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WS-08-2216inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 15, 2009 Inspector: Bruhn, Norman Owner: DOLL, JOHN Job Address: 909 NE 99 Street Project: Miami Shores, FL 33138- Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Contractor: HOME OWNER Phone Number Parcel Number 1132060340230 Building Department Comments Passed4 /�i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments :TREATED AS REINSPECTION FOR INSP- 104071. CREATED AS REINSPECTION FOR INSP- 103427. cc Fastener spacing and size are not per plan NB c� April 14, 2009 Page 17 of 27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No ‘.‘ t (p BUILDING PERMIT APPLICATION FBC 2004 EEC 2 6 208 BY:!/..:_-_--------- --- - - - - -- -- Master Permit No. Permit Type (circle): Building Roofmg Owner's Name (Fee Simple Titleholder) T ' `� 'A/ ,c) Cr( Phone # 6 .' S9 :CoD� Owner's Address e ,i C ff City t4I I al t 5#62 C3 State (., Zip ) / 31 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # go ? 1E ?r Is Building Historically Designated YES Contractor's Company Name NO Phone # Contractor's Address City State Qualifier Name Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ a Type of Work: ['Addition Describe Work: ['Alteration Square / Linear Footage Of Work: ONew C 'Repair/Replace ['Demolition ************ ** * ****************** ** * ** Fees** * * * *** * * *********** ** *** * * ** Submittal Fee Notary $ Scanning $ o ° W Radon $ Permit Fee /bL 40 ° $ 6v66) CF ll�6) Training/Education Fee $ K�+ Technology Fee $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Geier 0 6 o Zoning $ Total Fee Now Due $ `a o o u See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved ; , a reinspection fee will be charged Signature 49 Owner or Agent The foregoing instrument was acknowledged before me this day of /Z43 0 , 20 , by % o4 vL. t 4 3 who ' personally known o me or who has produced Signature Contractor The foregoing instrument was acknowledged before me this , day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC; NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) M,n:r ••, ULAARIAS •``.'. MY COMMISSION # DDItifffi u,ll �'a EXPIRES: June 11, 2011 „pF �iF. oe �(y, ,• Bonded Thru Notary Public UeOI Mission Expires: /-60 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. —1 O Job Name Date STRUCTURAL CRITIQUE SHEET CD ©� �/©�, 4i,/1.f C-oSed ,",. ri/ / -,/te dr0Ue:*Zll e7 ti Ao/t i lt,c/ cYOcti. 44 oft :71 g vi >-tci Lam' �7 I • �� L/ 1✓ Ga J (h I t4(4efitid/ As A e e�. NOTICE OF COMMENCEMENT ON THE JOB SITE AT TIME OF FIRST INSPECTION H i H� R H { H 6 H� H�H 1111111011111111111111111110111 A RECORDED COPY MUST BE POSTED PERMIT NO. c9 —Z`� q STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO.! I -32x5 -cra I - ca►1O THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal desc Iption of property and street ! address: W 5e e zo w Ito 2- a2 1 R @k 26692 F9 23254 (1p9) RECORDED 12/19/2008 11:19:17 HARVEY RUVIH1 CLERK OF COURT HIAIlI -DADE COUNTY, FLORIDA LAST PAGE • • • • • • • • • • •• • • • • • .• • • 0000 •. • • • • • • 0000 • •• • •. • • • • • • • 2. Descri ption of improvement 3. Owner(s) name and address: *1040.04 "1 rY Interest in property. fayarrr • • 0000 • • • • •••� . • •• • • • • •• • Name and address of fee simple titleholder: FHA 4. Contractor's name and address: k SW 38tl1 Rvo. Hollywood, FL 33312 5. Surety: (Payment bond required by owner from contractor, if any)oF E�oRAD Name and Address: SOPX..._-_ ,FY' Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner uporwhom n provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: Documents may be served as 8. In addition to himself, Owners designates the following person(s) to reeve a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date i different date is specified) 1 year from the date of recording unless a Print Owner's Name 11N1 C rv-6 Prepared by /e1` PA, ` 'i /. i IG3 Swom to and subscribed before me this d 1 day of f , 20 O? Notary Public: Print Notary's Name: My commission expires: NOTICE OF COMMENCEMENT 11111110111111111111111111111111111111111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION F H ' 0 0 8 R 1 e'er,. 4 OR Sk 26697 Ps 3792; Ups RECORDED 12/24/2008 09:57:16 TAX FOLIO NO. 1 j - jZocv - 013.09 70 HARVEY RUVI I4 v CLERK OF COURT MIA II- CDAC'E COUNTY r FLORIDA LAST PAGE PERMIT NO. Og STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: Lo 13.1 4r l4 ! • ",► Et 1.1111WIRPR • . • • • •• • • . • • • • • • .• • •••• •• • • • • • • •••• • • •• 2. Description of improvement: • • • • • • • • • • •• • • • • • • • • • •••• • • • 3. O e s n a and address: k) V� c lo a,1 -4-, - a d A ci1uz -,r4, S Jh -57.)15.6 Interest in property: czkt.aJruA-ti Name and address of fee simple titleholder. • •• .. • 4. Contractor's name and address: 5. Surety: (Payment bond required d ^YY t: ress: Name and Ad H-E, �rr a-C€ RA l dda Hu mwimprovement ale 41ox) SW 30th Ave. i blty , hL 33312 by owner from contractor, if an STATE OF FL iak, COUNTY OF DADE Amount of bond $ o, ivina: filer! in 2 ris aka on 6. Lender's name and address: 7. Persons within the state of Florida designated by ' Mfer provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following persons o receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Co different date is specified) Signature of Owner Print Owner's Name ncement (the expiratiorf date is 1 year from the date of recording unless a te--frn Sworn to and subscribed before me this 1 °1 Notary Public: Print Notary's Name: My commission expires: Prepared by gadoNA4- 66Paz-l-A. day of de�- , 2001 . 4) SW 30th Ave. Hollywood, FL 33312 . 