw PRODUCT REVISLD d���mmlm DATE 12/01/99 s�:1/2" = 1" JELD WEN, INC. OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT spy _ 21 •ip owc. Dr: TJH 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 2 1 11 08 02 GENERAL REVISION KMN BUILDING CONSULTANTS, INC. 6 �° BJvaa cHK. BY: RW DRAWING NO.: PART OR ASS MFf BLY: 6129100 GENERAL REVISION TJH PH. 541.783.2057 NO DATE BY HORIZO(JTAL CROSSE�bONS 1/4, 2/4 & 3 4 813.684.3831 S-2004 REVISIONS I sH- 4 ---L N to M L SEE DETAIL "G" --1 O t-- --16- 1 -- SINGLE DOOR ANCHORING LOCA77ON 0 DETAIL "F" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. a Iq r') In ro 1) o �i lo Lo I I t � SEE DETAIL "F" 6- s' 4 4. I l 11 t 1 lO t 1 1 5 TYP. t I O TYP. C q A B r r � r r TYP. r r r r r r O r r a M Lo ro �i oR M �n M co 2 4' 6' F� 3 3 �-I 6 [-4" DOUBLE DOOR W/�IDELTTES ANCHORING LOCATIONS 4.5625" -j ` BuR "svol v 0 GOPtNI$ RI PN nN lib KflER I Bulldln8&Z° Examiner SlBnetUr• -' License No'�� DETAIL "G" HINGE DETAIL PRODUCIrRraM edftcob A•eepmw N• O I I � D•M �/ BUILDING CONSULTANTS, INC 813.684.3831 DATE: 12/01/99 Sri N.T.S. DWG. BY: TJH Com. BY: RW DRAWING NO.: S-2004 SHEET 5 OF.L SEE DETAIL "C" SEE DETAIL "F" SHEET 5 SHEET 5 n a DOUBLE DOOR ANCHORING LOCATIONS 36.0" MAX. PANEL WIDTH 1 /Li / J / / Z O O a O / O / O O 19 / 0 1 o Lco GLAZED DOOR MODELS I � r 4" 4" --1 F_ Ll I_ a" il F" —I _"i �— 4" L ro h m T 2 cc z m (UQ�o Z N = Z Cb W (D Ci Q C" J ^ _ _ UU Moa Of citz WQ= pW F WpN m ocJC[ app w 9pR pp �3In o U2 p p Q a pp a Y � m '%' w BUILDING )NSULTANTS, INC 813.684.3831 11 E. 12/01/99 uE N.T.S. rx BY: TJH C BY: RW WING NO.: S-2004 ET 6 q* to 4" ri i - �--I s" F- 'i —i 6' � -moi i— 4" 4"—� 4' SING) SINGLE E DOOR W/SIDELiTESA IGHORING LAYOUT BUILDING PLANS EXAWN ❑, REVIEWED FOR 15.25" Max. CODE COMPLIANCE PANEL WIDTH KEEP THIS PLAN ON JO T-- APR 0 7 2003 Building oni g eciion Div-Jax., FL. c) x / Examiner Signature Wz License No. IF a O / twDUCT REVItm w emplyft WIbft WeeW Acimpt o Naja:jZjUR / Hri n11 00 I bd (k�traf SIDELI7E MODE�Y!lELS J t 2 cc z m (UQ�o Z N = Z Cb W (D Ci Q C" J ^ _ _ UU Moa Of citz WQ= pW F WpN m ocJC[ app w 9pR pp �3In o U2 p p Q a pp a Y � m '%' w BUILDING )NSULTANTS, INC 813.684.3831 11 E. 12/01/99 uE N.T.S. rx BY: TJH C BY: RW WING NO.: S-2004 ET 6 q* to INT RI R SEE NOTE #2 GLAZING DETAIL VENT LITE Y Z i 1 .125" INSULATED WOOD TEMPERED GLASS �S WOOD 3 4 x 4' BUTT HINGE 12GA. .097 MIN STEEL AIR SPACE 78f.25" l2�" INSULATED 5 TEMPERED GLASS .25" STEEL 6 SPACER STEEL .5" STEEL V) SPACER � g cl .125" INSULATED TEMPERED GLASS —.5" AIR SPACE .125" INSULATED TEMPERED GLASS 1 Item DESCRIPTION Moteriol 1 HINGE JAMB 1 1/4" x 4 1 12 4 WOOD 2 HEAD JAMB 1 1/4- x 4 1 2 WOOD 3 4 x 4' BUTT HINGE 12GA. .097 MIN STEEL 4 9 x 1' PHILLIPS FLATHEAD WOOD SCREW HINGE TO FRAME STEEL 5 8 x 2 112" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 J10 X 2" PHILLIPS FLATHEAD WOOD SCREW HINGE TO BUCK STEEL 7 114' TAPCON x 2 118" FOR DOORS &2 112 FOR SIDELITES STEEL 7A ITW BUILDEX TAPCON (NOA # 96-1226.03 OR STEEL 78 ELCO TAPCON NOA 97-0731.15 STEEL 8 BUMPER THRESHOLD 1 114-x4 5/8"x5/8-' ALUMINUM 9 COM RESSION WEATHERSTRIP Q-LON QDS-650 SHEET 7 OF_L 10 EXTRUDED ASTRAGAL IMPERIAL ANH) ALUMINUM 11 9 x 1 PHILLIPS FLATHEAD WOOD SCREW STEEL 12 FACE SHEET24GA. GALVANIZED .021' MIN. FACE SHEET 25GA. GALVANIZED .018" MIN. GALV. STEEL 13 ITOP RAIL 1.67" x 1.042 WOOD 14 1 BOTTOM RAIL 1.67. x 1.065 WOOD 15 SIDE STILE 1.067" 1.065" WOOD 16 ASTRAGAL THROW BOLT 0.31" x 19.25 L. STEEL 17 #8 x 112" L. TYPE AB" PANHEAD SMS STEEL 18 ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL ATTACHED WOOD 18A 8-J6 X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 19 KWIKSET TITAN SERIES LOCK 20 KWIKSET TITAN SERIES DEADBOLT 21 1 LATCH SCREWS SEE LOCK INSTRUCTIONS 22 MASONRY WALL CONC. 23 2x WOOD BUCK WOOD 24 DYLITE EXPANDED POLYSTYRENE 1.0 TO 1.25 Ibs. cu. ft. MIN. DENSITY 25 1;4. 