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure ftneets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. �1 Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person ,gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial \ku 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this / day of �ect'ivt � , 20 0 By 6-(1 k1h5 Produced there License or who was o me or who has as identification. PAULA. ARIAS 1,4. MY COMMISSION it DD684196 Qr� EXPIRES: ,hate 11, 2011 Bonded Thu Notary Public Underwriters VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Cr ADDRESS: -G 61 v C ? vs DATE: 17 (7 -4P Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built fot sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this cons j, ction Myself. Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. EEC 262B BY: - -- - ° -- WINDOWS/DOORS /SHUTTERS WIND LOAD CALCULATIONS Please fill in the information requested: ADDRESS OF HOME • • • • • .. • • .. • HIGHEST POINT OF ROOF EAVE HEIGHT OF ROOF BUILDING WIDTH BUILDING LENGTH A def. (f '/1„ to The site specific plan must show the distance of the openings from the nearest corner. Wind Loads per RFBC 301.2(2) & 301.2(3) 150mph exposure C Mean Roof Height 1' -15' 15' — 20' 20' — 25' + 54.7 - 56.6 - 59.3 Zone 5 ( -) - 65.6 - 69.9 - 73.2 *Zone 5 is any opening within the corner distance from any corner. *Corner distance is .4 x mean roof height or .10 x width , but not less than 3' PERMIT #:`t -aka Miami Shores Village APPROVED BY DATE SUBJECT TO COMPUANCE ALL FEW& STATE AND COUNTY RULES AND REOU1ARON9 • • • • • •••• • • • R W R W Building Consultants,• Inc• B Consulting and Engineering Services for the Building Indus�yyy: C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 8f3.:744.99189 Florida Board of Professional Engineers Certificate of Authorization tle.•9691 Product Evaluation Report Report No.: 8838.1 Date: May 25, 2007 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: "Fiber - Classic " / "Smooth Star" 6'8" Opaque Fiberglass Outswing Door with and without Sidelites "Non- Impact" Manufacturer: Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 Phone (419)298 -1740 • • •• •• • •• • • • •• • • • • • • •• • • • • • •• •••• • • • •• • • • •• • • • • • • • • • •••• • • • •••• • • • • • •• • •• • • • • •• • Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Therma -Tru Corporation based on Rule Chapter No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2004Edition) See Drawing No. FL -3618 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W FL No. 54158 May 25, 2007 PF1208 Sheet 1 of 3 Limitations • • • .• • • • • .• • • • •. • • 1. This product has been evaluated and is in compliance with the 2004 Florida ceding 004e • • structural requirements including the "High Velocity Hurricane Zone ". • • • • • .... • • . • • • • 2. Product anchors shall be as listed and spaced as shown on details. Ancho; gp b dment to base material shall be beyond wall dressing or stucco. • • • • • • • • • • ••••• • • 3. 4. When used in the "High Velocity Hurricane Zone" this product is required t8'be proteefe ; • with an impact resistant covering that complies with Section 1626 of the Florida Building Code. 5. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. 6. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. . 7. Site conditions that deviate from the details of drawing FL -3618 require further engineering analysis by a licensed engineer or registered architect. 8. This product meets the water infiltration requirements for the High Velocity Hurricane' Zone (HVHZ) with the use of the high dam bump threshold. 9. See drawing FL -3618 for size and design pressure limitations. Gi Wendell W FL No. 5 15 May 25, 2007 PF1208 Sheet 2 of 3 Supporting Documents • • • • • •• • •. . A Drawing • ' .. • 1. Drawing No. FL -3618 prepared by R W Building Consultants, Inc. (Florida•BcaK1 of • Professional Engineers Certificate of Authorization No. 9813), signed and : ealed by ; • • • • Wendell W. Haney, P.E. •••• • • • •• •• •••• • • • •• • • Tests • • • 1. Materials (Fiberglass Door Skin by Therma -Tru) approval number NOA 0c- 0406.11 iss1 Li..' • • by Miami -Dade BCCO. • ' • .• • • • 2. Materials (BTS & TCM Lite Frame by Therma -Tru) approval number NOA 06- 0406.12 • ••• • issued by Miami -Dade BCCO. 3. Materials (Therma -Tru door panel foam core) testing per ASTM E84 -00a as performed by Omega Point Laboratories and reported in test report 15427 - 107362, dated August 28, 2000, signed by William E. Fitch, P.E. Comparing ASTM E84 -00a to ASTM E84 -01, E84 -00a is equivalent to E84-01 for the intent and purpose of the Florida Building Code. 4. Materials (Therma -Tru door panel foam core) testing per ASTM D1929- 96(2000)e01 as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 -106 -18, dated August 30, 2006, signed by Joseph A. Reed, P.E. 5. Testing per TAS 202 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 10700.0, dated August 8, 2001, signed by Wendell W, Haney, P.E. 6. Testing per TAS 202 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 10702.0, dated August 8, 2001, signed by Wendell W, Haney, P.E. 7. Testing per TAS 202 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 11008.0, dated September 13, 2001, signed by Joeseph L. Dolden, P.E. 8: Testing per TAS 202 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 1031 -2, dated October 31, 2006, signed by Wendell W, Haney, P.E. • •: • • • •' • C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report ETC 01- 741 - 10700.0, ETC 01- 741- 10702.0, ETC 01- 741 - 11008.0 and TEL 06- 1031 -2. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute , certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W. FL No. 54158 May 25, 2007 PF1208 Sheet 3 of 3 THERMAITRU® THERMA TRU DOORS 118 INDUSTRIAL DR., ED®ERTDN, DH 43617 18L. (4191909 -1740 "FIBER CLASSIC" / "SMOOTH STAR" OUTSWING 6 -8 SiNGLE AND DOUBLE W/& W/OUT SIDELITES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. "NON - IMPACT" GENERAL NOTES 1. This _product has been evaluated and is In compliance with the 2004 Florida Building Code structural requirements including the High Velocity Hurricane Zone 2. Produt anchors shall be as listed and spaced as shown on de ails. Anchor embedment to base material shall be beyon wall dressing or stucco. .3. Wha us d in the °High Veloalty Hurricane Z ne° t is prod' ct ie regplred to be prgtdcted w n Im gt resin ant covanng that complex with Section 102 of the Florida Building Code. 4. When used n area outi of the ( requiem' wind borne deb rl $ part ion this product 8 req uire to In protected with an. m impact res stunt covering that complies with Section 1809.1.4 of the Florida 9ullding Code. 5. For 2x stud framing construction, anchoring of these units shall be the same as a shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of tt drawing require further engineering analysis by a licensed engineer or registered arc itect. 7. 'This product meets the water infiltration requirements for the H h Velocity Hurricane Zone (HVHZ) with the use of the hi dam bump threshold. TABLE OF CONTENTS SHEEP # DESCRIPTION 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 SMOOTH STAR DOOR PANEL DETAILS 3 FIBER CLASSIC DOOR PANEL DETAILS 4 SiDELITE PANEL DETAILS & GLAZING DETAILS 5 VERTICAL CROSS SECTIONS 6 HORIZONTAL CROSS SECI7ONS 7 HORIZONTAL CROSS SECTIONS 8 BUCK ANCHORING 9 FRAME ANCHORING 10 FRAME ANCHORING 11 ASTRAGAL DETAILS 12 BILL OF MATERIALS & COMPONENTS SINGLE OLITSWiNO UNIT pOUBLE W /SIDEUTES OUTSWING UNIT 74.50° MAX. OVERALL WIDTH On 00 m0 DOUBLE VOWING UNIT DESIGN PRESSURE RATING 066INE HATER INFILTRATION REGUWaIENT IS NEEDED) ONR' TYPE IV/LOW PRORLE BUMP THRESHOLD W /MGN DAN SUMP THRESH= SINGLE + 55.0 PSF - 55.0 PSF + 67.0 PSF - 67.0 PSF DOUBLE SEE GENERAL NOTE 5 ABOVE + 58.0 PSF - 550 PSF SEE GENERAL NOTE 5 ABOVE + 55.0 PSF - 85.0 PSF di #! so z 0 •• ••• •t.]L�••a.l_i •• • • • • • • •�• • • • •• • • • • ••• • • "Li f SIL •OL,frSWIA1G YN T. • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • a DT5 04/26/07 srxe N.T.S. DWd en SM ••• ow. en % WH omen NW : FL -3616 w1Er oF.L ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • 0 • • •• • •• • ri • 9 5 5 of 0 0 a 36.00" MAX. DOOR PANEL WIDTH 000R PANEL Smooth Star /Mk 2.375°1 • ■■ V7 0 HORIZONTAL CROSS SECTION DOOR PANEL O LOCK EILOOK (swam STAR) ru"..;) LATCH STILE (SMOOTH STAR) (;;\ HINGE STILE K--.7 (SMOOTH STAR) IcC (;) TOP RAIL \II:, (SMOOTH STAR) '1? 01 o 1.531" -tom, av (Th 80170M RAIL V-% (SMOOTH STAR) • • •• • • • •• C) VERTICAL CROSS SECTION DOOR•PANEL • • • • • • • • • • • • • • • • • • • • es • fme • •::: •11 ••• • • • • • • • 0'; 1$ 1 0 tem 04/26/07 SCAM N. T.S. lona• SM clic. BY, WWH MINN Ntla :•FL-3618 spur _2_ or .12. ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •••4 • • • • • • • • • • • • • •• •• ••• • • 36.00" MAX. DOOR PANEL WIDTH 0 3 Aft v 2.375" 30 LOCK BLOCK (FIBER CLASSIC) 1.209" r- (714. HINGE STILE (FIBER CLASSIC) CHORIZONTAL CROSS SECTION DOOR PANEL in 1.209° 3 LATCH STILE (FIBER CLASSIC) OTOP RAIL (FIBER CLASSIC) I 5 BOTTOM RAIL (FIBER CLASSIC) •• • • • • • • • • • • ••• •• • • T 3 • VERTICAL CROSS SECTION DOOR PANEL • • • • ••• • • • • • • • • • • • • • • • • • • •• • • •••• •• • • • • •• • • •• ••• • • • • • • 0 Q N 0 2 1:04/26/07 S N.T.S. men SM as er: WWH aria ND.: • •FL -3618 • SHEET 0v12_ ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • .453" GLASS ED ED BITE 1/2" MIN. 0 GLASS THK. EXTERIOR ' "\ 1/e" ii4,,,, �� TEMPERED GLASS ! �I's1�\ AIR SPACE \!i` .25" STEEL 1/8" INTERCEPT TEMPERED \`�� SPACER GLASS SEE NOTE 1 INTERIOR .5" INSULATED GLA W/ 1_ 2..u.. _._ 1► »l._ 13.93" MAX. _ PANEL WIDTH 7.12" MAX. D.L.O. WIDTH SIDELITE PANEL Smooth Star .463" GLASS BITE 0 211121.03 .25" STEEL INTERCEPT SPACER SEE NOTE 1 .5" INSULATED GLASS W/ BTS LITE FRAME GLAZING DETAIL 1/2" MIN. GLASS THK. 1" GLASS AIR SPACE TEMPERED GLASS — 4 0 4 1 HORIZONTAL CROSS SECTION SIDEUTE PANEL PLASTIC UP UTE FRAME BTS "co 1.077° 0 42 SIDEUTE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1-•—.526" 34 PLASTIC UP UTE FRAME TCM IR 1.077" 1-J 1--.1 1.531" C)/ SIDEUTE BLANK SIDE STILE FINGER JOINTED PONDEROSA PINE OVERTICAL 8 • 410® • • 4 SIQELITE P E! • • • ••• • •• ••• •• • • • 1 •• • • •, •• NOTE: 1. Spacing for item #41 (Ilte frame screws) Is as follows: From the top down on sights, 5.5",••• 16.5 ", 27.5", 38.41%, 49.,3g5" &•601075". 'Mere are (2) screws both Val Urtwo •at,:.1Zbe in Tropp each comer. • • • • • • • • • • • •• • • 0 DAT: 04/26/07 SCALE N.T.S. IMP eM, SM • cot so WWH somm4 NO : •FL -3618 ••• • • • • • • • • • • • • • •• •• SHED L X12 • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1° FROM 1° FROM +-- MASONRY EDGE MASONRY EDGE y4- (TYP.) I (TYP.) • ' 1" FROM 1" FROM MASONRY EDGE MASONRY EDGE -4-4- MP) rt1 (TYP.) MEM' .e • ,:a a d. 2 -1/2° FROM I 2 -1/2° FROM ++ MASONRY EDGE MASONRY EDGE (TYP) (TYP.) 01 5 VERTICAL CROSS SECTION DOOR PANEL 2 -1/2° FROM I 2 -1/2° FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) 0 VERTICAL CROSS SECTION SIDELITE PANEL 2 -1/2° FROM 2 -1/2° FROM --- MASONRY EDGE MASONRY EDGE--- - (TYP.) I (TYP.) i 1 5 O VERTICAL CROSS SECTION SHOWN _I‘ 1X SUB -BUCK SUBSTITUTING CONC SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. THIS VIEW REPRESENTATIVE OF HEAD & JAMBS. z 0 01 •• ••• • • • • • •4 NOTE: • • • • • I. The sidefite is dirregt•seL 4o liwtaitio with (i2) • • • Item #4.3 a #8 x 22" pf . wood screw. There are (4) at each vertical Jamb, from the top down at 13.5 °, 31°, 48.5° & 88°. There are (2) at the header at 4" from the• outside dblnelVit the • • frame. there :2):at i he 4 frgtn the • outside come• • • • • • • • • • • • • • • • • • • • •• • • e 0 zz won 04/28/07 SCALE N.T.S. Oro" SM t. sr WWH OWNING N ••FL -3618 • SHE! 5 or 12 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 1 -1/4° MIN. EMB. (TYP) 1.15" MIN. EMB. 1/4° MAX. SHIM SPACE (TYP.) C) 6 1 HORIZONTAL CROSS SECTION ® ASTRAGAL 0.15" MIN. 1 C —SINK 0 6 3 HORIZONTAL. CROSS SECTION ® SIDELITE BUCK INTERIOR bate 1. The sidellte is direct set into the Jamb with (12) item #43 a #8 x 2° pfh. wood screw. There are (4) at each vertical Jamb, from the top down at 13.5; 31; 48.5° & 66 ". There are (2) at the header at 4" from the outside comers of the frame. there are (2) at the sill, 4° from the outside comers. • • 2 HORIZONTAL CROSS SECTION• • • • • •' •• • . • •• • • HINGE JAMB TO SIDELITF. • • • • • • • • • • • • • • • • • • • • •• • • S s gil z 0 i8 O Z oue 04/26/07 N.T.S. DWG. BY SM WWH No.: • FL -3618 Sea or la ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W e z 0 o 1/4° MAX. SHIM SPACE-. - (rfp.) Mi111111116 tr#I 00 41> '4 1 i.