4 MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 FULL LITE & SIDELITE FRAME ODL POLY PROPOLENE 28 112" OVERALL INSULATED TEMPERED GLASS GLASS LATCH JAMB 11 4 x 4 1 12 WOOD 8x11 2TEK SCREW LITE FRAME STEEL VENT LITE FRAME ODL POLY PROPOLENE r32 3 4 OVERALL INSULATED TEMPERED GIASS NT LITE PANELS GLASS 8 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL BLANK JAMB 1 114" x 4 1 12" WOOD 2 Li O ct• Z c\I r\ rn rn UQa:o z30N Z C=7 Z C -i Lu cs ujc)Ua off. o� NN WWW JJ ¢__ LnWc� 2 WO ZoCA m ¢ 300 �Z 32 Y �N ¢ O 00 t2 !S �3m o di0 m31 NOTES: c5 u ¢ 1. SPACING FOR ITEM #30 (J8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH 00 o o N o CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25", 13.75", 26.5", 39.375", 52.0" AND 62.625". N cs Z BUILDING 2. SPACING FOR ITEM #30 (#8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375". coNsuLrANrs, iNc 813.684.3631 DATE: 12/01/99 PRODVcT REVaZD ca& p6eaNs O�]]�� Z I I,10 -- SCALE: N.T.S. MG. aY: TJH CNK. Ery: RW 9 By -- �1La1 DRAWING NO.: 4i°d S-2004 SHEET 7 OF_L m NOTICE OF COMME1,1kENM;gT GES TAPRY xnnt No. ate of Florida Tax Folio No. CLER►\ v, jy, ELU►t�u^ ;> Ml )unty of Seminole - CLERK C g`l PUTv i. lie undersigned hereby gives notice that improvement will be made to certain real property, an dance win�` pter 713, Florida Statutes; the following information is provided in this Notice of Commencement. aA� Descri tion of prope : (legal description of the property and street address if available) L General descriptin f in} rovement: 660 i n Owndr information a. Name and address I r�- b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) Contractor a. Name and address J ( V D I / *m 0AY-e j _ _ CL = Q, C- b. Phone number Fax number Surety MARYhNNE MORSE, CLERK OF CIRCUIT COURT a. Name and address ' I :Pd t NQI j= n1liN r Y Bl{ 05738 PG 0601 b. Phone number Fax mii #K I S I 200508F, i Aq c. Amount of bond RECORDED 05/24/2005 03:42:13 PM Lender /�: //�� _ �y� n R; R biF16 I. ES 10.00 a. Name and address t� : A3 F 1� I U l T f} RECORDED By G Harford c b. Phone number I Fax number 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: a. Name and address b. Phone number Fax number In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number Expiration date of notice of commencement (the expiration date is 1 year from the date of record' g Vessdifferent date is specified) ,. (1 / �t J // ., :n, .. �.i/ l a. /' ,v r tl r j It W -4--k U -ALC -v l (SCS J Signature of Owner to (or affirmed) and subscribed before me this day of j?') 20 O 5� , by U THIS INSTRUMENT PREPARED BY: nally Known OR Produced Identification ✓ NAME I '/lin 4ll Q - of Identification Produce (� L � un l )1%� ITS - ADDR. M9 5clk 1SL ture of Notary Public, State of Florida C*502 — nission Expires: DEBBIE BLANTON MY CONVOISSiON # DD 188491 EXPRE : aoruary 25, 2007 1-800-3-NOTARv a,,:c .nawoc.Co.