-42' ,. . . AI 1 ' MEM 11 .15" MIN. ® 0 C -SINK 1.15° MIN. EMBED. 1 -1/4" MIN. EMB. (TYP.) 0 7 1 HORIZONTAL CROSS SECTION ® LATCH JAMB INTERIOR 1/4" MAX. 0 61 --SHIM SPACE ci P-) 7017 / j M► 141L , m 04 o iO FAA Ir 1 .15" MIN. ...,41.._ C -SINK ~ 0 7 2 HORIZONTAL CROSS SECTION ® HINGE JAMB CD HORIZONTAL CROSS SECTION 0 LATCH JAMB TO SIDELITE 1.15" MIN. EMBED. • • • • • 1. The eldelte is 41Ije'ct 414:Into .ii a Pant v th'021 • • Item #43 a #8 x 2" pfh. wood screw. There ore (4) at each vertical Jamb, from the top down at 13.5 ". 31 ", 48.5° & 66 ". There are (22 at the header at 4" 'from the outrage? 6orR of the • • frame. there: or: (2) rjt the ells 4° from the • • outside comer9. • • • • • • • • • • • • • • • • • • • •• • • 1 -1/4" MIN. EMB. (TYP.) w 0 o a � 3 Est •• ••• • • • • • • 1,1 r6 rc 0 8 •• 0 Z wde 04/26/07 sou. N.T.S. • e+' SM WWH OtANG Nos •FL -3618 ••• • • • • • • • •• wen 7 or f • • • ••• • • • • • • • • • ••• • • • w • • • •• • • • •• •• • • ••• • • 1 7 9 3 m a m 4" 4" MASONRY OPENING 2X BUCK—/ MASONRY OPENING 11 t I IjI I ' ` MULUON 11 SHOWN FOR TYP. II REFERENCE HEAD & JAMBS SEE NOTE 1 4 2X BUCK - 111 I J 48" 1 rill'!" I l I III 1_ L MULUON SHOWN FOR REFERENCE ASTRAGAL SHOWN FOR REFERENCE DOUBLE W /SIDELITE$ BUCK ANCHORING 1\—MULUON 94 I SHOWN FOR P. 1 REFERENCE —HEAD I & JAMBS SEE NOTE 1 MULLION 1 SHOWN FOR REFERENCE MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS SEE NOTE 1 11 II II� 11- ASTRAGAL II SHOWN FOR REFERENCE II II II II INGLE W /SIDELITE$ BUCK ANCHORING NOTES; 1. 1/4° Eico Tapcon anchoring 2x buck require a minimum 1° clearance to masonry edges and a minimum 4" clearance to adjacent tapcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topton locations at the comers, at mullion locations, and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as °MAX. ON CENTER° must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. DOUBLE DOOR BUCK ANCHOR NG MASONRY OPENING 2X BUCK a g oz to r..) mZ ,- o • • • • • -1 • •• • e • • • • +• • • • • •• • • • • • • • • • • • • • • • •• • • • • • •• m ri t m F 6 zz mh:04/26/07 SCALE. N.T.S. DWa. By: SM MC EN: WMH MOANS NO: FL -3618 •sheer 8 or 12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 0 N VIEW "C" —"C" "C" "C" DOUBLE DOOR 1. 1/4" fTW concrete screws anchoring frame and /or sill require a minimum 2 -7/2" clearance to masonry edges and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from o different supplier may have different edge distance and center distance requirements. Topcon locations at the corners, at mullion locations and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If tapcon locations noted as °MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. 2. 3/76" ITW concrete screws anchoring frame and /or sill require a minimum 1 -7/8" clearance to masonry edges and a minimum 2— 1/4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. W /2X BUCK INSTALLATIO W /1X BUC INSTALLATIO TYP. HEAD JAMBS SEE NOTE r-6-1 W /2X BUCK INSTALLATION W /1X BUCK — INSTALLATION TYP. HEAD & JAMBS SEE NOTE 1 — 3.drol EN m 2135 K �U SEE DETAIL "1" "B" A° SINGLE DOOR VIEW "A"—"A" W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION DETAIL "5" THROW BOLT AT THE THRESHOLD W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 DETAIL "1" DETAIL °4° W /2X ON • INSTALI•NTION • • W /1X BUM jj ' *lq SEE NOTE 2 DETAIL "3° • • ••• ATTACH ASTRAGAL THROW BOLT • • • • • • •• STRIKE PLATE SHOWAS .ME • • • 0 • • •• ,••.,. • • • • • �•�. _ " • • • • • •• • • • • •• • • • • • • • INSTALI�i�iON • • •• z 0 0 a DATE: 04/26/07 SCALE N.T.S. •a • 0. Y SM •nc BT: WWH 'WEND rat: • • EL -3618 S+EEr y9 or �2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3" VIEW "C " — "C" "C" A" ��3'''{ � �i-1 3" 3 3" 3I I " 13" 3" —1 I ISEE I11 I 1 1 ICI► DETAIL 1116 SEE DETAIL 1 1 1 1 SEE DETAIL SEE NOTE SHT. 9 1 'I iI 1� (I "C" A" DOUBLE D00R W/SIDELITES 3" W /2X BUCK INSTALLATION W 1x BUCK INSTALLATION TIP. HEAD & JAMBS SEE NOTE 1 w/2x BUCK INSTALLATION W /1X BUCK INSTAUATION TYP. HEAD & JAMBS SEE NOTE 1 1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the corners, at mullion locations and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If tapcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. 2. .3/16" ITW concrete screws anchoring frame and /or sill require a minimum 1 -7/8" clearance to masonry edges and a minimum 2 -1/4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. VIEW °B " — "B° DETAIL "5" THROW BOLT AT THE THRESHOLD "B" A" SINGLE DOOR W /SIDELITE$ W /2X BUCK INSTALLATION W /1X BUC.t• INSTALLATION SEE NOTE 2 •• • DETAIL "1" VIEW "A"—"A" • • • •• • • • • • • • • • ••• • • • • • • • •• DETAIL "3" ATTACH ASTRAGAL THROW BOLT • STAIKE PLATE" TO SOMME • • • • • • • • • • AS SHOWN. • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • •• • • • DETAIL "4" DETAIL "2" m 18.3 I if hdip iijIj 0 2 6 d z DATE 04/26/07 SOM-E. N.T.S. UM. sr: .SM m rot WWH DRAWN; NW FL -3618 s+a r 10 or _12. ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 3 1 1 -°— 0.75" 3.25" 3.25" 4.5" 4.5" TYP. 0.75° -- 18.88" 18.5" NOTE: 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. 79.25" 0.126 "-j r- 23" 14.37" SEE NOTE 1 0.063" 1.910" 24 ASTRAGAL DETAIL • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • •• • • • re RF 8 N ce z O ce 0 z DATE 04/26/07 SCALE. N.T.S. DIM BY: SM K. Bf: WWH DPoW NG N0: FL -3618 %ELT 11 OF 12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 119m DESCRIPTION Material 1 SMOOTHSTAR DOOR SKIN .070" MINIMUM THK FIBERGLASS & FIBERGLASS DOOR SKIN .110° MIN. THK FIBERGLASS BY THERMA-TRU with yield strength Fy(min.) =6,000 psi FIBERGLASS 2 FC TOP RAIL (1531" x .94" IHERMA -TRU WOOD COMPOSITE WOOD COMPOSITE 3 FC. UCH ,� Ir -TRIL WOOD COMPOSITE 1.531' x 1.209 WOOD COMPOSITE 4 FC. 7660E STILE x'+ -TRU, PONDEROSA PIPE L531° x 1.208 WOOD 5 FC. MI= RAIL (1. 531" x 1.25" IHERMA -TRU WOOD COLPOSRE WOOD COMPOSITE 6 POLYURETHANE FOAM (BASF, 1.9lbs. DENSITY) FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP (THERMA -TRY) FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP (171ER4A -TRU) FOAM 9 4" x 4" HINGE .097" THK. THERMA -TRU) .L. MI #10 x 3/4" LG. PFH WOOD SCREW Om to Frame) 11 S. 807708 RM. (1.53r x.94* DEMIA -181 WOOD I POS6E) WOOD COMPOST 12 #10 x 2' LG. PFH WOOD SCREW STEEL 13 #8 x 2 -1/2" LG. PFH WOOD SCREW STEEL 14 1/4" x 2 -3/4" ELCO TAPCON STEEL 15 1/4" x 1 -3/4" I1W TAPCON STEEL 16 2X BUCK WOOD 17 MAX. 1/4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK - 19 BUMP FACE THRESHOLD (THERMA -TRU) ALUM./WOOD 20 4.563° x 1,25" HEADER & SILL (THERMA -TRU. PONDEROSA PINE) WOOD 21 4.563" x 1.25" SIRXE JAMB -11111. FORMOSA WOOD 22 4.563" x 1.25" HINGE JAMB ERMA -TRU, PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT - 24 ASTRAGAL HURRICANE ALUM. 24A ASTRAGAL FLUSH BOLT STEEL 248 ASTRAGAL FLUSH BOLT RETAINER ALUM. 25 NOT USED 26 SS TOP W1L (1931" x . 944" 1T6RTL4- 11111 6000 COMPOSE) 690D CITE 27 N8 x 1" LG. PANHEAD SHEET METAL SCREW STEEL 28 SS. HINGE STRE (7HERMA -TR1J, POMOEROS4 P1NE 1.163' x 1.5317 5000 30 FC /SS ROD LOCK BLOCK 2.375" x 1.515" (POND IOSA PANE) WOOD 37 1/4" x 2 -3/4" ITV✓ TAPCON STEEL 32 1/8 THK. CELLULAR GLAZING TAPE (STTK -0 TAPE) - 33 PLASTIC UP LITE FRAME OS, 010964-TRW BTS 34 PLA$11C UP WE FRAME DERMA- 1,1) CM 35 4.553' x 1.25 8lAN9 xr■ ., -1RU, PONDEROSA PINE) Od0 36 SEUTE SIDE SUE (160964 -TIA1 1.531' x .656" MOM P6E) WOOD 37 x 1 -3/4 LG. PFH WOOD SCREW STEEL WOOD COMPOSITE 38 #10 LATCH STILE ((HERLW -7101, WOOD COMPOSITE 1.185 x 13311 39 HIGH WATER DAM THRESHOLD ALUM. 40 SILICONE CAULK SILICONE 41 #8 -90 x 1 -1/2" PLASCREW ` •R (Taw 034) STEEL 42 SELRE 117P 5 WO RAIL NEW,4-11111, 1411 x .656' 0002 PINE) WOOD 43 N8 x 2" LG. PFH WOOD SCREW STEEL 44 1/4" x 3 -3/4" 17W TAPCON STEEL 45 IX BUCK WOOD 46 3/16" x 2 -3/4" ITN TAPCON STEEL 47 MASONRY CONCRETE 48 ASTRAGAL STRIKE PLATE STEEL 49 3/16" x 3-1/4" ITV/ TAPCON STEEL 50 1/4' x 3 -1/4" 115/ TAPCON STEED 1.063" I-+-- 4.563" ere 5000 FRAME FINGER JOINTED PONDEROSA PINE 99 LOW PROFILE OUTSWING BUMP FACE ALUMINUM/WOOD THRESHOLD .050" WALL rip. • • • • • • • ••ALW "M/W ESHOLD • 050° WALL. IYP. • SEE NOTE 8 SHT. 4 •• ••• •• • • • •• • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • •• • • • n Qo N 0 to 0 zz On1E: 04/26/07 SCAM: N.T.S. owa. Br: SM OWL BY: WWH DRAWING NO.: FL -3618 SHEET 12 w 2 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry �.b. Box 230 Valrico, FL 33595 Phone 813.659.9197 FFcsirnile 8p.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 8841.1 Date: June 5, 2007 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: "Construction Series" Outswing 6'8" Single and Double with and without Sidelites "Impact Doors and Non - Impact Sidelites" Manufacturer. Therma-Tru Corporation 118 Industrial Drive Edgerton, 013 43517 Phone (419)298 -1740 • • • • • • • •• • . • •. • • • •• • • .... •. • • • • • • • •••• • . •• .. • .• • • • • .. .. •• • • • • .. . woo • • • •••• • • • • •••• • • • • • •• • •• • • .. •• • Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Therma-Tru Corporation based on Rule Chapter No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2004Edition) See Drawing No. FL -3630 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W. FL No. 54 58 June 5, 2007 PF1225 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the Florida Building Code (FBC) including the "High Velocity Hurricane Zone ". 2. Product anchors shall be as listed and spaced as shown on details. anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "High Velocity Hurricane Zone" (HVHZ) the opaque door panels comply with section 1626 of the Florida Building Code and do not require an impact resistant covering. The glazed sidelites must be protected with an impact resistant coverii .1p:. • • compliance with section 1626 of the FBC. • • . • 4. When used in areas outside of the "HVHZ" requiring wind -borne debris mats'r on opaque door panels comply with section 1606.1.4 of the FBC and do not require art i mpapt resilstpt• covering. The opaque door panels meet missile level "D" and include *hid zone '4 defined in astm e1996. The glazed sidelites must be protected with an.itnpaet resieaaf covering in compliance with section 1609.1.4 of the FBC. • 5. For 2x stud framig construction, anchoring of these units shall be the saat►e as g that showy • n for 2x buck masonry construction. • • • • • • 6. Site conditions that deviate from the details of drawing FL -3630 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the High Velocity Hurricane Zone (HVHZ) with the use of the high dam bump threshold. 8. See drawing FL -3630 for size and design pressure limitations. June 5, 2007 Wendell W. FL No. 54158 PF1225 Sheet 2 of 3 • • • Supporting Documents A Drawing 1. Drawing No. FL -3630 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Fiberglass Door Skin by Therma -Tru) approval number NOA 06- 0406.11 issued by Miami -Dade BCCO. 2. Materials (PVC, SMC, BTS & TCM Lite Frame by Therma -Tru) approval number NOg� • • • 06- 0406.12 issued by Miami -Dade BCCO. • 3. Materials (Therma -Tru door panel foam core) testing per ASTM E84-00a as performed6y '. Omega Point Laboratories and reported in test report 15427 - 107362, dated1ist 28, • :. 2000, signed by William E. Fitch, P.E. •••• • • • 4. Materials (Therma -Tru door panel foam core) testing per ASTM DI 929- 9N24Q0)e01 4s •.. • performed by Architectural Testing, Inc. and reported in test report ATI 6?SQ811,1- 106 -Z.. dated August 30, 2006, signed by Joseph A. Reed, P.E. Comparing ASTM•E8e00a to'.. ASTM E84 -01, E84 -00a is equivalent to E84 -01 for the intent and purpos ;trf;h: Florida • Building Code. • • •••• • • 5. Testing per TAS 202 -94 as performed by ETC Laboratories and reported £n t a! report �I TC' 01- 741 - 11004.0, dated July 6, 2001, signed by Joeseph L. Dolden, P.E. • • 6. Testing per TAS 201 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01 -741 - 11004.0, dated July 6, 2001, signed by Joeseph L. Dolden, P.E. 7. Testing per TAS 202 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 10622.0, dated May 25, 2001, signed by Joseph L. Dolden, P.E. 8. Testing per TAS 201 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 10622.0, dated May 25, 2001, signed by Joseph L. Dolden, P.E. 9. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 0717 -1, dated July 17, 2006, signed by Wendell W, Haney, P.E. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report ETC 01- 741 - 11004.0, ETC 01- 741- 10622.0 and TEL 06- 0717 -1. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute , certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W. FL No. 541 June 5, 2007 PFI225 Sheet 3 PP THERMAOIRU® THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 TEL. C419129E1-1740 "CONSTRUCTION SERIES° OUTSWING 6-8 SINGLE AND DOUBLE W/& W /OUT SIDELITES. INSULATED STEEL DOOR WITH WOOD FRAMES. "IMPACT DOORS & NON - IMPACT SIDELITES" GENERAL NOTES i. This product has been evaluated and is in compliance with the Florida Building Code (FBC) including the °High Velocity Hurricane Zone ". 2. Product anchors shall be as listed and spaced as shown on details. anchor embedment to base material shall be beyond wall dressing or stucco. .3. When used in the "High Velocity Hurricane Zone° (HVHZ) the opaque door panels comply with section 1628 of the Florida Building Code and do not require an impact resistant covering. The glazed sidelites must be protected with an impact resistant covering in compliance with section 1626 of the FBC. 4. When used in areas outside of the °HVHZ° requiring wind —borne debris protection opaque door panels comply with section 1606.1.4 of the FBC and do not require an impact resistant covering. The opaque door panels meet missile level °D" and include wind zone 4 as defined in astm e1996. The glazed sidelites must be protected with an impact resistant covering in compliance with section 1809.1.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the High Velocity Hurricane Zone (HVHZ) with the use of the high dam bump threshold. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 CONSTRUCTION SERIES DOOR PANEL DETAILS 3 SIDEJJTE PANEL DETAILS & GLAZING DETAILS 4 VERTICAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 HORIZONTAL CROSS SECTIONS 7 BUCK ANCHORING 8 FRAME ANCHORING 9 FRAME ANCHORING 10 ASTRAGAL DETAILS 11 BILL OF MATERIALS & COMPONENTS SINGLE UNIT X vv DOUBLE W /SX LfTES UNIT 74.50° MAX. OVERALL FRAME WIDTH 4 4 LUI 68.50" MAX. OVERALL WIDTH v, 0© WNW 0© ak vv v DOUBLE UNIT SINGLE W /SUDELITES UNIj •• •••XX• • • • • •• 0X0 • • • • CONFIGURATION 105.50" MAX. OVERALL FRAME WIDTH —{ 4 GLASS•• TAE • • •DEGIGF P&ESBURE PS WITIRAOW BUMP TI- —� l�l — • • WR HIGH DAM BUMP THRESHOLD POSRIVE NEGATIVE iiiill v NEGATIVE X lal<1 • Oi • • •.• hl • —61'.6 • 4--- OX0 88.50° x 80.50" • +Z.0 .. - 60.Q' +80:0 —80.0 XX 74.50" x 80.50" NOTNPP OVED•FiR WATER • *50.0 —53.0 OXXO 105.50" x 80.50" Rig UpRovip.115R Wirt *gt0 • —53.0 SINGLE UNIT X vv DOUBLE W /SX LfTES UNIT 74.50° MAX. OVERALL FRAME WIDTH 4 4 LUI 68.50" MAX. OVERALL WIDTH v, 0© WNW 0© ak vv v DOUBLE UNIT SINGLE W /SUDELITES UNIj •• •••XX• • • • • •• 0X0 • • • • CONFIGURATION FRAME ME DIMENSI GLASS•• TAE • • •DEGIGF P&ESBURE PS WITIRAOW BUMP TI- PROFILE RESHOLD • • WR HIGH DAM BUMP THRESHOLD POSRIVE NEGATIVE POSITIVE NEGATIVE X 37.50° x 80.50° • Oi • • •.• 455.0 • —61'.6 • 4& 0 • • —67.0 OX0 88.50° x 80.50" • +Z.0 .. - 60.Q' +80:0 —80.0 XX 74.50" x 80.50" NOTNPP OVED•FiR WATER • *50.0 —53.0 OXXO 105.50" x 80.50" Rig UpRovip.115R Wirt *gt0 • —53.0 NA 0 1 a z Ws 04/26/07 swat N.T.S. 333. BYI EW aw. Bn WWH DRAaum NO./ FL-36.30 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • •• •• slim 1 cF1 36.00" MAX. DOOR PANEL WIDTH Aft ODOR PANEL CONSTRUCTION SERIES 0 2 1 HORIZONTAL CROSS SECTION DOOR PANEL r;) TOP RAIL FINGER JOINTED PONDEROSA PINE OWOOD HINGE SIDE STILE .635° I c N N 1.66 " - 01 a OBOTTOM RAIL WOOD COMPOSITE 1.66" • y••• • • • • • •• N • • .— • • • 7•• •• • • • •• O WOOD LAIC' •6I0 �3TILE • • • • •. � � CROSS SECTION �� D. • PANEL • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• • Zctich $z$ tZ 4 z rn 0 z Dm: 04/26/07 L• N.T.S. owo. an SM CM sw WWH CRAM rmu FL -3630 SHEEr _2_OF J1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 0 EXTERIOR .453" GLASS BITE INTERIOR .25" STEEL INTERCEPT SPACER SEE NOTE 1 .5" INSULATED GLASS W/ G1 PVC ITE FRAME G AZING DETAIL 13.75° MAX. PANEL WIDTH 7.12" MAX. D L.O. WIDTH SIDELITE PANEL CONSTRUCTION SERIES 1/2° MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR .463° GLASS BITE 0 m INTERIOR .25" STEEL INTERCEPT SPACER SEE NOTE 1 6-4:,\ .5" INSULATED GLASS W/ BTS LITE FRAME GLAZING DETAIL 1/2° MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS 2.459" 1.712" ,_1 1 `: '27''. 1.642" 34 PLASTIC LIP LITE FRAME BTS SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 SIDELTTE PANEL .526" OSIDELITE TOP RAIL FINGER JOINTED PONDEROSA PINE x1.66" 0.635"—.4 1-- I OSIDELITE BOTTOM RAIL WOOD COMPOSITE —1 f■—.526" PLASTIC LIP LITE FRAME EXTRUDED PVC ••10•• • • h • • 1.66° rZ� • • • • • •• • • • • • • 2 • VERTICAL CROSS SECTION JDELITE PANEL •• • • • •• •• • •t • • • • • • • SIDELITE BIl4NK €IDE STILE • • 38 FINGER Jbly'fED' •' • • • PONDEROSA PINE N0I 1. Spacing for Item #29 & #41 (lite frame ••• screw•)• Is •a• .follows: From the top down • • on eV& 3• 14 .75° 26.5°, 38.25. 50.5° & • 42.36 • There are (2) screws both top and • • • botte � • 6° •at 42 in from each corner. gN fa DATE 04/26/07 SCALE N.TS. Boo. Br: SM dat Be WWH owei O NO FL -3630 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET 3 or 11 1" FROM MASONRY EDGE {TYP.) 1" FROM MASONRY EDGE ^ 112 g O'YP•) 011194 ° IPE lag re F. A ID OXXO OXO TAM Ara ear- 2 -1/2" FROM 2 -1/2" FROM MASONRY EDGE MASONRY EDGE 1 VERTICAL CROSS SECTION 4 BUMP THRESHOLD PROFILE 1" FROM MASONRY EDGE cam.) 1" FROM MASONRY EDGE (P•) 2-1/2" FROM 2-1/2" FROM MASONRY EDGE • MASONRY EDGE a sh V1 LATEX CAULK USED TO SEAL FROM ELEMENTS Z y 2Z it) 13 0 OXXO 0X0 0 4 VERTICAL CROSS SECTION SHOWN W 1X BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE THIS VIEW REPRESENTATIVE OF HEAD & JAMBS. IMO zZ 5 LATEX CAULK USED TO SEAL FROM ELEMENTS • • • • •• •: e, 4 • R ••'d • • • • 2 -1/2" FROM 2 -1/2" FROM \Cd MASONRY EDGE MASONRY EDGE I a • • • • • • (TYP.) (TYg',) • • • • • .- • • • • • 4 SIDELITE P•10F�SiSE:710N • • • • • • . • • • • • •• • • • • • •• • 2 -1/2° FROM MASONRY EDGE (P•) 2 -1/2" FROM MASONRY EDGE (ce.) VERTICAL CROSS SECTION DOOR PANEL W/ HIGH DAM THRESHOLD =SWING 0 rn a D TE, 04/26/07 SCALE: N.T:S. DM. ar: EW CHIC or: WWH DRAWING No.: FL -3630 Er 4 of 11 ••• • • • • ••• • • . • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •. 000 • • • 080 • • 8 z 1 0 0 e 1 -1/4" MIN. EMB. (TYP.) 1.15" MIN. EMB. 1/4" MAX. SH M SPACE 0.15" MIN. C —SINK EE NOTE 1 0 5 1 HORIZONTAL CROSS SECTION @ ASTRAGAL CDHORIZONTAL CROSS SECTION CO SIDELITE TO BUCK NOTES; 1. The sidelite is direct set into the jamb with item #12 #10 x 2" ph.f.h. wood screw at 6° down from each comer and a max. of 12° o.c. on the side jambs only. •• ••• • • • • • • • • • • • • •• • • • • • •• HORIZONTAL CROSS SECTION • ••• ••• ••• •▪ ••▪ • • • • • • • • • • • • • • .• • • • •• . • • • •• • • • • •• • • • • • • ® HINGE JAMB TO SIDEUTE M §$. giN En z 0 Oz nor: 04/26/07 SCALD N.T.S. MO. BY EW am. Br: WWH ORONO NOJ FL-36.30 swer for 11 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •. • • •• •• • •• • • 0 g i 9 m a 1 -1/4" MIN. EMB. (TYP.) 1/4" MAX. SHIM SPACE mfa ff of .a a:•. v.' a... •a ' a: • o 0 Vz .15" MIN. C —SINK 1.15" MIN ( 1 \ HORIZONTAL CROSS SECTION EMBED. ` 6 1 LATCH JAMB TO BUCK NOTES: 1. The sldelite Is direct set Into the Jamb with item #12 #10 x 2° ph.f.h. wood screw at 6° down from each corner and a max. of 12° o.c. on the side jambs only. 0 0 rite341p!. 11 m irdir, '""."‘" .15" MIN. C —SINK ;PA • ; AMOR r 1/4" MAX. SHIM SPACE 0HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK 1.15° MIN. EMBED. SEE NOTE 1 1 0 a 7 0 CD D OT • • • • • • • • • • • • • • • • • • •• • • • .• ..• 1 H041Z0NTAL CROSS SECTION • •@ gIKE JAMB TO SIDELffE • 1 -1/4" MIN. EMB. (TYP.) ceogli z twe, 04/26/07 SCALE N.T.S. swa. Bn EW trot. BY: WWH 08A8840 Nos FL-36.30 ecEr 6 rff 1 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •. •• • .. •. • • 1 0 0 i 9 5 0 O W °<-....., r4° 4 ° I flf 8° _ I I "•t. II II I MASONRY ,I TYP. HEAD II II OPENING & JAMBS -/— SEE NOTE 1 MUWON 2X BUCK 1\—MULLION SHOWN FOR REFERENCE 11 11 ASTRAGAL SHOWN FOR REFERENCE 1 SHOWN FOR REFERENCE — DOUBLE DOOR W /SIDELITE$ BUCK ANCHORING NOTES; 1. 1/4" Elco Tapcon anchoring 2x buck require a minimum 1" clearance to masonry edges and a minimum 4° clearance to adjacent tapcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the corners, at mullion locations, and at astragal locutions may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. MASONRY OPENING -r h I.I 1 1 II MULLION 1 SHOWN FOR 1• REFERENCE 2X BUCK_\ - TYP. HEAD & JAMBS SEE NOTE 1 MASONRY OPENING 2X BUCK_\ F.-4° I I 8° I I I I TYP. HEAD & JAMBS SEE NOTE 1 ASTRAGAL SHOWN FOR REFERENCE I- ra° I I_ K-MULUON SHOWN NPR, • • RE' tRENCE • • +�• • i • •• • • • • • • • ••• • '; ROUBLE DOOR BUCK ANCHORING •g�, •• •o•.) • •&a • •% • •'- • • • •• ••• ••• ••• • • • • • • • • • • • • • •• • • • • L2 01: . -Ai B II?t, • • • • • • • -r MASONRY OPENING 2X BUCK SINGLE DOOR BUCK ANCHORING QQ N O E 2 we 04 /26/07 • N.T.S. owo DY: EW CHIC Bn WWH DRA5U 5 NC: FL -3630 sir 7 of 11 • • • ••• • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • z 0 0 W 1�.. MASONRY OPENING FRAME 2X BUCK VIEW "c"-"c° • r Nis .5■ •IIr W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 TYP. HEAD SEE DETAIL TYP. °C° A° 6° 3° co 1 I SEE DETAIL "2" DOUBLE DOOR 1. 1/4° ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2° clearance to masonry edges and o minimum 3° clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the comers, at mullion locations and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If tapcon locations noted as °MAX. ON CENTER° must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16° ITW concrete screws anchoring frame and /or sill require a minimum 1 -7/8° clearance to masonry edges and a minimum 2 -1/4° clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. -0 �o W /2X BUCK id INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 TYP. JAMBS W /2X BUCK INSTALLATION A° MASONRY OPENING FRAME 2X BUCK SEE DETAIL °3° VIEW "B°—°B- ® W /1X BUCK INSTALLATION SEE NOTE 2 ®141l1kk •• • • • • • O' • •• • • DET®I••'4.•• ••• SEE NOTE 2 B° A° SINGLE DOOR • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • DETAIL "1" ASTRAGAL THROW JOLTS • f1T TI=E SHI OLD • • • • • •• • • •••�• • • • •``� • • • • • • • • • • • DETAIL "4" SEE DETAIL "5" VIEW A ° —A° W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 1 DETAIL °2° ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. W /1X BUCK INSTALLATION W /2X BUCK INSTALLATION SEE NOTE 1 DETAIL "3" z z 0 z x:04/26/07 scam. N.T.S. cen. er EW aa. en WWH muWSG No FL -3630 BST 8 orjj • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• •• ••• • • Y m MASONRY OPENING FRAME VIEW "C"—"C" -3° DOUBLE DOOR W /SIDELffES 1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2-1/2" clearance to masonry edges and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations at the corners, at mullion locations and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If tapcon locations noted as "MAX. ON CENTER° must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16° 17W concrete screws anchoring frame and /or sill require a minimum 1 -7/8° clearance to masonry edges and a minimum 2-1/4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. In SEE DETAIL SEE NOTE 2 FRAME 2X BUCK VIEW "B °— B° SEE NOTE 1 B° A° r 6, �{ 3' l63° 3 °` _ I _ 1 1 tr1W/2X BUCK iii 11 1 .._1 _ IIPINSTALLATION etyW/IX BUCK SEE DETAIL INSTALLATION 2° INSTALLATION SEE NOTE 2 W /1X BUCK TYP. HAD INSTALLATION W /2X BUCK ® TYP. JAMBS INSTALLATION SEE OTE 1 ® 31 W /1X BUCK ®, ® 1 1 i INSTALLATION — SEE NOTE 2 7YP. JAMBS SEE DETAIL SEE NOTE 1 "1" -. 1 1 1: I1 DOUBLE DOOR W /SIDELffES 1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2-1/2" clearance to masonry edges and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations at the corners, at mullion locations and at astragal locations may be adjusted to maintain the minimum edge distance to mortar joints. If tapcon locations noted as "MAX. ON CENTER° must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16° 17W concrete screws anchoring frame and /or sill require a minimum 1 -7/8° clearance to masonry edges and a minimum 2-1/4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. In SEE DETAIL SEE NOTE 2 FRAME 2X BUCK VIEW "B °— B° SEE NOTE 1 B° A° r 6, �{ 3' l63° 3 °` _ I _ -- I m W /2X BUCK INSTALLATION W /1X BUCK ® INSTALLATION SEE NOTE 2 TYP. HEAD _ W /2X BUCK gri INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 TYP. JAMBS SEE OTE 1 ® 31 1J. 1 1 i A° SINGLE DOOR W ID ITES DETAIL "1" ASTRAGAL THROW BOLTS AT THE THRESHOLD • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • •e �tl[ri • ••• • • • • • • • • • It 'Mlt 4° • • • • SEE DETAIL 5° SEE NOTE 2 N ai VIEW "A"—"A" W /2X BUCK INSTALLATION VV/1X BUCK INSTALLATION SEE NOTE 2 DETAIL °2° ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL 3" 8 0 a zz 11E:04/26/07 stwa. N.T.S. DWG. BY: EW Oft er: WWH I RMB O Nos FL -3630 ser L •r 11 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• ••• ••• • • • • • • • • • • • • • •• •• ••• • • 18.88" 18.5" 79.25" 23" 14.37 °—�{ 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. 1.910" SEE NOTE 1 3.25° 0.063° ��•� • • ••• • • . •• --"•1 1-'40.126" • •• • • • • • • •• • • • . ••• .• • OASTRAGAL DE.IAL ••• • • • • • • • 24 • • • • • • ••• • • • • • • • • • ••• ••• ••• • • • • • • • • • • • • • • •• • • • • •• • • • • • • • 0.75° �a c 1 SAN 0 840 1 0z oar 04/26/07 scom N.T.S. owo. en SM aoc en WWH DRAWING N04 FL -3630 SINEET 10oF11, ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • •• ••• • •• •• • • • ••• • • • ••• • 4.656° 111 WOOD FRAME FINGER JOINTED PONDEROSA PINE 19 OW PROFI F O 1 y.gNG R +MP FA ALUMINUM/WOOD THRESHOLD .050` WALL TIP. 2.38" 4.602 MIN. • • •• • • • • 39 HIGH GAM THR SH • • Mild. WALL_ nix. m p,�}Q° '1," •SEE 8 ;At • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • ••• • • • • • • Jjj J 4 PaS o z wffe 04/28/07 scuF. N.T.S. owo. er: EW ma. en WWH DRAW= NM: FL -3630 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET IL 0711 1 DOOR SKIN; 2524 .018 MIN. Fy = 27,830 PSI MW. STEEL 1A SIDEUTE SKIN; 24GA. (.021" MIN. FY = 27.830 PSI MIN.) STEEL 2 TOP RAIL WOOD 3 LATCH STILE WOOD 4 HINGE STILE WOOD 5 BOTTOM RAIL WOOD COMPOSITE 6 POLYURETHANE FOAM (BASF, 1.91bx. DEN FOAM 7 FFOAM SHORT REACH COMPRESSION WEATHERSTRIP #HEMA 8 --MP LONG REACH COMPRESSION WEATHERSTRIP TRU FOAM 9 ex 4" HINGE .097° THK. (THERMA —TRU) STEEL 10 10 x 3'4" la. PFH WOOD SCREW (Hlnae to Frame) STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 10 x 2" LO. PM WOOD SCREW STEEL 13 8 x 2 -1/2" LG. PFH WOOD SCREW STEEL 14 1/4" x 1 -3/4" DW TAPCON STEEL 15 1 x BUCK WOOD 16 2x WOOD BUCK WOOD 17 MAK 1/4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK — 79 BUMP FACE THRESHOLD LOW PROFILE (IIIERMA —TRU) ALUM./WOOD 20 4.656" HEADER (THERMA —TRU, PONDEROSA PINE) WOOD 21 4. 658" STRIKE JAMB (THER& 4 —TRU PONDEROSA PINE) WOOD 22 4.658 HINGE JAMB (THERMA —TRU, PONDEROSA PINE) WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT — 24 HURRICANE ASTRAGAL ALUM. 24A ASTRAGAL. FLUSH BOLT STEEL 24B ASTRAGAL FLUSH BOLT RETAINER ALUM. 26 3/r THIG PRESSURE TREATED SIDEUTE PAD WOOD 27 #10 x 1 —l/2" 1.0. PANHEAD SHEET METAL SCREW STEEL 28 4' x 2 -3 4° ELCO TAPCON STEEL 29 —18 x 1— 4° PHILLIPS FLATHEAD SCREW (FOR ITEM #33) STEEL 30 1/4" x 3-3/4' ITW TAPCON STEEL 31 1/4 x 3-1/4 ITW TAPCON STEEL 32 1/8 THK. CELLULAR GLAZING TAPE (SDK —II CAPE) 33 PLASTIC LIP LITE FRAME (PVC, THERMA —TRU) PVC 34 PLASTIC UP UTE STE,�1I RMA —TRU g75 35 4.656" BLANK E —TRU PONDEROSA PINE) ROOD 36 SIDFUTE SIDE SDLE MA —TRU, PONDEROSA PINE) WOOD 37 #10 x 1 -3/4" LG. PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD (THERMA —TRU) ALUM. 40 SILICONE CAULK SILICONE STEEL 41 8-10 x 1-1/2 PLASCREW (FOR REM #'34) 42 #10 x 3° LG. PFH WOOD SCREW STEEL 43 3/16` x 3 -1/4" ITW TAPCON STEEL 45 ASTRAGAL STRIKE PLATE STEM., 46 MASONRY CONCRETE 47 #10 x 2 -1/2" PFH. WOOD SCREW STEEL 4.656° 111 WOOD FRAME FINGER JOINTED PONDEROSA PINE 19 OW PROFI F O 1 y.gNG R +MP FA ALUMINUM/WOOD THRESHOLD .050` WALL TIP. 2.38" 4.602 MIN. • • •• • • • • 39 HIGH GAM THR SH • • Mild. WALL_ nix. m p,�}Q° '1," •SEE 8 ;At • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • ••• • • • • • • Jjj J 4 PaS o z wffe 04/28/07 scuF. N.T.S. owo. er: EW ma. en WWH DRAW= NM: FL -3630 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET IL 0711